HomeMy WebLinkAbout2915 Ward Courte I i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: t 1 =� +
Job Address: 7 - CA
Permit Number: 7 () L) \--7 C` 1-1
❑ No one available for inspection: Time r`1! r1: AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: °—! °' Inspector:
DO NOT (REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: C \ n C
Job
Job Address: QC1 1'T w
Permit Number: 0 0 1�Y D llclq
❑ No one available for inspection:_T� imme
Re -Inspection required: Yes (11"
When corrections have been made, call for re -inspection at 303 -234 -
Date: iC Inspector: `)
DO NOT REMOVE THIS NOTICE
1-41 CITY OF WHEAT RIDGE'.'
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 0
Permit Number: `� 1
P4.
❑ No one available for inspection: Tir' e AM/PM
Re -Inspection required: Y No�
When corrections have been made, Zalfor re -inspection at 303-234-5933
D to '- Inspec
f
DO NOT REM VE THIS NOTICE
i - CITY OF WHEAT RIDGE
Building' Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:,c�i i 'z✓ -'l
Permit Number: r i' 9',0179?
e
❑ No one available for inspection: Ti QPM
No
Re -Inspection require{�Y0.s,
When corrections have been made, cgit-for re -inspection at 303-234-5933
Dat `' Inspectb
DO NOT REMO E THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:.�i
Permit Number:
❑ No one available for inspection: Time Q'i 0 tQ/PM
-j
Re -Inspection required: Yeg No
When corrections have been made, call for re -inspection at 303-234-5933
Date: / d i -, Inspector: � - K
LO NOT REMOVE THIS NOTICE
GJ H LIMITED 4� 2 0 t V o i 7`
January 16, 2019
Reef and Traci Abbott
2915 Ward Ct.
Wheat Ridge, CO 80215
abbottswest@comcast.net
Re: 2915 Ward Ct.
Wheat Ridge, CO 80215
Modifications to Structural Framing Pians
Dear Reef and Traci,
At your request, I have reviewed the proposed revisions to the structural framing configuration at the above
referenced project. A description of each proposed revision, as well as my analysis of the change is provided
below:
1. Sheet S.2 of the structural drawings shows a (3) 2x6 header over the door opening within the north wall of
the addition. The contractor would like to install a (3) 5 1/2" LVL header at this location. This revised
header size is structurally acceptable.
2. Sheet S.2 of the structural drawings shows a (3) 2x8 header over the double sliding door openings within
the south wall of the addition. The contractor would like to install a (3) 5 1/2" LVL header at this location.
This revised header size is structurally acceptable.
3. Sheet S.2 of the structural drawings shows the roof of the addition framed with prefabricated wood trusses
with a hip -shaped configuration. The contractor would like to frame the roof with prefabricated wood
trusses in a gable -shaped configuration. The proposed gable -shaped configuration of the roof is
structurally acceptable and does not require any revisions to the supporting structure.
Please do not hesitate to call if you require further consultation on this matter.
Sincerely,
A��jO
�dti
iN x'4313"„:
1-16-2019
Christopher J. Hessek, P.E.
CIH Limited
5759 E. Caley Drive Centennial, CO 80111 (720) 841-2777
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE`S
Inspection Type:
Job Address:
Permit Number: 20901 7q
Kr01_46 L F,_
^ro
1 �•
❑ No one available for inspection: Time C PM
Re -Inspection required: Ne No
When corrections have been made, call for re -inspection at 303-234-5933
Date: —Inspector: LV,0,f: Lcfve-tF
DO NOT REMOVE THIS NOTICE
i CITY OF WFIEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: , ZUv <
Job Address: c9 + r�—
Permit Number:; J U
�.�✓lam\. \ f� a 4 „^,<"-.+ /� c C 1 � d L !� f/
6
�1.
�J r� V -'v
❑ No one available for inspec�� : Time `i''; ! `� AM/PM
Re -Inspection required: /Yes .No
When corrections have been made, call for re -inspection at 303-234-5933
Datej 1 , 'i Inspector: L�
6O NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: j b _ 0t,4 C 1 tt) r "e' �
Job Address: t.� r,� I f .
Permit Number: �� 61SI 11-7qq
❑ No one available for inspection: Time `` j : AM%PM
t�
Re -Inspection required: Yes No�
When corrections have been made, call for re -inspection at 303 -234 -
Date: Inspector: tee-. +.&°V('#
DO NOT REMOVE THIS NOTICE
i 1 1 CITY OF WHEAT RIDGE
_1�9�Building Inspection Division
(303) 234-5933 Inspection line
1(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ' ; EFI-r
Job Address:
Permit Number: /,W ) / %
..-
❑ No one available for inspection: Time 62
P---
Re -Inspection required: Yes/
",
When corrections have been made, q1 forhr°e-inspZjo" 3(13234=5933
�}
Date: �'"� � inspecto �. ,.-
DO NOT REMOVE THIS NOTICE
i , . CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 2 5-
Job Address:
Permit Number: f> I F' D ) `7 `i' `)
r�
❑ No one available for inspection: Timms Q ' AM/PM
Re -Inspection required: YesVo�
When corrections have been made, cale-inspection at 303-234-5933
Date: Inspecto-
DO NOT REMO E THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: r— i /� i�u?
Job Address: c2" -I i S C
Permit Number:
❑ No one available for inspection: Time 1' kr�UPM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303 -234 -
Date: r i' " °'c` Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
r
Inspection Type: a�4) ` 1�.1 AP VAA
Job Address: (5 6 Wards f
Permit Number: 3- 0 -7 4) 6
fJ
' F
1�
❑ No one available for inspection: Time l i i AMM
Re -Inspection required: Yes j �"No,,.�
When corrections have been made, call for re -inspection at 303-234-5933
Date:.>'.,�, l Inspector: -'
a
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: Lot-., Ki
Job Address: - C ; 1 �_ ; c
Permit Number: O.- C, I C1 t 1 c. C C
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes o�\,
When corrections have been made, call for re -inspection at 303-234-5933
Date: 1 Inspector: '-),
DO NOT REMOVE THIS NOTICE
City of
��IWheatFR e
crolmlmupqrry DEVELOPMENT
City of Wlear Ridge Municipal building '500 W. 29 Ave. G: n,at R_tigc 0 80033-8001 P: 303-235.2846 F: 303235285 -
FOUNDATION SETBACK AND ELEVATION CERTIFICATION
This form. including the Exhibit on the reverse side, must be fully completed by a Professional
Land. Survevor licensed in the State of Colorado_ This Certification must be submitted for review
and approval prior to the placement of concrete and before proceeding with any further
construction.
DATE: l c) - A- t a V
PER -MIT# C-1.1 C i'l '�g
iDDR.ESS: E, S- Ct) t�
LOT t , BLOJCI ; N- L BDIVISIO-N
1 hereby certify that the elevation and location of the structural foundation for the above property
described above has been measured by me or directly under my supervision The foundation
setbacks and elevations for all building corners as stated herein have been found by me to be in
compliance with all municipal setback and elevation requirements, and all civil engir±eering and
Building Permit construction plans as approved by the City of NWheat Ridge.
The MMM L -M SETBACK DISTANCES from the property lines have been determined to be:
FRONT: �.I REAR.: G5.j SIDE: 48.3 SIDS: It.I
he -.NIYNTMV.M ELEV TION has been determined to be: Ro 7,--,
:he above measurements have been determined an the foliovving location:
Check only one). `fop of foundation prior to placement of concrete.
V A Top proposed fbundatinn subsequent to placement of concrete
The setback elev-ati�n m ement locations Am identified on the attached exhibit.
print
Prokc ianal Surveyor
F ' C3FFiCE CASE ONLY
' in �sit;r I�atr
u "-w_d.wheatr:d;ar .�.us
AF "XH1,61 T
-J -Z I 9A -
t>
is
I 30:3
X01_ � -1'i L
t A7 e, -Q) \
NOTICE TO SURVEYOR:
1, Elevations shall � shown for ALL foundation corners -
1 roundation comers Nviditnininium elevation and setback distance shall be identified.
3. Drawing must be pro--. Iv oriented (North = top of rage)_
4. Show the ruadvvav in front of the- progeria.
5, If drawing is to -scale. provlde Ole scale- If not ur-4ca1e- show a.5 N.T.S-
% RSA 111-06
i CITY OF WHEAT RIDGE" f
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: T�Qeyja t -c M , ST -e M
Job Address: 2c1 i s- Wald L.t
Permit Number: 20 1 �01 -7 9q
❑ No one available for inspection: Time IS ,n AUM
Re -Inspection required: Yes o
When corrections have been made, call for re -inspection at 303-234-5933
Date:—"Z (� Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
=�- Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: i ° 3- 0 O t `A `7
Job Address: -dc?/57 Lt/ a rj
Permit Number: ay/<8 0 171R
0Atoye ci
SD Is ar-! k Tc, oroc eecl
❑ No one available for inspection: Time 4? = 1-7 OAMPM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: 9 a /19 Inspector: —r -b,
DO NOT REMOVE THIS NOTICE
5T
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: I D 3 - 't- o o -�, ,7
Job Address: a `f 1:5- tLl a r �_7L
Permit Number: C 148 0 ) -7 9 1:I
M
Pllow -% c // e uei- e ��,�jf 1,eq r,!`e SC 1e �> W L n M B; S l c hP csc
{Vctpcs-a
❑ No one available for inspection: Time ='ofl (PPM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date:_9 1,91 //S Inspector: "" 1
DO NOT REMOVE THIS NOTICE
e ® CITY OF WHEAT RIDGE
Building Inspection Division �}
(303) 234-5933 Inspection line t" 6
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: C74- 4
Job Address:
Permit Number:�l0f% 012
rA
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: $ l% Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: / (Ir, dlv lraV4 d
Job Address: ?'/g` ty,01,d G
Permit Number: '901,0017q?
?
❑ No one available for inspection -- ,Time /7 AM/PM
Re -Inspection required: Yes o
When corrections have been made, call for re -inspection at 303-234-5933
Date: q O(! 1 Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Addition PERMIT - 201801799
PERMIT NO: 201801799 ISSUED: 06/29/2018
JOB ADDRESS: 2915 Ward CT EXPIRES: 06/29/2019
JOB DESCRIPTION: Add a heated living/entertainment room on west side with crawl space;
Reinforce existing foundation on north side; Electrical service panel
upgrade, 200 amps; 957 sq ft
*** CONTACTS ***
OWNER (303)803-3263 ABBOTT DARRION
SUB (303)359-4268 James Cressman 020719 3R SERVICES
SUB (720)458-8411 Scott Berkman 080190 Current Installations
SUB tECHNIC 110053 TechnicAir Mechanical
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 56,000.00
FEES
Total Valuation 0.00
Plan Review Fee 505.60
Use Tax 11176.00
Permit Fee 777.85
** TOTAL ** 2,459.45
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap provedplans and specifications;applicable building codes, and all applicable municipal codes, policies and procedures, and that I am e legal owner or have been authorizedbythe legal ownerofthe propertyand am authorized to obtain this permit and perform thework descbed and approved in conjunction with
this permit, I further attest that I am legally authorized to include alt 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 orl. eMTRAC�1'O5"Circle one) Date
I. This permit was issued based on the info action provided in the permit application and accompanying plans and specifications and is
subject to the compliance with thosed`ocuments, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code�pgany ordmancl Jr regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building'Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
#y
Residential Addition PERMIT -
201801799
PERMIT NO:
201801799
ISSUED:
06/29/2018
JOB ADDRESS:
2915 Ward CT
EXPIRES:
06/29/2019
JOB DESCRIPTION:
Add a heated living/entertainment room on west side
with crawl space;
Reinforce existing foundation on north side; Electrical
service panel
upgrade, 200 amps; 957 sq ft
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap provedplans and specifications;applicable building codes, and all applicable municipal codes, policies and procedures, and that I am e legal owner or have been authorizedbythe legal ownerofthe propertyand am authorized to obtain this permit and perform thework descbed and approved in conjunction with
this permit, I further attest that I am legally authorized to include alt 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 orl. eMTRAC�1'O5"Circle one) Date
I. This permit was issued based on the info action provided in the permit application and accompanying plans and specifications and is
subject to the compliance with thosed`ocuments, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code�pgany ordmancl Jr regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building'Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
�Wheat P., dge
MUNITy DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a)ci.wheatrid4e.co.us
FOR OFFICE USE ,ONLY
Date: & / ZQ' I J
Plan/Permit # c&
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:
Zg /
c._/,
Property Owner (p/ease print):j�Z 7 Phone: -703�1Q__ 3-20
Property Owner Email:s: W-0�5-/ (0 C 02a2Gcs S /-I-e-
Tenant (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address: // )� A�Vz-e-
City, State, Zip: XIZX�_
Arch itect/Ena ineer:
Architect/Engineer E-mail:
Phone:
Contractor:
City of Wheat Ridge License #: a,P-O 7 Phone: ✓� �� y� ��
Contractor E-mail Address: i C�, nc e S C 0_-z4& Lc" c, 4-n4
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): oo Phone: -0-3 -
CONTACT EMAIL(p/ease print): f o-41--of-Cc-i4 4e
Sub Contractors (Must provide Wheat Ridge License No.):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
❑ COMMERCIAL RESIDENTIAL
Description of work: For ALL projects, 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.
Commercial Projects Only: Occupancy Type:
Sq. FULF BTUs
Amps �,���!� Squares
Construction Type:
Gallons
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ S^ . ��
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided offlhe-application.
CIRCLE ONE: (OWNER)( (CONTRACTOR) od (AUTHORIZED REPRESENTATIVE)
Signature (first and last name):
Printed Name:
DEPARTMENT USE ONLY
ZONING COMMMENTS:
iA�
Reviewer.
BUILDINGDEPA M T C AEVSX�//
Reviewer
PUBLIC WORKS COMMENTS:
Reviewer:
of (OWNER) (CONTRACTOR)
DATE: o�C/
�a
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE: J
Building Division Valuation, M
City of
Wh6a-tj�id�e
COMMUNITY DEVELOPMENT
-SUB-CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
This form will not be accepted with missing information.
Project Address:
General Contractor:
I Electrical Sub -Contractor
Company Name:
State License #:
Permit #:
Phone #:
Master #:
Wheat Ridge License #: (required field)
Signature of Authorized Agent Date
Plumbing Sub -Contractor
Company Name: Phone #:
State License #: Master #:
Wheat Ridge License #:
Signature of Authorized Agent
required field)
Date
I Mechanical Contractor I
Company Name: 'T& A n: a_0'. r Phone: izo - - oLtg
me 6%."'o t-&,
Wheat Ridge License #:-1A,0a 5�"3 (required Meld)
139'101tCe Ce_K —61". " /1
Signature of Authorized Agent Date
City of
t1V heat PNdge
COMMUNITY DEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
This form will not be accepted with missing information.
'
Project Address: C � l s LtS I ((� Permit #:
General Contractor:
Electrical Sub -Contractor
Company Name. .Lrrenk . I n�k�i\C,�Arj$hone #:
State License #: Master #:
Wheat Ridge License #: �Fc I q 0 (required field)
Signature of Authorized Agent Date
Plumbing Sub -Contractor
Company Name:
Phone #:
State License M Master #:
Wheat Ridge License #:
(required field)
Signature of Authorized Agent Date
Mechanical Contractor
Company Name:
Phone:
Wheat Ridge License #: (required field)
Signature of Authorized Agent Date
Rev. 09/2017
RESIDENTIAL Building Permit – Plan Review Worksheet
Address: 2 l S l/`/ �� Zoning:—
Lot Size: 21sq. ft. Lot Width: 0 ft.
Property in the flood plain? IIff yes,
notify PW Floodplain Administrator and add surveying condition FLD
Subdivision: Any conflict? (Y/N) -AZ
Related Cases:
Type of project (applicable survey conditions in parenthesis):
❑ Accessory ISP, ILC or site plan none if in floodplain (FLD)
Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD)
❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS)
if in floodplain (FLD)
Maximum Lot Coverage
I -11D
Existing Improvements (footprints):
House: 21 1� -c�
sq. ft.
Shed: 525
sq. ft.
Detached garage:
sq ft.
Other: 2{
sq. ft.
Total Existing �, C� \ sq. ft
Lot Coverage %
% I '� 2 Ll sq. ft.
Proposed Improvements (footprints):
House/addition: 3 D0c7 sq. ft.
Shed: q00 sq. ft
Detached Garage: sq. ft.
Other: 2 � ,e sq. ft.
Proposed+Existing 40 sq. ft
Lot Coverage %
Required Setbacks: FR 2 SS -' R j ��Se,
1 S ' -t"o
Provided Setbacks: FR S g, S R l Q 2
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FND.
Maximum Height: 5 ft. Maximum Size: �7` I sq. ft.
Proposed Height: ft. Proposed Size: -3U 1 �o sq. ft.
Does the bulk plane apply? (Y/N)
If yes, does it meet on all sides (Y/N): FR S S R
(See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3)
Parkland Conditions ,n )
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? V "'
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions? ,
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area _�v l ) / existing floor area d`�� _ % increase
If any box above is checked...
For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
❑ For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot - width of driveway / 70 = (round up for required trees)
/ Street trees required: Street trees provided:
100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dtt approved as an independent dwelling unit.
DATE 04/11/2018FFE$275.00 joag 18-110
Ct1ENT DARRI�1 Al3>30'TT
RoLPOW -rt
gDDRFSS 2915 HAM COMT
LAND SUR VEYI NG NAME STT
54W WARY ROAD • Sum 160
ARVADA, COLORADO 80()02
(303) 420-4788
IMPROVEMENT LOCATION CERTIFICATE'_
Norms:
1. Certificate is based on control as sh°wTi, an Imprownterit Stuvcy
Plat is rwxminiended for Precise location of imprmvempds.
2_ [.)cation of fence lines, if shown, are approximate.
N
Scale_ 1"=,W
How
Portion of shuts mry exleod into
Utility casement as s>o%n
LEGAL DESCRIPT{ON
(PER CLIEN
LOT i, T
ABBOTT 00HBOLmATION,
coDNTY OF JElPB'ERSOt7,
STATE OF COLORADO
IN
i�
i
;Ol
QvI
1
/A' Wide Milky Eaamerrn (P- P&O I
1
_._------------------._.-.._-_------_--- ------... ---._--__.i
1.(yr J
--------- -- ----x- -------
f
-----f--- -z- -
I '
One si
HIK& R Wane -tsa.9
4-
1 1 4
•, t � I r t
Crawl Speer
Arcexa �. VC
- L
0
S99`iY12'w 148.91
WEST 29Th AVENUE
Nr RKAIT (W WAY
LEGrENt)
Fence fine
- - - : Conm-lc
--- - ------ _I Creubo
0 Fowtd 1/2" S(uarc Bar
I
On the basis of r p &{prmation and belief, I hereby certify that this improvement location certificate was prepared for
, that it is not a Land Survey Plat
or Improvement Survey Plat, and that it is not to be relied uport-for the �stabtishment-ef-fence, building, or other future
improvement lines. i further certify that the improvements -Ob b the abdve described parcel ori -td' date, except utility
connections, are entirety within the boundaries of th�xcep as shown, that there are no encr chments upon the
described premises by improvements on any adpi Wig premises, ex pt as indicated, and that there is no ap rent evidence or
sign of any easement crossing or burdening any of said parcel, a pt asAnotehbOnCf: TTasbca im certi5r�e is prepared far the purpose of use by slated /rdaliondigi of Ure ervoranents to the boundary Wm can be an Irnprovanaq Pmt situated as shown ad pop" conws or propyty-nes. A mare precise
wd enaoxhrraents are rxded. R.E PORT d AS X)CIATES W and riooer Pal rN to he toiocearxl CM41csre snd� anpro�arrrents
o* to Cee Danies
spacHfcaryr atarnn tragion. Acceptatoe andr«use o! aas frnproven,aa a r« prspaY�- Sgreenwnt a terms stat hereon.
"OTE IS DIIAYM USM
I{ArraOAMeLIZOR
SM110" AND 0
Z).6
Ilow
DATE 04/11/2018FEE $275.00 Jvart 18-110
CLIENT DARRION ABBOTT
ADDR 2915 WNW COURT
LAND SURVEY[ N G MAME ABBOTT
5400 WAR.) RLIkAu • Sullf. 160
ARVAC..d. CCA,0T-.AW' S -A -X-)2
(303) 420-4788
IMPROVEMENT Wc.ATK)N CERTIF ICAI't
KTI t ti:
1. C:erriticwe is basad on control as showzt an Impoacment Survcy
Plat is recrmramilled for precise k cation of improvements.
?. Location of rev" lines, if shown, are approximate.
N
SO
_�
1ue
PDfrmN ots&6 nmy tstmd imo
Utility cale"KM as 0"'M
LEGAL DESCRIPTION
(PER CUEM1)
IAT 1,
ABBOTT OWBOLIDATION,
COUNTY OF JEFFERSON,
STATE OF COLORADO
a
I
1
wl
1
1tr wdr tltd" Eaww+d r7 -PAW, 1
t
1
WEST 29TH AVENUE
ra etrtrr(W wwv
11-XiEND
Fence tine
Concrcte
---- ------ Gauho
is Found 112" &Ium Rs
I
On the basis of rewkqmOrmation and belief, I hereby certify that this improvement location certificate was preparers for
. that it is not a Land Survey Plat
or Improvement Survey Plat, anis ;hat it is not to to relied upon -for the„gstab istm ant--af- fence, building, or other future
improvement lines. I further certify that the improvements-4r—the above described parcel tiri -this date, except utility
connections. are entirely within the boundaries of the cel, excep as shown, chat there are no ar cr chments upon the
described premises by improvements on any CL
promises, ex t as indicated, and that there is nO ap rent evidence or
sign of any easement crossing or burdening anyid pa cel, a as note itiltHt r
"1;3P.rt: INS -mprvr m><^t Y7r- certrfxa:e is prE4�.' -Or the at " C' 51atGd 1
reakA&#p ot!be a. ' pmpeAy cOc,- or praper^f :mss. A mac pfeceze
nGrw•aT�ec6s Cc ttce boor dmy-::nes can De ABteratprpveancM S+ as shaot.-s sr arab �rlpo�tnts
yr:} C•Ipoa3uants ars ruoteA- 9f FORT 6 ASS4G/RriS ItiG grid fridJied x kN
spU06c^ 6hcy n hwwn. Accentaece and'ar u.r et azs, toc r. C ALe, arA ^ rNy n. th.! Daetw.s
ls+o-+e+rtiuiSc,de .or ptrv4� - _ _ �reefmnt !4 as ;eon.: star hhxetr�.
NOTE:
SURVEY 0 ORMW USM
I1,AMV Min ES Q0.
SfARNM AND OWNSPRa
7113
NRWJr1Z-e UMAX)
slava
yi�a
-
f
{
One swy
• e
lirrit LQ r'lamC
iifl.li-_
ypa
O
S
C120A Spm
;o
d
�
�r
ti�4r�
ti89'?2`ti-� 14 M
:i
WEST 29TH AVENUE
ra etrtrr(W wwv
11-XiEND
Fence tine
Concrcte
---- ------ Gauho
is Found 112" &Ium Rs
I
On the basis of rewkqmOrmation and belief, I hereby certify that this improvement location certificate was preparers for
. that it is not a Land Survey Plat
or Improvement Survey Plat, anis ;hat it is not to to relied upon -for the„gstab istm ant--af- fence, building, or other future
improvement lines. I further certify that the improvements-4r—the above described parcel tiri -this date, except utility
connections. are entirely within the boundaries of the cel, excep as shown, chat there are no ar cr chments upon the
described premises by improvements on any CL
promises, ex t as indicated, and that there is nO ap rent evidence or
sign of any easement crossing or burdening anyid pa cel, a as note itiltHt r
"1;3P.rt: INS -mprvr m><^t Y7r- certrfxa:e is prE4�.' -Or the at " C' 51atGd 1
reakA&#p ot!be a. ' pmpeAy cOc,- or praper^f :mss. A mac pfeceze
nGrw•aT�ec6s Cc ttce boor dmy-::nes can De ABteratprpveancM S+ as shaot.-s sr arab �rlpo�tnts
yr:} C•Ipoa3uants ars ruoteA- 9f FORT 6 ASS4G/RriS ItiG grid fridJied x kN
spU06c^ 6hcy n hwwn. Accentaece and'ar u.r et azs, toc r. C ALe, arA ^ rNy n. th.! Daetw.s
ls+o-+e+rtiuiSc,de .or ptrv4� - _ _ �reefmnt !4 as ;eon.: star hhxetr�.
NOTE:
SURVEY 0 ORMW USM
I1,AMV Min ES Q0.
SfARNM AND OWNSPRa
7113
Cit < of 2oilro/799'
Wheat l idgc
CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project
type and be attached to the Building Permit Application at the time of submission. Applications presented for
submission without a completed Proof of Submission form from a required agency will not be accepted or
processed. •
-/
Vpd
Date:
Project Address: �� �_�/� �l ,
Name of Firm/Individual submitting documents:
Project Type/Description: eel
,
Signature of Firm Representative or Individual:
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
I , ��/
V't' M -P &W\-" am a duly authorized representative of the agency indicated below
and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of
the project indicated above.
A-gency represented: (Please check one)
o West Metro Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
9_ Consolidated Mutual Water District
o Valley Water District
o Denver Water
Agency Notes: tU4pe y(Cj,,gyp . -t—)a'�6�0
o Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
MEMO/ 1 : _
re: %% Vli . �1't� D�4, Date:
(Agahcy Representative)
iIy of zo1q 0 179?
CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
700 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project
type and be attached to the Building Permit Application at the time of submission. Applications presented for
submission without a completed Proof of Submission form from a required agency will not be accepted or
processed.
Date:
Project Address:
Name of Firm/Individual submitting documents:
Project Type/Description:
Signature of Firm Representative or Individual:"—
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
SS , ..-yS am a duly authorized representative of the agency indicated below
and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of
the project indicated above.
Agency represented: (Please check one)
o West Metro Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
o Consolidated Mutual Water District
o Valley Water District
o Denver Water
Agency Notes:
Signature:
ntative) ;
a' Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
� /2U/I8
49r �
wrightsoft Manual S Compliance Report Job: 6182018
Entire House Date: June 19, 2018
By. Michael Carson
HVAC Consultants y:
13882 W. 68th My,Arvada, C0 80004 Plane: 303-420-7532 Email: hvaaesidertalconsitarts@gmail.com Web: hvao-residerfial-corstttarts corn
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Design Conditions
Outdoor design DB:
Outdoor design WB:
90.87
60.1 °F
Sensible gain:
Latent
8071 Btuh Entering coil DB: 0°F
Indoor design DB:
75.0°F
gain:
Total gain:
9 Btuh Entering coil WB: 0°F
0 Btuh
Indoor RH:
50%
Estimated airflow.
370 cfm
Manufacturer's Performance Data
at Actual Design Conditions
Equipment type:
Manufacturer:
Actual airflow.
370 cfm
Model:
� SITE ���j�
PLANS
Sensible capacity:
Latent capacity:
0 Btuh
0 Btuh
0% of load
AST ge ON WM
0% of load
FOR INSPEC opo
Total capacity:
0 Btuh
0% of load SHR-
n0/
-WII%AILILOI IQ
Outdoor design DB: 3.3°F Heat loss: 14053 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: Goodman Mfg.
Actual airflow. 370 cfm
Output capacity: 0 Btuh
Meets all requirements ofACCA Manual S.
Model Existing GMV95
0% of load
Entering coil DB: 64.4°F
Temp. rise: 0 °F
CwY cv
whowalse
wrlght oftkjan 2018 Jur1912:36:32
RighFSute®Uriversal 201818.0.10 RSU18110
�`�_...tarts ProgramslAbbottAddi6on2915 Ward Ct.nq> Calc=MJ8 FrortDoorfaces: N Page 1
wrightsoft Component Constructions
Entire House
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: Nacresidertialoorsltarts@gmail.com Web: hvao-resider•al-mrwAtarts.com
_jjjjjfiV*Qject Intormation
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Job: 6182018
Date: June 19, 2018
By: Michael Carson
Construction descriptions
Design
Conditions
1.1 -value
Insui R
Location:
lass Cig HTM
Indoor.
Heating
Cooling
Denver Stapleton Intl AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Bbih
Design TD (°F)
67
16
Latitude: 40°N
Relative humidity (%)
30
50
Outdoor: Heating
Cooling
Moisture difference (grAb)
33.4
-33.5
Dry bulb (°F) 3
91
Infiltration:
0.81
317
Daily range (°F) -
27 (H
) Method
Simplified
21.0
Wet bulb (°F) -
60
Construction quality
Average
Wind speed (mph) 15.0
7.5
Fireplaces
0
4.34
Construction descriptions
Or
;area
1.1 -value
Insui R
Htg HTM
lass Cig HTM
Gain
ft,
ft="FBth
B"Vt'
Bhh
Bt"-
Bbih
Walls
12F-0sw. Ftm wall, vizi ext, 1/2"vwod shth, r-21 cav ins, 1/2" gypsum
n
393
0.065
21.0
4.34
1704
0.81
317
board int fish, 2'Sc6" wood frm, 16" ox, stud
s
182
0.065
21.0
4.34
789
0.81
147
w
168
0.065
21.0
4.34
728
0.81
135
all
743
0.065
21.0
4.34
3221
0.81
599
Partitions
(none)
Windows
2 glaang, dr outr, air gas, and frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing,
n
10
0.320
0
21.3
213
11.2
112
dr outr, air gas, vvd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
s
12
0.320
0
21.3
256
18.1
217
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
846
all
46
0.320
0
21.3
982
25.6
1176
Doors
Door, vvd sctype: Door, vvd sctype
n
21
0.350
0
23.3
490
8.26
173
s
42
0.350
0
23.3
980
8.26
347
all
63
0.350
0
23.3
1471
8.26
520
Ceilings
166-38ad: Attic ceiling, asphalt shingles roof mat, r-08 oeil ins, 5/8"
908
0.026
38.0
1.73
1574
1.22
1112
gypsum board int fnsh
Floors
19A-38bsvvp: Part floor, hrd vA fir fnsh, r-08 ins, frm flr, 12" thins
908
0.029
38.0
1.66
1509
0.39
358
City of
Wheat Ridge
1 wrlig11LSofl't Divisio'i618-Jur-1912:3632
Right Sute®Urtversa1201818.0.10 RSU18110 Building Page 1
tartsPrograms+AbbottAddibon2915 Ward Ct.np Calc=MJ8 FrorADoorfaces: N
Project Summa„` Job: 6182018
1iAlf ightSof# ' 7 Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hraaesdertialconsdtmts@gmail.com Web: hvac-residential-mnsdtarts.00m
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Notes: Information taken from plans dated 5/15/18.
Weather: Denver Stapleton Intl AP, CO, US
Minter Design Conditions
Summer Design Conditions
Outside db
3
'F
Outside db
91
'F
Inside db
70
'F
Inside db
75
'F
Design TD
67
'F
Design TD
16
'F
Daily range
H
Relative humidity
50
%
Moisture difference
-34
grub
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure
12047
Btuh
Structure
5861
Btuh
Ducts
904
Btuh
Ducts
253
Btuh
Central vent (SER=50% 42 cfm)
1275
Btuh
Central vent (SER=50% 42 cfm)
302
Btuh
Energy recovery
Energy recovery
Humidification
0
Btuh
Blower
1707
Btuh
Piping
0
Btuh
Equipment load
14227
Btuh
Use manufacturer's data
y
Rate/swin multiplier
Equipmen� load
1.00
Btuh
Infiltration
sensible
8123
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
-122
Btuh
Ducts
-49
Btuh
Central vent (LER=50% 42 cfm)
-396
Btuh
Heating
Cooling
Energy recovery
Area (ft)
908
908
Equipment latent load
0
Btuh
Volume (ft)
7262
7262
Air changes/hour
0.45
0.23
Equipment Total Load (Sen+Lat)
8123
Btuh
Equiv. AVF (cfm)
54
28
Req. total capacity at 0.85 SHR
0.8
ton
Heating Equipment
Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make n/a
Trade Goodman
Trade n/a
Model Existing GMV95
Cond n/a
AHRI ref
Coil n/a
AHRI ref n/a
Efficiency
95AFUE
Efficiency
n/a
Heating Input
0
Btuh
Sensible cooling
0
Btuh
Heating output
0
Btuh
Latent cooling
0
Btuh
Temperature rise
0
'F
Total cooling
0
Btuh
Actual airflow
370
cfm
Actual airflow
370
cfm
Air flow factor
0.029
cfm/Btuh
Air flow factor
0.060
cfm/Btuh
Static pressure
0.70
in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
1.00
City of
"heat Ridge
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrigtslts�oft guitding ki 2018 -An -1912:36:32
Right-Sate®Uriversa12018 l 8.0.10 RSUI 5110 Page 1
��...tarts ProgramsWbbottAddition2915Ward CUT Calc=M,18 FrortDoorfaces: N
Crawl
Leif=
Job M 6182018
HVAC Consultants
Scale: 1 : 84
Performed by Michael Carson for:
Building DiV ge 1
AbboMddibm
13882 W. 68th Way
RightSuie®Universal 2018
2915 Ward Court
Arvada, CO 80004
18.0.10 RSU18110
Wheat Ridge, 0080215
Phone: 303-420-7532
2018 -Jun -19 12:36:43
Phone: 3035591268
hvac-residential-consultants.com hvacresidentalconsultant..
••AbbottAddbDn 2915 Ward Ct.rup
jamescan@juno.com
Main
Pulling off existing ductwork on
Goodman GMV95
Conditioned
12x8
Storage _
E]
8x12
8"
12"
12x4 30x8
92 cfrn 370 cfin
6":
6"
1
9
8'•
6 ,.
12x4
92 cf n
12x4
92 cfm
Frame this wall 2x6 cutting out
5.5x30 placing 30x8 RA grille
just above the baseboard.
Add a 12" elbow for below the
framed boxed RA for
supporting the flexible
ducting. Use SA straight boots
adding an elbow plus short
piece of metal to support the
flexible ducting. Any exposed
metal wrap with R-8. Note: all
ducting is run in the Crawl
attaching to Existing Crawl
Forced Air System.
Job M 6182018 HVAC Consultants Scale: 1 :84
Perforrned by Mchael Carson for. wheat Ridge Page 2
AbbottAddfion 13882 W. 68th Way RghtSule® Universal 2018
2915 Ward Court Arvada, CO 80004 luilding D1414M RSU18110
Wheat Ridge, CO 802152018,1un-1912:36:43
Phone: 303359.4268 Phone: 303-420 7532 ..AbbottAddition 2915 Warta Ctnrp
jamescan@juno.com hvac-residential-consultants.com hvacresidentialconsultant..
- + wrightsoft Duct System Summary
Entire House
HVAC Consultants
13882 W.681h Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hh✓acresdertbaicorsi/tards@gmaii.com Web: tuao-residertial-cormttarts.com
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Extemal static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest fri cti on rate
Actual airflow
Total effective length (TEL)
Heating
0.70
in H2O
0
in H2O
0.70
in H2O
0.352 / 0.348
in H2O
0.178
in/100ft
370
cbn
393 ft
Job: 6182018
Date: June 19, 2018
By: Michael Carson
Cooling
0
in H2O
0
in H2O
0
in H2O
0.000 / 0.000
in H2O
0
in/100ft
370
cfm
Supply Trunk Detail Table
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
Name
(Btuh)
Orn)
(cfm)
FR
(in)
(in)
Mab
Ln (ft)
Ln (ft)
Trunk
Entertainment
c 3238
92
92
0.178
6.0
OX 0
VlFx
57.4
140.0
st3
ErRertairment-A
c 3238
92
92
0.178
6.0
Ox 0
VI Fx
57.0
140.0
sty
Entertainment -B
c 3238
92
92
0.188
6.0
OX 0
VIFx
46.7
140.0
st5
Entertaimtert-C
c 323$
92
92
0.198
6.0
Ox 0
VIFX
38.0
140.0
st3
Supply Trunk Detail Table
Name
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Stud/Joist
Opening (in)
Name
Type
(dm)
(cfm)
FR
(fpm)
(in)
(in)
Matedal
Trunk
st4
PeakAVF
185
185
0.178
529
8.0
0 x 0
ShtMetl
st1
st1
PeakAVF
370
370
0.178
554
8.4
8 x 12
ShtMeti
st5
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st1
st3
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st4
Name
Gdlle
Size (in)
Htg
(cfrn)
Cig
(drrl)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mat
Trunk
rb1
Ox 0
370
370
195.5
0.178
471
12.0
Ox 0
VIFx
rt1
Mdrightsofr
Right-Sute®Uriversal 201818.0.10RSU18110
ICCK ...tarts Programs%AbbottAddition 2915Ward CLrp Calc=MJ8 FrontDoorfaces: N
2018-11r 19 12:36:32
Page 1
Return Trunk Detail Table
Name
Trunk
Type
Htg
(cfm)
Clg
(Cfm)
Design
FR
Meloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
rt1
PeakAVF
370
370
0.178
554
8.4
12 x 8
ShtMel
W CfghLSolt' -j, 2018-JuO 912:36:32
,. -,_, — Right-SutegUriversal 2018 18.0.10 RSU1 8110 ID,IAg►On Paget
ACCO...tarts Programs\Abbott Addition 2915Ward CtnQ Calc =MJ8 Frort Door faces: N S,;,16"n9
Manual S Compliance Report Job: 6182018
'i rig 1. �tso�a l � Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants '
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresidendalconsutards@gmail.com We :fiwao-residerdiat-corsutarAs.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Cooling Equipment
Design Conditions
Outdoor design DB:
90.8°F
Sensible gain:
8071
Btuh
Outdoor design WB:
60.1 °F
Latent gain:
9
Btuh
Indoor design DB:
75.0°F
Total gain:
0
Btuh
Indoor RH:
50%
Estimated airflow.
370
cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type
Manufacturer:
Model:
Actual airflow.
370
cfm
Sensible capacity:
0
Btuh
0% of load
Latent capacity:
0
Btuh
0% of load
Total capacity:
0
Btuh
0% of load SHR: 0%
Heating Equipment
Design
Outdoor design DB: 3.3°F Heat loss: 14053 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: Goodman Mfg.
Actual airflow. 370 cf-n
Output capacity: 0 Btuh
Meets all requirements ofACCA Manual S.
Model: Existing GMV95
0% of load
City of
whOW Ridga
Entering coil DB: 0°F
Entering coil WB: 0°F
Entering coil DB: 64.4°F
Temp, rise: 0 °F
BulCding oja!
wrightsoft- 2018 -Ari -19 12:36:32
�A Rgll-Sute®Uriversa12018 18.0.10 RSU18110 Page 1
tantsProgramsAbbottAdditlon2915Ward Ct.n>p Calc=MJ8 Fror>tDoorfaces:N
wrightsoft- Component Constructions
Entire House
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: tn2cresiderbalcorst/tarts@gmail.com Web: hvao-residertial-corstitarts.com
Wect Intormation
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Job: 6182018
Date: June 19, 2018
By. Michael Carson
Construction descriptions
Design
Conditions
U -value
Insul R
Location:
Loss Clg HTM
Indoor:
Heating
Cooling
Denver Stapleton Intl AP, CO, US
BtuhW2F
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Btuh
Design TD (°F)
67
16
Latitude: 40°N
0.320
Relative humidity (%)
30
50
Outdoor: Heating
Cooling
Moisture difference (gr/lb)
33.4
-33.5
Dry bulb (°F) 3
91
Infiltration:
0.81
317
Daily range (°F) -
27 (H
) Method
Simplified
21.0
Wet bulb (°F) -
60
Construction quality
Average
Wind speed (mph) 15.0
7.5
Fireplaces
0
4.34
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
112
dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
W
BtuhW2F
WFBtuh
Bt"2
Btuh
Btuhrft'
Btuh
Walls
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
12F-0sw. Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
n
393
0.065
21.0
4.34
1704
0.81
317
board int fnsh, 2'x6" wood frm, 16" o.c. stud
s
182
0.065
21.0
4.34
789
0.81
147
w
168
0.065
21.0
4.34
728
0.81
135
173
all
743
0.065
21.0
4.34
3221
0.81
599
Partitions
all
63
0.350
0
23.3
1471
8.26
(none)
Ceilings
Windows
2 glazing, dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing,
n
10
0.320
0
21.3
213
11.2
112
dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
s
12
0.320
0
21.3
256
18.1
217
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
846
all
46
0.320
0
21.3
982
25.6
1176
Doors
Door, wd sc type: Door, wd sc type
n
21
0.350
0
23.3
490
8.26
173
s
42
0.350
0
23.3
980
8.26
347
all
63
0.350
0
23.3
1471
8.26
520
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r,38 ceil ins, 5/8"
908
0.026
38.0
1.73
1574
1.22
1112
gypsum board int fnsh
Floors
19A-38bswp: Part floor, hrd wd fir fnsh, r-38 ins, frm fir, 12" thkns
908
0.029
38.0
1.66
1509
0.39
358
0W of
Whe°� R�d9e
Msjot%
O
wrightsof - 2018-Jth1912:36:32
AK•... Right Stite®Uriversal 201818.0.10 RSU18110 Page 1
tantsProgramsWbbottAddifion2915WardCt.np Calc=MJ8 FrontDoorfaoes: N
Project Summary Job: 6182018
wrightso�a ! l Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hracresidenfialcorrAtants@gmail.com Web: hvac resider6al-consultarts.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Notes: Information taken from plans dated 5/15/18.
Design Information
Weather: Denver Stapleton Intl AP, CO, US
Winter Design Conditions
Summer Design Conditions
Outside db 3
°F
Outside db
91
°F
Inside db 70
°F
Inside db
75
°F
Design TD 67
°F
Design TD
16
°F
Daily range
H
Relative humidity
50
%
Moisture difference
-34
grAb
Heating Summary
Sensible Cooling Equipment Load
Sizing
Structure 12047
Btuh
Structure
5861
Btuh
Ducts 904
Btuh
Ducts
253
Btuh
Central vent (SER=50%42 cfm) 1275
Btuh
Central vent (SER=50%42 cfm)
302
Btuh
Energy recovery
Energy recovery
Humidification 0
Btuh
Blower
1707
Btuh
Piping 0
Btuh
Equipment load 14227
Btuh
Use manufacturer's data
y
Rate/swing multiplier
Equipment
1.00
Infiltration
sensible load
8123
Btuh
Method Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
-122
Btuh
Ducts
-49
Btuh
Central vent (LER=50% 42 cfm)
-396
Btuh
Heating
Area
Cooling
Energy recovery
(ft) 908
908
Equipment latent load
0
Btuh
Volume (ft3) 7262
7262
Air changes/hour 0.45
0.23
Equipment Total Load (Sen+Lat)
8123
Btuh
Equiv. AVF (cfm) 54
28
Req. total capacity at 0.85 SHR
0.8
ton
Heating Equipment Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make n/a
Trade Goodman
Trade n/a
Model Existing GMV95
Cond n/a
AHRI ref
Coil n/a
AHRI ref n/a
Efficiency 95AFUE
Efficiency
n/a
Heating Input 0
Btuh
Sensible cooling
0
Btuh
Heating output 0
Btuh
Latent cooling
0
Btuh
Temperature rise 0
°F
Total cooling
0
Btuh
Actual airflow 370
cfm
Actual airflow
370
cfm
Airflowfactor 0.029
cfm/Btuh
Airflowfactor
0.060
cfm/Btuh
Static pressure 0.70
in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
1.00
G►hi _
Whept iW096
Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2.16in9 pivssion
wrightsoft 2018 -Ju -1912:36:32
A&K- • °-• - •-- Right -Sate® Universal 201818.0.10 RSU18110 Page 1
taws Programs'AbbottAdditon2915Ward Ct.rup Calc=MJ8 FrortDoorfaces: N
N
Crawl
Job #: 6182018
Performed by Michael Carson for:
AbbottAddition
2915 Ward Court
Wheat Ridge, CO 80215
Phone: 303-359-4268
jamescan@junc.com
HVAC Consultants
13882 W. 68th Way
Arvada, CO 80004
Phone: 303-420-7532
hvac-residential-consultants.com hvacresidentialconsultant..
Scale: 1 :84
„ng Divis�u
Page 1
RightSuite@ Universal 2018
18.0.10 RSU18110
2018 -Jun -1912:36:43
..AbbottAddition 2915 Ward Ct.rup
CI
Main
Conditioned
12x8
Storage 5
18x12
a
12"
Pulling off existing ductwork on
Goodman GMV95
12x4 30x8
92 cfm 370 cfm
6°
8"
Frame this wall 2x6 cutting out
5.5x30 placing 30x8 RAgrille
just above the baseboard.
^+� 6 Add a 12" elbow for below the
"^�•. framed boxed RAfor
supporting the flexible
ducting.Use SAstraight boots
adding an elbow plus short
12x4 piece of metal to support the
Entertainment 92 cfm flexible ducting. Any exposed
6 metal wrap with R-8. Note: all
ducting is run in the Crawl
attaching to Existing Crawl
6 Forced Air System.
12 x4 12 x4
92 cfm 92 cfm I City of
Wheat Ridge
Job #: 6182018
HVAC Consultants
Scale: 1 :84
Performed by Michael Carson for:
Page 2
AbbottAddition
13882 W. 68th Way
RightSuite® Universa12018
2915 Ward Court
Arvada, CO 80004
18.0.10 RSU18110
Wheat Ridge, CO 80215
Phone: 303-420-7532
2018,Jun-1 9 12:36:43
Phone: 303-3594268
hvac-residential-consultants.com hvacresidentalconsultant..
AbbottAddibon 2915 Ward Ct.rup
jamescan@juno.com
Duct System Summary Job: 6182018
Wri�ht5oft Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresidertialconsUtants@gmail.com Web: hvao residertial-coruultarts.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Supply Branch Detail Table
Heating
Cooling
External static pressure
0.70
in H2O
0
in H2O
Pressure losses
0
in H2O
0
in H2O
Available static pressure
0.70
in H2O
0
in H2O
Supply/ return available pressure
0.352 /0.348
in H2O
0.000 / 0.000
in H2O
Lowest friction rate
0.178
in/100ft
0
in/100ft
Actual air flow
370
cfm
370
cfrn
Total effective length (TEL)
c 3238
92
393 ft
0.178
Supply Branch Detail Table
I Supply Trunk Detail Table
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
Name
(Btuh)
(cfm)
(cfm)
FR
(in)
(in)
Mab
Ln (ft)
Ln (ft)
Trunk
Entertainmert
c 3238
92
92
0.178
6.0
OX 0
VlFX
57.4
140.0
st3
Ertertainment-A
c 3238
92
92
0.178
6.0
OX 0
VIFx
57.0
140.0
st5
Ertertairmert-B
C 3238
92
92
0.188
6.0
Ox 0
VIFx
46.7
140.0
st5
Entertairmert-C
c 3238
92
92
0.198
6.0
OX 0
VIFx
38.0
140.0
st3
I Supply Trunk Detail Table
Return Branch Detail Table
Name
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Stud/Joist
Opening (in)
Name
Type
(cfm)
(Cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st4
PeakAVF
185
185
0.178
529
8.0
0 x 0
ShtMetl
st1
st1
PeakAVF
370
370
0.178
554
8.4
8 x 12
ShtMetl
st5
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st1
st3
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st4
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(Cfm)
Cig
(Cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mat
Trunk
rb1
Oxo
370
370
195.5
0.178
471
12.0
Ox 0
VIFx
rt1
City of
Wheat Ridge
- wrightsoft- 201&Jur 1912:36:32
ACCKRiglt-Sate® Urrversal 2018 18.0.10 RSU18110 Page 1
.-tarts ProgramsWbbottAddition2915Ward Ct.rup Calc=MJ8 Frort Doorfaces: N
Name
Trunk
Type
Htg
(cfm)
Clg
(cfrn)
Design
FR
Meloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
rt1
PeakAVF
370
370
0.178
554
8.4
12 x 8
ShtMet
City of
wheat Ridr:
wrightsoft, Buitdin 2018-ArO912:36:32
— « ...„....s ,, R —, gFt-SuteO Uriversal 2018 18.0.10 RSU18110 9 Division Page 2
...tarts ProgramsWbbottAdditon2915Ward Ct.rup Calc=MJ8 FrortDoorfaces: N
I
Architecture � TECTS
Structural
Geotechnical L 'k WC ' A
ROCKY MOUNTAIN GROUP
;;LV lie 0 1799
Materials Testing
Forensic
Civil/Planning
SUBSURFACE SOIL INVESTIGATION
2915 Ward Ct
Wheat Ridge, Colorado
PREPARED FOR:
Darrion R. Abbott
2915 Ward Court
Wheat Ridge, CO 80215
JOB NO. 163253
April 27, 2018
Respectfully Submitted, Reviewed by,
RMG — Rocky Mountain Group RMG — Rocky Mountain Group D�PO O L'C�
AW 0 l 4/27/18 6�
V .
0053145 "{:
Matthew Meier E.I.T. Forrest K. Wright, P.E.
Geotechnical Staff Engineer Sr. Geotechnical Project Engineer �s`S�ONAL �1
G"CA
wo 110do
lou"o 0006
Southern Office: Central Office: Northern Office: Fort Collins: 970-616-4364
Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145
719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077
www. rmgengineers.com
2915 Ward Ct
Wheat Ridge, Colorado
Scope of Investigation
RMG - Rocky Mountain Group drilled two test borings at the above -referenced address on April 9,
2018. The layout of the site and the approximate location of our explorations are provided in Figure 1,
Aerial Site Map. Our findings, conclusions and recommendations are provided in this report.
This report presents geotechnical engineering recommendations for design and construction of
residential foundations. The following is excluded from the scope of this report including but not limited
to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow
avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and
natural resources.
Site Description and Proposed Construction
The site was developed and occupied at the time of our field exploration. The site is currently occupied
by a single -story residential structure and several detached shed structures. Based on conversations with
the client, it is our understanding that the existing residential structure is established over a crawlspace.
It is assumed that the existing structure has been founded on a continuous bearing footing system below
the bottom of the existing crawl space depth. The conditions of the existing structures have not been
evaluated for this report.
It is our understanding that a new single -story addition to the existing residential structure is planned for
the proposed construction. The new addition is to be constructed with a crawlspace. It has been
assumed that the addition is to consist of light, wood framed construction and that the excavation for the
addition will not exceed 4 feet deep from the existing ground surface. If the proposed construction
differs from the information provided or the assumptions made, RMG should be contacted immediately
to review the differences and how they may impact construction and design of the proposed
construction.
Subsurface Materials
The subsurface materials encountered during the explorations were generally classified using the
Unified Soils Classification System (USCS).
Topsoil
Topsoil was encountered in the test borings to approximately 6 to 12 inches below the existing ground
surface (bgs). Topsoil is generally defined as a surficial layer of soil which contains a higher percentage
of organic matter of decayed plant roots, stems, and leaves. Topsoil is not considered suitable for
construction. Topsoil was visually described as dark brown to black and moist.
Native Soils
Underlying the surficial topsoil, native soils were encountered in the test borings to approximately 12
feet bgs. Native soils were generally classified as stiff to very stiff sandy clay. Native soils were
visually described as brown and moist to wet.
RMG — Rocky Mountain Group 2 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Bedrock
Underlying the native soils, bedrock was encountered in the test borings to the termination depths.
Bedrock was generally classified as firm claystone. Bedrock was visually described as brown to gray
and wet.
Groundwater
Groundwater was encountered was not encountered in B-1 and was encountered at 9 feet in B-2 at the
time of drilling. However, when checked two days subsequent to drilling, groundwater was encountered
at 7 feet in B-1 and at 7 feet in B-2. Fluctuations in groundwater and subsurface moisture conditions
may occur due to variations in rainfall and other factors not readily apparent at this time. Development
of the property and adjacent properties may also affect groundwater levels.
Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials
are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the
engineer's classification of samples. Lines shown on the logs represent the approximate boundary
between subsurface materials, and the actual transition may be gradual and vary across the site. An
Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results
are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5.
Swell/Consolidation Test Results are presented in Figures 6 and 7.
Summary of Findings
The results of this investigation indicate that the site is suitable for the proposed construction, provided
the recommendations presented herein are implemented and appropriate construction practices are
followed. It has been assumed that the existing structure has been founded on a continuous bearing
footing system. In order to reduce the likelihood of differential movement between the existing structure
and the proposed additions, the proposed additions should be supported atop the same type of foundation
and the same soil conditions as the original structure. If it is determined that the existing structure is not
supported on a shallow foundation type or that the existing foundation bears atop a different soil
condition, it is the responsibility of the builder or contractor to contact this office for alternate
foundation design recommendations.
Due to the shallow groundwater encountered in the test borings, new foundation bearing components
should not be placed deeper than 4 feet bgs. Depending on the conditions encountered in the
excavation, additional drainage/dewatering systems and/or foundation stabilization may be
recommended.
Fill materials were not encountered in the test borings. However, backfill materials from the original
construction may be encountered. It is recommended that the new foundations extend down through the
fill materials to bear on the native soils below. Unless appropriate documentation can be provided, it will
be assumed that this fill was not moisture conditioned and compacted in a manner consistent with the
Structural Fill recommendations contained within this report. If such fill is encountered, it is not
considered suitable for support of shallow foundations.
RMG — Rocky Mountain Group 3 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Foundation Recommendations
A spread footing foundation supported on the same soil conditions as the original structure is suitable for
the proposed residential structure. A maximum allowable bearing pressure of 2,000 psf with no
minimum dead load requirement may be used for design. The foundation design should be prepared by
a qualified Colorado Registered Professional Engineer using the recommendations presented in this
report. This foundation system should be designed to span a minimum of 10 feet under the design loads.
The bottoms of exterior foundations should be at least 36 inches below finished grade for frost
protection. Footings and isolated pads should not be placed on frozen or saturated soil. Prior to placing
concrete, all bearing surfaces must be cleared of loose material.
Open Excavation Observation
During construction, foundation excavations should be observed by RMG prior to placing structural fill,
forms, or concrete to verify the foundation bearing conditions for each structure. Based on the
conditions observed in the foundation excavation, the recommendations made at the time of construction
may vary from those contained herein. In the case of differences, the Open Excavation Observation
report shall be considered to be the governing document. The recommendations presented herein are
intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions
exposed in the excavation and determining the final recommendations for foundation construction.
It is recommended that excavation equipment remain on-site until the open excavation
observation has been completed. If unsuitable conditions are identified during the open excavation
observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils,
etc., additional earthwork recommendations and/or testing and potentially alternative foundation
recommendations may be required at an additional cost.
Structural Floors
It is our understanding that a structural floor system (supported by the foundation independently of the
subgrade soils) is to be used for the interior floor system of the proposed structures. If a non -concrete
system is used, environmental health hazards associated with mold growth in crawlspaces must be
reduced by utilizing "clean" construction methods. The floor should be properly sealed and vented. A
ventilation system activated by temperature and humidity levels may be required in the crawlspace. The
entire floor system and ventilation system should be designed by a qualified professional.
Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included
in this report.
Interior Partitions
Interior non-bearing partitions walls and other attached finishes do not require isolation from the
structural floor system.
Lateral Earth Pressures
Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low -
expansive, on-site backfill materials, we recommend an equivalent fluid pressure of 50 pcf for "Active"
conditions and 70 pcf for "At -Rest" conditions be used for design.
RMG — Rocky Mountain Group 4 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures
for sloping/undrained conditions should be determined on an individual basis.
Excavations
Excavations for the project are expected to encounter primarily sandy clay soils. The native soils will
generally be excavatable with heavy-duty earth moving equipment. The excavated on-site soils may be
reused as structural fill, provided the recommendations set forth herein are implemented.
The contractor should provide safely sloped excavations or an appropriately designed and constructed
braced -shoring system, in compliance with Occupational Safety and Health Administration (OSHA,
2005) guidelines, for employees working in an excavation that may expose employees to the danger of
moving ground. In our opinion, the native soils should generally be considered a Type "A" soil when
applying the OSHA guidelines. For these soil conditions, OSHA recommends a temporary slope
inclination of 3/4H:1 V or flatter for excavations 20 feet or less in depth. Some surface sloughing may
occur on the slope face at these angles. Steeper cut slopes may be utilized for excavations less than 4
feet deep depending on the strength, moisture content, and homogeneity of the soils as observed in the
field. Appropriate slope inclinations should be evaluated in the field by an OSHA -qualified "Competent
Person" based on the actual conditions encountered.
Site Grading
The following sections present recommendations for earthwork during construction including site
preparation, structural fill, and exterior backfill.
Site Preparation
Prior to construction, the ground surface in proposed structure and improvement areas should be
stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native
soils and other deleterious material. This includes areas below foundation and floor slabs. The
existing soil stockpile is considered unsuitable material and will require removal within
construction area. Care should be taken to reduce drying of the subgrade soil below the foundation
during construction. Site preparation procedures should be performed such that the potential for
standing and ponding of water around the site is reduced. During wet weather earthen berms,
swales, or other means should be used to direct water away from excavations. Water that
accumulates in excavations should be pumped out or otherwise removed and these areas should be
allowed to return to their "natural" moisture condition before resuming construction.
Structural Fill
In the event structural fill is needed, areas to receive structural fill should have topsoil, organic
material, or debris removed and the upper 6 inches of the exposed surface soils should be scarified
and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum
moisture content) and compacted to a minimum of 95 percent of the maximum dry density as
determined by the Standard Proctor test (ASTM D-698) prior to placing structural fill.
Structural fill placed on slopes should be benched into the slope. Maximum bench heights should
not exceed 4 feet, and bench widths should be wide enough to accommodate compaction
equipment.
RMG — Rocky Mountain Group 5 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Based on the field explorations and the laboratory testing, the existing on-site clay soil may be
acceptable for use as structural fill. This material should generally be free of topsoil, organics,
debris, particles greater than 3 inches in diameter, and other deleterious materials. Once excavated
and processed, on-site soils to be used as structural fill should be separated and stockpiled to be
evaluated by the project geotechnical engineer for suitability.
Structural fill shall consist of granular, non -expansive material, and it should be placed in loose
lifts not exceeding 8 inches, moisture conditioned to a minimum of 1 percent to 4 percent above
optimum moisture content (as determined by the Standard Proctor test, ASTM D-698) and
compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard
Proctor test, ASTM D-698. The materials should be compacted by mechanical means. Material
not meeting the above requirements shall be removed and reprocessed.
Earthwork operations should be observed and compaction of structural fill materials should be
tested by the project's geotechnical consultant. It is the responsibility of the builder or
contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of
a fill sample, or certify the fill material. Early testing is recommended to demonstrate that
placement and compaction methods are achieving the required compaction for the entire depth of
fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved
required performance.
Exterior Bac>jll
Backfill should generally be free of topsoil, organics, particles greater than 4 inches in diameter,
debris, or other deleterious material. Backfill should be placed in loose lifts not exceeding 8 to 12
inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum
moisture content) and compacted to 90 percent of the maximum dry density as determined by the
Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where
backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent
of the maximum dry density as determined by the Standard Proctor test, ASTM D-698.
Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed
4 feet, and bench widths should be wide enough to accommodate compaction equipment.
The appropriate government/utility specifications should be used for fill placed in utility trenches.
If material is imported for backfill, the material should be approved by the Geotechnical Engineer
prior to hauling it to the site.
The backfill should not be placed on frozen subgrade or allowed to freeze during moisture
conditioning and placement. Backfill should be compacted by mechanical means, and foundation
walls should be braced during backfilling and compaction.
Surface Grading and Drainage
Drainage is an important key to the successful performance of shallow foundations. The ground surface
should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This
is equivalent to 12 inches of fall across this 10 -foot zone. If a l0 -foot zone is not possible on the upslope
side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation
and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and
RMG — Rocky Mountain Group 6 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
transport it around and away from the structure. Roof drains should extend across backfill zones and
landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that
homeowners maintain the surface grading and drainage recommended in this report to help prevent
water from being directed toward and/or ponding near the foundations. Failure to maintain positive
surface drainage away from the structure may result in localized differential vertical movement of
foundations and slabs.
Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls
should be limited to those with low moisture requirements; and irrigated grass should not be located
within 5 feet of the foundation. To help control weed growth, geotextiles should be used below
landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended.
Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the
amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab
and foundation movements.
Perimeter Drain
A subsurface perimeter drain is recommended around portions of the structure which will have habitable
or storage space located below the finished ground surface. This includes crawlspace areas but not the
walkout trench, if applicable. A typical drain detail is presented in Figure 8.
A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others.
Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation
performance or moisture intrusion into the basement area.
Concrete
Type 1/II cement is recommended for concrete in contact with the subsurface materials. Calcium
chloride should be used with caution for soils with high sulfate contents. The concrete should not be
placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from
freezing. This may require covering the concrete with insulated blankets and heating. Concrete work
should be completed in accordance with the latest applicable guidelines and standards published by ACI.
Foundation Configuration Remarks
The configuration of the foundation system is critical to its performance. The position of foundation
windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation
performance. The nature of residential foundation construction does not allow for control of these
conditions by the Foundation Design Engineer. Improper placement of the above can result in
differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The
Foundation Design Engineer should be contacted regarding the foundation configuration.
RMG — Rocky Mountain Group 7 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
General Remarks
The recommendations provided in this report are based upon the subsurface conditions encountered in
the test borings, anticipated foundation loads, and accepted engineering practices and principles in the
area at the time of report preparation. No warranty is made or implied in this report that this firm has an
all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no
evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations
across the site may not become evident until construction commences or thereafter. The construction
process itself may also alter subsurface conditions. If variations appear evident at the time of
construction, our office should be notified. If additional mass site grading is performed at the site which
results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our
office should be informed about these changes. If needed and/or if desired, we will reexamine our
analyses and make supplemental recommendations.
The recommendations are intended to reduce differential movement. However, it should be noted that
geotechnical engineering recommendations are not an exact science. The recommendations presented in
a geotechnical engineering report are not based only on the analytical and empirical tools but rely on
engineering judgement as well. The fact that professional judgements must be used in making
recommendations means that the conclusions and recommendations presented in a geotechnical
engineering report should not be considered risk-free and, more importantly, are not a guarantee that the
interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be
recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will
likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or
other structural components should be implemented to mitigate potential damage to the structure.
Subsequent owners should be provided a copy of this report. The recommendations are based on
accepted local engineering practice and are intended for individuals familiar with local construction
practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado
Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological
Survey. Recommendations contained in the report are also applicable for prevention of settlement due to
wetting of support soils.
RMG does not assure the existence of and/or the compliance with the above recommendations. This is
the responsibility of the client referenced on the first page. RMG provided recommendations only and
does not supervise, direct or control the implementation of the recommendations.
Senate Bill 13
This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and
Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days
prior to closing.
The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on
the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive
soil and bedrock may result in movement of foundation components and floor slabs. The
recommendations presented in this report are intended to reduce, not eliminate, these movements.
The homeowner and builder should review and become familiar with Special Publications 43 issued by
the Colorado Geologic Survey.
RMG — Rocky Mountain Group 8 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are
satisfied.
If we can be of further assistance in discussing the contents of this report or analysis of the proposed
project, from a geotechnical engineering point -of -view, please feel free to contact us.
RMG — Rocky Mountain Group 9 RMG Job No. 163253
W 29TH AVE
NOT TO SCALE
N
W E
S
-0- APPROXIMATE TEST BORING LOCATION
ARCHITECTS
RI MG
ENC3INEERS
ROCKY MOUNTAIN GROUP
soudem office
Colorado SprV g%CO 80918
(719)548-0600
CenhalORke:
Englewood, CO 80112
(303)688-8475
Notdwn Omm.
Greeley / Evan. CO 80620
(970)330-1071
AERIAL SITE MAP
2915 WARD CT
WHEAT RIDGE, COLORADO
DARRION R. ABBOTT
JOB. No. 163253
FIG. No. 1
DATE: 04.23.2018
SOILS DESCRIPTION
CLAYSTONE
SANDY CLAY
1 ,, 11
;, ,_,, TOPSOIL
UNLESS NOTED OTHERWISE, ALL LABORATORY
TESTS PRESENTED HEREIN WERE PERFORMED BY:
RMG - ROCKY MOUNTAIN GROUP
14 INVERNESS DR. EAST, SUITE E-136
ENGLEWOOD, COLORADO
SYMBOLS AND NOTES
STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO
THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM
XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS
OTHERWISE INDICATED).
UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO
THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM
u XX D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS
OTHERWISE INDICATED).
FREE WATER TABLE
DEPTH AT WHICH BORING CAVED
eBULK
DISTURBED BULK SAMPLE
®
AUG AUGER "CUTTINGS"
4.5
WATER CONTENT (%)
ROCKY MOUNTAIN GROUP
JOB No. 163253
ARCHITECTS
D�
EXPLANATION OF
Structural
�i
Maiak Teeing
FIGURE No. 2
"'���
ENGINEERS
TEST BORING LOGS
�rxak s� �°°�°�ate °tee
DATE 4/23/18
3910 Nx[m Bulla Parkway
CdaraEo spi g , W 80918
(/19) 5d8-0
SWTHERN C/JLOR M ME R METRO. NORTHERN COLORADO
TEST BORING: B-1
DATE DRILLED:
4/9/18
ELEVATION FT :
( )
GROUNDWATER @ 7.0'
4/11/1800
F-
w
w
a
Q
�
w
o
cn
3
-j
0
z
r
0
L)
a
TEST BORING: B-2
DATE DRILLED:
4/9/18
ELEVATION (FT):
GROUNDWATER @ 7.0'
4/11/18
LL
=
~
w
o
JO
Co
w
a
2
Q
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L
w
a
0
z
Z
ov
III
[TOPSOIL] - brown, moist
5
10
15
20
16
23
45
35
12.8
20.8
18.8
22.4
[TOPSOIL] - brown, moist
5
10
15
20
11
32
38
41
26.E
22.;
20.1
21.(
Sandy CLAY - brown, stiff to very
stiff, moist to wet
Sandy CLAY - brown, stiff, moist
to wet
CLAYSTONE - brown to gray,
firm, wet
CLAYSTONE - brown, firm, wet
ROCKY MOUNTAIN GROUP
ARCHITECTS
A hilertiaal Gmletlincal
Sirucwral RMG Materials Tsstirq
F- CMI. Pla—
ENGINEERS
6do-ado Sainor lOnnorafe OF )
2910 Austin Bugs Parkway
Co d,Spiigs,CO80918
(719) S/BU800
80 ERN COLORADO, DENVER METRO, NORTHERN COLORADO
TEST BORING
LOGS
JOB No. 163253
FIGURE No. 3
DATE 4/27/18
ROCKY MOUNTAIN GROUP
ARCHITECTS
KMU
N.
Shutlural Ma[enak Telling
Freerrcirs Citil, gsinin9
ENGINEERS
Ca'§ S- lComr Office,
Cdondo Sprps, CO 80918
SOIiiHERN COLORADO, DENVER METRO, NORTHERN COLORADO
SUMMARY OF
LABORATORY TEST
RESULTS
JOB No. 163253
FIGURE No. 4
PAGE 1 OF 1
DATE 4/23/18
Test Boring
9
No.
Depth
p
Water
Content
D
( /o)
Dry
Density
tY
(pct)
% FHA
Liquid Plasticity Retained % Expansion
Limit Index Passing No. pressure
No.4 Sieve 200 Sieve s
% Swell/ USCS
Collapse Classification
�
B-1
4.0
12.8
100.8
41 29 63.6
CL
B-1
9.0
20.8
---0.4
B-1
14.0
18.8
110.0
99.2
3.0
B-1
19.0
22.4
B-2
4.0
26.8
B-2
9.0
22.2
B-2
14.0
20.9
109.7
4.7
B-2
19.0
21.6
ROCKY MOUNTAIN GROUP
ARCHITECTS
KMU
N.
Shutlural Ma[enak Telling
Freerrcirs Citil, gsinin9
ENGINEERS
Ca'§ S- lComr Office,
Cdondo Sprps, CO 80918
SOIiiHERN COLORADO, DENVER METRO, NORTHERN COLORADO
SUMMARY OF
LABORATORY TEST
RESULTS
JOB No. 163253
FIGURE No. 4
PAGE 1 OF 1
DATE 4/23/18
100
90
1--80
2
C7
X70
X60
Z
X50
Q
EL
I-40
z
Lu
w30
Lu
a-
20 20
10
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER
3 1.5 1 3/4 1/23/8 4 10 20 40 100 200
Iuu 1u 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
I SAND
SILT OR CLAY
coarse fine
coarse I medium I fine
Test Boring Depth (ft) Classification LL PL FPI
• 1 B-1 4.0 SANDY LEAN CLAY(CL) 41 12 29
MI B-1 14.0
Test B
B-1
X B-1
:h (ft) %Gravel %Sand %Silt
4.0 63.6
14.0 99.2
ROCKY MOUNTAIN GROUP
ARCHITECTS
NcMIMurN
Gm[ttAnd
StrunurN
RMG
M#'+Tek TUGny
Formats
CIW, gswirp
cae..ao sw1�rr ere aricer
29,9 Aus1n 9uRe Pakwry
SOUTHERN COLORADO, DENVERR METRO.
RO. NORTHERN COLORADO
JOB No. 163253
SOIL CLASSIFICATIONI FIGURE No. 5
DATA
DATE 4/23/18
F
z
0
z
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LU
0
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x
w
0
z
0
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U)
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n-
m
O
0
in
S^
1001, 000
APPLIED PRESSURE - PSF
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado SAMPLE LOCATION: B-1 @ 4 FT
SAMPLE DESCRIPTION: Sandy CLAY NATURAL DRY UNIT WEIGHT: 100.8 PCF
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 12.8%
PERCENT SWELUCOMPRFRRION, - n A
s
3mm
go
Ai
10,000
I vu
APPLIED-WES URE - PSF 10,000
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado SAMPLE LOCATION: B-1 @ 14 FT
SAMPLE DESCRIPTION: CLAYSTONE NATURAL DRY UNIT WEIGHT: 110.0 PCF
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 18.8%
PERCENT SWELUCOMPRESSION: 3.0
ROCKY MOUNTAIN GROUP IF
JOB No. 163253
ARCHITECTS
RMGG`��T- SWELL/CONSOLIDATION
M���T� FIGURE No. 6
Fo G� �m9
ENGINEERS TEST RESULTS
DATE 4/23/18
29,d Nwpn BWIq Rakway
OdoraEo Sgr�c, GO 809,8
SOUTHERN CALIXtADO, DENVER METRO, NORTHERN COLd2AD0
z
O
U)
z
a
a
x
w
0
z
O
U)
U)
LU
Of
a
O
O
-61
100
APPLIED P'RE`SSURE - PSF
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado
SAMPLE DESCRIPTION: CLAYSTONE
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF
ROCKY MOUNTAIN GROUP
10,000
SAMPLE LOCATION: B-2 @ 14 FT
NATURAL DRY UNIT WEIGHT: 109.7 PCF
NATURAL MOISTURE CONTENT: 20.9
PERCENT SWELUCOMPRESSION: 4.7
JOB No. 163253
SWELL/CONSOLIDATIONI FIGURE No. 7
TEST RESULTS
DATE 4/23/18
ARCHITECTS
NchlecMal
Geutechriwl
RM G
Materiak Testing
ENGINEERS
�a
cdo•, SMM (C� Mml
29,0 Plana BWlls PmA ay
Cdoratlo 0pirga, CO 00919
-ERN COLORPDD, DENVER METRO, NORTHERN CIX.ORf�D
10,000
SAMPLE LOCATION: B-2 @ 14 FT
NATURAL DRY UNIT WEIGHT: 109.7 PCF
NATURAL MOISTURE CONTENT: 20.9
PERCENT SWELUCOMPRESSION: 4.7
JOB No. 163253
SWELL/CONSOLIDATIONI FIGURE No. 7
TEST RESULTS
DATE 4/23/18
EXTERIOR BACK FILL
Z i\
F
o POLYETHYLENE FILM SEALED TO WALL AND
z J ° �' EXTENDED AROUND BOTTOM OF GRAVEL
o < �� COLLECTOR AS SHOWN
x
10" MIN 3" --- -- MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT
i MIN - WRAP BOTTOM EDGE ALONG
1 \
31, POLYETHYLENE FILM AND WRAP TOP EDGE
z , ; MIN ALONG FOOTING (AS SHOWN)
GRAVEL COLLECTOR:
GRAVEL SIZE TO BE AT LEAST 2X
THE WIDTH OF SLOTTED
\�\ PERFORATIONS OR 1.5X THE
DIAMETER OF ROUND
FOOTING PERFORATIONS
\!VA y�A�
3" MIN PERFORATED
�Q PIPE (U.N.O.)
GENERAL NOTES:
1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS
2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION
WHICH SHALL BE SOLID, NON -PERFORATED PIPE.
3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET.
4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY
OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED.
5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED
DEPTH AND APPLICATION
6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED
PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION.
Southern Office
ARCHITECTS Colorado Springs,CO
RMG80918
Central
(719)548-0600
Central Office.'
E N G I N E E R S Englewood, CO 80112
(303)688-9475
Northem Office:
ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620
(970) 330-1071
SPREAD FOOTING
PERIMETER DRAIN
FIG No. 8
City of Wheat Ridge
Residential Addition PERMIT - 201801799
PERMIT NO: 201801799 ISSUED: 06/29/2018
JOB ADDRESS: 2915 Ward CT EXPIRES: 06/29/2019
JOB DESCRIPTION: Add a heated living/entertainment room on west side with crawl space;
Reinforce existing foundation on north side; Electrical service panel
upgrade, 200 amps; 957 sq ft
*** CONTACTS ***
OWNER (303)803-3263 ABBOTT DARRION
SUB (303)359-4268 James Cressman 020719 3R SERVICES
SUB (720)458-8411 Scott Berkman 080190 Current Installations
SUB tECHNIC 110053 TechnicAir Mechanical
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 56,000.00
FEES
Total Valuation 0.00
Plan Review Fee 505.60
Use Tax 11176.00
Permit Fee 777.85
** TOTAL ** 2,459.45
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap provedplans and specifications;applicable building codes, and all applicable municipal codes, policies and procedures, and that I am e legal owner or have been authorizedbythe legal ownerofthe propertyand am authorized to obtain this permit and perform thework descbed and approved in conjunction with
this permit, I further attest that I am legally authorized to include alt 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 orl. eMTRAC�1'O5"Circle one) Date
I. This permit was issued based on the info action provided in the permit application and accompanying plans and specifications and is
subject to the compliance with thosed`ocuments, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code�pgany ordmancl Jr regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building'Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
#y
Residential Addition PERMIT -
201801799
PERMIT NO:
201801799
ISSUED:
06/29/2018
JOB ADDRESS:
2915 Ward CT
EXPIRES:
06/29/2019
JOB DESCRIPTION:
Add a heated living/entertainment room on west side
with crawl space;
Reinforce existing foundation on north side; Electrical
service panel
upgrade, 200 amps; 957 sq ft
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap provedplans and specifications;applicable building codes, and all applicable municipal codes, policies and procedures, and that I am e legal owner or have been authorizedbythe legal ownerofthe propertyand am authorized to obtain this permit and perform thework descbed and approved in conjunction with
this permit, I further attest that I am legally authorized to include alt 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 orl. eMTRAC�1'O5"Circle one) Date
I. This permit was issued based on the info action provided in the permit application and accompanying plans and specifications and is
subject to the compliance with thosed`ocuments, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe it shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code�pgany ordmancl Jr regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building'Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
�Wheat P., dge
MUNITy DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a)ci.wheatrid4e.co.us
FOR OFFICE USE ,ONLY
Date: & / ZQ' I J
Plan/Permit # c&
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:
Zg /
c._/,
Property Owner (p/ease print):j�Z 7 Phone: -703�1Q__ 3-20
Property Owner Email:s: W-0�5-/ (0 C 02a2Gcs S /-I-e-
Tenant (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address: // )� A�Vz-e-
City, State, Zip: XIZX�_
Arch itect/Ena ineer:
Architect/Engineer E-mail:
Phone:
Contractor:
City of Wheat Ridge License #: a,P-O 7 Phone: ✓� �� y� ��
Contractor E-mail Address: i C�, nc e S C 0_-z4& Lc" c, 4-n4
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): oo Phone: -0-3 -
CONTACT EMAIL(p/ease print): f o-41--of-Cc-i4 4e
Sub Contractors (Must provide Wheat Ridge License No.):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
❑ COMMERCIAL RESIDENTIAL
Description of work: For ALL projects, 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.
Commercial Projects Only: Occupancy Type:
Sq. FULF BTUs
Amps �,���!� Squares
Construction Type:
Gallons
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ S^ . ��
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided offlhe-application.
CIRCLE ONE: (OWNER)( (CONTRACTOR) od (AUTHORIZED REPRESENTATIVE)
Signature (first and last name):
Printed Name:
DEPARTMENT USE ONLY
ZONING COMMMENTS:
iA�
Reviewer.
BUILDINGDEPA M T C AEVSX�//
Reviewer
PUBLIC WORKS COMMENTS:
Reviewer:
of (OWNER) (CONTRACTOR)
DATE: o�C/
�a
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE: J
Building Division Valuation, M
City of
Wh6a-tj�id�e
COMMUNITY DEVELOPMENT
-SUB-CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
This form will not be accepted with missing information.
Project Address:
General Contractor:
I Electrical Sub -Contractor
Company Name:
State License #:
Permit #:
Phone #:
Master #:
Wheat Ridge License #: (required field)
Signature of Authorized Agent Date
Plumbing Sub -Contractor
Company Name: Phone #:
State License #: Master #:
Wheat Ridge License #:
Signature of Authorized Agent
required field)
Date
I Mechanical Contractor I
Company Name: 'T& A n: a_0'. r Phone: izo - - oLtg
me 6%."'o t-&,
Wheat Ridge License #:-1A,0a 5�"3 (required Meld)
139'101tCe Ce_K —61". " /1
Signature of Authorized Agent Date
City of
t1V heat PNdge
COMMUNITY DEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
This form will not be accepted with missing information.
'
Project Address: C � l s LtS I ((� Permit #:
General Contractor:
Electrical Sub -Contractor
Company Name. .Lrrenk . I n�k�i\C,�Arj$hone #:
State License #: Master #:
Wheat Ridge License #: �Fc I q 0 (required field)
Signature of Authorized Agent Date
Plumbing Sub -Contractor
Company Name:
Phone #:
State License M Master #:
Wheat Ridge License #:
(required field)
Signature of Authorized Agent Date
Mechanical Contractor
Company Name:
Phone:
Wheat Ridge License #: (required field)
Signature of Authorized Agent Date
Rev. 09/2017
RESIDENTIAL Building Permit – Plan Review Worksheet
Address: 2 l S l/`/ �� Zoning:—
Lot Size: 21sq. ft. Lot Width: 0 ft.
Property in the flood plain? IIff yes,
notify PW Floodplain Administrator and add surveying condition FLD
Subdivision: Any conflict? (Y/N) -AZ
Related Cases:
Type of project (applicable survey conditions in parenthesis):
❑ Accessory ISP, ILC or site plan none if in floodplain (FLD)
Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD)
❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS)
if in floodplain (FLD)
Maximum Lot Coverage
I -11D
Existing Improvements (footprints):
House: 21 1� -c�
sq. ft.
Shed: 525
sq. ft.
Detached garage:
sq ft.
Other: 2{
sq. ft.
Total Existing �, C� \ sq. ft
Lot Coverage %
% I '� 2 Ll sq. ft.
Proposed Improvements (footprints):
House/addition: 3 D0c7 sq. ft.
Shed: q00 sq. ft
Detached Garage: sq. ft.
Other: 2 � ,e sq. ft.
Proposed+Existing 40 sq. ft
Lot Coverage %
Required Setbacks: FR 2 SS -' R j ��Se,
1 S ' -t"o
Provided Setbacks: FR S g, S R l Q 2
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FND.
Maximum Height: 5 ft. Maximum Size: �7` I sq. ft.
Proposed Height: ft. Proposed Size: -3U 1 �o sq. ft.
Does the bulk plane apply? (Y/N)
If yes, does it meet on all sides (Y/N): FR S S R
(See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3)
Parkland Conditions ,n )
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? V "'
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions? ,
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area _�v l ) / existing floor area d`�� _ % increase
If any box above is checked...
For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
❑ For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot - width of driveway / 70 = (round up for required trees)
/ Street trees required: Street trees provided:
100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dtt approved as an independent dwelling unit.
DATE 04/11/2018FFE$275.00 joag 18-110
Ct1ENT DARRI�1 Al3>30'TT
RoLPOW -rt
gDDRFSS 2915 HAM COMT
LAND SUR VEYI NG NAME STT
54W WARY ROAD • Sum 160
ARVADA, COLORADO 80()02
(303) 420-4788
IMPROVEMENT LOCATION CERTIFICATE'_
Norms:
1. Certificate is based on control as sh°wTi, an Imprownterit Stuvcy
Plat is rwxminiended for Precise location of imprmvempds.
2_ [.)cation of fence lines, if shown, are approximate.
N
Scale_ 1"=,W
How
Portion of shuts mry exleod into
Utility casement as s>o%n
LEGAL DESCRIPT{ON
(PER CLIEN
LOT i, T
ABBOTT 00HBOLmATION,
coDNTY OF JElPB'ERSOt7,
STATE OF COLORADO
IN
i�
i
;Ol
QvI
1
/A' Wide Milky Eaamerrn (P- P&O I
1
_._------------------._.-.._-_------_--- ------... ---._--__.i
1.(yr J
--------- -- ----x- -------
f
-----f--- -z- -
I '
One si
HIK& R Wane -tsa.9
4-
1 1 4
•, t � I r t
Crawl Speer
Arcexa �. VC
- L
0
S99`iY12'w 148.91
WEST 29Th AVENUE
Nr RKAIT (W WAY
LEGrENt)
Fence fine
- - - : Conm-lc
--- - ------ _I Creubo
0 Fowtd 1/2" S(uarc Bar
I
On the basis of r p &{prmation and belief, I hereby certify that this improvement location certificate was prepared for
, that it is not a Land Survey Plat
or Improvement Survey Plat, and that it is not to be relied uport-for the �stabtishment-ef-fence, building, or other future
improvement lines. i further certify that the improvements -Ob b the abdve described parcel ori -td' date, except utility
connections, are entirety within the boundaries of th�xcep as shown, that there are no encr chments upon the
described premises by improvements on any adpi Wig premises, ex pt as indicated, and that there is no ap rent evidence or
sign of any easement crossing or burdening any of said parcel, a pt asAnotehbOnCf: TTasbca im certi5r�e is prepared far the purpose of use by slated /rdaliondigi of Ure ervoranents to the boundary Wm can be an Irnprovanaq Pmt situated as shown ad pop" conws or propyty-nes. A mare precise
wd enaoxhrraents are rxded. R.E PORT d AS X)CIATES W and riooer Pal rN to he toiocearxl CM41csre snd� anpro�arrrents
o* to Cee Danies
spacHfcaryr atarnn tragion. Acceptatoe andr«use o! aas frnproven,aa a r« prspaY�- Sgreenwnt a terms stat hereon.
"OTE IS DIIAYM USM
I{ArraOAMeLIZOR
SM110" AND 0
Z).6
Ilow
DATE 04/11/2018FEE $275.00 Jvart 18-110
CLIENT DARRION ABBOTT
ADDR 2915 WNW COURT
LAND SURVEY[ N G MAME ABBOTT
5400 WAR.) RLIkAu • Sullf. 160
ARVAC..d. CCA,0T-.AW' S -A -X-)2
(303) 420-4788
IMPROVEMENT Wc.ATK)N CERTIF ICAI't
KTI t ti:
1. C:erriticwe is basad on control as showzt an Impoacment Survcy
Plat is recrmramilled for precise k cation of improvements.
?. Location of rev" lines, if shown, are approximate.
N
SO
_�
1ue
PDfrmN ots&6 nmy tstmd imo
Utility cale"KM as 0"'M
LEGAL DESCRIPTION
(PER CUEM1)
IAT 1,
ABBOTT OWBOLIDATION,
COUNTY OF JEFFERSON,
STATE OF COLORADO
a
I
1
wl
1
1tr wdr tltd" Eaww+d r7 -PAW, 1
t
1
WEST 29TH AVENUE
ra etrtrr(W wwv
11-XiEND
Fence tine
Concrcte
---- ------ Gauho
is Found 112" &Ium Rs
I
On the basis of rewkqmOrmation and belief, I hereby certify that this improvement location certificate was preparers for
. that it is not a Land Survey Plat
or Improvement Survey Plat, anis ;hat it is not to to relied upon -for the„gstab istm ant--af- fence, building, or other future
improvement lines. I further certify that the improvements-4r—the above described parcel tiri -this date, except utility
connections. are entirely within the boundaries of the cel, excep as shown, chat there are no ar cr chments upon the
described premises by improvements on any CL
promises, ex t as indicated, and that there is nO ap rent evidence or
sign of any easement crossing or burdening anyid pa cel, a as note itiltHt r
"1;3P.rt: INS -mprvr m><^t Y7r- certrfxa:e is prE4�.' -Or the at " C' 51atGd 1
reakA&#p ot!be a. ' pmpeAy cOc,- or praper^f :mss. A mac pfeceze
nGrw•aT�ec6s Cc ttce boor dmy-::nes can De ABteratprpveancM S+ as shaot.-s sr arab �rlpo�tnts
yr:} C•Ipoa3uants ars ruoteA- 9f FORT 6 ASS4G/RriS ItiG grid fridJied x kN
spU06c^ 6hcy n hwwn. Accentaece and'ar u.r et azs, toc r. C ALe, arA ^ rNy n. th.! Daetw.s
ls+o-+e+rtiuiSc,de .or ptrv4� - _ _ �reefmnt !4 as ;eon.: star hhxetr�.
NOTE:
SURVEY 0 ORMW USM
I1,AMV Min ES Q0.
SfARNM AND OWNSPRa
7113
NRWJr1Z-e UMAX)
slava
yi�a
-
f
{
One swy
• e
lirrit LQ r'lamC
iifl.li-_
ypa
O
S
C120A Spm
;o
d
�
�r
ti�4r�
ti89'?2`ti-� 14 M
:i
WEST 29TH AVENUE
ra etrtrr(W wwv
11-XiEND
Fence tine
Concrcte
---- ------ Gauho
is Found 112" &Ium Rs
I
On the basis of rewkqmOrmation and belief, I hereby certify that this improvement location certificate was preparers for
. that it is not a Land Survey Plat
or Improvement Survey Plat, anis ;hat it is not to to relied upon -for the„gstab istm ant--af- fence, building, or other future
improvement lines. I further certify that the improvements-4r—the above described parcel tiri -this date, except utility
connections. are entirely within the boundaries of the cel, excep as shown, chat there are no ar cr chments upon the
described premises by improvements on any CL
promises, ex t as indicated, and that there is nO ap rent evidence or
sign of any easement crossing or burdening anyid pa cel, a as note itiltHt r
"1;3P.rt: INS -mprvr m><^t Y7r- certrfxa:e is prE4�.' -Or the at " C' 51atGd 1
reakA&#p ot!be a. ' pmpeAy cOc,- or praper^f :mss. A mac pfeceze
nGrw•aT�ec6s Cc ttce boor dmy-::nes can De ABteratprpveancM S+ as shaot.-s sr arab �rlpo�tnts
yr:} C•Ipoa3uants ars ruoteA- 9f FORT 6 ASS4G/RriS ItiG grid fridJied x kN
spU06c^ 6hcy n hwwn. Accentaece and'ar u.r et azs, toc r. C ALe, arA ^ rNy n. th.! Daetw.s
ls+o-+e+rtiuiSc,de .or ptrv4� - _ _ �reefmnt !4 as ;eon.: star hhxetr�.
NOTE:
SURVEY 0 ORMW USM
I1,AMV Min ES Q0.
SfARNM AND OWNSPRa
7113
Cit < of 2oilro/799'
Wheat l idgc
CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project
type and be attached to the Building Permit Application at the time of submission. Applications presented for
submission without a completed Proof of Submission form from a required agency will not be accepted or
processed. •
-/
Vpd
Date:
Project Address: �� �_�/� �l ,
Name of Firm/Individual submitting documents:
Project Type/Description: eel
,
Signature of Firm Representative or Individual:
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
I , ��/
V't' M -P &W\-" am a duly authorized representative of the agency indicated below
and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of
the project indicated above.
A-gency represented: (Please check one)
o West Metro Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
9_ Consolidated Mutual Water District
o Valley Water District
o Denver Water
Agency Notes: tU4pe y(Cj,,gyp . -t—)a'�6�0
o Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
MEMO/ 1 : _
re: %% Vli . �1't� D�4, Date:
(Agahcy Representative)
iIy of zo1q 0 179?
CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
700 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929
Proof of Submission for Permitting/Plan Review
A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project
type and be attached to the Building Permit Application at the time of submission. Applications presented for
submission without a completed Proof of Submission form from a required agency will not be accepted or
processed.
Date:
Project Address:
Name of Firm/Individual submitting documents:
Project Type/Description:
Signature of Firm Representative or Individual:"—
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
SS , ..-yS am a duly authorized representative of the agency indicated below
and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of
the project indicated above.
Agency represented: (Please check one)
o West Metro Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
o Consolidated Mutual Water District
o Valley Water District
o Denver Water
Agency Notes:
Signature:
ntative) ;
a' Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
� /2U/I8
49r �
wrightsoft Manual S Compliance Report Job: 6182018
Entire House Date: June 19, 2018
By. Michael Carson
HVAC Consultants y:
13882 W. 68th My,Arvada, C0 80004 Plane: 303-420-7532 Email: hvaaesidertalconsitarts@gmail.com Web: hvao-residerfial-corstttarts corn
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Design Conditions
Outdoor design DB:
Outdoor design WB:
90.87
60.1 °F
Sensible gain:
Latent
8071 Btuh Entering coil DB: 0°F
Indoor design DB:
75.0°F
gain:
Total gain:
9 Btuh Entering coil WB: 0°F
0 Btuh
Indoor RH:
50%
Estimated airflow.
370 cfm
Manufacturer's Performance Data
at Actual Design Conditions
Equipment type:
Manufacturer:
Actual airflow.
370 cfm
Model:
� SITE ���j�
PLANS
Sensible capacity:
Latent capacity:
0 Btuh
0 Btuh
0% of load
AST ge ON WM
0% of load
FOR INSPEC opo
Total capacity:
0 Btuh
0% of load SHR-
n0/
-WII%AILILOI IQ
Outdoor design DB: 3.3°F Heat loss: 14053 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: Goodman Mfg.
Actual airflow. 370 cfm
Output capacity: 0 Btuh
Meets all requirements ofACCA Manual S.
Model Existing GMV95
0% of load
Entering coil DB: 64.4°F
Temp. rise: 0 °F
CwY cv
whowalse
wrlght oftkjan 2018 Jur1912:36:32
RighFSute®Uriversal 201818.0.10 RSU18110
�`�_...tarts ProgramslAbbottAddi6on2915 Ward Ct.nq> Calc=MJ8 FrortDoorfaces: N Page 1
wrightsoft Component Constructions
Entire House
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: Nacresidertialoorsltarts@gmail.com Web: hvao-resider•al-mrwAtarts.com
_jjjjjfiV*Qject Intormation
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Job: 6182018
Date: June 19, 2018
By: Michael Carson
Construction descriptions
Design
Conditions
1.1 -value
Insui R
Location:
lass Cig HTM
Indoor.
Heating
Cooling
Denver Stapleton Intl AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Bbih
Design TD (°F)
67
16
Latitude: 40°N
Relative humidity (%)
30
50
Outdoor: Heating
Cooling
Moisture difference (grAb)
33.4
-33.5
Dry bulb (°F) 3
91
Infiltration:
0.81
317
Daily range (°F) -
27 (H
) Method
Simplified
21.0
Wet bulb (°F) -
60
Construction quality
Average
Wind speed (mph) 15.0
7.5
Fireplaces
0
4.34
Construction descriptions
Or
;area
1.1 -value
Insui R
Htg HTM
lass Cig HTM
Gain
ft,
ft="FBth
B"Vt'
Bhh
Bt"-
Bbih
Walls
12F-0sw. Ftm wall, vizi ext, 1/2"vwod shth, r-21 cav ins, 1/2" gypsum
n
393
0.065
21.0
4.34
1704
0.81
317
board int fish, 2'Sc6" wood frm, 16" ox, stud
s
182
0.065
21.0
4.34
789
0.81
147
w
168
0.065
21.0
4.34
728
0.81
135
all
743
0.065
21.0
4.34
3221
0.81
599
Partitions
(none)
Windows
2 glaang, dr outr, air gas, and frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing,
n
10
0.320
0
21.3
213
11.2
112
dr outr, air gas, vvd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
s
12
0.320
0
21.3
256
18.1
217
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
846
all
46
0.320
0
21.3
982
25.6
1176
Doors
Door, vvd sctype: Door, vvd sctype
n
21
0.350
0
23.3
490
8.26
173
s
42
0.350
0
23.3
980
8.26
347
all
63
0.350
0
23.3
1471
8.26
520
Ceilings
166-38ad: Attic ceiling, asphalt shingles roof mat, r-08 oeil ins, 5/8"
908
0.026
38.0
1.73
1574
1.22
1112
gypsum board int fnsh
Floors
19A-38bsvvp: Part floor, hrd vA fir fnsh, r-08 ins, frm flr, 12" thins
908
0.029
38.0
1.66
1509
0.39
358
City of
Wheat Ridge
1 wrlig11LSofl't Divisio'i618-Jur-1912:3632
Right Sute®Urtversa1201818.0.10 RSU18110 Building Page 1
tartsPrograms+AbbottAddibon2915 Ward Ct.np Calc=MJ8 FrorADoorfaces: N
Project Summa„` Job: 6182018
1iAlf ightSof# ' 7 Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hraaesdertialconsdtmts@gmail.com Web: hvac-residential-mnsdtarts.00m
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Notes: Information taken from plans dated 5/15/18.
Weather: Denver Stapleton Intl AP, CO, US
Minter Design Conditions
Summer Design Conditions
Outside db
3
'F
Outside db
91
'F
Inside db
70
'F
Inside db
75
'F
Design TD
67
'F
Design TD
16
'F
Daily range
H
Relative humidity
50
%
Moisture difference
-34
grub
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure
12047
Btuh
Structure
5861
Btuh
Ducts
904
Btuh
Ducts
253
Btuh
Central vent (SER=50% 42 cfm)
1275
Btuh
Central vent (SER=50% 42 cfm)
302
Btuh
Energy recovery
Energy recovery
Humidification
0
Btuh
Blower
1707
Btuh
Piping
0
Btuh
Equipment load
14227
Btuh
Use manufacturer's data
y
Rate/swin multiplier
Equipmen� load
1.00
Btuh
Infiltration
sensible
8123
Method
Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
-122
Btuh
Ducts
-49
Btuh
Central vent (LER=50% 42 cfm)
-396
Btuh
Heating
Cooling
Energy recovery
Area (ft)
908
908
Equipment latent load
0
Btuh
Volume (ft)
7262
7262
Air changes/hour
0.45
0.23
Equipment Total Load (Sen+Lat)
8123
Btuh
Equiv. AVF (cfm)
54
28
Req. total capacity at 0.85 SHR
0.8
ton
Heating Equipment
Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make n/a
Trade Goodman
Trade n/a
Model Existing GMV95
Cond n/a
AHRI ref
Coil n/a
AHRI ref n/a
Efficiency
95AFUE
Efficiency
n/a
Heating Input
0
Btuh
Sensible cooling
0
Btuh
Heating output
0
Btuh
Latent cooling
0
Btuh
Temperature rise
0
'F
Total cooling
0
Btuh
Actual airflow
370
cfm
Actual airflow
370
cfm
Air flow factor
0.029
cfm/Btuh
Air flow factor
0.060
cfm/Btuh
Static pressure
0.70
in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
1.00
City of
"heat Ridge
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrigtslts�oft guitding ki 2018 -An -1912:36:32
Right-Sate®Uriversa12018 l 8.0.10 RSUI 5110 Page 1
��...tarts ProgramsWbbottAddition2915Ward CUT Calc=M,18 FrortDoorfaces: N
Crawl
Leif=
Job M 6182018
HVAC Consultants
Scale: 1 : 84
Performed by Michael Carson for:
Building DiV ge 1
AbboMddibm
13882 W. 68th Way
RightSuie®Universal 2018
2915 Ward Court
Arvada, CO 80004
18.0.10 RSU18110
Wheat Ridge, 0080215
Phone: 303-420-7532
2018 -Jun -19 12:36:43
Phone: 3035591268
hvac-residential-consultants.com hvacresidentalconsultant..
••AbbottAddbDn 2915 Ward Ct.rup
jamescan@juno.com
Main
Pulling off existing ductwork on
Goodman GMV95
Conditioned
12x8
Storage _
E]
8x12
8"
12"
12x4 30x8
92 cfrn 370 cfin
6":
6"
1
9
8'•
6 ,.
12x4
92 cf n
12x4
92 cfm
Frame this wall 2x6 cutting out
5.5x30 placing 30x8 RA grille
just above the baseboard.
Add a 12" elbow for below the
framed boxed RA for
supporting the flexible
ducting. Use SA straight boots
adding an elbow plus short
piece of metal to support the
flexible ducting. Any exposed
metal wrap with R-8. Note: all
ducting is run in the Crawl
attaching to Existing Crawl
Forced Air System.
Job M 6182018 HVAC Consultants Scale: 1 :84
Perforrned by Mchael Carson for. wheat Ridge Page 2
AbbottAddfion 13882 W. 68th Way RghtSule® Universal 2018
2915 Ward Court Arvada, CO 80004 luilding D1414M RSU18110
Wheat Ridge, CO 802152018,1un-1912:36:43
Phone: 303359.4268 Phone: 303-420 7532 ..AbbottAddition 2915 Warta Ctnrp
jamescan@juno.com hvac-residential-consultants.com hvacresidentialconsultant..
- + wrightsoft Duct System Summary
Entire House
HVAC Consultants
13882 W.681h Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hh✓acresdertbaicorsi/tards@gmaii.com Web: tuao-residertial-cormttarts.com
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Extemal static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest fri cti on rate
Actual airflow
Total effective length (TEL)
Heating
0.70
in H2O
0
in H2O
0.70
in H2O
0.352 / 0.348
in H2O
0.178
in/100ft
370
cbn
393 ft
Job: 6182018
Date: June 19, 2018
By: Michael Carson
Cooling
0
in H2O
0
in H2O
0
in H2O
0.000 / 0.000
in H2O
0
in/100ft
370
cfm
Supply Trunk Detail Table
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
Name
(Btuh)
Orn)
(cfm)
FR
(in)
(in)
Mab
Ln (ft)
Ln (ft)
Trunk
Entertainment
c 3238
92
92
0.178
6.0
OX 0
VlFx
57.4
140.0
st3
ErRertairment-A
c 3238
92
92
0.178
6.0
Ox 0
VI Fx
57.0
140.0
sty
Entertainment -B
c 3238
92
92
0.188
6.0
OX 0
VIFx
46.7
140.0
st5
Entertaimtert-C
c 323$
92
92
0.198
6.0
Ox 0
VIFX
38.0
140.0
st3
Supply Trunk Detail Table
Name
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Stud/Joist
Opening (in)
Name
Type
(dm)
(cfm)
FR
(fpm)
(in)
(in)
Matedal
Trunk
st4
PeakAVF
185
185
0.178
529
8.0
0 x 0
ShtMetl
st1
st1
PeakAVF
370
370
0.178
554
8.4
8 x 12
ShtMeti
st5
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st1
st3
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st4
Name
Gdlle
Size (in)
Htg
(cfrn)
Cig
(drrl)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mat
Trunk
rb1
Ox 0
370
370
195.5
0.178
471
12.0
Ox 0
VIFx
rt1
Mdrightsofr
Right-Sute®Uriversal 201818.0.10RSU18110
ICCK ...tarts Programs%AbbottAddition 2915Ward CLrp Calc=MJ8 FrontDoorfaces: N
2018-11r 19 12:36:32
Page 1
Return Trunk Detail Table
Name
Trunk
Type
Htg
(cfm)
Clg
(Cfm)
Design
FR
Meloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
rt1
PeakAVF
370
370
0.178
554
8.4
12 x 8
ShtMel
W CfghLSolt' -j, 2018-JuO 912:36:32
,. -,_, — Right-SutegUriversal 2018 18.0.10 RSU1 8110 ID,IAg►On Paget
ACCO...tarts Programs\Abbott Addition 2915Ward CtnQ Calc =MJ8 Frort Door faces: N S,;,16"n9
Manual S Compliance Report Job: 6182018
'i rig 1. �tso�a l � Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants '
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresidendalconsutards@gmail.com We :fiwao-residerdiat-corsutarAs.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Cooling Equipment
Design Conditions
Outdoor design DB:
90.8°F
Sensible gain:
8071
Btuh
Outdoor design WB:
60.1 °F
Latent gain:
9
Btuh
Indoor design DB:
75.0°F
Total gain:
0
Btuh
Indoor RH:
50%
Estimated airflow.
370
cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type
Manufacturer:
Model:
Actual airflow.
370
cfm
Sensible capacity:
0
Btuh
0% of load
Latent capacity:
0
Btuh
0% of load
Total capacity:
0
Btuh
0% of load SHR: 0%
Heating Equipment
Design
Outdoor design DB: 3.3°F Heat loss: 14053 Btuh
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Gas furnace
Manufacturer: Goodman Mfg.
Actual airflow. 370 cf-n
Output capacity: 0 Btuh
Meets all requirements ofACCA Manual S.
Model: Existing GMV95
0% of load
City of
whOW Ridga
Entering coil DB: 0°F
Entering coil WB: 0°F
Entering coil DB: 64.4°F
Temp, rise: 0 °F
BulCding oja!
wrightsoft- 2018 -Ari -19 12:36:32
�A Rgll-Sute®Uriversa12018 18.0.10 RSU18110 Page 1
tantsProgramsAbbottAdditlon2915Ward Ct.n>p Calc=MJ8 Fror>tDoorfaces:N
wrightsoft- Component Constructions
Entire House
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: tn2cresiderbalcorst/tarts@gmail.com Web: hvao-residertial-corstitarts.com
Wect Intormation
For. AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Job: 6182018
Date: June 19, 2018
By. Michael Carson
Construction descriptions
Design
Conditions
U -value
Insul R
Location:
Loss Clg HTM
Indoor:
Heating
Cooling
Denver Stapleton Intl AP, CO, US
BtuhW2F
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Btuh
Design TD (°F)
67
16
Latitude: 40°N
0.320
Relative humidity (%)
30
50
Outdoor: Heating
Cooling
Moisture difference (gr/lb)
33.4
-33.5
Dry bulb (°F) 3
91
Infiltration:
0.81
317
Daily range (°F) -
27 (H
) Method
Simplified
21.0
Wet bulb (°F) -
60
Construction quality
Average
Wind speed (mph) 15.0
7.5
Fireplaces
0
4.34
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
112
dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
W
BtuhW2F
WFBtuh
Bt"2
Btuh
Btuhrft'
Btuh
Walls
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
12F-0sw. Frm wall, wd ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
n
393
0.065
21.0
4.34
1704
0.81
317
board int fnsh, 2'x6" wood frm, 16" o.c. stud
s
182
0.065
21.0
4.34
789
0.81
147
w
168
0.065
21.0
4.34
728
0.81
135
173
all
743
0.065
21.0
4.34
3221
0.81
599
Partitions
all
63
0.350
0
23.3
1471
8.26
(none)
Ceilings
Windows
2 glazing, dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk: 2 glazing,
n
10
0.320
0
21.3
213
11.2
112
dr outr, air gas, wd frm mat, dr innr, 1/4" gap, 1/4" thk; NFRC rated
s
12
0.320
0
21.3
256
18.1
217
(SHGC=0.32); 6.67 ft head ht
w
24
0.320
0
21.3
512
35.3
846
all
46
0.320
0
21.3
982
25.6
1176
Doors
Door, wd sc type: Door, wd sc type
n
21
0.350
0
23.3
490
8.26
173
s
42
0.350
0
23.3
980
8.26
347
all
63
0.350
0
23.3
1471
8.26
520
Ceilings
1613-38ad: Attic ceiling, asphalt shingles roof mat, r,38 ceil ins, 5/8"
908
0.026
38.0
1.73
1574
1.22
1112
gypsum board int fnsh
Floors
19A-38bswp: Part floor, hrd wd fir fnsh, r-38 ins, frm fir, 12" thkns
908
0.029
38.0
1.66
1509
0.39
358
0W of
Whe°� R�d9e
Msjot%
O
wrightsof - 2018-Jth1912:36:32
AK•... Right Stite®Uriversal 201818.0.10 RSU18110 Page 1
tantsProgramsWbbottAddifion2915WardCt.np Calc=MJ8 FrontDoorfaoes: N
Project Summary Job: 6182018
wrightso�a ! l Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hracresidenfialcorrAtants@gmail.com Web: hvac resider6al-consultarts.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Notes: Information taken from plans dated 5/15/18.
Design Information
Weather: Denver Stapleton Intl AP, CO, US
Winter Design Conditions
Summer Design Conditions
Outside db 3
°F
Outside db
91
°F
Inside db 70
°F
Inside db
75
°F
Design TD 67
°F
Design TD
16
°F
Daily range
H
Relative humidity
50
%
Moisture difference
-34
grAb
Heating Summary
Sensible Cooling Equipment Load
Sizing
Structure 12047
Btuh
Structure
5861
Btuh
Ducts 904
Btuh
Ducts
253
Btuh
Central vent (SER=50%42 cfm) 1275
Btuh
Central vent (SER=50%42 cfm)
302
Btuh
Energy recovery
Energy recovery
Humidification 0
Btuh
Blower
1707
Btuh
Piping 0
Btuh
Equipment load 14227
Btuh
Use manufacturer's data
y
Rate/swing multiplier
Equipment
1.00
Infiltration
sensible load
8123
Btuh
Method Simplified
Latent Cooling Equipment
Load Sizing
Construction quality
Average
Fireplaces
0
Structure
-122
Btuh
Ducts
-49
Btuh
Central vent (LER=50% 42 cfm)
-396
Btuh
Heating
Area
Cooling
Energy recovery
(ft) 908
908
Equipment latent load
0
Btuh
Volume (ft3) 7262
7262
Air changes/hour 0.45
0.23
Equipment Total Load (Sen+Lat)
8123
Btuh
Equiv. AVF (cfm) 54
28
Req. total capacity at 0.85 SHR
0.8
ton
Heating Equipment Summary
Cooling Equipment Summary
Make Goodman Mfg.
Make n/a
Trade Goodman
Trade n/a
Model Existing GMV95
Cond n/a
AHRI ref
Coil n/a
AHRI ref n/a
Efficiency 95AFUE
Efficiency
n/a
Heating Input 0
Btuh
Sensible cooling
0
Btuh
Heating output 0
Btuh
Latent cooling
0
Btuh
Temperature rise 0
°F
Total cooling
0
Btuh
Actual airflow 370
cfm
Actual airflow
370
cfm
Airflowfactor 0.029
cfm/Btuh
Airflowfactor
0.060
cfm/Btuh
Static pressure 0.70
in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
1.00
G►hi _
Whept iW096
Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2.16in9 pivssion
wrightsoft 2018 -Ju -1912:36:32
A&K- • °-• - •-- Right -Sate® Universal 201818.0.10 RSU18110 Page 1
taws Programs'AbbottAdditon2915Ward Ct.rup Calc=MJ8 FrortDoorfaces: N
N
Crawl
Job #: 6182018
Performed by Michael Carson for:
AbbottAddition
2915 Ward Court
Wheat Ridge, CO 80215
Phone: 303-359-4268
jamescan@junc.com
HVAC Consultants
13882 W. 68th Way
Arvada, CO 80004
Phone: 303-420-7532
hvac-residential-consultants.com hvacresidentialconsultant..
Scale: 1 :84
„ng Divis�u
Page 1
RightSuite@ Universal 2018
18.0.10 RSU18110
2018 -Jun -1912:36:43
..AbbottAddition 2915 Ward Ct.rup
CI
Main
Conditioned
12x8
Storage 5
18x12
a
12"
Pulling off existing ductwork on
Goodman GMV95
12x4 30x8
92 cfm 370 cfm
6°
8"
Frame this wall 2x6 cutting out
5.5x30 placing 30x8 RAgrille
just above the baseboard.
^+� 6 Add a 12" elbow for below the
"^�•. framed boxed RAfor
supporting the flexible
ducting.Use SAstraight boots
adding an elbow plus short
12x4 piece of metal to support the
Entertainment 92 cfm flexible ducting. Any exposed
6 metal wrap with R-8. Note: all
ducting is run in the Crawl
attaching to Existing Crawl
6 Forced Air System.
12 x4 12 x4
92 cfm 92 cfm I City of
Wheat Ridge
Job #: 6182018
HVAC Consultants
Scale: 1 :84
Performed by Michael Carson for:
Page 2
AbbottAddition
13882 W. 68th Way
RightSuite® Universa12018
2915 Ward Court
Arvada, CO 80004
18.0.10 RSU18110
Wheat Ridge, CO 80215
Phone: 303-420-7532
2018,Jun-1 9 12:36:43
Phone: 303-3594268
hvac-residential-consultants.com hvacresidentalconsultant..
AbbottAddibon 2915 Ward Ct.rup
jamescan@juno.com
Duct System Summary Job: 6182018
Wri�ht5oft Date: June 19, 2018
Entire House By: Michael Carson
HVAC Consultants
13882 W. 68th Way, Arvada, CO 80004 Phone: 303-420-7532 Email: hvacresidertialconsUtants@gmail.com Web: hvao residertial-coruultarts.com
Project• •
For: AbbottAddition, 3R Service/Jim Cressman
2915 Ward Court, Wheat Ridge, CO 80215
Phone: 303-359-4268
Email: jamescan@juno.com
Supply Branch Detail Table
Heating
Cooling
External static pressure
0.70
in H2O
0
in H2O
Pressure losses
0
in H2O
0
in H2O
Available static pressure
0.70
in H2O
0
in H2O
Supply/ return available pressure
0.352 /0.348
in H2O
0.000 / 0.000
in H2O
Lowest friction rate
0.178
in/100ft
0
in/100ft
Actual air flow
370
cfm
370
cfrn
Total effective length (TEL)
c 3238
92
393 ft
0.178
Supply Branch Detail Table
I Supply Trunk Detail Table
Design
Htg
Clg
Design
Diam
H x W
Duct
Actual
Ftg.Egv
Name
Name
(Btuh)
(cfm)
(cfm)
FR
(in)
(in)
Mab
Ln (ft)
Ln (ft)
Trunk
Entertainmert
c 3238
92
92
0.178
6.0
OX 0
VlFX
57.4
140.0
st3
Ertertainment-A
c 3238
92
92
0.178
6.0
OX 0
VIFx
57.0
140.0
st5
Ertertairmert-B
C 3238
92
92
0.188
6.0
Ox 0
VIFx
46.7
140.0
st5
Entertairmert-C
c 3238
92
92
0.198
6.0
OX 0
VIFx
38.0
140.0
st3
I Supply Trunk Detail Table
Return Branch Detail Table
Name
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Stud/Joist
Opening (in)
Name
Type
(cfm)
(Cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st4
PeakAVF
185
185
0.178
529
8.0
0 x 0
ShtMetl
st1
st1
PeakAVF
370
370
0.178
554
8.4
8 x 12
ShtMetl
st5
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st1
st3
PeakAVF
185
185
0.178
529
8.0
0 x 0
VinIFIX
st4
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(Cfm)
Cig
(Cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Mat
Trunk
rb1
Oxo
370
370
195.5
0.178
471
12.0
Ox 0
VIFx
rt1
City of
Wheat Ridge
- wrightsoft- 201&Jur 1912:36:32
ACCKRiglt-Sate® Urrversal 2018 18.0.10 RSU18110 Page 1
.-tarts ProgramsWbbottAddition2915Ward Ct.rup Calc=MJ8 Frort Doorfaces: N
Name
Trunk
Type
Htg
(cfm)
Clg
(cfrn)
Design
FR
Meloc
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Architecture � TECTS
Structural
Geotechnical L 'k WC ' A
ROCKY MOUNTAIN GROUP
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Materials Testing
Forensic
Civil/Planning
SUBSURFACE SOIL INVESTIGATION
2915 Ward Ct
Wheat Ridge, Colorado
PREPARED FOR:
Darrion R. Abbott
2915 Ward Court
Wheat Ridge, CO 80215
JOB NO. 163253
April 27, 2018
Respectfully Submitted, Reviewed by,
RMG — Rocky Mountain Group RMG — Rocky Mountain Group D�PO O L'C�
AW 0 l 4/27/18 6�
V .
0053145 "{:
Matthew Meier E.I.T. Forrest K. Wright, P.E.
Geotechnical Staff Engineer Sr. Geotechnical Project Engineer �s`S�ONAL �1
G"CA
wo 110do
lou"o 0006
Southern Office: Central Office: Northern Office: Fort Collins: 970-616-4364
Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145
719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077
www. rmgengineers.com
2915 Ward Ct
Wheat Ridge, Colorado
Scope of Investigation
RMG - Rocky Mountain Group drilled two test borings at the above -referenced address on April 9,
2018. The layout of the site and the approximate location of our explorations are provided in Figure 1,
Aerial Site Map. Our findings, conclusions and recommendations are provided in this report.
This report presents geotechnical engineering recommendations for design and construction of
residential foundations. The following is excluded from the scope of this report including but not limited
to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow
avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and
natural resources.
Site Description and Proposed Construction
The site was developed and occupied at the time of our field exploration. The site is currently occupied
by a single -story residential structure and several detached shed structures. Based on conversations with
the client, it is our understanding that the existing residential structure is established over a crawlspace.
It is assumed that the existing structure has been founded on a continuous bearing footing system below
the bottom of the existing crawl space depth. The conditions of the existing structures have not been
evaluated for this report.
It is our understanding that a new single -story addition to the existing residential structure is planned for
the proposed construction. The new addition is to be constructed with a crawlspace. It has been
assumed that the addition is to consist of light, wood framed construction and that the excavation for the
addition will not exceed 4 feet deep from the existing ground surface. If the proposed construction
differs from the information provided or the assumptions made, RMG should be contacted immediately
to review the differences and how they may impact construction and design of the proposed
construction.
Subsurface Materials
The subsurface materials encountered during the explorations were generally classified using the
Unified Soils Classification System (USCS).
Topsoil
Topsoil was encountered in the test borings to approximately 6 to 12 inches below the existing ground
surface (bgs). Topsoil is generally defined as a surficial layer of soil which contains a higher percentage
of organic matter of decayed plant roots, stems, and leaves. Topsoil is not considered suitable for
construction. Topsoil was visually described as dark brown to black and moist.
Native Soils
Underlying the surficial topsoil, native soils were encountered in the test borings to approximately 12
feet bgs. Native soils were generally classified as stiff to very stiff sandy clay. Native soils were
visually described as brown and moist to wet.
RMG — Rocky Mountain Group 2 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Bedrock
Underlying the native soils, bedrock was encountered in the test borings to the termination depths.
Bedrock was generally classified as firm claystone. Bedrock was visually described as brown to gray
and wet.
Groundwater
Groundwater was encountered was not encountered in B-1 and was encountered at 9 feet in B-2 at the
time of drilling. However, when checked two days subsequent to drilling, groundwater was encountered
at 7 feet in B-1 and at 7 feet in B-2. Fluctuations in groundwater and subsurface moisture conditions
may occur due to variations in rainfall and other factors not readily apparent at this time. Development
of the property and adjacent properties may also affect groundwater levels.
Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials
are presented in the Test Boring Logs. The soil/rock classifications shown on the logs are based upon the
engineer's classification of samples. Lines shown on the logs represent the approximate boundary
between subsurface materials, and the actual transition may be gradual and vary across the site. An
Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results
are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5.
Swell/Consolidation Test Results are presented in Figures 6 and 7.
Summary of Findings
The results of this investigation indicate that the site is suitable for the proposed construction, provided
the recommendations presented herein are implemented and appropriate construction practices are
followed. It has been assumed that the existing structure has been founded on a continuous bearing
footing system. In order to reduce the likelihood of differential movement between the existing structure
and the proposed additions, the proposed additions should be supported atop the same type of foundation
and the same soil conditions as the original structure. If it is determined that the existing structure is not
supported on a shallow foundation type or that the existing foundation bears atop a different soil
condition, it is the responsibility of the builder or contractor to contact this office for alternate
foundation design recommendations.
Due to the shallow groundwater encountered in the test borings, new foundation bearing components
should not be placed deeper than 4 feet bgs. Depending on the conditions encountered in the
excavation, additional drainage/dewatering systems and/or foundation stabilization may be
recommended.
Fill materials were not encountered in the test borings. However, backfill materials from the original
construction may be encountered. It is recommended that the new foundations extend down through the
fill materials to bear on the native soils below. Unless appropriate documentation can be provided, it will
be assumed that this fill was not moisture conditioned and compacted in a manner consistent with the
Structural Fill recommendations contained within this report. If such fill is encountered, it is not
considered suitable for support of shallow foundations.
RMG — Rocky Mountain Group 3 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Foundation Recommendations
A spread footing foundation supported on the same soil conditions as the original structure is suitable for
the proposed residential structure. A maximum allowable bearing pressure of 2,000 psf with no
minimum dead load requirement may be used for design. The foundation design should be prepared by
a qualified Colorado Registered Professional Engineer using the recommendations presented in this
report. This foundation system should be designed to span a minimum of 10 feet under the design loads.
The bottoms of exterior foundations should be at least 36 inches below finished grade for frost
protection. Footings and isolated pads should not be placed on frozen or saturated soil. Prior to placing
concrete, all bearing surfaces must be cleared of loose material.
Open Excavation Observation
During construction, foundation excavations should be observed by RMG prior to placing structural fill,
forms, or concrete to verify the foundation bearing conditions for each structure. Based on the
conditions observed in the foundation excavation, the recommendations made at the time of construction
may vary from those contained herein. In the case of differences, the Open Excavation Observation
report shall be considered to be the governing document. The recommendations presented herein are
intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions
exposed in the excavation and determining the final recommendations for foundation construction.
It is recommended that excavation equipment remain on-site until the open excavation
observation has been completed. If unsuitable conditions are identified during the open excavation
observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils,
etc., additional earthwork recommendations and/or testing and potentially alternative foundation
recommendations may be required at an additional cost.
Structural Floors
It is our understanding that a structural floor system (supported by the foundation independently of the
subgrade soils) is to be used for the interior floor system of the proposed structures. If a non -concrete
system is used, environmental health hazards associated with mold growth in crawlspaces must be
reduced by utilizing "clean" construction methods. The floor should be properly sealed and vented. A
ventilation system activated by temperature and humidity levels may be required in the crawlspace. The
entire floor system and ventilation system should be designed by a qualified professional.
Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included
in this report.
Interior Partitions
Interior non-bearing partitions walls and other attached finishes do not require isolation from the
structural floor system.
Lateral Earth Pressures
Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low -
expansive, on-site backfill materials, we recommend an equivalent fluid pressure of 50 pcf for "Active"
conditions and 70 pcf for "At -Rest" conditions be used for design.
RMG — Rocky Mountain Group 4 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures
for sloping/undrained conditions should be determined on an individual basis.
Excavations
Excavations for the project are expected to encounter primarily sandy clay soils. The native soils will
generally be excavatable with heavy-duty earth moving equipment. The excavated on-site soils may be
reused as structural fill, provided the recommendations set forth herein are implemented.
The contractor should provide safely sloped excavations or an appropriately designed and constructed
braced -shoring system, in compliance with Occupational Safety and Health Administration (OSHA,
2005) guidelines, for employees working in an excavation that may expose employees to the danger of
moving ground. In our opinion, the native soils should generally be considered a Type "A" soil when
applying the OSHA guidelines. For these soil conditions, OSHA recommends a temporary slope
inclination of 3/4H:1 V or flatter for excavations 20 feet or less in depth. Some surface sloughing may
occur on the slope face at these angles. Steeper cut slopes may be utilized for excavations less than 4
feet deep depending on the strength, moisture content, and homogeneity of the soils as observed in the
field. Appropriate slope inclinations should be evaluated in the field by an OSHA -qualified "Competent
Person" based on the actual conditions encountered.
Site Grading
The following sections present recommendations for earthwork during construction including site
preparation, structural fill, and exterior backfill.
Site Preparation
Prior to construction, the ground surface in proposed structure and improvement areas should be
stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native
soils and other deleterious material. This includes areas below foundation and floor slabs. The
existing soil stockpile is considered unsuitable material and will require removal within
construction area. Care should be taken to reduce drying of the subgrade soil below the foundation
during construction. Site preparation procedures should be performed such that the potential for
standing and ponding of water around the site is reduced. During wet weather earthen berms,
swales, or other means should be used to direct water away from excavations. Water that
accumulates in excavations should be pumped out or otherwise removed and these areas should be
allowed to return to their "natural" moisture condition before resuming construction.
Structural Fill
In the event structural fill is needed, areas to receive structural fill should have topsoil, organic
material, or debris removed and the upper 6 inches of the exposed surface soils should be scarified
and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum
moisture content) and compacted to a minimum of 95 percent of the maximum dry density as
determined by the Standard Proctor test (ASTM D-698) prior to placing structural fill.
Structural fill placed on slopes should be benched into the slope. Maximum bench heights should
not exceed 4 feet, and bench widths should be wide enough to accommodate compaction
equipment.
RMG — Rocky Mountain Group 5 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
Based on the field explorations and the laboratory testing, the existing on-site clay soil may be
acceptable for use as structural fill. This material should generally be free of topsoil, organics,
debris, particles greater than 3 inches in diameter, and other deleterious materials. Once excavated
and processed, on-site soils to be used as structural fill should be separated and stockpiled to be
evaluated by the project geotechnical engineer for suitability.
Structural fill shall consist of granular, non -expansive material, and it should be placed in loose
lifts not exceeding 8 inches, moisture conditioned to a minimum of 1 percent to 4 percent above
optimum moisture content (as determined by the Standard Proctor test, ASTM D-698) and
compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard
Proctor test, ASTM D-698. The materials should be compacted by mechanical means. Material
not meeting the above requirements shall be removed and reprocessed.
Earthwork operations should be observed and compaction of structural fill materials should be
tested by the project's geotechnical consultant. It is the responsibility of the builder or
contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of
a fill sample, or certify the fill material. Early testing is recommended to demonstrate that
placement and compaction methods are achieving the required compaction for the entire depth of
fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved
required performance.
Exterior Bac>jll
Backfill should generally be free of topsoil, organics, particles greater than 4 inches in diameter,
debris, or other deleterious material. Backfill should be placed in loose lifts not exceeding 8 to 12
inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum
moisture content) and compacted to 90 percent of the maximum dry density as determined by the
Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where
backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent
of the maximum dry density as determined by the Standard Proctor test, ASTM D-698.
Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed
4 feet, and bench widths should be wide enough to accommodate compaction equipment.
The appropriate government/utility specifications should be used for fill placed in utility trenches.
If material is imported for backfill, the material should be approved by the Geotechnical Engineer
prior to hauling it to the site.
The backfill should not be placed on frozen subgrade or allowed to freeze during moisture
conditioning and placement. Backfill should be compacted by mechanical means, and foundation
walls should be braced during backfilling and compaction.
Surface Grading and Drainage
Drainage is an important key to the successful performance of shallow foundations. The ground surface
should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This
is equivalent to 12 inches of fall across this 10 -foot zone. If a l0 -foot zone is not possible on the upslope
side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation
and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and
RMG — Rocky Mountain Group 6 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
transport it around and away from the structure. Roof drains should extend across backfill zones and
landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that
homeowners maintain the surface grading and drainage recommended in this report to help prevent
water from being directed toward and/or ponding near the foundations. Failure to maintain positive
surface drainage away from the structure may result in localized differential vertical movement of
foundations and slabs.
Landscaping should be selected to reduce irrigation requirements. Plants used close to foundation walls
should be limited to those with low moisture requirements; and irrigated grass should not be located
within 5 feet of the foundation. To help control weed growth, geotextiles should be used below
landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended.
Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the
amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab
and foundation movements.
Perimeter Drain
A subsurface perimeter drain is recommended around portions of the structure which will have habitable
or storage space located below the finished ground surface. This includes crawlspace areas but not the
walkout trench, if applicable. A typical drain detail is presented in Figure 8.
A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others.
Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation
performance or moisture intrusion into the basement area.
Concrete
Type 1/II cement is recommended for concrete in contact with the subsurface materials. Calcium
chloride should be used with caution for soils with high sulfate contents. The concrete should not be
placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from
freezing. This may require covering the concrete with insulated blankets and heating. Concrete work
should be completed in accordance with the latest applicable guidelines and standards published by ACI.
Foundation Configuration Remarks
The configuration of the foundation system is critical to its performance. The position of foundation
windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation
performance. The nature of residential foundation construction does not allow for control of these
conditions by the Foundation Design Engineer. Improper placement of the above can result in
differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The
Foundation Design Engineer should be contacted regarding the foundation configuration.
RMG — Rocky Mountain Group 7 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
General Remarks
The recommendations provided in this report are based upon the subsurface conditions encountered in
the test borings, anticipated foundation loads, and accepted engineering practices and principles in the
area at the time of report preparation. No warranty is made or implied in this report that this firm has an
all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no
evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations
across the site may not become evident until construction commences or thereafter. The construction
process itself may also alter subsurface conditions. If variations appear evident at the time of
construction, our office should be notified. If additional mass site grading is performed at the site which
results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our
office should be informed about these changes. If needed and/or if desired, we will reexamine our
analyses and make supplemental recommendations.
The recommendations are intended to reduce differential movement. However, it should be noted that
geotechnical engineering recommendations are not an exact science. The recommendations presented in
a geotechnical engineering report are not based only on the analytical and empirical tools but rely on
engineering judgement as well. The fact that professional judgements must be used in making
recommendations means that the conclusions and recommendations presented in a geotechnical
engineering report should not be considered risk-free and, more importantly, are not a guarantee that the
interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be
recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will
likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or
other structural components should be implemented to mitigate potential damage to the structure.
Subsequent owners should be provided a copy of this report. The recommendations are based on
accepted local engineering practice and are intended for individuals familiar with local construction
practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado
Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological
Survey. Recommendations contained in the report are also applicable for prevention of settlement due to
wetting of support soils.
RMG does not assure the existence of and/or the compliance with the above recommendations. This is
the responsibility of the client referenced on the first page. RMG provided recommendations only and
does not supervise, direct or control the implementation of the recommendations.
Senate Bill 13
This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and
Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days
prior to closing.
The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on
the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive
soil and bedrock may result in movement of foundation components and floor slabs. The
recommendations presented in this report are intended to reduce, not eliminate, these movements.
The homeowner and builder should review and become familiar with Special Publications 43 issued by
the Colorado Geologic Survey.
RMG — Rocky Mountain Group 8 RMG Job No. 163253
2915 Ward Ct
Wheat Ridge, Colorado
This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are
satisfied.
If we can be of further assistance in discussing the contents of this report or analysis of the proposed
project, from a geotechnical engineering point -of -view, please feel free to contact us.
RMG — Rocky Mountain Group 9 RMG Job No. 163253
W 29TH AVE
NOT TO SCALE
N
W E
S
-0- APPROXIMATE TEST BORING LOCATION
ARCHITECTS
RI MG
ENC3INEERS
ROCKY MOUNTAIN GROUP
soudem office
Colorado SprV g%CO 80918
(719)548-0600
CenhalORke:
Englewood, CO 80112
(303)688-8475
Notdwn Omm.
Greeley / Evan. CO 80620
(970)330-1071
AERIAL SITE MAP
2915 WARD CT
WHEAT RIDGE, COLORADO
DARRION R. ABBOTT
JOB. No. 163253
FIG. No. 1
DATE: 04.23.2018
SOILS DESCRIPTION
CLAYSTONE
SANDY CLAY
1 ,, 11
;, ,_,, TOPSOIL
UNLESS NOTED OTHERWISE, ALL LABORATORY
TESTS PRESENTED HEREIN WERE PERFORMED BY:
RMG - ROCKY MOUNTAIN GROUP
14 INVERNESS DR. EAST, SUITE E-136
ENGLEWOOD, COLORADO
SYMBOLS AND NOTES
STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO
THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM
XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS
OTHERWISE INDICATED).
UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO
THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM
u XX D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS
OTHERWISE INDICATED).
FREE WATER TABLE
DEPTH AT WHICH BORING CAVED
eBULK
DISTURBED BULK SAMPLE
®
AUG AUGER "CUTTINGS"
4.5
WATER CONTENT (%)
ROCKY MOUNTAIN GROUP
JOB No. 163253
ARCHITECTS
D�
EXPLANATION OF
Structural
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Maiak Teeing
FIGURE No. 2
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ENGINEERS
TEST BORING LOGS
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DATE 4/23/18
3910 Nx[m Bulla Parkway
CdaraEo spi g , W 80918
(/19) 5d8-0
SWTHERN C/JLOR M ME R METRO. NORTHERN COLORADO
TEST BORING: B-1
DATE DRILLED:
4/9/18
ELEVATION FT :
( )
GROUNDWATER @ 7.0'
4/11/1800
F-
w
w
a
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o
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0
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TEST BORING: B-2
DATE DRILLED:
4/9/18
ELEVATION (FT):
GROUNDWATER @ 7.0'
4/11/18
LL
=
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w
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[TOPSOIL] - brown, moist
5
10
15
20
16
23
45
35
12.8
20.8
18.8
22.4
[TOPSOIL] - brown, moist
5
10
15
20
11
32
38
41
26.E
22.;
20.1
21.(
Sandy CLAY - brown, stiff to very
stiff, moist to wet
Sandy CLAY - brown, stiff, moist
to wet
CLAYSTONE - brown to gray,
firm, wet
CLAYSTONE - brown, firm, wet
ROCKY MOUNTAIN GROUP
ARCHITECTS
A hilertiaal Gmletlincal
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ENGINEERS
6do-ado Sainor lOnnorafe OF )
2910 Austin Bugs Parkway
Co d,Spiigs,CO80918
(719) S/BU800
80 ERN COLORADO, DENVER METRO, NORTHERN COLORADO
TEST BORING
LOGS
JOB No. 163253
FIGURE No. 3
DATE 4/27/18
ROCKY MOUNTAIN GROUP
ARCHITECTS
KMU
N.
Shutlural Ma[enak Telling
Freerrcirs Citil, gsinin9
ENGINEERS
Ca'§ S- lComr Office,
Cdondo Sprps, CO 80918
SOIiiHERN COLORADO, DENVER METRO, NORTHERN COLORADO
SUMMARY OF
LABORATORY TEST
RESULTS
JOB No. 163253
FIGURE No. 4
PAGE 1 OF 1
DATE 4/23/18
Test Boring
9
No.
Depth
p
Water
Content
D
( /o)
Dry
Density
tY
(pct)
% FHA
Liquid Plasticity Retained % Expansion
Limit Index Passing No. pressure
No.4 Sieve 200 Sieve s
% Swell/ USCS
Collapse Classification
�
B-1
4.0
12.8
100.8
41 29 63.6
CL
B-1
9.0
20.8
---0.4
B-1
14.0
18.8
110.0
99.2
3.0
B-1
19.0
22.4
B-2
4.0
26.8
B-2
9.0
22.2
B-2
14.0
20.9
109.7
4.7
B-2
19.0
21.6
ROCKY MOUNTAIN GROUP
ARCHITECTS
KMU
N.
Shutlural Ma[enak Telling
Freerrcirs Citil, gsinin9
ENGINEERS
Ca'§ S- lComr Office,
Cdondo Sprps, CO 80918
SOIiiHERN COLORADO, DENVER METRO, NORTHERN COLORADO
SUMMARY OF
LABORATORY TEST
RESULTS
JOB No. 163253
FIGURE No. 4
PAGE 1 OF 1
DATE 4/23/18
100
90
1--80
2
C7
X70
X60
Z
X50
Q
EL
I-40
z
Lu
w30
Lu
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20 20
10
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER
3 1.5 1 3/4 1/23/8 4 10 20 40 100 200
Iuu 1u 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
I SAND
SILT OR CLAY
coarse fine
coarse I medium I fine
Test Boring Depth (ft) Classification LL PL FPI
• 1 B-1 4.0 SANDY LEAN CLAY(CL) 41 12 29
MI B-1 14.0
Test B
B-1
X B-1
:h (ft) %Gravel %Sand %Silt
4.0 63.6
14.0 99.2
ROCKY MOUNTAIN GROUP
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SOUTHERN COLORADO, DENVERR METRO.
RO. NORTHERN COLORADO
JOB No. 163253
SOIL CLASSIFICATIONI FIGURE No. 5
DATA
DATE 4/23/18
F
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1001, 000
APPLIED PRESSURE - PSF
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado SAMPLE LOCATION: B-1 @ 4 FT
SAMPLE DESCRIPTION: Sandy CLAY NATURAL DRY UNIT WEIGHT: 100.8 PCF
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 12.8%
PERCENT SWELUCOMPRFRRION, - n A
s
3mm
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10,000
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APPLIED-WES URE - PSF 10,000
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado SAMPLE LOCATION: B-1 @ 14 FT
SAMPLE DESCRIPTION: CLAYSTONE NATURAL DRY UNIT WEIGHT: 110.0 PCF
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 18.8%
PERCENT SWELUCOMPRESSION: 3.0
ROCKY MOUNTAIN GROUP IF
JOB No. 163253
ARCHITECTS
RMGG`��T- SWELL/CONSOLIDATION
M���T� FIGURE No. 6
Fo G� �m9
ENGINEERS TEST RESULTS
DATE 4/23/18
29,d Nwpn BWIq Rakway
OdoraEo Sgr�c, GO 809,8
SOUTHERN CALIXtADO, DENVER METRO, NORTHERN COLd2AD0
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APPLIED P'RE`SSURE - PSF
PROJECT: Abbott Residence 2915 Ward Ct, Wheat Ridge, Colorado
SAMPLE DESCRIPTION: CLAYSTONE
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF
ROCKY MOUNTAIN GROUP
10,000
SAMPLE LOCATION: B-2 @ 14 FT
NATURAL DRY UNIT WEIGHT: 109.7 PCF
NATURAL MOISTURE CONTENT: 20.9
PERCENT SWELUCOMPRESSION: 4.7
JOB No. 163253
SWELL/CONSOLIDATIONI FIGURE No. 7
TEST RESULTS
DATE 4/23/18
ARCHITECTS
NchlecMal
Geutechriwl
RM G
Materiak Testing
ENGINEERS
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cdo•, SMM (C� Mml
29,0 Plana BWlls PmA ay
Cdoratlo 0pirga, CO 00919
-ERN COLORPDD, DENVER METRO, NORTHERN CIX.ORf�D
10,000
SAMPLE LOCATION: B-2 @ 14 FT
NATURAL DRY UNIT WEIGHT: 109.7 PCF
NATURAL MOISTURE CONTENT: 20.9
PERCENT SWELUCOMPRESSION: 4.7
JOB No. 163253
SWELL/CONSOLIDATIONI FIGURE No. 7
TEST RESULTS
DATE 4/23/18
EXTERIOR BACK FILL
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o POLYETHYLENE FILM SEALED TO WALL AND
z J ° �' EXTENDED AROUND BOTTOM OF GRAVEL
o < �� COLLECTOR AS SHOWN
x
10" MIN 3" --- -- MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT
i MIN - WRAP BOTTOM EDGE ALONG
1 \
31, POLYETHYLENE FILM AND WRAP TOP EDGE
z , ; MIN ALONG FOOTING (AS SHOWN)
GRAVEL COLLECTOR:
GRAVEL SIZE TO BE AT LEAST 2X
THE WIDTH OF SLOTTED
\�\ PERFORATIONS OR 1.5X THE
DIAMETER OF ROUND
FOOTING PERFORATIONS
\!VA y�A�
3" MIN PERFORATED
�Q PIPE (U.N.O.)
GENERAL NOTES:
1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS
2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION
WHICH SHALL BE SOLID, NON -PERFORATED PIPE.
3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET.
4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY
OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED.
5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED
DEPTH AND APPLICATION
6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED
PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION.
Southern Office
ARCHITECTS Colorado Springs,CO
RMG80918
Central
(719)548-0600
Central Office.'
E N G I N E E R S Englewood, CO 80112
(303)688-9475
Northem Office:
ROCKY MOUNTAIN GROUP Greeley / Evans, CO 80620
(970) 330-1071
SPREAD FOOTING
PERIMETER DRAIN
FIG No. 8
I* � 4 i CITY OF WHEAT RIDGE
_1�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
r
Inspection Type: F7
Job Address: D
Permit Number:
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes (�_OD
When corrections have been made, cal r re-in,,,spection at 303-234-5933
Date:. 11 Inspecto .
DO NOT REMOVE THIS NOTICE
'k, City of Wheat Ridge
Residential Roofing PERMIT - 201700890
PERMIT NO: 201700890 ISSUED: 05/25/2017
JOB ADDRESS: 2915 Ward CT EXPIRES: 05/25/2018
JOB DESCRIPTION: Tear off and reroof asphalt shingles - 43 squares
*** CONTACTS ***
OWNER (303)898-4169 ABBOTT DARRION
SUB (303)792-5123 Brett MacDonald 090184 Weatherguard Construction Co
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,200.00
FEES
Total Valuation 0.00
Use Tax 273.60
Permit Fee 299.40
** TOTAL ** 573.00
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required.A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€ms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
ovscl o
INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
Occupancy/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
Inspector Comments
Initials
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Sewer Service
Do Not Pour
Concrete Prior 10 Approval UT I ne Hpove ms ectivrts
Underground/Slab Inspections
Date
Inspector Comments
Initials
Electrical
Sewer Service
1 �%
Plumbing
Lath / Wall Tie
_ W T'! -n r-'TMI l 7FLN G171drTn 7 J71raTi n_�.Tr lVbl t V I IN IS 1:4V11 •I.Vca I A t--1 91=1ii R VJ I b--
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
1 �%
Lath / Wall Tie
Rough Electric "
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date
Inspector
CommentsInitials
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
�r
NOTE: All items must be completed and approved by Planning, Public Works, Fire and uilding before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — mease De sure inat rougn InspuLalUF 15 dl t! GUI I1PIUM; IIVI11 a 1v 1 uc vrou n„ ui.. .,i.,..0 •....• ..•• •.-••.-y--
by the Building Division.
**For Inspection Time Window — Please email insptimerequest@Ci.Wheatridge.CO. US by 8:00 A.M. the morning of the
inspection with the property address in the subject line of the email. Time window is based on the inspector's route.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
Residential Roofing PERMIT - 201700890
PERMIT NO: 201700890 ISSUED: 05/25/2017
JOB ADDRESS: 2915 Ward CT EXPIRES: 05/25/2018
JOB DESCRIPTION: Tear off and reroof asphalt shingles - 43 squares
*** CONTACTS ***
OWNER (303)898-4169 ABBOTT DARRION
SUB (303)792-5123 Brett MacDonald
090184 Weatherguard Construction Co
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,200.00
FEES
Total Valuation 0.00
Use Tax 273.60
Permit Fee 299.40
** TOTAL ** 573.00
*** 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 jN-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€TMs 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.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Roofing PERMIT - 201700890
201700890 ISSUED: 05/25/2017
2915 Ward CT EXPIRES: 05/25/2018
Tear off and reroof asphalt shingles - 43 squares
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attes that I am legally authorized to include all entities named within this document as parties to the work to be
per
and that all work tope performed 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 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 andprocedures 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 grantingrmi ha not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable co Nordin ation 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.
Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
'; �i�/T hcat j�ge
C0MMCI, DEVELOPMENT
DEVELMEiNT
Building & Inspection Services Division
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 ' Fax: 303-237-8929
Inspection Line: 303-234-5933
50357
FOR OFFICE USE ONLY
Date:
Plan/Permit #
Plan Review Fee:
Building Permit Application
Please complete all highlighted areas on both sides of this form. Incomplete applications may not be pirocesse+l.-***
Property Address: ;)91!S COc _F6 (�—
Property Owner (please print):) /�� �� Phone: 343
Property Owner Email:
Mailing Address (if different than property address)
Address:
City, State, Zip:
Arch tect/Engineer:
ArchitectlEngineer E -maid
Phone:
Contractors City License #: Phone
Sub Carttracors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE 11 COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use, of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. FULF
Amps
Tc -6,r f Ce-Rcn
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ I S i ,oto , CG0
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 assumefull responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this applicati
or have been authorized by the legal owner of the property to perform the described work and am also authgal owner
orized ti the legal owner
that I am the lea any
entity included on this application to list that entity on this application.
CIRCLE ONE_ (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME:: � , L ocA r -o i 1 SIGNATURE: �^ RATE: �
ZONING COMMMENTS:
Reviewer:.
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer.
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation:
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: m I
Job Address: z `y Is ltib c 1
Permit Number: 2 0 "7U U Sg 0
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
41 CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: /V) i I)
Job Address: 22cl i� W4" T_
Permit Number: 00)i 0---> �?qb
❑ No one available for inspection: Time 'A PM
Re -Inspection required: Yes No `•_ _..'
*When corrections have been made, call for re -inspection at 303-234-5933
Date: f� Inspector:
DO NOT REMOVE THIS NOTICE
Or Current Owner/occupant
Darrion Reef Abbott
2915 WARD CT
WHEAT RIDGE CO 80215-6527
Regarding Permit: 20094292; Install 240 sq ft storage shed
2915 Ward CT, Wheat Ridge, CO 80215
Our Records indicate that the above noted permit was issued on 12/01/09. our last
inspection related to that permit was on NONE.
Because of the inactivity on this permit, it will become void as of 12/31/2015.
Please contact this office within one week from the date of this letter to update us on
the status of this permit, or call for a final inspection on the property. You may call
303234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed
are permit number, property address, type of inspection and date to be inspected.
If you do not contact this office, and wish to resume work at a later date, you will be
required to submit a new permit application, drawings with appropriate code edition
information and pay applicable fees. Incomplete or inactive permits may be reported to
agencies such as Jefferson County Assessor, title companies, etc., and could affect future
transactions related to this property.
Thank you for your cooperation concerning this matter. If we can answer any questions,
please don't hesitate to contact us at 303-235-2855, option 7.
Melissa Mackey
Senior Permit Technician
Residential Worksheet
Address: 2271 4S' I )Java C A- ,
Vr_
Zoning: - "Z- Property in the flood plain? t_~,D
Lot Size: sq. ft. Lot Width: ft.
Maximum Lot Coverage: 4` %
Proposed Improvements:
House: sq. ft.
Addition to House: sq. ft.
Shed: 2y~ sq. ft.
Detached Garage: sq. ft.
Proposed Lot Coverage: (Total) 19 %
IS (o sq. ft.
sq. ft.
Required Setbacks: FR 2.b S S = 2.5 , R
Provided Setbacks: FR 2 S S~IS' R 5
Maximum Height: 1C) ft. Maximum Size: 4 00 sq. ft.
Proposed Height: r ft. Proposed Size: 4- 0o sq. ft.
Access Notes
For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site
shall be surfaced with concrete, asphalt, brick pavers or similar materials. -
For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any
property line, except when used as joint access for two or more lots,
In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet
apart, measured from the interior edges.
For all uses, one access point per property is permitted
Landscaping Notes
For one-and two-family dwellings, one tree for every 70 feet of street frontage is required.
100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
5`1 V°L sq. ft.
Existing Improvement(s):
House: -2- sq. ft.
Shed: 1 GaC~ sq. ft.
Detached Garage:
Other: sq. ft.
Street trees required: Street trees provided:
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Storage Shed Placement Permit
(for storage shed that DO NOT exceed 120 sq ft in floor area)
Department of Planning and Development
City of Wheat Ridge
1500 West 291h Avenue
Wheat Ridge, CO 80215 - 303-235-2855
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Property Owner: D/41'?R~OA) /2Ea-&- 402077-
Property Address: / 7~NfRT ,
Z 9/ ~ GIJ,a sz7 Go u ,a-r 12"A4E L-_0 6,9215-
Phone:
'303 -374-009-3
Contractor: in~~TAZ t3y OLv9v¢.fL Phone:
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed for 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) Signatur6:/~.~iiL> G`r/ Date:
Description: SQ FT
.57_024,:~J_ 5)-06_!b
(WOO
Use:
/Vo-r -lO
e&'C&Eb /0 ' A-I-.
't„ _ r t', Z~
Zoning:
1'
Y
Building Setbacks - Side: Jj Rear: Front: Sq. Ft.: / Z d
,err
Zonin~°Coi~(~~nts~ iv ti
Approval ~V
Ali
gol.agT Qrrl`ment '
Approval:
(1) No work of any manner shall be done that will change the natural flow of storm water causing a drainage problem.
{ Owner/ contractor shall notify the building department twenty-four (24) hours in advance for all inspections, and shall receive
written approval an inspection.
(3,) The issuance of a permit or approval of drawings shall not be construed to be a permit for, nor an approval of, any violation
of the provisions of the building codes or any ordinance, law, rule or regulation.
(4 Sheds must be properly and securely anchored at all corners.
PLEASE NOTE: Owner/ contractor is responsible for locating property lines and constructing improvements according to the
approved plan and required developmentstandards.The Cilvis notresponsible forinaccurate information submitted within
the plan set and any construction errors resulting from inaccurate information.
Codes Administrator
Property appraisal system
PrOpe ty a s c s a v
Cnforinaklon
1 OF 9 Next
GENERAL INFORMATION
Schedule: 032465 Parcel ID: 39-293-12-014
Status: Active Property Type: Residential
Property Address: 02915 WARD CT
WHEAT RIDGE CO 80215
Mailing Address: SAME ADDRESS AS PROPERTY
Neighborhood: 2403 - APPLEWOOD VILLAGES, PROSPECT VALLEY AREAS
Print Help
Owner Name(s)
ABBOTT DARRION
ABBOTT TRACI
PROPERTY DESCRIPTION
Subdivision Name: 490800 - MAPLE GROVE VILLAGE. ELKS 2-10
Block
Lot
Key
Section
Township
Range
Quarter5ection
Land Sqft
004
0016
29
3
69
SW
0
004
0015
29
3
69
0
Total
0
Assessor Parcel Maps Associated with Schedule
mapraLaa3 oaf Graphic Parcel. Map MapQuest Location
PROPERTYINVENTORY
Property Type RESID Year Built: 1960 Adjusted Year Built: 1960
Design: Ranch Improvement Number:
Item
Quality
No.
MAIN BEDROOM
3
FULL BATH
Average
1
3FIX-3/4 BATH
Average
1
MAIN FIREPLCE
Low
1
-Al F HiSTnRV
Areas
Quality
Construction
Sgft
FIRST FLOOR
Average
M
1457
ENCLOSD PORCH
Low
200
COVERED PORCH
Average
320
ATTACH GARAGE
Average l
m
528
Sale Date
Sale Amount
Deed Type
Reception
04-19-1976
41,500
CONVER01
08-30-1977
0
30700663
03-30-1999
171,000
Warranty Deed
F0837237_
06-18-1999
210,000
Warranty Deed - Joint Tenancy
F0894256
09-13-1999
214,000
Warranty Deed - Joint Tenancy
F0944_335,.
TAX INFORMATION
2009 Payable 2010
Actual Value
Total
304,200
Assessed Value
Total
24,210
2008 Payable 2009
Actual Value
Total
318,300
Assessed Value
Total
25,340
Treasurer Information
View Mill Levy Detail For Year
20
2009 Mill Levy Information
Tax District
3130
County
TBA
School
TBA
WHEAT RIDGE
TBA
N. W. LAKEWOOD S. DIST.
TBA
REGIONAL TRANSPORTATION DIST.
TBA
URBAN DRAINAGE&FLOOD CONT DIST
TBA
URBAN DRAINAGE&FLOOD C SO.PLAT
TBA
WHEATRIDGE FIRE DIST.
TBA
Total
TBA
Page 1 of 1
09 2008,
http://www.co.jefferson.co.us/ats/displaygeneral.do?sch=032465&offset=0 12/1/2009
Residential Worksheet
Address: 2 9 ~ S W a v el C-+.
Zoning: - -2. Property in the flood plain? N O
5 3 U sq. ft. Lot Width: ~ Z' ft.
Lot Size:
Maximum Lot Coverage: 40 % 591 2 sq. ft.
Proposed Improvements Existing Improvement(s):
House: sq. ft. House: 21 ~ V sq. ft.
Addition to House: sq. ft. Shed: l(~, 0 IV sq. ft.
Shed: p O sq. ft. Detached Garage: sq. ft.
Detached Garage: sq. ft. Other: sq. ft.
Proposed Lot Coverage: (Total) , ~ % 4s q, ft.
t,_eaST 7 {CoV44 ,
Required Setbacks: FR 2.5 S 3 5 ' S
S` R 6'
Provided Setbacks: FR 2S S " S 'S R ) T
Maximum Height: C ft. Maximum Size: .400 tl sq. ft..C C' 0 , to i ~.ns)
47 4„ LL l
Proposed Height: (0, ft. Proposed Size: -1-00 sq. ft.
6 vv` ✓ r c3 )
Access Notes
For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site
shall be surfaced with concrete, asphalt, brick pavers or similar materials.
For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any
property line, except when used as joint access for two or more lots.
In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet
apart, measured from the interior edges.
For all uses, one access point per property is permitted.
Landscapine Notes
For one-and two-family dwellings, one tree for every 70 feet of street frontage is required.
100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
Street trees required: Street trees provided:
City of
% WheatNdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P:303.235.2846 F:303.235.2857
September 24, 2009
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated
below:
PROPERTY OWNER(S): Damon & Traci Abbott 2915 Ward Ct Wheat Ridge CO 80215
OLD ADDRESS: 12425 W. 29°i Ave.
NEW ADDRESS(ES): 2915 Ward Court, Wheat Ride CO 80033
SUBDIVISION: Maple Grove Village Blks 2-10 LOT(S) 15&16 BLOCK 4 KEY
PARCEL NO(S): 39-293-12-014
NOTES: Lot 15 is vacant land, however Lot 16 has a single-family residence with access from Ward Ct.
AUTHORIZED BY: DATE:
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033
5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201
6. Qwest Communications, Metro North Field--Engineering, 5325 Zuni St., Room 728, Denver, CO 80221
7. Comcast, Attn: Jon Alvino, 6793 W. Canyon Ave., #13C, Littleton, CO 80128
8. Water District: Consolidated Mutual
9. Sanitation District: Northwest Lakewood
10. Fire District: Wheat Ridge
11. Wheat Ridge Planning Division
12. Wheat Ridge Building Division
13. Wheat Ridge Police Department
14. GIS Specialist
15. Log File
16. Other:
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
1tin'n'xi.N ncatri&gc.co.n5
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M921118411
237-6944 EXT. 255 P.O. Box 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW.
APPLICATION FOR MISCELLANEOUS PERMIT
JOB ADDRESS 991s rrA.-a r r OWNER nF nmmRFe - pam
CONTRACTOR STAHL INCORPORATED ADDRESS 2915 Ward Court
AODRESS 7795 W 120th Avenue
CITY Broomfield ZIP CODE $0020
PHONE
I. TYPE Ground
PHONE 238-6800 ZIP CODE 80215
OONTRACT PRICE $ 3 590.00
Otnsr 5 w D Faee
2. MATERIAI
Tofol SQUOn Feat
.
SIGNS
❑ N
❑
T
s
Permit No
Eleef
o
3. iLLUMINAT10N YOs
yp
.
.
4 SET BACK FROM PROPERTY IINE N
_
5_ E
_ W Zon*_
ApqovW, Zone Inapeetor
(SOecity whien is front )
❑
❑
❑ ❑
Diwppraed
1. TYPE Solidli Mors Thon BO% ODan❑
Leu Thon 80% Open
MATERIAL
Heipht
FENCES
3 SET BACK FROM PROPERTY LINE N
_
5_ E
_ W Zono_
ApprwW,iom ImDeetw
(Specifv whieh is front)
❑
❑
❑ _ ❑
DiaopDrowd
lz~
OTHER IZ'
DRAW SKETCH OR SNOW BELOW,TME FENCE, SIGN, OR OTHER STRUCTL
(SETBACKS OR PROJECTIONS INCLUDED)
INSPECTION TICKET
JOB
ADDRESS
DATE: 9`17 BLDG. PERMITM J'~"
PERMITB
BLDG. CONTR. Z-f..c4/w~`-
SUBCONTRACTOR
DATE INSP. REQ.
STREET NAME
SHOW DISTANCES FROM THE M41N BUILDING TOADJOINING HOUSES, STF TYPE OF INSP.~`-y~ -
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTAI ~J
APPLICATION FOR PLUMBING; ELE, INSPECTION MADE 11 ~
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATE D JISION.
PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUAI REMARKS
ELEC7RICAL PERMIT
STATE LICENSE N0.
PLUMBINI
STATE LICENSE NO.
ALUMINUM WIRE UNDERSIZE 8 ILI.EGAL
FLOOR
BSMI ElxSolm
Np.
WATER CIASET
W.R. FORnn 6.19
TEMPORARY METER
WASM BOWL
j
NEW SERVICE AMPS
BATH TU8
CHANGE SERVICE-AMPS
SHOWER
_
LIGHTING
SINK
HEATING
GARBAGE DISP
POWER SUB-CIRCUiTS
UTILITY(RANGE,DISPOSER,ETC.)
FIXTURES
WA?ER HEATER
AUTO. WASHER
DISH WASHER
Refri aront Grou
Pounds CMr s
AUTOMATIL SPRINKIER SYSTEM
WIRING MOTOFtS 6 CONTROLS
F100R DRAIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 6 RECTFIERS
SEWERS
ADOITION TO OLD K'ORK
OTHER
MOTORS OVER I HP
TOTAL FIXTURES
I hereEy ocknowled9e thot this applico-
tion ia torrecf ond understond that I
eannof stort fhie project unlil this oppli-
cotion is apOroved. I aholl comply with
the laws ot the Stote of Colorodo and to
fhe Zoninp Requtotions and Buildinq
Code of the City ot Wheat Ridqe. Any
violotion of the above terms will cause
immediote revoeation of thie Dermit.
~~oo~ie s~a i~~•
No. 15854
PERMIT FEE
USE TAX
TOTAL FEE
CHIEF BUILDI& INSPECTOR,Cityof Wheat Ridqe
oare i5suea
f VALID UNLE55 RECEIF
mm
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS