HomeMy WebLinkAbout3330 Chase Street4
City of
�Wheat dge
MUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29" Ave.
F: 303.237.8929
July 22, 2019
Owner/Occupant
3330 Chase Street
Wheat Ridge, CO 80033
Wheat Ridge, CO 80033-8001 P: 303.235.2855
RE: Previously permitted project plans available for retrieval — Permit 201706311 (New Single
Family)
Owner/Occupant,
This letter is being sent to you because a project for which a permit was issued by the City of
Wheat Ridge Building Division and plans and/or other documents were required was recently
completed and approved. In accordance with the Building Division's document retention policy,
the associated plans and/or other documents are scheduled for disposal.
We are writing to offer you an opportunity to retrieve those approved plans and/or documents
prior to their disposal by the Building Division. The plans and/or documents are available for
retrieval for a period of 20 working days (4 weeks) from the date of this letter — August 19 — and
must be retrieved in person at the Building Division offices. This letter must be presented at
the time of retrieval of the plans and/or documents. Plans and/or documents available for
retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval
after the expiration of the retrieval period.
You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday
through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge.
Cordially,
Kimberly Cook
Permit Technician
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2873
Fax: 303-237-8929
www.ci.wheatrid eg co.us
City of
WheatWgic
COMMUNITY MUNY DEVELOPMENT
www.ci.wheatridge.co.us
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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: '/05 Ff5
Job Address: 3 3 -3 0 C, h 030 5 �
Permit Number: ?-01 7'J� � �
❑ No one available for inspection: Time119 onz
AM/PM
Re -Inspection required: Yes I
O,
When corrections have been made, call for re--iinspeccttiion at 303-234-5933
Date: )a/// l Inspector:
DO NOT REMOVE THIS NOTICE
C �Rt'
4
February, 13 2017
Mann Builders, LLC
David Mann
7165 W. 32nd Ave.
Wheat Ridge, CO 80033
e3 33 0 Ghase- s
W ! 70,6311
CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone: (303) 655-9118
Fax (303) 655-9116
www.censpace.com
RE: Garage Foundation Reinforcing Inspection
Subject Location: 3330 Chase St
Wheat Ridge, CO 80033
To Whom It May Concern,
CO.6751.01
CENSPACE, LLC inspected the footing and foundation wall reinforcing for the garage at the
above referenced location prior to the placing of concrete. We also observed that the UFER was
in place at the time of the inspection. It is my opinion that the reinforcing and UFER have been
built according to the approved structural plans.
These statements represent the opinions of the undersigned based upon the information presented
in this report. This report is based upon a relatively short time observation ("snapshot in time")
and some of the information may have been supplied by others. Unless specifically noted below
this report does not cover electrical, mechanical/plumbing or subsoil conditions including the
existence of mold. Since portions of the structure are not available for observation without using
destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor
explicit, that any portion of the contents of this report and/or associated drawings represents the
complete or sole solution with respect to hidden defects or unknown conditions. The undersigned
believes that the judgments expressed in this report are consistent with that degree of skill and
care ordinarily exercised by practicing professionals performing similar design services under
similar circumstances.
Sincerely,
CENSPACE, LLf"
Kyle Swartz, P.E.
Page 1 of 1
CT
4<
,y-1��
c/N E0_
May 29, 2018
Mann Builders, LLC
David Mann
7165 W. 32nd Ave.
Wheat Ridge, CO 80033
RE: Framing Inspection
Subject Location: 3330 Chase Street
Wheat Ridge, CO 80033
To Whom It May Concern,
CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone: (303) 655-9118
Fax: (303) 655-9116
www.censpace.com
CO.6751.01
CENSPACE, LLC inspected the timber framing, pre-engineered trusses and steel framing on
May 22nd. It is my opinion that the timber and steel framing have been built according to the
approved structural plans.
These statements represent the opinions of the undersigned based upon the information presented
in this report. This report is based upon a relatively short time observation ("snapshot in time")
and some of the information may have been supplied by others. Unless specifically noted below
this report does not cover electrical, mechanical/plumbing or subsoil conditions including the
existence of mold. Since portions of the structure are not available for observation without using
destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor
explicit, that any portion of the contents of this report and/or associated drawings represents the
complete or sole solution with respect to hidden defects or unknown conditions. The undersigned
believes that the judgments expressed in this report are consistent with that degree of skill and
care ordinarily exercised by practicing professionals performing similar design services under
similar circumstances.
Sincerely,
CENSPACE, LLC
,e¢ 0 O L/C
O,
42W1
of
Kyle Swartz, P.E.
Page I of I
��CTU
c/N Et
October 16, 2017
Mann Builders, LLC
David Mann
7165 W. 32nd Ave.
Wheat Ridge, CO 80033
RE: Foundation Reinforcing Inspection
Subject Location: 3330 Chase St
Wheat Ridge, CO 80033
To Whom It May Concern,
CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone: (303) 655-9118
Fax (303)655-9116
www.censpace.com
CO.6751.00
CENSPACE, LLC inspected the footing and foundation wall reinforcing prior to the placing of
concrete on October 13th and October 20th. We also observed that the UFER was in place at the
time of the inspection. It is my opinion that the reinforcing and UFER have been built according
to the approved structural plans.
These statements represent the opinions of the undersigned based upon the information presented
in this report. This report is based upon a relatively short time observation ("snapshot in time")
and some of the information may have been supplied by others. Unless specifically noted below
this report does not cover electrical, mechanical/plumbing or subsoil conditions including the
existence of mold. Since portions of the structure are not available for observation without using
destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor
explicit, that any portion of the contents of this report and/or associated drawings represents the
complete or sole solution with respect to hidden defects or unknown conditions. The undersigned
believes that the judgments expressed in this report are consistent with that degree of skill and
care ordinarily exercised by practicing professionals performing similar design services under
similar circumstances.
Sincerely,
CENSPACE, LLC
Kyle Swartz, P.E.
Page 1 of 1
October 10, 2018
Mann Builders, LLC
David Mann
7165 W. 32nd Ave.
Wheat Ridge, CO 80033
RE: Isolated Footing Correction
Subject Location: 3330 Chase St
Wheat Ridge, CO 80033
To Whom It May Concern,
CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone: (303) 655-9118
Fax: (303) 655-9116
www.censpace.com
CO.6751,01
CENSPACE, LLC inspected the isolated footing in crawlspace that was not located properly. It
was recommended that the footing be increased in size due to the column being off center.
CENSPACE has reviewed the additional size and reinforcing of the added section and found it to
be adequate and in conformance with the approved structural plans.
These statements represent the opinions of the undersigned based upon the information presented
in this report. This report is based upon a relatively short time observation ("snapshot in time")
and some of the information may have been supplied by others. Unless specifically noted below
this report does not cover electrical, mechanical/plumbing or subsoil conditions including the
existence of mold. Since portions of the structure are not available for observation without using
destructive methods, CENSPACE, LLC makes no warranty of guarantee, neither implicit nor
explicit, that any portion of the contents of this report and/or associated drawings represents the
complete or sole solution with respect to hidden defects or unknown conditions. The undersigned
believes that the judgments expressed in this report are consistent with that degree of skill and
care ordinarily exercised by practicing professionals performing similar design services under
similar circumstances.
Sincerely,
CENSPACE, LLC
Kyle Swartz, P.E.
Page 1 of 1
The City of Wheat Ridge
Third Farty Form Check List i �^
Property Address 33 3D uictsk,
Permit Number
Permit Issued Date EL _::
Owner Information j
Property Owner Information v i AICA /i
Property Owner Address '�( V5 n d
Inspector Information
Inspection Company 6�-r
Inspector Name v.��}►'`Q,,-�
Inspector Contact info
Inspector Statement and Acknowledgement
* I hearby acknowledge the roof l am inspecting is 6/12 or over. All roofs
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
* I Nearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommendations nd specfi tions.
Inspector: `_ Date: 31 Z - 1-z
Property Owner Statement of Acknowledgement
*1 hearty acknowledge that I am the owner of the building referenced above and I give
my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ri u 9D inspection. l
Propery Owner/Agent: ,�✓ Date: l
This original document and permit card, as well as the roofing check list, must be submitted tc
the Chief Building Official within seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Draft Date* 7/26/17
r10 ( d r\
Please add note to reverse side
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
Roof Inspection
❑ N/A
Pass
❑ Fail
❑ N/A
Pass
❑ Fail
Structural roof components
❑ N/A
Pass
❑ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A
Pass
❑ Fail
Flashing for roof and walls
(] Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
❑ N/A
( Pass
❑ Fail
Verify sheathing nail pattern (See Policy & Procedures)
❑ N/A
F� Pass
❑ Fail
Crickets and saddles where needed
❑ N/A
D Pass
❑ Fail
Verify B vent must have boot same gauge as pipe
❑ N/A
a Pass
❑ Fail
Verify vent caps
❑ N/A
(] Pass
❑ Fail
Verify no flashings are damaged or rusted
❑ N/A
Pass
❑ Fail
Step flashing shall be min. of 4x4 piece per shingle
❑ N/A
Pass
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A
Pass
❑ Fail
Ice and water shield 2' in heated wall spaces
❑ N/A
Pass
❑ Fail
Underlayments must follow 2012 RRC / 2012 IBC
❑ N/A
1� Pass
❑ Fail
Verify roof slope for proper drainage
❑ N/A
Pass
❑ Fail
Dripedge shall have min of 2" overlap
❑ N/A
Pass
❑ Fail
Dripedge should extend down min 2" past roof deck
❑ N/A
Pass
❑ Fail
Dripedge shall be mechanicaly fastened 12" OC
❑ N/A
Pass
❑ Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
❑ N/A
Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
❑ NIA
r�
PqPass
EJFail
Above roof insulation R-25
❑ N/A
Pass
❑ Fail
Below roof residential R-38
❑ N/A
Q Pass
❑ Fail
Below roof commercial R-32
❑ N/A
[ Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof Shingles
Requirements
❑ N/A
❑ Pass
❑ Fail
Metal roof shingles shall not be installed on slope less
3:12
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall be the same material as roof
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
❑ N/A
❑ Pass
❑ Fail
Clay and concrete the shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
Notes
Company Name:
Inspector signature:
Date of Inspection:
The City of Wheat Ridge
Third Farty Form Check List
Property Address3 30
Permit Number
Permit issued Date=_ afl�"�'
Owner Information
Property Owner Information
Property Owner Address
Inspection Company
Inspector Name
Inspector Contact info.
v a CJS �U /1
t 4C ,
Inspector Statement and Acknowledgement
1 Nearby acknowledge the roof I am inspecting is 6/12 or over. All roofs
that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept,
1 Nearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommenda 'ss an sp!!Ttions.
Inspector: 1: J Date: `a L)
Property Owner Statement of Acknowledgement
*1 hearby acknowledge that 1 am the owner of the building referenced above and I give
my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ri u 9D' inspection. (r/
Propery Owner/Agent: ��--� Date:
This original document and permit care , as well as the roofing check list, must be submitted tc
the Chief Building Official within seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
PPT65
Draft Date* 7126/17
y\. o ? Cl o- \ �-- )-.` %'\ \7
Please add note to reverse side
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Roof Ins
ection
❑ N/A
Pass
❑ Fail
❑ N/A
Pass
❑ Fail
Structural roof components
❑ N/A
Pass
❑ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A
[Pass
❑ Fail
Flashing for roof and walls
Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
E] N/A
Pass
E] Fail
Verify sheathing nail pattern (See Policy &Procedures)
F1N/A
Pass
F-1Fail
Crickets and saddles where needed
❑ N/A
'�J Pass
❑ Fail
Verify B vent must have boot same gauge as pipe
❑ N/A
D Pass
❑ Fail
Verify vent caps
❑ N/A
❑ Pass
❑ Fail
Verify no flashings are damaged or rusted
❑ N/A
M Pass
❑ Fail
Step flashing shall be min. of 4x4 piece per shingle
❑ N/A
'0 Pass
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A
❑ Pass
❑ Fail
Ice and water shield 2' in heated wall spaces
❑ N/A
�J Pass
❑ Fail
Underlayments must follow 2012 IRC / 2012 IBC
❑ N/A
Pass
❑ Fail
Verify roof slope for proper drainage
❑ N/A
Pass
❑ Fail
Dripedge shall have min of 2" overlap
❑ N/A
Pass
❑ Fail
Dripedge should extend down min 2" past roof deck
❑ N/A
Pass
❑ Fail
Dripedge shall be mechanicaly fastened 12" OC
❑ N/A
dQ
LLI Pass
❑ Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope; Exception: detached garages,
patios, carports, open on three sides with min. slope of
1:12
❑ N/A
❑ Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
❑ N/A
Pass
❑ Fail
Above roof insulation R-25
❑ N/A
a Pass
❑ Fail
Below roof residential R-38
❑ N/A
Pass
❑ Fail
Below roof commercial R-32
❑ N/A
Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications - Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof Shingles
Requirements
❑ N/A
❑ Pass
❑ Fail
Metal roof shingles shall not be installed on slope less
3:12
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall be the same material as roof
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
❑ N/A
❑ Pass
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Notes
Company Name:-�
Inspector signature: �-
Date of inspection: s iy
tilt
❑ No one available for inspection: Time 1130 AM/PM
Re -Inspection required: 4` es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: i a o Inspector: f72
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
�(303)
(303) 234-5933 Inspection line
235-2855 Office • (303) 237-8929 Fax
INSPECTLON NOT15
L/
Inspection Type:
V 7- n aU m i i► �f � �" 1`r
Job Address:
33 3 d C
Permit Number:
G) -7 G 4, 3 1 1
tilt
❑ No one available for inspection: Time 1130 AM/PM
Re -Inspection required: 4` es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: i a o Inspector: f72
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
w ; (3Q3),234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: :0 FT / ---z74 V1 cl)
Job Address: '333o C,latS 1p- 31
Permit Number:
❑ No one available for inspection: Time AWPM
Re -Inspection required: Yes No
When corrections have/been made, 'for re -inspection at 303-234-5933
Date: 1112 ! 15 Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
ci o 1- 60-s l 0 ft -e
Inspection Type: `-1 D 9 - G Qs nj e -fie, /2& a 6�e
Job Address: '375-30 G A A P S
Permit Number: a a 1-7 0 (o -3 1
Ga S L ► n v A t!�, P. r)
❑ No one available for inspection: Time '3 = L4 7 Opm
Re -Inspection required: Yes (9
When corrections have been made, call for re -inspection at 303-234-5933
Date: 9 J / S Inspector: 1
DO NOT REMOVE THIS NOTICE
The City of Wheat Ridge
Third Farty Form Check List
Property Address j�
Permit Number
Permit Issued Date
Owner Information
Property Owner Information
Property Owner Address
Inspection Company
Inspector Name
Inspector Contact info
VIA 41CA
--71 co, �
i_�
Inspector Statement and Acknowledgement
* I hearby acknowledge the roof 1 am inspecting is 6/12 or over. All roofs
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
* I Nearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommendationsnd specific tions.
Inspector: _ llc� %. Date: 31-1-11 j -z
Property Owner Statement of Acknowledgement
*1 hearty acknowledge that I am the owner of the building referenced above and I give
my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ri u g Q inspection.
Propery Owner/Agent: `� Dater.
This original document and permit card, as well as the roofing check list, must be submitted tc
the Chief Building Official within seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Draft Date, 7/26/17
A a Fur n,, , � c or C 0 d r-,
Please add note to reverse side
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
❑ N/A
(] Pass
❑ Fail
❑ N/A
Pass
❑ Fail
Structural roof components
❑ N/A
Pass
❑ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A]
Pass
❑ Fail
Flashing for roof and walls
Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
❑ N/A
[ Pass
❑ Fail
Verify sheathing nail pattern (See Policy & Procedures)
❑ N/A
E� Pass
❑ Fail
Crickets and saddles where needed
❑ N/A
Pass
❑ Fail
Verify B vent must have boot same gauge as pipe
❑ N/A
fd
Pass
❑ Fail
Verify vent caps
❑ N/A
� Pass
❑ Fail
Verify no flashings are damaged or rusted
❑ N/A
0 Pass
❑ Fail
Step flashing shall be min. of 4x4 piece per shingle
❑ N/A
1� Pass
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A
❑ Pass
❑ Fail
Ice and water shield 2' in heated wall spaces
❑ N/A
(iJ, Pass
❑ Fail
Underlayments must follow 2012 IRC / 2012 IBC
❑ N/A
Pass
❑ Fail
Verify roof slope for proper drainage
❑ N/A]
Pass
❑ Fail
Dripedge shall have min of 2" overlap
❑ N/A
(tl Pass
❑ Fail
Dripedge should extend down min 2" past roof deck
❑ N/A
[� Pass
❑ Fail
Dripedge shall be mechanicaly fastened 12" OC
❑ N/A
f -I Pass
❑ Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
❑ N/A
Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
❑ N/A
Pass
❑ Fail
Above roof insulation R-25
❑ N/A
Pass
❑ Fail
Below roof residential R-38
❑ N/A
Pass
❑ Fail
Below roof commercial R-32
❑ N/A
Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof Shingles
Requirements
❑ N/A
❑ Pass
❑ Fail
Metal roof shingles shall not be installed on slope less
3:12
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall be the same material as roof
❑ N/A
❑ Pass
❑ Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
❑ NIA
❑ Pass
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
Notes
Company Name:
Inspector signature:
Date of Inspection:
The City of Wheat Ridge
Third Farty Form Check List
Property Address 3 3i `- coal
Permit Number
Permit Issued Date
Owner Information
Property Owner Information
Property Owner Address
Inspection Company
Inspector Name
Inspector Contact info.
v) a AV64 /1
Ape OS3
i _�
Inspector Statement and Acknowledgement
I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs
that are under 6112 must be inspected by the City of Wheat Ridge Buiding Dept.
' 1 hearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommends Ws an 1sp ciftaations.
Inspector: 1� Z` j paw; �Ll
Property Owner Statement of Acknowledgement
,1 hearby acknowledge that I am the owner of the building referenced above and I give
my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ri" g D inspection.
Propery Owner/Agent: �" _ Date: = - r t
This original document and permit carq, as well as the roofing check list, must be submitted tc
the Chief Building Official within seven days of the final inspection.
Drop off in person
Permit counter 2nd floor
7600 W. 29th Ave
Wheat Ridge CO 80033
PPTSS
Draft Date, 7/26/17
Please add note to reverse side
Roof Inspection
❑ N/A
® Pass
❑ Fail
❑ N/A
'JD Pass
❑ Fail
❑ N/A
Q Pass
❑ Fail
❑ N/A
LL Pass
❑ Fail
Pass
❑ Fail
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
❑ N/A
71 Pass
Pass
Pass
Pass
❑ Pass
j Pass
Pass
❑ Pass
Pass
Pass
Pass
Pass
EL Pass
Pass
Pass
Pass
Pass
Pass
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
❑ Fail
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Structural roof components
Verify that no more than 2 layers of shingles exist
Flashing for roof and walls
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
Verify sheathing nail pattern (See Policy & Procedures)
Crickets and saddles where needed
Verify B vent must have boot same gauge as pipe
Verify vent caps
Verify no flashings are damaged or rusted
Step flashing shall be min. of 4x4 piece per shingle
Verify scuppers allow for proper drainage
Ice and water shield 2' in heated wall spaces
Underlayments must follow 2012 IRC / 2012 IBC
Verify roof slope for proper drainage
Dripedge shall have min of 2" overlap
Dripedge should extend down min 2" past roof deck
Dripedge shall be mechanicaly fastened 12" OC
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope; Exception: detached garages,
patios, carports, open on three sides with min. slope of
1:12
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
Above roof insulation R-25
Below roof residential R-38
Below roof commercial R-32
Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications - Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof Shingles Requirements
❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less
3:12
❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof
❑ N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
❑ N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Notes
Company Name: S C -►► � � �
Inspector signature:
Date of Inspection: s �y
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time,) �AM/PM
Re -Inspection required: Yes No
When corrections have been made, ca I for re -inspection at 303-234-5933
Date: Jt! i Inspector:
DO NOT REMOVE THIS NOTICE
e CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: "/ -E"S Ao/ (`
Job Address: C&5,0.
Permit Number: 2-0/70 6 3 /
❑ 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 -
Date: r ""/ .� Inspector:
DO NOT REMOVE THIS NOTICE
04,le al �-o)9-973
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: 30/ AF13oq AE 3)3 APA 3)� OR
Job Address: 333(3 Lhg5e
Permit Number: 2017663 )1
❑ No one available for inspection: Time J AM/PM
r��
Re -Inspection required: J /Yes No
E
When correcti ns have been ixta e, call for reinspection 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
- INSPECTIO NOTICE
Inspection Type: 30j R O RC 3/3 /�P% a/6 MA
Job Address:. 336 `Uh S>'
Permit Number:'/
kj/-(y vp
30) 303 5l 3/6 A lla,y�71
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for rre
,--i7nssppeecjtion at 303 -234-
Date: -
03 -234 -Date: �Inspector://-
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_1�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 c '�; -
Job Address: C ,aS:�e Is IL
Permit Number: -0 01 71 0(�, 3 1
�(f-2 0l i-okof P -
L0 _ d
❑ No one available for inspection: Time = a 3 Igpm
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: -53c)/,F:r Inspector: 77'J
DO NOT REMOVE THIS NOTICE
Ll
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 c a /3c.3 - We-, I -t'- S �e
Job Address: -3-3 3 0 f )► n
Permit Number: 'D a I -7 o 4, 3►)
(0=)a
❑ No one available for inspection: Time 9 -- -ol) (P/PM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: __:� aG Inspector: -7--b
DO NOT REMOVE THIS NOTICE
Ll
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 c a /3c.3 - We-, I -t'- S �e
Job Address: -3-3 3 0 f )► n
Permit Number: 'D a I -7 o 4, 3►)
(0=)a
❑ No one available for inspection: Time 9 -- -ol) (P/PM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: __:� aG Inspector: -7--b
DO NOT REMOVE THIS NOTICE
F +
City of
W heat f dge
COMMUNITY DEVELOPMENT
aol-71)&311
City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
i
FOUNDATION SETBACK AND ELEVATION CERTIFICATION
This form, including the Exhibit on the reverse side, must be fully completed by a Professional
Land Surveyor 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: 10-20-2017
PERMIT# 201706311
ADDRESS: 3330 Chase Street
LOT 2, BLOCK , MANN CONSOLIDATION
I 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 engineering and
Building Permit construction plans as approved by the City of Wheat Ridge.
The MINIMUM SETBACK DISTANCES from the property lines have been determined to be:
FRONT: 27.18' REAR: 56.9' SIDE: 7.05' SIDE: 9.57'
The MINIMUM ELEVATION has been determined to be: 5866.32 (NAVD88).
The above measurements have been determined on the following location:
Check only one): X Top of foundation prior to placement of concrete
Top of proposed foundation subsequent to placement of concrete
The setback and elevation measurement
Signed
are identified on the attached exhibit.
Print Frank M. 7wolinski Date 10-27-2017
t .�h Professional Surveyor
S�
A rr.
8
Surveyor's Sea]) 1
FOR OFFICE USE ONLY
Approved by:
Inspector bate
www.cimbeatridge.co.us
Rev 12/06
Rev 12/06
EXHIBIT
56.94'
F
--,
�/ a+
3330 Chase St.
PERMIT #201706311
Q� b
27.18
V�
J
�SJz
df ¢�
°
a
N
NOT TO SCALE
NOTICE TO SURITYOR:
1. Elevations shall be shown for ALL foundation comers.
2. Foundation comers with minimum elevation and setback distance shall be identified.
3. Drawing must be properly oriented (North = top of page).
4. Show the roadway in front of the property.
5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S.
Rev 12/06
F +
City of
W heat f dge
COMMUNITY DEVELOPMENT
aol-71)&311
City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
i
FOUNDATION SETBACK AND ELEVATION CERTIFICATION
This form, including the Exhibit on the reverse side, must be fully completed by a Professional
Land Surveyor 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: 10-20-2017
PERMIT# 201706311
ADDRESS: 3330 Chase Street
LOT 2, BLOCK , MANN CONSOLIDATION
I 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 engineering and
Building Permit construction plans as approved by the City of Wheat Ridge.
The MINIMUM SETBACK DISTANCES from the property lines have been determined to be:
FRONT: 27.18' REAR: 56.9' SIDE: 7.05' SIDE: 9.57'
The MINIMUM ELEVATION has been determined to be: 5866.32 (NAVD88).
The above measurements have been determined on the following location:
Check only one): X Top of foundation prior to placement of concrete
Top of proposed foundation subsequent to placement of concrete
The setback and elevation measurement
Signed
are identified on the attached exhibit.
Print Frank M. 7wolinski Date 10-27-2017
t .�h Professional Surveyor
S�
A rr.
8
Surveyor's Sea]) 1
FOR OFFICE USE ONLY
Approved by:
Inspector bate
www.cimbeatridge.co.us
Rev 12/06
Rev 12/06
EXHIBIT
56.94'
F
--,
�/ a+
3330 Chase St.
PERMIT #201706311
Q� b
27.18
V�
J
�SJz
df ¢�
°
a
N
NOT TO SCALE
NOTICE TO SURITYOR:
1. Elevations shall be shown for ALL foundation comers.
2. Foundation comers with minimum elevation and setback distance shall be identified.
3. Drawing must be properly oriented (North = top of page).
4. Show the roadway in front of the property.
5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S.
Rev 12/06
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
V)a 11 /P." sk-, J,,
.
Inspection Type: c - ���• Px'4-
Job Address: 3 3o Cg S4 -
Permit Number: a 0 7 o G 3) 1
❑ No one available for inspection: Time
Re -Inspection required: Yes (J�(
When corrections have been made, call for re -inspection at 303-234-5933
Date: I F /a/1,9 Inspector:
DO NOT REMOVE THIS NOTICE
4
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: -2y3 5eu1-11 LmV,6A6rovw0 bx-r
Job Address:.S,330 C44J'&" 5T
Permit Number: 7,491-70&311
❑ No one available for inspection: Time4T'0r M
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303 -234 -
Date: 17 Igz l7 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: 3/3- Tt m thel p/_
Job Address: 3 d G R 52,
Permit Number: 2O / %O 63 %
❑ No one available for insp tion: Time �%� AM/PM
Re -Inspection required:Yes No
When corrections have been ma e, call for re -inspection at 303-234-5933
Date: -I()-/4//7 Inspector: )�
DO NOT REMOVE THIS NOTICE
E
r.
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax o
t
INSPECTION NOTICE
Inspection Type: 3/� X/�,Q`tea% 4_
Job Address: s S�
Permit Number:
❑ No one available for inspection: TiU.No e AI�I%PM
Re -Inspection required: Yes
When corrections have been made, call for
�re-inspection at 303 -234 -
Date: /aI //)� / 7 Inspector:
DO NOT REMOVE THIS NOTICE
R " Q City of Wheat Ridge
Single Family - New PERMIT - 201706311
PERMIT NO: 201706311 ISSUED: 09/27/201.7
JOB ADDRESS: 3330 Chase ST EXPIRES: 09/27/2018
JOB DESCRIPTION: New single family homes - 3,100 sq ft
***
CONTACTS ***
FEES
Total Valuation
OWNER (812)219-9736
Plan Review Fee
DAVID MANN
Use Tax
7,161.00
GC
(812)219-9736
Engin. Review Fee
David J. Mann
150030
Mann Builders LLC
SUB
(303)862-3810
Bianco Electric
100080
Bianco Electric
SUB
(970)372-7438
Thomas Wood
090068
C&F Enterprises
SUB
(303)364-8256
Bryan & Jeremy Gray
120139
Road Runner HVAC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION: 341,000.00
FEES
Total Valuation
0.00
Plan Review Fee
1,746.23
Use Tax
7,161.00
Permit Fee
2,686.50
Engin. Review Fee
150.00
** TOTAL **
11,743.73
*** 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.
As part of the foundation inspection and PRIOR to the placement of concrete and before
proceeding with any further construction, a completed, signed and sealed, Foundation
Setback and Elevation Certification shall be submitted to the City for review. The
certification form shall be fully completed by a Professional Land Surveyor licensed in the
state of Colorado, stating that the foundation was constructed in compliance with all
applicable minimum setback and elevation requirements of the City.
Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey
or Improvement Survey Plat shall be submitted to the City.
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.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from
the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick
pavers or similar materials. A right-of-way permit may be required; contact Public Works
Department at 303-235-2861. ***This project appears to meet these requirements***
Garage is NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Prior to issuance of a CO, one (1) tree shall be planted within the front setback.
In.addition, no less than twenty-five percent (25%) of the gross lot area and no less than
one hundred percent (100%) of the front yard shall be landscaped.
All landscaping shall be in conformance with Section 26-502 of the Zoning and Development
Code. All landscaping shall ve installed in accordance with the approved landscape plan
prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125%
of the cost of the installation shall be required.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications:
applica le uildin c and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal o of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this er furthe attest that I am le ally authorized to include all entities named within this document as parties to the work to be
per fo ed and t all work to performed is disclosed in this document and/or its' accompanyin approved plans and specifications.
S' ure of OWNER or CONTRACTOR (Circle one) Date
I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdict' royal of work is subject to field inspection.
4Z�774 IL
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
0
City of
�Wheat l- dd¢e
COMMUNrry DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permitsQci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: � ` J � I —�
�+ v
Plan/Permit #
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:
Property Owner (please
Property Owner Email:_
<A
C
C D1°'
Mailing Address: J(if different than property address)
Address: (% j �/ `_�>� ✓2 �(
City, State, Zip: /` l� �C,
Phone
2 1�5c� Grou
Arch itectlEngineer E-mail:i-iJ(�3 >7E SSI` Phone:36 1 C
_JL2 , (0
Contractor: 1de�S o A4m &,1hjjJ-L
,%.
Contractors City License #: V Phone:
Contractor E-mail Address: 'C
Sub Contractors:
Electrical: 91 it (�c�Z Plumbing: (4F
W.R. City License # W.R. City License #
Other City Licensed Sub:
City License #
krMechanical: �"�'►'�� 11V"'C�
W.R. City License #
Other City Licensed Sub:
City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL i4ESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
JjrNEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
F J 60
Sq. Ft./LF Jr Q Btu's
Amps
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
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 on the application.
CIRCLE ONE: OWNER (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE:
DEPARTMENT USE ONLY
ZONINGCOMMMENTS:-? n 01 F --(C- )G�PCL6,- d- tk,IL< Vbvt v►<. /UPANCY CLASSIFICATION:
Reviewer: f�PQ-CAW C�l
�
BUILDING DEPARTMENT COMMENTS: (--
Reviewer: A0 %�y4Yj� n �--. ` 3 1 Of O�?,1Qp
C�6U/
Own
PUal-16,' CZ;AAf1r-1lTS: t) p;p-a67` /200F C�24/&/ A-,,- 5PcKW ON
MVN q/1//7 C•,-• SlM PI -M 7b PQo-/Vt::;'i AD.)4cE 7-
PRCPOR--'iA5s Fra( 5TVA0wa7E;z PL4i dr-.
2� A Lr -77't-:9- y
AA10 AN 1[.G AUP acJ�L P� R t'c� - j�'
FAC74DP- 71? (,,,D, 7b j5N50PC— Building Division Valuation: $ 1
X4r->1146 .
"City of SINGLE FAMILY/DUPLEX
I he at , �=-ge R UILDING PERMIT APPLICA TI
rta�3t�c WORKS ON REVIEW
Date: 1,111T7
Location: 3330 CWAS15 57'
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a NEW
located at the above referenced address. Please note the comments checked below.
1. Drainage:
a. Drainage Letter & Plan required: Yes
b. Site drainage/grading plan have been reviewed and are: �70K
2. Public Improvements required & to be completed with project:
a. street paving/patching: Yes
b. curb & gutter: Yes
c. sidewalk: Yes
d. Other (specify):
Yes
For items not constructed, the amount of funds taken in lieu of construction
3. --f- Does all existing roadway/alley R.O.W
If not, what is required?
If R.O.W. is required, has the deed been received: Yes No (see Note below)
No
No
No
No
No
1111"T,refer to
tipulations.
Completed
Completed
Completed
Completed
meet the standards of the City: Yes No
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
4. / APPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations.
I �A -
Signature Mark Van Nattan Date
5. N� NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s):
Signature
Mark Van Nattan Date
• • • F_..Ir
429FE9 78 RW 6-Q'AJ diWZ5 4Si RjW WgQ C RA 22zdn-�N.
7. -A/- A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location
Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy.
8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
Rev 04/2016
City of
PUBLIC WORKS �o
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
PUBLIC WORKS DEVELOPMENT REVIEW FEES
Date:
Location of Construction: 3 30 r�r_la
Purpose of Construction: 51tJG1. E re AA /1,Y n1d/r= r A1C
Single Family 1_ Commercial Multi -Family
Development Review Processing Fee: ...................
(Required of all projects for document processing)
$100.00
Single FamiIv Residence/Duplex Review Fee: .......... ... I ...................... $50.00
Commercial/Multi-Family Review Fees:
• Review of existing or minimal technical documents :........................ $200.00
• Initial review' of technical civil engineering documents
(Fee includes reviews of the I" and 2nd submittals): .......................... $600.00
• Trak Impact Study Review Fee:
(Fee includes reviews of the Is' and 2nd submittals): .......................... $500.00
• Trip Generation Study Review Fee: ............................ ..................... $200.00-
0
200.00-
O & M Manual Review & SMA Recording Fee ................................ $100.00
' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have
not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
* Resubmittal Fees:
3rd submittal (%2 initial review fee): .................................................... $300.00 $-
4'h submittal (full initial review fee): ................................................. $600.00 $
All subsequent submittals: ........ ........ ............................................... $600.00 $
(Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Permit issuance): � p�
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY.
www.ci.rvheatridge.co.us
Rev 12/12
Oily Of
W begat Ri&crc
PUIS11C: WORKS
City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED: IL ADDRESS:
33 3 0 67,-
Dear
r-
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer
CC: File
"'w.d.wheatridge.co.us
Rev 2/08
RESIDENTIAL Building Permit — Plan Review Worksheet
Address: �'330 CKA-S(�
Lot Size: b 17 S 0
Property in the flood plain? ►J
sq. ft
Zoning: F C
Lot Width: 5-0 ft.
Rev. 03/2017
If yes, notify PW Floodplain Administrator and add surveying condition FLD
Type of project (applicable survey conditions in parenthesis):
❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) J
❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD)__
jd�New ILC and site plan yes (FND if w/in 2' of setbck (NRS
if in floodplain (FLD)
Maximum Lot Coverage: 40 % Z S o u sq. ft.
Exist
xis 'ng Improvements: Proposed Improvements:
House: sq. ft. House/addition: 1°I sq. ft.
Shed: sq. ft. Shed: sq. ft
Detached age: sq ft. Detached Garage: Sat g sq. ft.
Other: sq. ft. Other: 40 4- 9_5 sq. ft.
Total Existing sq. ft Proposed+Existing 2232 sq. ft
Lot Coverage % Lot Coverage 36. 2 %
q —'Z S S R
Required Setbacks: FR c7 S S R
Provided Setbacks: FR 2q- S °�� bS R S �µ
For additions or new construction, is the structure within 2 feet of minimum setbacks? `i2S
If yes, add surveying condition FND.
Maximum Height: S ft. Maximum Size: sq. ft.
Proposed Height: 32 tdft. Proposed Size: sq. ft.
Does the bulk plane apply? (Y/N)
If yes, does it meet on all sides (Y/N): FR S Y S R Y
(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
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 1d t
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? 0-C
C
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Streetseape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots (d6a j( PwN"
�d New development ❑ Additions that increase floor area by 60% or more — use formula:
(proposed floor area — existing floor area ) / existing floor area — % inc.
If any box above is checked ... (see next page)
Rev. 03/2017
For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutterfionor
-ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construfees-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.
Other Conditions
acess (applies 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
N(A 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.
l For all uses, one access point per property is permitted.
Landscaping (applies to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Street trees required: I Street trees provided: ,te+ s�
❑ 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.
City cif
W heat 1is -
MY OF WHEAT FJDGE BuI1.DING AND 1NSPEGTION SERVICES DI VISION
7500 W 29th Ave Wheat fudge, CO 80033-8001 p. 303-235.2855.f 303.237.9929
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: L I — P -
Project Address:
Name of Firm/Individual submitting documents: /"'inn t,,A rs L
Project Type/Description: e (}
O.S C-� R, ( � 6�\ nek1i 0191hw )e— r" 1125
Signature of Firm Representative or Individual:
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
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 re0resented1: (Please check one)
o West (Metro Fire Protection
o Arvada Fire Protection
o Wheat Ridge Water District
o Consolidated MuW Water District
o Valley Water District
o Denver Water
& Wheat Ridge Sanitation District
o Clear Greek Sanitation District
o Fruitdate Sanitation District
Q Westridge Sanitation District
o Other
Agency Notes:
L1�'ASi6
QL&t C
'I"1 �C H E0
V.41" 6—r4 L i—e rt - p
l" (LOM
f-4 NE{AF47'
ArPLsX
ShN5-rA-rx
AJ DZ.S1'r2�GT
Signature: Date- q/ '/(,
(Agency
A n epi nMa� S P -1
C ity of
W heat j isc
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.
Date:
r7
Project Address:
Name of Firm/Individual submitting documents
Project Type/Description: `� `� / CA I/1�_ `'`Ja i ` T�ICS
✓t � fn 1� � � .tet .� !'� L v, ,i � C 1,v� � � I
Signature of Firm Representative or Individual: /
f'
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
'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
�K Wheat Ridge Water District
o Consolidated Mutual Water District
o Valley Water District
o Denver Water ` �I
Agency Notes: 7 1 , - `L
(A FZ,6ji�esenta
o Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
LO
w.aeaakr.d„neW0m9nLLC
Component Constructions
Job:
Insul R
Htg HTM
Entire House
Date: Jul 26, 2017
By: David Hardcastle
12
Hardcastle Mechanical Design LLC
Plan: 17-029
ft2-°FBtuh
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com
Btuh
WNW
Btuh
Project• •
631
0.068
For:
Residential New Construction, Mann Builders
2862
1.26
794
3330 Chase St., Wheat Ridge, CO 80212
367
0.068
19.0
Email: mannbuilders@aol.com
1664
1.26
461
Design Conditions
649
0.068
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
n
270
Dailyrange (°F)
- 27 ( H ) Method
Simplified
1171
Wetbulb(°F)
- 60 Construction quality
Semi -tight
151
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
655
Construction descriptions
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2"
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
15B-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk
Partitions
(none)
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
12
ft2
Btuh/ft'-°F
ft2-°FBtuh
Btu h/W
Btuh
WNW
Btuh
n
631
0.068
19.0
4.54
2862
1.26
794
e
367
0.068
19.0
4.54
1664
1.26
461
s
649
0.068
19.0
4.54
2944
1.26
817
w
486
".C58
19.0
4.54
2205
1.26
612
all
2133
0.068
19.0
4.54
9675
1.26
2683
n
270
0.065
21.0
4.34
1171
1.07
288
e
151
0.065
21.0
4.34
655
1.07
161
s
270
0.065
21.0
4.34
1171
1.07
288
w
115
0.065
21.0
4.34
497
1.07
122
all
806
0.065
21.0
4.34
3493
1.07
859
n
123
0.061
10.0
4.56
561
0.35
43
e
102
0.061
10.0
4.56
465
0.35
35
S
123
0.061
10.0
4.56
561
0.35
43
w
102
0.061
10.0
4.56
465
0.35
35
all
450
0.061
10.0
4.56
2051
0.35
156
Windows
U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (3.1 ft window ht, 1 ft sep.); 8 ft head ht
U- 2015: 2 glazing, cir outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 e
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht
8
0.320
0
21.3
171
9.93
80
12
0.320
0
21.3
248
9.93
115
47
0.320
0
21.3
992
28.5
1324
47
0.320
0
21.3
992
11.9
553
105
0.320
0
21.3
2233
19.0
1992
26
0.320
0
21.3
551
9.93
257
Bold/italic values have been manually overridden
+ wrightSOft- Right -suite® Universal 2017 17.0.23 RSU18166
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MA Building Front faces: W
2017 -Jul -28 15:06:32
Page 1
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5 s
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht `I'I
w
all
4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht w
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht w
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht w
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht
Doors
11 D0: Door, wd sc type e
w
all
Ceilings
1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2"
gypsum board int fnsh
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int
fnsh
Floors
21A -20t: Bg floor, light dry soil, 2' depth
13
0.320
0
21.3
276
9.93
128
39
0.320
0
21.3
827
28.6
1107
52
0.320
0
21.3
1103
23.9
1235
40
0.320
0
21.3
844
9.93
393
13
0.320
0
21.3
281
12.3
162
10
0.320
0
21.3
218
28.6
292
26
0.320
0
21.3
562
28.6
753
89
0.320
0
21.3
1905
17.9
1599
168
0.470
0
31.3
5267
37.5
6305
48
0.490
0
32.7
1569
22.3
1072
216
0.490
0
31.6
6835
34.2
7377
7
0.320
0
21.3
143
27.8
187
7
0.320
0
21.3
143
27.8
187
13
0.320
0
21.3
287
27.8
373
38
0.320
0
21.3
811
28.5
1084
20
0.320
0
21.3
430
9.93
200
7
0.320
0
21.3
143
27.8
187
27
0.320
0
21.3
573
14.4
387
40
0.320
0
21.3
844
28.6
1130
24
0.390
0
26.0
624
10.8
258
24
0.390
0
26.0
624
10.8
258
48
0.390
0
26.0
1249
10.8
517
114
0.020
50.0
1.33
152
1.02
117
56
0.020
50.0
1.33
75
1.02
57
1053
0.020
50.0
1.33
1405
1.02
1076
1223
0.027
0
1.80
2203
0
0
Bolditalic values have been manually overridden
2017 -Jul -28 15:06:32
44;wrightSoft Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 Page 2
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
H.de.0o.«r> a.i,ntu Component Constructions Job:
Date: Jul 26, 2017
AH2 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wetbulb (°F) -
Wind speed (mph) 15.0
Construction descriptions
Indoor:
Heating
Cooling
Htg HTM
Indoor temperature (°F)
70
75
W
Design TD (°F)
67
20
Btuh Btuh/ft=
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
n 323
0.068
27 ( H )
Method
Simplified
406
60
Construction quality
Semi -tight
19.0
7.5
Fireplaces
1 (Average)
s 270
Construction descriptions
Or Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
w 260
W
Btuh/W-T
ft2-°F/Btuh
Btuh/ftp
Btuh Btuh/ft=
Btuh
Walls
0.068
19.0
4.54
5210
1.26
1445
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
n 323
0.068
19.0
4.54
1463 1.26
406
fnsh, 2"x6" wood frm, 16" o.c. stud
a 253
0.068
19.0
4.54
1147 1.26
318
12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2"
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
s 314
0.068
19.0
4.54
1422
1.26
394
w 260
0.068
19.0
4.54
1178
1.26
327
all 1149
0.068
19.0
4.54
5210
1.26
1445
n 270
0.065
21.0
4.34
1171
1.07
288
e 151
0.065
21.0
4.34
655
1.07
161
s 270
0.065
21.0
4.34
1171
1.07
288
w 115
0.065
21.0
4.34
497
1.07
122
all 806
0.065
21.0
4.34
3493
1.07
859
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 450, medium; 50% outdoor insect screen; 1.5 e
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht
12
0.320
0
21.3
248
9.93
115
47
0.320
0
21.3
992
28.5
1324
47
0.320
0
21.3
992
11.9
553
105
0.320
0
21.3
2233
19.0
1992
26
0.320
0
21.3
551
9.93
257
26
0.320
0
21.3
562
28.6
753
48
0.490
0
32.7
1569
22.3
1072
Bold/italic values have been manually overridden
City of
Wheat Fridge
- - 2017-Ju!8�Q4' :32
wrightsof't' Right -Suite@ U niv ersal 2017 17.0.23 RSU18166 ` Page3
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MA Building Front faces: W
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht w
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2"
gypsum board int fnsh
166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int
fnsh
Floors
(none)
7
0.320
0
21.3
143
27.8
187
7
0.320
0
21.3
143
27.8
187
13
0.320
0
21.3
287
27.8
373
38
0.320
0
21.3
811
28.5
1084
40
0.320
0
21.3
844
28.6
1130
80
0.020
50.0
1.33
107
1.02
82
56
0.020
50.0
1.33
75
1.02
57
1053
0.020
50.0
1.33
1405
1.02
1076
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft' Rig ht -Su ite@ U niv ersal 2017 17.0.23 RSU 18166 Page
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
M'scso%O ChWACO0"n LLC
Component Constructions
Job:
Insul R
Htg HTM
AH 1
Date: Jul 26, 2017
w 226
W
By: David Hardcastle
ft'-'F/Btuh
Btuh/ft2
Hardcastle Mechanical Design LLC
Plan: 17-029
Walls
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
19.0
4.54
4466
Project Information
1239
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
For:
Residential New Construction, Mann Builders
19.0
4.54
1399 1.26
3330 Chase St., Wheat Ridge, CO 80212
fnsh, 2"x6" wood frm, 16" o.c. stud
a 114
0.068
Email: mannbuilders@aol.com
4.54
517 1.26
143
Design Conditions
0.061
10.0
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
31.3
5267
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions
Or Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
w 226
W
Btuh/ftp-°F
ft'-'F/Btuh
Btuh/ft2
Btuh Btuh/ft2
Btuh
Walls
0.068
19.0
4.54
4466
1.26
1239
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
n 309
0.068
19.0
4.54
1399 1.26
388
fnsh, 2"x6" wood frm, 16" o.c. stud
a 114
0.068
19.0
4.54
517 1.26
143
156-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk
Partitions
(none)
s 336
0.068
19.0
4.54
1522
1.26
422
w 226
0.068
19.0
4.54
1027
1.26
285
all 985
0.068
19.0
4.54
4466
1.26
1239
n 123
0.061
10.0
4.56
561
0.35
43
e 102
0.061
10.0
4.56
465
0.35
35
s 123
0.061
10.0
4.56
561
0.35
43
w 102
0.061
10.0
4.56
465
0.35
35
all 450
0.061
10.0
4.56
2051
0.35
156
Windows
0.320
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
9.93
ft overhang (3.1 ft window ht, 1 ft sep.); 8 ft head ht
13
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
276
ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht
w
39
all
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
s
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
w
0.320
all
4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
1235
ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht
0.320
8
0.320
0
21.3
171
9.93
80
13
0.320
0
21.3
276
9.93
128
39
0.320
0
21.3
827
28.6
1107
52
0.320
0
21.3
1103
23.9
1235
40
0.320
0
21.3
844
9.93
393
13
0.320
0
21.3
281
12.3
162
10
0.320
0
21.3
218
28.6
292
63
0.320
0
21.3
1343
13.5
846
168
0.470
0
31.3
5267
37.5
6305
Bold/italic values have been manually overridden
+ wrightsoft, Rig ht -Su ite® U niv ersal 2017 17.0.23 RSU18166
r9l�t� C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
City of
Wheat Ridge
Page 5
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
s
20
0.320
0
21.3
430
9.93
200
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht
w
7
0.320
0
21.3
143
27.8
187
all
27
0.320
0
21.3
573
14.4
387
Doors
11 D0: Door, wd sc type
a
24
0.390
0
26.0
624
10.8
258
w
24
0.390
0
26.0
624
10.8
258
all
48
0.390
0
26.0
1249
10.8
517
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2"
34
0.020
50.0
1.33
45
1.02
35
gypsum board int fnsh
Floors
21A -20t: Bg floor, light dry soil, 2' depth
1223
0.027
0
1.80
2203
0
0
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrlghtSOW Right -Suite@ Universal 2017 17.0.23 RSU1 8166 Page
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Nrr4cofew K.0%k iiow D"9ft LLMC Component Constructions Job:
Date: Jul 26, 2017
FOYER By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wet bulb (°F) -
Wind speed (mph) 15.0
Construction descriptions
Indoor:
Heating
Cooling
Insul R
Indoor temperature (°F)
70
75
Design TD (°F)
67
20
ft2-°F/Btuh
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
0.068
60
Construction quality
Semi -tight
74
7.5
Fireplaces
1 (Average)
0.068
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
ft=
Btuh/ft'-°F
ft2-°F/Btuh
BtuhM
Btuh Btuh/ft2
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
s
59
0.068
19.0
4.54
267 1.26
74
fnsh, 2"x6" wood frm, 16" o.c. stud
w
39
0.068
19.0
4.54
177 1.26
49
all
98
0.068
19.0
4.54
444 1.26
123
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 13 0.320 0 21.3 281 12.3 162
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
Doors
11 DO: Door, wd sc type
Ceilings
(none)
Floors
(none)
w 24 0.390
Bold/italic values have been manually overridden
0 26.0 624 10.8 258
City of
Wheat Ridge
20'�7� J61 -2r$ 7 9108*
- wrightsoft, Right -Suite® Universal 2017 17.0.23 RSU18166 e7
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Component Constructions
Job:
M
Date: Jul 26, 2017
STAIR
By: David Hardcastle
Hardcastle Mechanical Design LLC
Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor: Heating Cooling
Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F) 3 95
Infiltration:
Daily range (°F) - 27 ( H
)
Method
Simplified
Wet bulb (°F) - 60
Construction quality
Semi -tight
Wind speed (mph) 15.0 7.5
Fireplaces
1 (Average)
Construction descriptions
Or
Area U -value Insul R
Htg HTM Loss Clg HTM Gain
W Btuh/ft'-°F W-°F/Btuh
Btuh/ft'
Btuh
Btuh/W
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
s
110 0.068 19.0
4.54
500
1.26
139
fnsh, 2"x6" wood frm, 16" o.c. stud
w
52 0.068 19.0
4.54
238
1.26
66
all
163 0.068 19.0
4.54
738
1.26
205
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
w
13 0.320 0
21.3
276
28.6
369
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
s
7 0.320 0
21.3
143
9.93
67
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht
w
7 0.320 0
21.3
143
27.8
187
all
13 0.320 0
21.3
287
18.9
253
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
wMe�.eMr�s�+,niestp..yntL� Component Constructions Job:
Date: Jul 26, 2017
STUDY By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wet bulb (° F) -
Wind speed (mph) 15.0
Construction descriptions
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Or Area U -value
ft' Btuh/ft'-°F
n 77 0.068
w 109 0.068
all 186 0.068
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w
all
Doors
(none)
Ceilings
(none)
Floors
(none)
Insul R Htg HTM Loss Clg HTM Gain
W-°FBtuh Btuh/ftp Btuh Btuh/ft2 Btuh
19.0 4.54 350 1.26 97
19.0 4.54 495 1.26 137
19.0 4.54 845 1.26 234
13 0.320
Indoor:
Heating
Cooling
9.93
Indoor temperature (°F)
70
75
21.3
Design TD (°F)
67
20
39 0.320
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
60
Construction quality
Semi -tight
7.5
Fireplaces
1 (Average)
Construction descriptions
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Or Area U -value
ft' Btuh/ft'-°F
n 77 0.068
w 109 0.068
all 186 0.068
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 8 ft head ht w
all
Doors
(none)
Ceilings
(none)
Floors
(none)
Insul R Htg HTM Loss Clg HTM Gain
W-°FBtuh Btuh/ftp Btuh Btuh/ft2 Btuh
19.0 4.54 350 1.26 97
19.0 4.54 495 1.26 137
19.0 4.54 845 1.26 234
13 0.320
0
21.3
276
9.93
128
26 0.320
0
21.3
551
28.6
738
39 0.320
0
21.3
827
22.4
866
Bold/italic values have been manually overridden
City of
Wheat Ri0fnA
2017 -Jul -28 15:06:32
^� wrightsoft° Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page
'+ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MA Building Front faces: W
Nwkso"""_ftbn 0"n LLC Component Constructions Job:
M Date: Jul 26, 2017
PANTRY By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor: Heating
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
Dry bul b (°F) 3
95
Infiltration:
Dailyrange (°F) -
27 ( H )
Method
Simplified
Wet bulb (OF) -
60
Construction quality
Semi -tight
Wind speed (mph) 15.0
7.5
Fireplaces
1 (Average)
Construction descriptions
Or
Area U -value Insul R
Htg HTM Loss CIg HTM Gain
W Btuh/ft�-°F W-°F/Btuh
Btuh/W Btuh
BION
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum
board int n
63 0.068 19.0
4.54 286
1.26
79
fnsh, 2"x6" wood frm, 16" o.c. stud
w
26 0.068 19.0
4.54 117
1.26
32
all
89 0.068 19.0
4.54 403
1.26
112
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
10 0.320 0
21.3 218
28.6
292
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
�^•� wrightSOft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 10
^��^ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Hmk*"* hani"D"i9nLLC Component Constructions
Job:
Date: Jul 26, 2017
PWDR
By: David Hardcastle
Hardcastle Mechanical Design LLC
Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
Project• •
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location: Indoor:
Heating Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70 75
Elevation: 5285 ft Design TD (°F)
67 20
Latitude: 40°N Relative humidity (%)
40 50
Outdoor: Heating Cooling Moisture difference (gr/Ib)
46.8 -39.8
Dry bulb (°F) 3 95 Infiltration:
Dailyrange (°F) - 27 ( H ) Method
Simplified
Wetbulb(°F) - 60 Construction quality
Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R
Htg HTM Loss Clg HTM Gain
W Btuh/W-T W-°F/Btuh
Btuh/ft2 Btuh Btuh/ftp Btuh
Walls
12E-osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int in 46 0.068 19.0
4.54 209 1.26 58
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 8 0.320 0
21.3 171 9.93 80
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (3.1 ft window ht, 1 ft sep.); 8 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
wrlghtSOf ' R ig ht -Su ite@ U niv ersal 2017 17.0.23 RSU 18166
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
City of
Wheat Rid
027710
Hudc*a%V*c,•°&'°"i9°LLC Component Constructions
Job:
Date: Jul 26, 2017
MUD
By: David Hardcastle
Hardcastle Mechanical Design LLC
Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
Information
--Proi-ect
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location: Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft Design TD (°F)
67
20
Latitude: 40°N Relative humidity (%)
40
50
Outdoor: Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F) 3 95 Infiltration:
Daily range (°F) - 27 ( H ) Method
Simplified
Wet bulb (°F) - 60 Construction quality
Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R
Htg HTM Loss Clg HTM Gain
W BtuhM2-oF ft2-°F/Btuh
BtuhM2 Btuh
Btuh/i? Btuh
Walls
12E-Osw: Firm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 72 0.068 19.0
4.54 327
1.26 91
fnsh, 2"x6" wood frm, 16" o.c. stud a 30 0.068 19.0
4.54 136
1.26 38
all 102 0.068 19.0
4.54 463
1.26 128
Partitions
(none)
Windows
(none)
Doors
11 DO: Door, wd sc type a 24 0.390 0
26.0 624
10.8 258
Ceilings
166-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 6 0.020 50.0
1.33 8
1.02 6
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 12
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
"'°p`9^' Component Constructions Job:
Date: Jul 26, 2017
KITCHEN By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ftp Btuh/W-T W-'I'Muh Btuh/W Btuh Btuh/W Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
50.0 1.33 13 1.02 10
2017 -Jul -28 15:06:32
wrightSOW Right-Suite®Universal 2017 17.0.23 RSU1 8166 Page 13
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Design
Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor: Heating
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F) 3
95
Infiltration:
Daily range (°F) -
27 ( H
) Method
Simplified
Wet bulb (°F) -
60
Construction quality
Semi -tight
Wind speed (mph) 15.0
7.5
Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ftp Btuh/W-T W-'I'Muh Btuh/W Btuh Btuh/W Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 90 0.068 19.0 4.54 408 1.26 113
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 10 0.020
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
50.0 1.33 13 1.02 10
2017 -Jul -28 15:06:32
wrightSOW Right-Suite®Universal 2017 17.0.23 RSU1 8166 Page 13
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
'.""*t"'""0"LL`
Component Constructions
Job:
Insul R
Htg HTM
Date: Jul 26, 2017
Gain
LIVING
By: David Hardcastle
W-°F/Muh
Btuh/112
Hardcastle Mechanical Design LLC
Plan: 17-029
Btuh
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
Project• •
For:
Residential New Construction, Mann Builders
167
0.068
19.0
3330 Chase St., Wheat Ridge, CO 80212
755
1.26
210
Email: mannbuilders@aol.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40'N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Daily range (°F)
- 27 ( H ) Method
Simplified
168
Wetbulb(°F)
- 60 Construction quality
Semi -tight
5267
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
W
Btuh/ft'-°F
W-°F/Muh
Btuh/112
Btuh
BtuhN
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s
167
0.068
19.0
4.54
755
1.26
210
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
4A4-2ovd: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a
168
0.470
0
31.3
5267
37.5
6305
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s
13
0.320
0
21.3
287
9.93
133
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 8 ft head ht
Doors
(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 18 0.020 50.0 1.33 24 1.02 18
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSOft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 14
�ti^ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
NI'U&*0i r.UliHkW
Component Constructions
Job:
U -value
Insul R
CRAWL
Date: Jul 26, 2017
Gain
By: David Hardcastle
ft�
Btuh/W-T
Hardcastle Mechanical Design LLC
Plan: 17-029
Btuh WNW
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
Walls
Project• •
For:
Residential New Construction, Mann Builders
1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk
n
123
3330 Chase St., Wheat Ridge, CO 80212
10.0
4.56
561 0.35
Email: mannbuilders@aol.com
e
102
Design Conditions
10.0
4.56
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
0.061
10.0
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Cig HTM
Gain
ft�
Btuh/W-T
ft'-°FBtuh
WNW
Btuh WNW
Btuh
Walls
1513-10s3c-2: Bg wall, light dry soil, concrete wall, r-10 ins, 10" thk
n
123
0.061
10.0
4.56
561 0.35
43
e
102
0.061
10.0
4.56
465 0.35
35
s
123
0.061
10.0
4.56
561 0.35
43
w
102
0.061
10.0
4.56
465 0.35
35
all
450
0.061
10.0
4.56
2051 0.35
156
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
(none)
Floors
21A -20t: Bg floor, light dry soil, 2' depth
1223 0.027
Bold/italic values have been manually overridden
4 + wrightSOtta- Rig ht -Su ite@ U niv ersal 2017 17.0.23 RSU18166
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
0 1.80 2203 0 0
City of
Wheat Rid
R"dt. aU.-C"kNt•'a.i9nLLC Component Constructions
STAIR2
Hardcastle Mechanical Design LLC
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com
Job:
Date: Jul 26, 2017
By: David Hardcastle
Plan: 17-029
Area
Project Information
Insul R
Htg HTM
For:
Residential New Construction, Mann Builders
0.320
0
ft'
3330 Chase St., Wheat Ridge, CO 80212
ft'-°F/Btuh
Btuh/ft=
Btuh Btuh/ft�
Email: mannbuilders@aol.com
Walls
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
0.068
19.0
Daily range (°F)
- 27 ( H ) Method
Simplified
Wetbulb(°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Cig HTM
Gain
0.320
0
ft'
Btuh/W-°F
ft'-°F/Btuh
Btuh/ft=
Btuh Btuh/ft�
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
s
105
0.068
19.0
4.54
478 1.26
133
fnsh, 2"x6" wood frm, 16" o.c. stud
w
59
0.068
19.0
4.54
267 1.26
74
all
164
0.068
19.0
4.54
745 1.26
207
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" w
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 It sep.); 7 ft head ht
Doors
(none)
Ceilings
1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2"
gypsum board int fnsh
Floors
(none)
12
0.320
0
21.3
248
11.9
138
13
0.320
0
21.3
281
28.6
377
64 0.020 50.0 1.33 85 1.02 65
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
At�_ wrightSOft• Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 16
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
w. ...4ftwotvV"^►u
Component Constructions
Job:
U -value
Insul R
MASTER
Date: Jul 26, 2017
By: David Hardcastle
Gain
Hardcastle Mechanical Design LLC
Plan: 17-029
W
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
ft'-°F/Btuh
Btuh/ftp
Btuh
Project • •
Btuh
Walls
For:
Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
Email: mannbuilders@aol.com
91
0.068
19.0
Design Conditions
413
1.26
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wetbulb(°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
W
Btuh/fly-°F
ft'-°F/Btuh
Btuh/ftp
Btuh
Btuh/ft2
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
n
91
0.068
19.0
4.54
413
1.26
115
fnsh, 2"x6" wood frm, 16" o.c. stud
w
109
0.068
19.0
4.54
493
1.26
137
all
200
0.068
19.0
4.54
906
1.26
251
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
n
26
0.320
0
21.3
551
9.93
257
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5 ft window ht, 1 ft sep.); 7 ft head ht
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, cir low -e innr, 1/2"
w
26
0.320
0
21.3
562
28.6
753
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 cell ins, 5/8" gypsum board int
156
0.020
50.0
1.33
208
1.02
159
fnsh
Floors
(none)
a' City cf T
Bold/italic values have been manually overridden Whew
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C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W P
�� P
Mmd,maNkl�^hfti°&l°"°LLC Component Constructions
MBATH
Hardcastle Mechanical Design LLC
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
Job:
Date: Jul 26, 2017
By: David Hardcastle
Plan: 17-029
Project Information
For:
Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Daily range (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft'-°F ft'-°F/Btuh Btuh/W Btuh Btuh/ft2 Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 51 0.068 19.0 4.54 233 1.26 65
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 12 0.320 0 21.3 248 9.93 115
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 20 0.020 50.0 1.33 27 1.02 20
fnsh
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft' Right -Suite@ Universal 2017 17.0.23 RSU18166 Page 18
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Hade.,XWN*Ihan,wt0"gnLK Component Constructions Job:
Date: Jul 26, 2017
MCLOSET By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Construction descriptions or Area U -value
W BtuhM2-°F
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n
fnsh, 2"x6" wood frm, 16" o.c. stud w
all
Partitions
(none)
81 0.068
29 0.068
110 0.068
Windows
U- 2015: 2 glazing, clr outr, argon gas, vni frm mat, clr low -e innr, 1/2" w 7 0.320
gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 48 0.020
fnsh
Floors
(none)
Heating
Indoor:
70
Indoor temperature (°F)
67
Design TD (°F)
40
Relative humidity (%)
Cooling
Moisture difference (gr/Ib)
95
Infiltration:
27 ( H )
Method
60
Construction quality
7.5
Fireplaces
Construction descriptions or Area U -value
W BtuhM2-°F
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n
fnsh, 2"x6" wood frm, 16" o.c. stud w
all
Partitions
(none)
81 0.068
29 0.068
110 0.068
Windows
U- 2015: 2 glazing, clr outr, argon gas, vni frm mat, clr low -e innr, 1/2" w 7 0.320
gap, 1/4" thk; 50% blinds 45', medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 48 0.020
fnsh
Floors
(none)
Heating
Cooling
70
75
67
20
40
50
46.8
-39.8
Simplified
Semi -tight
1 (Average)
Insul R Htg HTM Loss Clg HTM Gain
W-°F/Btuh Btuh/ff Btuh Btuh/ftp Btuh
19.0 4.54 367 1.26 102
19.0 4.54 133 1.26 37
19.0 4.54 500 1.26 139
0 21.3 143 27.8 187
50.0 1.33 64 1.02 49
City of
Bold/italic values have been manually overridden (Wheat R i,inp
2017•Jul-28 15,.06:32
�on
� wrightsoft` Right -Suite® Universal 2017 17.0.23 RSU1 8166 Page 19j�O
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
wrecscw W—funitW o«+gn►LC
Component Constructions
Job:
Date: Jul 26,
2017
ST
By: David Hardcastle
Hardcastle Mechanical Design LLC
Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com
Projectformation
For:
Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ft' BtuhAF-°F ft'-°F/Btuh Btuh/t? Btuh BtuhR12 Btuh
Walls
(none)
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
WrightSO t- Right -Su ite@Universal 2017 17.0.23 RSU 18166 Page 20
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
wrd""10 84Cf s"Wit11 Job:
Component Constructions Date: Jul 26, 2017
BATH2 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Daily range (°F) -
Wet bulb (OF) -
Wind speed (mph) 15.0
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ft2 Btuh/ft'-°F W-°FBtuh Btuh/ft= Btuh Btuh/ftp Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 38 0.068 19.0 4.54 174 1.26 48
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 7 0.320 0 21.3 143 27.8 187
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
�^- w wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166
M
AC:\Users\Diana\Desktop\3330 Chase St.rup Calc = VIA Building Front faces: W
City of
2017 -Jul -2815:06:32 r;
Page 21 ,
Indoor:
Heating
Cooling
Indoor temperature (°F)
70
75
Design TD (°F)
67
20
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
60
Construction quality
Semi -tight
7.5
Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ft2 Btuh/ft'-°F W-°FBtuh Btuh/ft= Btuh Btuh/ftp Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int a 38 0.068 19.0 4.54 174 1.26 48
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 7 0.320 0 21.3 143 27.8 187
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (2.6 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
�^- w wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166
M
AC:\Users\Diana\Desktop\3330 Chase St.rup Calc = VIA Building Front faces: W
City of
2017 -Jul -2815:06:32 r;
Page 21 ,
w,d:"awen.ntauo"n".0 Component Constructions Job:
Date: Jul 26, 2017
LAUNDRY By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc00209mail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wet bu Ib (OF) -
Wind speed (mph) 15.0
Construction descriptions
Indoor:
Heating
Cooling
Insul R
Indoor temperature (°F)
70
75
Design TD (°F)
67
20
ft2-°F/Btuh
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
0.068
60
Construction quality
Semi -tight
76
7.5
Fireplaces
1 (Average)
0.068
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Cig HTM
Gain
ft2
BtuhAt2-°F
ft2-°F/Btuh
BtuhN
Btuh BtuhN
Btuh
Walls
12E-Osw: Firm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
s
60
0.068
19.0
4.54
274 1.26
76
fnsh, 2"x6" wood frm, 16" o.c. stud
w
63
0.068
19.0
4.54
286 1.26
79
all
123
0.068
19.0
4.54
560 1.26
155
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" s 12 0.320
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
1613-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" 56 0.020
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
A;. + wrightsofi` Right-Suite(g) U niv ersal 2017 17.0.23 RSU18166
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
0 21.3 248 11.9 138
50.0 1.33 75 1.02 57
2017 -Jul -28 15:06:32
Page 22
W+dtbode Yadfsaitw D"n LLC Component Constructions
MECH
Hardcastle Mechanical Design LLC
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc0020gmail.com
Job:
Date: Jul 26, 2017
By: David Hardcastle
Plan: 17-029
Project • •
For:
Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Daily range (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
ft2 Btuh/ft2-'F 82-'F/Btuh Btuh/112 Btuh Btuh/ft2 Btuh
Walls
12E-Osw: Firm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int s 27 0.068 19.0 4.54 122 1.26 34
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 21 0.020
fnsh
Floors
(none)
Bold/italic values have been manually overridden
„ wrightSOft' Right -Suite@ U niversal 2017 17.0.23 RSU18166
,CA C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MA Building Front faces: W
50.0 1.33 28 1.02 21
ity of
2017 -Jul -28 15:06:32,
1 Page 23
H�&*t°'"""iwe1Dii9nLLC Component Constructions Job:
Date: Jul 26, 2017
ST2 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmall.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuildersCaol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Daily range (°F) -
Wet bu Ib (° F) -
Wind speed (mph) 15.0
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/tt2-°F R2-'F/Btuh BtuhM2 Btuh BtuhM2 Btuh
Walls
(none)
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 50.0 1.33 72 1.02 55
fnsh
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft' Right -Suite@ U niversal 2017 17.0.23 RSU18166 Page 24
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Indoor:
Heating
Cooling
Indoor temperature (°F)
70
75
Design TD (°F)
67
20
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
60
Construction quality
Semi -tight
7.5
Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/tt2-°F R2-'F/Btuh BtuhM2 Btuh BtuhM2 Btuh
Walls
(none)
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 54 0.020 50.0 1.33 72 1.02 55
fnsh
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft' Right -Suite@ U niversal 2017 17.0.23 RSU18166 Page 24
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
w°°°•°�*• "ftcwD"9ftLLC
Component Constructions
Job:
U -value
ROOM2
Date: Jul 26, 2017
Loss Clg HTM
Gain
By: David Hardcastle
ft�
Hardcastle Mechanical Design LLC
Plan: 17-029
Btuh/ft2
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
Btuh
Walls
Project• •
For:
Residential New Construction, Mann Builders
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
n
3330 Chase St., Wheat Ridge, CO 80212
0.068
19.0
4.54
Email: mannbuilders@aol.com
125
fnsh, 2"x6" wood frm, 16" o.c. stud
a
Design Conditions
0.068
19.0
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wetbulb(°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
ft�
Btuh/ft2-°F
ft2-°F/Btuh
Btuh/ft2
Btuh Btuh/ftp
Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
n
99
0.068
19.0
4.54
449 1.26
125
fnsh, 2"x6" wood frm, 16" o.c. stud
a
148
0.068
19.0
4.54
670 1.26
186
all
247
0.068
19.0
4.54
1119 1.26
310
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e 23 0.320
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 66 0.020
fnsh
Floors
(none)
Bold/italic values have been manually overridden
0 21.3 496 28.5 662
50.0 1.33 88 1.02 67
2017 -Jul -28 15:06:32
twrightsofgtn Right-Suite®Universal 2017 17.0.23 RSU1 8166 Page 25
Z51 C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Mtd-*de'-4�towlD"nLLC Component Constructions
HALL
Hardcastle Mechanical Design LLC
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmall.com
Job:
Date: Jul 26, 2017
By: David Hardcastle
Plan: 17-029
Project• •
For:
Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Design Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor:
Heating Cooling Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F)
3 95 Infiltration:
Dailyrange (°F)
- 27 ( H ) Method
Simplified
Wet bulb (°F)
- 60 Construction quality
Semi -tight
Wind speed (mph)
15.0 7.5 Fireplaces
1 (Average)
Construction descriptions or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/W-T ft2-°F/Btuh Btuh/W Btuh BtuhN Btuh
Walls
(none)
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 1/2" 16 0.020
gypsum board int fnsh
Floors
(none)
Bold/italic values have been manually overridden
50.0 1.33 21 1.02 16
ti2017-Jul-28 15:06:32
wrightsoft` Right -Suite@ U niversal 2017 17.0.23 RSU18166 Page 26
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
MaWt*rM*1 hhnkst 0"i9n LLC Component Constructions Job:
Date: Jul 26, 2017
POWDER By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40'N
Outdoor: Heating
Dry bulb (°F) 3
Daily range (°F) -
Wet bulb (°F) -
Wind speed (mph) 15.0
Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain
W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/W Btuh
Walls
12F-Osw: Firm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 81 0.065 21.0 4.34 351 1.07 86
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 36 0.020
fnsh
Floors
(none)
Bold/italic values have been manually overridden
50.0 1.33 48 1.02 37
City of
... , :rine
2017 -Jul -28 15:06:32
wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU18166 Page 27'c
^W W++ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W y� -.11"
Indoor:
Heating
Cooling
Indoor temperature (OF)
70
75
Design TD (°F)
67
20
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
27 ( H )
Method
Simplified
60
Construction quality
Semi -tight
7.5
Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain
W Btuh/W-°F ftp-°F/Btuh Btuh/W Btuh Btuh/W Btuh
Walls
12F-Osw: Firm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2" n 81 0.065 21.0 4.34 351 1.07 86
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
(none)
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 36 0.020
fnsh
Floors
(none)
Bold/italic values have been manually overridden
50.0 1.33 48 1.02 37
City of
... , :rine
2017 -Jul -28 15:06:32
wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU18166 Page 27'c
^W W++ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W y� -.11"
N.r4 wWU—h*nkol0"ignLLC Component Constructions Job:
Date: Jul 26, 2017
FLEXSPACE By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmall.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Dailyrange (°F) -
Wet bu Ib (° F) -
Wind speed (mph) 15.0
Heating
Indoor:
70
Indoor temperature (°F)
67
Design TD (°F)
40
Relative humidity (%)
Cooling
Moisture difference (gr/Ib)
95
Infiltration:
27 ( H )
Method
60
Construction quality
7.5
Fireplaces
Heating
Cooling
70
75
67
20
40
50
46.8
-39.8
Simplified
Btuh/ft2-°F
Semi -tight
Btuh/W
1 (Average)
BtuhM2
Construction descriptions
Or
Area
Ll -value
Insul R
Htg HTM
Loss Clg HTM
Gain
ft=
Btuh/ft2-°F
ftp-°F/Btuh
Btuh/W
Btuh
BtuhM2
Btuh
Walls
12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2"
n
63
0.065
21.0
4.34
273
1.07
67
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
a
151
0.065
21.0
4.34
655
1.07
161
s
108
0.065
21.0
4.34
468
1.07
115
all
322
0.065
21.0
4.34
1396
1.07
343
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" a 38 0.320
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.9 ft window ht, 1 ft sep.); 7 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 232 0.020
fnsh
Floors
(none)
Bold/italic values have been manually overridden
0 21.3 811 28.5 1084
50.0 1.33 309 1.02 237
2017 -Jul -28 15:06:32
�^C wrightsof� Right -Suite@ U niversal 2017 17.0.23 RSU1 8166 Page 28
Z& C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Rudass910 D"i9ft LLC Component Constructions Job:
Date: Jul 26, 2017
SKYLOUNGE By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
kiLlect intormation
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Construction descriptions
Design
Conditions
U -value
Insul R
Location:
Loss Clg HTM
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US
Btuh/ftp-°F
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Btuh
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor: Heating
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F) 3
95
Infiltration:
1.07
134
Dailyrange (°F) -
27 ( H
) Method
Simplified
21.0
Wetbulb(°F) -
60
Construction quality
Semi -tight
Wind speed (mph) 15.0
7.5
Fireplaces
1 (Average)
4.34
Construction descriptions
Or
Area
U -value
Insul R
Htg HTM
Loss Clg HTM
Gain
ft�
Btuh/ftp-°F
ft2-°F/Btuh
BtuhM2
Btuh
Btuh/ft=
Btuh
Walls
12F-Osw: Frm wall, stucco ext, 3/8" wood shth, r-21 cav ins, 1/2"
n
126
0.065
21.0
4.34
546
1.07
134
gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
s
162
0.065
21.0
4.34
702
1.07
173
w
115
0.065
21.0
4.34
497
1.07
122
all
403
0.065
21.0
4.34
1746
1.07
429
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
w
26
0.320
0
21.3
562
28.6
753
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
10D -v: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2"
w
48
0.490
0
32.7
1569
22.3
1072
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
It overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht
Doors
(none)
Ceilings
16B-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int 308 0.020 50.0 1.33 411 1.02 315
fnsh
Floors
(none)
Bold/italic values have been manually overridden
wrightsoft' Right-Suite®Universal 201717.0.23 RSU18166 2017 -Jul -28 15:06:32Page 29
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
!i'McptN Neehknkalt3..iyn 41CCompr�onent Constructions
Component
Job:
Conditions
Date: Jul 26, 2017
DINING
By: David Hardcastle
Hardcastle Mechanical Design LLC
Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
•jec"nTormation
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft'-°F ft'-°F/Btuh BtuhN Btuh Btuh/ft2 Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 50 0.068 19.0 4.54 229 1.26 63
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 40 0.320 0 21.3 844 9.93 393
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
it overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft Rig ht -Su ite@ U niversal 2017 17.0.23 RSU18166 Pae 30
^C6^ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Design
Conditions
Location:
Indoor:
Heating
Cooling
Denver Stapleton Int'I AP, CO, US
Indoor temperature (°F)
70
75
Elevation: 5285 ft
Design TD (°F)
67
20
Latitude: 40°N
Relative humidity (%)
40
50
Outdoor: Heating
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
Dry bulb (°F) 3
95
Infiltration:
Daily range (°F) -
27 ( H
) Method
Simplified
Wet bulb (°F) -
60
Construction quality
Semi -tight
Wind speed (mph) 15.0
7.5
Fireplaces
1 (Average)
Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft'-°F ft'-°F/Btuh BtuhN Btuh Btuh/ft2 Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int n 50 0.068 19.0 4.54 229 1.26 63
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" n 40 0.320 0 21.3 844 9.93 393
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
it overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht
Doors
(none)
Ceilings
(none)
Floors
(none)
Bold/italic values have been manually overridden
2017 -Jul -28 15:06:32
wrightSoft Rig ht -Su ite@ U niversal 2017 17.0.23 RSU18166 Pae 30
^C6^ C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
w.ner.r,.nu►ft�..yn4Gc Component Constructions Job:
Date: Jul 26, 2017
ROOMS By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Location:
Denver Stapleton Int'I AP, CO, US
Elevation: 5285 ft
Latitude: 40°N
Outdoor: Heating
Dry bulb (°F) 3
Daily range (°F) -
Wet bulb (°F) -
Wind speed (mph) 15.0
Construction descriptions
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/W Btuh
e
S
all
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s
all
Doors
(none)
Ceilings
1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int
fnsh
Floors
(none)
67
Indoor:
Heating
Cooling
0.068
Indoor temperature (°F)
70
75
19.0
Design TD (°F)
67
20
23
Relative humidity (%)
40
50
Cooling
Moisture difference (gr/Ib)
46.8
-39.8
95
Infiltration:
20.2
938
27 ( H )
Method
Simplified
60
Construction quality
Semi -tight
7.5
Fireplaces
1 (Average)
Construction descriptions
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int
fnsh, 2"x6" wood frm, 16" o.c. stud
Partitions
(none)
Or Area U -value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft2-°F W-°F/Btuh Btuh/ft2 Btuh Btuh/W Btuh
e
S
all
Windows
U- 2015: 2 glazing, clr outr, argon gas, vnl frm mat, clr low -e innr, 1/2" e
gap, 1/4" thk; 50% blinds 45°, medium; 50% outdoor insect screen; 1.5
ft overhang (4.5 ft window ht, 1 ft sep.); 7 ft head ht s
all
Doors
(none)
Ceilings
1613-50md: Attic ceiling, mtl roof mat, r-50 ceil ins, 5/8" gypsum board int
fnsh
Floors
(none)
67
0.068
19.0
121
0.068
19.0
188
0.068
19.0
23
0.320
0
23
0.320
0
47
0.320
0
112 0.020 50.0
4.54
303
1.26
84
4.54
548
1.26
152
4.54
850
1.26
236
21.3
496
28.5
662
21.3
496
11.9
276
21.3
992
20.2
938
1.33 149 1.02 114
Bold/italic values have been manually overridden
4
wrightSOft• Right -Suite® Universal 2017 17.0.23 RSU1 8166 2017-Jul-2815:08[32Page 31
AMC:\Users\Diana\Desktop\3330 Chase St.rup Calc =MJ8 Building Front faces: W \BuZ
C�iVisott
ACCKs
Rf Gorblo'11i ikrisCds dkn�
Jefferson County
Header Information
Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS
Manual J1 Form (and supporting worksheets):
Mechanical license: or MJ1AE Form' (and supporting worksheets):
OEM performance data (heating, cooling, blower)
Building plan #: 17-029 Manual D Friction Rate Worksheet:
Duct distribution sketch:
Home address (Street or Lot#, Block, Subdivision): 3330 Chase St., AH1
Form
RPER 1
15 Mar 09
ATTACHED
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
Design Conditions
767
cfm
Building Construction Information
ft
Winter Design Conditions
0.60
in H2O
Building
ft
Total device pressure losses:
Outdoor temperature:
3
IF
Orientation:
Building Front faces West
0.28
Indoor temperature:
70
of
North, East, West, South, Northeast, Northwest, Southeast, Southwest
Total heat loss:
24460
Btuh
Number of bedrooms:
0
Conditioned floor area:
2446 ft2
Summer Design Conditions
Number of occupants:
1
Outdoor temperature:
95
IF
Indoor temperature:
75
OF
Windows
Roo+
Grains difference: -40
gr/Ib @50%
RH
Eave overhang depth:
1,5 ft
Sensible heat gain:
13953
Btuh
Internal shade:
blinds
E$�G
Latent heat gain:
0
Btuh
Blinds, drapes, etc.wi
ndow
Total heat gain:
13953
Btuh
Number of skylights:
0
EQUIPMENTHVAC
•
41
Heating Equipment Data
Cooling Equipment Data
Blower Data
Equipment type:
Hea Boiler,
Gas furnace
ETjipcment type:
it onditio r, Heat etc.
Split AC Heating cfm:
552
umace, pump, etc.
pump,
Cooling cfm:
767
Model:
Carrier
Model:
Carrier Static pressure:
0.60 in H2O
59TP5A040E17--12
24ACB324ABN32 Fan's rated external static pressure for design
airflow
Heating output capacity:5�00� Btuh
Total cooling capacity:
0 Btuh
Heat pumps - capacity at nter design o
r co dations
Sensible cooling capacity:
0 Btuh
Aux. heating output capacity:
0 Btuh
Latent cooling capacity:
0 Btuh
Design airflow:
767
cfm
Longest supply duct: 194
ft
Equipment design ESP:
0.60
in H2O
Longest return duct: 148
ft
Total device pressure losses:
-0.3
in H2O
Total effective length (TEL): 343
ft
Available static pressure (ASP):
0.28
in H2O
Friction rate:0.�2
in/100ft
Friction R ate = ASP-,(TEL
SP , (TEL x
Contractor's printed name:
Contractor's signature:
'Home qualifies for MJ1AE Form based on Abridged Edition Checklist
+ wrightSoft• Right -Suite@ Universal 2017 17.0.23 RSU18166
Duct Materials Used
Trunk duct: Sheet metal
Branch duct: Round flex vinyl, Sheet metal
Date:
A
AO a
aMama a+ mm
Jefferson County
Header Information
Contractor: Hardcastle Mechanical Design LLC REQUIRED ATTACHMENTS
Manual J1 Form (and supporting worksheets):
Mechanical license: or MJ1AE Form' (and supporting worksheets):
OEM performance data (heating, cooling, blower)
Building plan #: 17-029 Manual D Friction Rate Worksheet:
Duct distribution sketch:
Home address (Street or Lot#, Block, Subdivision): 3330 Chase St., AH2
Form
PIPER 1
15 Mar 09
ATTACHED
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
Yes ❑ No ❑
HVAC LOAD CALCULATION
(IRC M1401.3)
Design Conditions
Building Construction
Information
Winter Design Conditions
Building
Outdoor temperature:
3
OF Orientation:
Building Front faces West
Indoor temperature:
70
of North, East, West, South, Northeast, Northwest, Southeast, Southwest
Total heat loss:
25435
Btuh Number of bedrooms:
0
Conditioned floor area:
1819 ft2
Summer Design Conditions
Number of occupants:
4
Outdoor temperature:
95
IF
Indoor temperature:
75
IF Windows
Boor
Grains difference: -40 gr/Ib @50%
RH Eave overhang depth:
1,5 ft
Sensible heat gain:
14271
Btuh Internal shade:
blinds
Latent heat gain:
0
Btuh Blinds, drapes, etc.
oeptN
YY rduw
Total heat gain:
14271
Btuh Number of skylights:
0
4LWAC EQUIPMENT•
41
Heating_ Equipmont_Data
Cooling _Equipment Data
BLoweLD-ata
Equipment type:
Hea Boiler,
Gas furnace
Equipment tape:
Split AC Heating cfm:
861
u nace, pump, etc.
it conditioner, Heat pump, etc.
Cooling cfm:
580
Model:
Carrier
Model:
Carrier Static pressure:
0.60 in H2O
59SP5A040E17--12
24ACB318ABN32 Fan's rated external static pressure for design
Heatinq� output capaci
Heat
�90p0 Btuh
Total cooling capacity:
airflow
0 Btuh
p mps - capacity at nter design
out oor onditions
Sensible cooling capacity:
0 Btuh
Aux. heating output capacity:
0 Btuh
Latent cooling capacity:
0 Btuh
DISTRIBUTIONHVAC DUCT
.1
Design airflow:
861 cfm
Longest supply duct: 235 ft
Duct Materials Used
Equipment design ESP:
0.50 in H2O
Longest return duct: 216 ft
Trunk duct:
Sheet metal
Total device pressure losses:
-0.1 in H2O
Total effective length (TEL): 451 ft
Available static pressure (ASP):
0.36 in H2O
Friction rate: O,r)RO in/100ft Branch duct:
Sheet metal
Friction Rate= ASP : (TEL x r�oofl
Contractor's printed name:
Contractor's signature: Date:
'Home qualifies for MJ1AE Form based on Abridged Edition Checklist
* wrightsoft' Rig ht -Su ite@ U niv ersal 2017 17.0.23 RSU18166
Nut"efM 06.i9°uC Static Pressure and Friction Rate Job:
Date: Jul 26, 2017
AH 1 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmaii.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Return 6M=20, 6A6=75, 5A=40: TotalEL=135
2017 -Jul -28 15:06:34
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C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Heating
Cooling
(in H2O)
(in H2O)
External static pressure
0.60
0.60
Pressure losses
Coil
0.18
0.1E
Heat exchanger
0
C
Supply diffusers
0.03
0.01
Return grilles
0.03
0.01
Filter
0.08
0.0E
Humidifier
0
C
Balancing damper
0
C
Other device
0
C
Available static pressure
0.28
0.28
Total•
Supply
Return
(ft)
(ft)
Measured length of run -out
12
4
Measured length of trunk
12
9
Equivalent length of fittings
170
135
Total length
194
148
Total effective length
343
FrictionRate
Heating
Cooling
(in/100ft)
(in/100ft)
Supply Ducts
0.082 OK
0.082 OK
Return Ducts
0.082 OK
0.082 OK
Fitting Equivalent LengthDetails
Supply 4G=80, 21<11=601121-1=10, 1 P=20: TotalEL=170
Return 6M=20, 6A6=75, 5A=40: TotalEL=135
2017 -Jul -28 15:06:34
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C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
$Urge EleW"t.^it„u.,iynii` Static Pressure and Friction Rate Job:
Date: Jul 26, 2017
AH2 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
ti, + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166
)IM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
City 01
2017 -Jul -28 15:06:34
Bulldiw, Page
4
Heating
Cooling
(in H2O)
(in H2O)
External static pressure
0.50
0.60
Pressure losses
Coil
0
0.18
Heat exchanger
0
0
Supply diffusers
0.03
0.03
Return grilles
0.03
0.03
Filter
0.08
0.08
Humidifier
0
0
Balancing damper
0
0
Other device
0
0
Available static pressure
0.36
0.28
Total•
Supply
Return
(ft)
(ft)
Measured length of run -out
12
6
Measured length of trunk
28
20
Equivalent length of fittings
195
190
Total length
235
216
Total effective length
451
FrictionRate
Heating
Cooling
(in/100ft)
(in/100ft)
Supply Ducts
0.080 OK
0.062 OK
Return Ducts
0.080 OK
0.062 OK
Fitting Equivalent LengthDetails
Supply 4G=80, 8AF=15, 2K0=50,
121_1=10, 9L=20, 1 P=20: TotalEL=195
Return 6M=201 6A6=75, 12D1=20,
10B=10, 6AB=25, 5A=40: TotalEL=190
ti, + wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU18166
)IM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
City 01
2017 -Jul -28 15:06:34
Bulldiw, Page
4
'u�'°'��slD"4nLLC Duct System Summary
AM
Hardcastle Mechanical Design LLC
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
Job:
Date: Jul 26, 2017
By: David Hardcastle
Plan: 17-029
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.32 in H2O 0.32 in H2O
Available static pressure 0.28 in H2O 0.28 in H2O
Supply / return available pressure 0.159 / 0.121 in H2O 0.159 / 0.121 in H2O
Lowest friction rate 0.082 in/100ft 0.082 in/100ft
Actual air flow 552 cfm 767 cfm
Total effective length (TEL) 343 ft
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
CRAWL
h 2295
58
5
0.086
4.0
Ox 0
VIFx
15.0
170.0
st2
CRAWL -A
h 2295
58
5
0.092
4.0
Ox 0
VIFx
12.5
160.0
st1
DINING
h 1387
35
27
0.088
4.0
Oxo
VIFx
16.3
165.0
st1
FOYER
h 1727
44
33
0.085
4.0
Ox 0
VIFx
17.0
170.0
st1
KITCHEN
c 1539
26
90
0.082
5.0
Ox 0
VIFx
24.2
170.0
st2A
LIVING
c 1548
42
90
0.088
5.0
Ox 0
VIFx
19.4
160.0
st2A
LIVING -A
c 1548
42
90
0.082
5.0
Ox 0
VIFx
18.0
175.0
st2
LIVING -B
c 1548
42
90
0.090
5.0
Ox 0
VIFx
26.8
150.0
st2
LIVING -C
c 1548
42
90
0
0
Ox 0
VIFx
0
0
LIVING -D
c 1548
42
90
0.099
5.0
Oxo
VIFx
10.7
150.0
st1
MUD
h 1377
35
21
0.087
4.0
Oxo
VIFx
22.9
160.0
st2
PWDR
h 838
21
19
0.086
4.0
Ox 0
VIFx
19.2
165.0
st2
STUDY
c 1006
33
59
0.106
4.0
Ox 0
ShMt
20.1
130.0
st1 A
STUDY -A
c 1006
33
59
0.082
4.0
Ox 0
VIFx
23.7
170.0
st1 A
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C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st2
Peak AVF
265
405
0.082
728
10.2
8 x 10
ShtMetl
sti
Peak AVF
245
272
0.082
817
8.8
8 x 6
ShtMetl
st1A
Peak AVF
66
117
0.082
859
5.0
0 x 0
ShtMetl
st1
st2A
Peak AVF
68
180
0.082
915
6.0
0 x 0
ShtMetl
st2
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Name
Grille
Size (in)
Htg
(Cf M)
Clg
(Cf M)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb3
24x 15
552
767
148.5
0.082
549
16.0
Ox 0
VIFx
rt1
Return Trunk Detail Table
Name
Trunk
Type
Htg
(Cf M)
Clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
rt1
Peak AVF
552
767
0.082
690
13.0
16 x 10
ShtMetl
wrightSOW Right -Suite® Universal 2017 17.0.23 RSU18166
C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
2017 -Jul -28 1
�;t;t�ditag Div
%wkw$aN*e"neuD"iSnLLC Duct System Summa Job:
y Date: Jul 26, 2017
AH2 By: David Hardcastle
Hardcastle Mechanical Design LLC Plan: 17-029
446 Elm ave, Brighton, Cc 80601 Phone: 720 404 7425 Email: davidhc002@gmail.com
For: Residential New Construction, Mann Builders
3330 Chase St., Wheat Ridge, CO 80212
Email: mannbuilders@aol.com
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
0.14 in H2O
0.36 in H2O
0.188 / 0.172 in H2O
0.080 in/100ft
861 cfm
451 ft
Cooling
0.60 in H2O
0.32 in H2O
0.28 in H2O
0.146 / 0.134 in H2O
0.062 in/100ft
580 cfm
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH2
h 420
16
11
0.112
4.0
Ox 0
ShMt
17.0
150.0
st7
FLEXSPACE
h 895
65
39
0
0
Ox 0
ShMt
0
0
396
FLEXSPACE-A
h 895
65
39
0
0
Ox 0
ShMt
0
0
144
LAUNDRY
h 1292
50
17
0.089
4.0
Ox 0
ShMt
25.0
185.0
st8
MASTER
h 1222
54
53
0.062
4.0
Ox 0
ShMt
40.0
195.0
st8A
MASTER -A
h 1222
54
53
0.063
4.0
Ox 0
ShMt
42.0
190.0
st8A
MBATH
h 652
25
8
0.104
4.0
Ox 0
ShMt
30.0
150.0
st8
MCLOSET
h 970
38
20
0.082
4.0
Ox 0
ShMt
30.0
200.0
st8
POWDER
h 129
23
6
0
0
Ox 0
ShMt
0
0
ROOM2
h 2310
90
76
0.085
5.0
Ox 0
ShMt
36.0
185.0
st7
ROOM3
h 1313
51
39
0.089
4.0
Ox 0
ShMt
26.0
185.0
st7
ROOMS -A
h 1313
51
39
0.092
4.0
Ox 0
ShMt
20.0
185.0
st7
SKYLOUNGE
h 2706
105
71
0.086
5.0
Ox 0
ShMt
32.0
185.0
st8
SKYLOUNGE-A
h 1634
105
71
0
0
Ox 0
ShMt
0
0
STAIR2
h 1790
69
37
0.099
4.0
Ox 0
ShMt
30.0
160.0
st8B
Supply Trunk Detail Table
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Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st7
Peak AVF
208
165
0.085
778
7.0
0 x 0
ShtMetl
st3
st8
Peak AVF
396
260
0.080
713
10.2
8 x 10
ShtMetl
st3
st8A
Peak AVF
178
144
0.080
906
6.0
0 x 0
ShtMetl
st8
st8B
Peak AVF
69
37
0.099
796
4.0
0 x 0
ShtMetl
st8A
st3
Peak AVF
604
425
0.080
776
11.9
8 x 14
ShtMetl
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AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
0—
c;�y 01
2017 -Jul -28 15:06:34
Page 4
Grille
Htg
Clg
TEL
Design
Veloc
Diam
H x W
Stud/Joist
Duct
Type
Name
Size (in)
(Cf m)
(cfm)
(ft)
FR
(fpm)
(in)
(in)
Opening (in)
Matl
Trunk
rb2
10x7
157
74
121.0
0.142
588
7.0
Ox 0
189
ShMt
rt3
rb5
10x5
106
87
136.0
0.127
540
6.0
Ox 0
623
ShMt
rt4
rb1
10x 5
102
78
205.0
0.084
519
6.0
Ox 0
0 x 0
ShMt
rt4A
rb6
10x6
134
115
216.0
0.080
501
7.0
Ox 0
ShMt
rt3A
rb4
20x 8
362
226
0
0
0
0
Ox 0
ShMt
Bold/italic values have been manually overridden
!;_�_ + wrightSO Right -Suite@ Universal 2017 17.0.23 RSU18166
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
0—
c;�y 01
2017 -Jul -28 15:06:34
Page 4
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(Cf m)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
r13A
Peak AVF
134
115
0.080
501
7.0
0 x 0
ShtMetl
rt3
rt3
Peak AVF
291
189
0.080
655
9.1
8 x 8
ShtMetl
rt2
rt4
Peak AVF
208
165
0.084
623
7.9
8 x 6
ShtMetl
rt2
rt4A
Peak AVF
102
78
0.084
519
6.0
0 x 0
ShtMetl
rt4
rt2
Peak AVF
499
354
0.080
641
11.1
8 x 14
ShtMetl
Bold/italic values have been manually overridden
!;_�_ + wrightSO Right -Suite@ Universal 2017 17.0.23 RSU18166
AM C:\Users\Diana\Desktop\3330 Chase St.rup Calc = MJ8 Building Front faces: W
0—
c;�y 01
2017 -Jul -28 15:06:34
Page 4
Crawl Space
Job #:
Performed by David Hardcastle for:
Residential New Construction
3330 Chase St.
Wheat Ridge, CO 80212
mannbuilders@aol.com
Hardcastle Mechanical Design LLC
446 Elm ave
Brighton, Co 80601
Phone: 720 404 7425
davidhc002@gmail.com
Scale: 1 : 87
Page 1 I
RightSuite@ Universal 2017
17.0.23 RSU18166
2017 -Jul -28 15:06:57
\Diana\Desktop\3330 Chase St.rup _
93
MAIN
Job #:
Performed by David Hardcastle for:
Residential New Construction
3330 Chase St.
Wheat Ridge, CO 80212
mannbuilders@aol.com
Hardcastle Mechanical Design LLC
446 Elm ave
Brighton, Co 80601
Phone: 720 404 7425
davidhc002@gmail.com
Cfm
Cfm
Scale: 1 : 87
Page 2
Ri ghtSuite®Univeisal 2017
17.0.23 RSU18166
2017 -Jul -28 15:06:57
\Diana\Desktop\3330 Chase St.rup
SECOND
Job #:
Performed by David Hardcastle for:
Residential New Construction
3330 Chase St.
Wheat Ridge, CO 80212
mannbuilders@aol.com
Hardcastle Mechanical Design LLC
446 Elm ave
Brighton, Co 80601
Phone: 720 404 7425
davidhc002@gmail.com
Scale: 1 : 87
Page 3 I
RightSuite® Universal 2017
17.0.23 RSU18166
2017 -Jul -28 15:06:57
\Diana\Desktop\3330 Chase St.rup
1
THIRD
POW D
K 105 cfm 23 cf 362 cfm 5
ST'
SKYLOUNG FLEXSPAC
105 cfm 5
Job #:
Performed by David Hardcastle for:
Residential New Construction
3330 Chase St.
Wheat Ridge, CO 80212
mannbuilders@aol.com
Hardcastle Mechanical Design LLC
446 Elm ave
Brighton, Co 80601
Phone: 720 404 7425
davidhc002@gmail.com
cfm
cfm
Scale: 1 : 87
Page 4
RightSuite® Universal 2017
17.0.23 RSU18166
2017 -Jul -28 15:06:57
\Diana\Desktop\3330 Chase St.rup
e Generated by REScheck-Web Software
Compliance Certificate
Project 3330 Chase Street
Energy Code:
2015 IECC
Location:
Wheat Ridge, Colorado
Construction Type:
Single-family
Project Type:
New Construction
Orientation:
Bldg. faces 270 deg. from North
Conditioned Floor Area:
3,100 ft2
Glazing Area
17%
Climate Zone:
5 (6158 HDD)
Permit Date:
Permit Number:
18
Construction Site:
Owner/Agent:
3336 Chase Street
Laurie Middleton
Wheat Ridge, Colorado
80212 Mann Real Estate
0.0 0.059
7165 West 32nd Avenue
86
Wheat Ridge, Colorado 80033
Designer/Contractor:
Jeff Van Sambeek
Lodestone Design Group
701 Delaware Avenue Suite C
Longmont, Colorado 80501
(303)800-8633
sky@lodestonedesign.com
Compliance: Passes using UA trade-off
Compliance: 1.9% Better Than Code Maximum UA: 529 Your UA: 519
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Roof Deck Ceiling: Flat or Scissor Truss
North Wall: Wood Frame, 16in. o.c.
Orientation: Left side
Window: Vinyl Frame, 2 Pane w/ Low -E
Orientation: Left side
East Wall: Wood Frame, 16in. o.c.
Orientation: Back
Window: Vinyl Frame, 2 Pane w/ Low -E
Orientation: Back
Door: Glass
Orientation: Back
South Wall: Wood Frame, 16in. o.c.
Orientation: Right side
Window: Vinyl Frame, 2 Pane w/ Low -E
Orientation: Right side
West Wall: Wood Frame, 16in. o.c.
Orientation: Front
Window: Vinyl Frame, 2 Pane w/ Low -E
Orientation: Front
Door: Glass
Orientation: Front
Project Title: 3330 Chase Street
Data filename:
1,197
49.0
0.0 0.026
31
1,036
20.0
0.0 0.059
53
134
0.300
40
886
20.0
0.0 0.059
37
59
0.300
18
192
0.300
58
1,032
20.0
0.0 0.059
56
86
0.300
26
932
20.0
0.059
44
118
City of ON3W
35
72 1 wheat Rid41301 22
�',',y 06/28/17
Page 1 of10
Floor: All -Wood Joist/Truss Over Uncond. Space 1,197 30.0 0.0 0.033 40
Crawl: Solid Concrete or Masonry 1,197 0.0 13.0 0.063 59
Wall height: 3.3'
Depth below grade: 2.7'
Insulation depth: 3.3'
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature
Project Title: 3330 Chase Street Re
Data filename:
Date
01i 0'
V� Q
't dafe: 06/28/17
Page 2 of10
REScheck Software Version 5.5.0
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
#
Pre-Inspection/Plan Review
Plans Verified { Field Verified
Value Value
Contplies2
Comments/Assumptions
103.1,
Construction drawings and
❑Complies
Requirement will be met.
103.2
documentation demonstrate
❑Does Not
(PR1]1
energy code compliance for the
❑Not Observable
building envelope. Thermal
❑Not Applicable
envelope represented on
construction documents.
103.1,
Construction drawings and
❑Complies
Requirement will be met.
103.2,
documentation demonstrate
❑Does Not
403.7
energy code compliance for
❑Not Observable
[PR3]1
lighting and mechanical systems. ,
Systems serving multiple
❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
302.1,
Heating and cooling equipment is
Heating: Heating:
❑Complies
Requirement will be met.
403.7
sized per ACCA Manual S based
Btu/hr Btu/hr
❑Does Not
[PR2]2
on loads calculated per ACCA
Cooling: Cooling:
❑Not Observable
Manual J or other methods
approved by the code official.
Btu/hr Btu/hr
❑Not Applicable
Additional Comments/Assumptions:
City of
Wheat Ridge
High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1.3 1 Low Impact (Tier 3) Building Divi
Project Title: 3330 Chase Street Report date =028/17
Data filename: Page 3 of10
Section
plans Verified
Eield Verified
Value Complies?
Comments/Assumptions
& Req.I®
402.2.11
Unvented crawl space wall R-
R- ❑Complies
See the Envelope Assemblies
[F0711
insulation R -value. R-
R- ❑Does Not
table for values.
❑Not Observable
❑Not Applicable
303.2
Unvented crawl space wall
❑Complies
Requirement will be met.
[F0811
insulation installed per
❑Does Not
manufacturer's instructions.
❑Not Observable
❑Not Applicable
402.2.11
Unvented crawl space continuous .
[Complies
Requirement will be met.
[F0911
vapor retarder installed over
❑Does Not
exposed earth, joints overlapped
by 6 in. and sealed, extending at
-❑Not Observable
least 6 in. up and attached to the `
❑Not Applicable
wall.
402.2.11
Unvented crawl space wall in.
in. ❑Complies
See the Envelope Assemblies
[FO10]1
insulation depth of burial or
❑Does Not
table for values.
distance from top of wall.
❑Not Observable
❑Not Applicable
303.2.1
A protective covering is installed
❑Complies
Exception: Requirement is
[FO11]2
to protect exposed exterior
❑Does Not
not applicable.
insulation and extends a
-
minimum of 6 in. below grade.
;❑Not Observable
_
❑Not Applicable
403.9
Snow- and ice -melting system
❑Complies
Exception: Requirement is
[FO12]2
controls installed.
?❑Does Not
not applicable.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
city of
Wheat Ridge
11 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) °},Rui ding Divisn
Project Title: 3330 Chase Street Report date: 06/28/17
Data filename: Page 4 of 10
Section
#
Framing / Rough-9n Inspection
Plans Verified
Valeae
Field Verified
Value Complies?
s/Assumptions
& Req,1®
402.1.1,
Glazing U-factor (area-weighted U-
U- ❑Complies
See the Envelope Assemblies
402.3.1,
average).
❑Does Not
table for values.
402.3.3,
402.3.6,
❑Not Observable
402.5
❑Not Applicable
[FR2]1
303.1.3
U-factors of fenestration products
'❑Complies
Requirement will be met.
[FR4]1
are determined in accordance
❑Does Not
with the NFRC test procedure or
taken from the default table.
❑Not Observable
❑Not Applicable
402.4.1.1
Air barrier and thermal barrier
❑Complies
Requirement will be met.
[FR23]1
installed per manufacturer's
❑Does Not
instructions.
❑Not Observable
❑Not Applicable
402.4.3
Fenestration that is not site built
❑Complies
Requirement will be met.
[FR20]1
is listed and labeled as meeting
❑Does Not
AAMA /WDMA/CSA 101/I.S.2/A440
❑Not Observable
or has infiltration rates per NFRC
400 that do not exceed code
[]Not Applicable
limits.
1t402.4.5
IC-rated recessed lighting fixtures
housing/interior
❑Complies
Requirement will be met.
s[FR16]2
sealed at finish
❑Does Not
and labeled to indicate :52.0 cfm
❑Not Observable
leakage at 75 Pa.
❑Not Applicable
403.2.1
Supply and return ducts in attics
❑Complies
Requirement will be met.
[FR12]1
insulated >= R-8 where duct is
❑Does Not
>= 3 inches in diameter and >=
R-6 where < 3 inches. Supply and
❑Not Observable
return ducts in other portions of
❑Not Applicable
the building insulated >= R-6 for
diameter >= 3 inches and R-4.2
for < 3 inches in diameter.
403.3.3.5
Building cavities are not used as
❑Complies
Requirement will be met.
[FR15]3
ducts or plenums.
❑Does Not
.[-]Not Observable
❑Not Applicable
403.4
HVAC piping conveying fluids R-
R- ❑Complies
Requirement will be met.
[FR17]2
above 105 9F or chilled fluids
❑Does Not
-
below 55 9F are insulated to aR-
❑Not Observable
3
❑Not Applicable
403.4.1
Protection of insulation on HVAC
❑Complies
Requirement will be met.
[FR24]1
piping.
❑Does Not
❑Not Observable
❑Not Applicable
Hot water pipes are insulated to R-
R- ❑Complies
Requirement will be met.
�403.5.3
[FR18]2
>_R-3.
❑Does Not
❑Not Observable
❑Not Applicable
403.6 Automatic or gravity dampers are
❑Complies Requirement will be met.
[FR19]2
installed on all outdoor air
❑Does Not
intakes and exhausts.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
City of
Wheat Ridge
(Tier 1) 1 2 , Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) \ nn Divisor:
Project Title: 3330 Chase Street Report ,late; 06/28/17
Data filename: Page 5 of 10
Project Title: 3330 Chase Street
Data filename:
city of
Wheat Ridge
(Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 6iWinn Dwisor,
Report date: 06/28/17
Page 6 of 10
se-, rtlon
#
I
Insulation Inspection
Plans Verified (Field Qlerifles9
Value Value
C®rnplles?
Comments/Assumptions
& Re .I®
303.1
All installed insulation is labeled
; -
❑Complies
, Requirement will be met.
[IN13]2
or the installed R -values
❑Does Not
provided.
❑Not Observable
❑Not Applicable
402.1.1,
Floor insulation R -value.
R- R-
❑Complies
See the Envelope Assemblies
402.2.6
❑ Wood ❑ Wood :F—]Does
Not
table for values.
[IN1]1
❑ Steel ❑ Steel
❑Not Observable
❑Not Applicable
303.2,
Floor insulation installed per
[Complies
Requirement will be met.
402.2.7
manufacturer's instructions and
❑Does Not
[IN2]1
in substantial contact with the
❑Not Observable
underside of the subfloor, or floor
framing cavity insulation is in
❑Not Applicable
contact with the top side of
sheathing, or continuous
insulation is installed on the
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing
members.
402.1.1,
Wall insulation R -value. If this is a
R- R-
❑Complies
See the Envelope Assemblies
402.2.5,
mass wall with at least 1/2 of the
❑ Wood ❑ Wood
❑Does Not
table for values.
402.2.6
[IN3]1
wall insulation on the wall
exterior, the exterior insulation
Mass Mass
[]Not Observable
requirement applies (FR10).
❑ Steel ❑ Steel
❑Not Applicable
303.2
Wall insulation is installed per
❑Complies
Requirement will be met.
[IN4]1
manufacturer's instructions.
❑Does Not
❑Not Observable
`❑Not
Applicable
Additional Comments/Assumptions:
City of
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) `"�e�tF)q@
Project Title: 3330 Chase Street Report date: 06/28/17
Data filename: Page 7 of10
Section
#
Final Inspection Provisions
Plans Verified
I Value
Field Aderifaed
I Val ane I Complies?
Comments/Assumptions
& Re ,1®
402.1.1,
Ceiling insulation R-value.
R-
R- ❑Complies
See the Envelope Assemblies
402.2.1,
❑ Wood
❑ Wood ❑Does Not
table for values.
402.2.2,
402.2.6
Steel
Steel ❑Not Observable
[FI1]1
❑Not Applicable
303.1.1.1,
Ceiling insulation installed per
❑Complies
Requirement will be met.
303.2
manufacturer's instructions.
❑Does Not
(F12]1
Blown insulation marked every
❑Not Observable
300 ft2.
[]Not Applicable
402.2.3
Vented attics with air permeable
❑Complies
Requirement will be met.
(F122]2
insulation include baffle adjacent
❑Does Not
to soffit and eave vents that
❑Not Observable
extends over insulation.
❑Not Applicable
402.2.4
Attic access hatch and door
R-
R- ❑Complies
Requirement will be met.
[F13]1
insulation >_R-value of the
❑Does Not
adjacent assembly.
❑Not Observable
❑Not Applicable
402.4.1.2
Blower door test @ 50 Pa. <=5
ACH 50 =
ACH 50 = ❑Complies
Requirement will be met.
(F117]1
ach in Climate Zones 1-2, and
❑Does Not
<=3 ach in Climate Zones 3-8.
❑Not Observable
❑Not Applicable
403.2.3
Duct tightness test result of <=4
cfm/100
cfm/100 ❑Complies
Requirement will be met.
[F14]1
cfm/100 ft2 across the system or
ft2
ftz ❑Does Not
<=3 cfm/100 ft2 without air
[]Not Observable
handler @ 25 Pa. For rough-in
tests, verification may need to
❑Not Applicable
occur during Framing Inspection.
403.3.2
Ducts are pressure tested to
cfm/100
cfm/100 ❑Complies
Requirement will be met.
[F127]1
determine air leakage with
ft2
ft2 ❑Does Not
either: Rough-in test: Total
❑Not Observable
leakage measured with a
pressure differential of 0.1 inch
❑Not Applicable
w.g. across the system including
the manufacturer's air handler
enclosure if installed at time of
test. Postconstruction test: Total
leakage measured with a
pressure differential of 0.1 inch
w.g. across the entire system
including the manufacturer's air
handler enclosure.
403.3.2.1
Air handler leakage designated
[Complies
Requirement will be met.
[F124]1
by manufacturer at <=2% of
❑Does Not
design air flow.
❑Not Observable
❑Not Applicable
403.1.1
Programmable thermostats
!❑Complies Requirement will be met.
[F[9]2
installed for control of primary
'❑Does Not
heating and cooling systems and
❑Not Observable
initially set by manufacturer to
code specifications.
❑Not Applicable
403.1.2
Heat pump thermostat installed
`❑Complies
Exception: Requirement is
[FI10]2 on heat pumps.
❑Does Not
not applicable.
❑Not Observable
❑Not Applicable
403.5.1 Circulating service hot water
[FI11]2 systems have automatic or
;❑Complies
❑Does Not
RequiremepxLwdt be met.
accessible manual controls.<,
❑Not Observable
/001�
City of
❑Not Applicable
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3)
Project Title: 3330 Chase Street Report date: 06/28/17
Data filename: Page 8 of 10
" Sef tiofe
#
& Req.ID
Final Inspection Provisions
j
Plans Verified
Value
Field Vered
I Valu®
Complies
Comments/Assumptions
403.6.1
All mechanical ventilation system
;❑Complies
Requirement will be met.
[F125]2
fans not part of tested and listed
❑Does Not
HVAC equipment meet efficacy
and air flow limits.
❑Not Observable
[]Not Applicable
403.2
Hot water boilers supplying heat
❑Complies
Exception: Requirement is
[F126]2
through one- or two -pipe heating
'• ❑Does Not
not applicable.
systems have outdoor setback
control to lower boiler water
❑Not Observable
temperature based on outdoor
❑Not Applicable
temperature.
403.5.1.1
Heated water circulation systems .�
❑Complies
Requirement will be met.
[FI28]2
have a circulation pump. The
�❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply.
❑Not Observable
pipe. Gravity and thermos-
❑Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
'is
at set -point temperature and
no demand for hot water exists.
403.5.1.2
Electric heat trace systems
❑Complies
Exception: Requirement is
[F129]2
comply with IEEE 515.1 or UL
❑Does Not
not applicable.
515. Controls automatically
adjust the energy input to the
❑Not Observable
heat tracing to maintain the
❑Not Applicable
desired water temperature in the
piping.
403.5.2
Water distribution systems that
❑Complies Exception: Requirement is
[F[30]2
have recirculation pumps that
❑Does Not
not applicable.
pump water from a heated water
supply pipe back to the heated
+❑Not Observable
water source through a cold
❑Not Applicable
water supply pipe have a
demand recirculation water
system. Pumps have controls
that manage operation of the
pump and limit the temperature
of the water entering the cold
water piping to 104°F.
403.5.4
Drain water heat recovery units
❑Complies !Exception:
Requirement is
[FI31]2 tested in accordance with CSA
- ❑Does Not
not applicable.
855.1. Potable water -side
pressure loss of drain water heat
❑Not Observable
recovery units < 3 psi for
❑Not Applicable
individual
units connected to one
or two showers. Potable water -
;side pressure loss of drain water
heat recovery units < 2 psi for
individual
units connected to
three or more showers.
404.1 75% of lamps in permanent
[]Complies
Requirement will be met.
[F16]1 fixtures or 75% of permanent
"nDoes Not
fixtures have high efficacy lamps.`
❑Not Observable
Does not apply to low -voltage
lighting.
❑Not Applicable
404.1.1 Fuel gas lighting systems have
❑Complies
Exception: Requirement is
(FI23]3 no continuous pilot light.
❑Does Not
not applicable.
❑Not Observable
[]Not Applicable
11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3)
Project Title: 3330 Chase Street Report date: 06/28/17
Data filename: Page 9 of 10
I Section plans Verified Field Verified
# Final Inspection provisions Value Valu® Complies? Comments/Assumptions
ments/Assumptions
& Qle .Q�
401.3 'Compliance certificate posted.
El
Complies Requirement will be met.
[FI7lZ '❑Does Not
❑Not Observable
_ ❑Not Applicable
303.3 Manufacturer manuals for ❑Complies Requirement will be met.
[FI18j3 mechanical and water heating , ❑Does Not
systems have been provided.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1I 11 High Impact (Tier 1)
Project Title: 3330 Chase Street
Data filename:
City of
Piece
Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Report date: 06/28/17
Page 10 of10
2015 1ECC Energy
A/iEfficiency Certificate
Above -Grade Wall 20.00
Below -Grade Wall 13.00
Floor 30.00
Ceiling / Roof 49.00
Ductwork (unconditioned spaces):
Window 0.30
Door 0.30
Heating System:
Cooling System:.
Water Heater:
Name: Date-
Comments
city of
Wheat Ri(-I e
ing Divisc: r:
ROCKY MOUNTAIN GROUP
Job No. 157033
April 4, 2017
Mann Builders LLC
7165 W 32nd Ave
Wheat Ridge, CO 80033
Re: Subsurface Soil Investigation
3330 Chase St
Formerly known as 3330 Chase St, South Lot
Wheat Ridge, Colorado
Dear Mann Builders LLC:
Rocky Mountain Group (RMG) drilled two test borings at the above -referenced address on
March 15, 2017. The layout of the site, existing surface conditions, 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 vacant at the time of our subsurface exploration. Aerial imagery indicates that
previous existing structures were on this site. At the time of our subsurface exploration, all
previous structures had been removed and the site was roughly graded to be relatively flat across
the site Based on conversations with the client, it is our understanding that the existing property
will be split into two residential lots. It is our understanding a single family residence with a
basement is planned for the proposed construction.
Subsurface Materials
From the surface in the test borings, man -placed fill soils were encountered to approximately 4 to
7 feet below the existing ground surface. The fill soil generally consisted of lean clay with sand
and construction debris and is considered undocumented. The surficial fill soil was underlain by
medium hard to very hard clayey sandstone bedrock that extended to the maximum depths
explored in the test borings. ( Wheat Ridge
South Colorado: Central Colorado: North Colora
Colorado Springs, CO Englewood, CO Greeley, CO
719.548.0600 303.688.9475 970.330.1071
Monument: 719.488.2145 Pueblo: 719.544.7750 Woodland Park: 719.687.6077
3330 Chase St
South Lot
Wheat Ridge, Colorado
Groundwater was not encountered in the test borings at the time of drilling or when checked two
days subsequent to drilling. 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 Figure 6.
Summary of Findings
The most significant geotechnical issue at the site is the presence of the man -place fill soils. We
recommend the complete removal of all undocumented fill below foundation bearing
components and interior floor slabs. We recommend foundation bearing components bear
directly on the sandstone bedrock.
Foundation Recommendations
A spread footing foundation supported on the on-site bedrock is suitable for the proposed
structure. A maximum allowable bearing pressure of 2,500 psf with a minimum dead load
requirement of 800 psf may be used for design. A 4 -inch void material should be installed in
areas where the minimum dead load cannot be attained. 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.
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.
Cay of
Wheat Ridge
ui{ding Uiviso
RMG — Rocky Mountain Group 2 Job No. 157033
3330 Chase St
South Lot
Wheat Ridge, Colorado
Interior Floor Slabs
Slab performance risk evaluation is an engineering judgement which is used as a predictor of the
general magnitude of potential slab heave, and the risk of poor slab performance. The Slab
Performance Risk at this site is judged to be `Low' based on the criteria in the following table.
Slab Performance
Risk Category
Representative PercentRepresentative
Swell (500 psf Surcharge)
Percent Swell
(1,000 psf Surcharge)
Low
0to<3
0to<2
Moderate
3 to < 5
2 to < 4
High
5 to < 8
4 to < 6
Very High
>8
>6
Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation
and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996).
The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors
where the slab performance risk is judged to be high or very high. However, the owner must
understand that vertical slab movement on the order of two to four inches is considered possible
for soils/bedrock of low expansion potential and for structural fill after recommended removal
(overexcavation). In some cases, vertical movement may exceed this range. If movement and
associated damage to floors and finishes cannot be tolerated, a structural floor system should be
used.
Floor slabs should be separated from structural components to allow for vertical movement.
Control and construction joints should be placed in accordance with the latest guidelines and
standards published by the American Concrete Institute (ACI) and applicable local Building
Code requirements. Slabs should also be separated from any utility components by isolation
joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible
sections in order to allow movement of the slab without damage to the equipment or structure.
Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not
included in this report.
Interior Partitions
Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on
concrete slabs should be constructed with a void so that they do not transmit floor slab
movement to the roof or overlying floor. A void of 3 inches is recommended beneath non-
bearing partitions. Doors should be provided with at least a 1 inch gap at floor level. Voids and
gaps may require reconstruction over the life of the structure to re-establish the void due to
vertical slab movement.
Interior non-bearing partitions walls and other attached finishes do not require isolation from the
structural floor system.
€;iiy of
Wheat Ftiijv
auiidinq
RMG — Rocky Mountain Group 3 Job No. 157033
3330 Chase St
South Lot
Wheat Ridge, Colorado
Lateral Earth Pressure Parameters
Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned,
low -expansive, onsite backfill materials, we recommend equivalent fluid pressure of 55 pcf for
"Active" conditions and 75 pcf for "At -Rest" conditions be used for design.
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.
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. In areas where clay soils will in placed the exposed subgrade should be kept from
desiccating. Site preparation procedures should be performed such that the potential for
standing and ponding of water around the site is minimized. During wet weather earthen
berms, swales, or other means should be used to route water away from excavations. Water
that accumulates in excavations should be promptly pumped out or otherwise removed and
these areas should be allowed to dry out 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. 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) or to a minimum of 92
percent of the maximum dry density as determined by the Modified Proctor test (ASTM D-
1557) prior to placing structural fill. Scarification may terminate where bedrock is
encountered.
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.
Structural fill shall consist of granular, non -expansive material, and it 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 a minimum of
92 percent of the maximum dry density as determined by the Modified Proctor -test t,STM
D-1557. The materials should be compacted by mechanical means.
Wheat Ridge
wilding D
RMG — Rocky Mountain Group 4 Job No. 157033
3330 Chase St
South Lot
Wheat Ridge, Colorado
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.
Exterior Backfill
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.
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 10 -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 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, geottiles
Wheat Ridge
Diviso
RMG — Rocky Mountain Group 5 Job No. 157033
3330 Chase St
South Lot
Wheat Ridge, Colorado
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 7.
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 FII 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.
V City of
Wheat Ridge
ilding Diviso
RMG — Rocky Mountain Group 6 Job No. 157033
3330 Chase St
South Lot
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.
City of
Wheat Ridge
uilding Di
RMG — Rocky Mountain Group 7 Job No. 157033
3330 Chase St
South Lot
Wheat Ridge, Colorado
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 owner and builder should review and become familiar with Special Publications 43 issued
by the Colorado Geologic Survey.
This report and the recommendations contained therein are only valid if all parts of Senate Bill
13 are satisfied.
Should you have questions, please do not hesitate to call.
Cordially,
RMG — Rocky Mountain Group
Jeffrey Jones, P.E.
Geotechnical Project Engineer
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RMG — Rocky Mountain Group 8 Job No. 157033
APPROXIMATE PROPERTY LINES
.40
i 1Ywi
IED L'ISION
N
W E
S
-i�- APPROXIMATE TEST BORING LOCATION
NOT TO SCALE
o�
ARCHITECTS Cobrado Spdngs,CO 80918
IM(719) 5484=00
��Mr_.080Eallood, CO 80112
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ENGINEERS(3W) 688-NT5
Cm* CO
ROCKY MOUNTAIN GROUP D E'er' WO(970)330-1071
AERIAL SITE MAP
3300 CHASE STREET
SOUTH LOT
DENVER,COLORADO
MANN BUILDERS, LLC
f,=
a
JOB. No. 157033
FIG. No. 1
DATE: 04.03.2017
SOILS DESCRIPTION
FILL: CLAY, SANDY
F-1 SANDSTONE
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
XX THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM
D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS
OTHERWISE INDICATED).
�z FREE WATER TABLE
-a DEPTH AT WHICH BORING CAVED
eBULK DISTURBED BULK SAMPLE
ItAUG AUGER "CUTTINGS"
4.5 WATER CONTENT (%)
ROCKY MOUNTAIN GROUP
JOB No. 157033
ARCHITECTS
A�ilen RMG
ehni� EXPLANATION OFFIGURE No. 2
Materials Tes4ng
Forensics ,,,,Planning TEST BORING LOGS
ENGINEERS
r orado
2910 Ausrin BIuff, c,nnorrPa re y DATE 4/3/17
Hs ParM�ay
CN'_ Spinys, CO 80918
(719)568-0600
SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO
B-1
L
0
z
TEST BORING: B-2
LL
0
z
FDATEDRILLED:
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DATE DRILLED:
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3/17/17
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Fill: Lean Clay with Sand - brown
Fill: Lean Clay with Sand - brown
with debris, stiff, moist
with debris, moist
11
20.2
50
21.(
Sandstone - brownish gray and
5
bluish gray with oxidation
5
staining, medium hard to very
hard, moist
Sandstone - brownish gray and
bluish gray with oxidation
staining, medium hard to very
hard, moist
50/8"
15.0
50/6"
14.'
10
10
50/6"
16.8
50/5"
15.°
15
15
50/6"
19.9
50/5"
13.;
20-
02550/5"
25-
50/5"
21.0
ROCKY MOUNTAIN GROUP
ARCHITECTS
A-ral
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Foren DIWI, Planning
ENGINEERS
,�,.a�n � d- , .�,a a Oft.)2910 Austin BWlts Parkvmy
C. Spings, CO 80918
NORTHERN COLORADO
TEST BORING
LOGS
JOB No. 157033
FIGURE No. 3,
11,4heat Rici(;o ,
DAT
cul ing ,
Test Boring
No.
Depth
p
WaterrY
Content
(0/6)
DeDnsi
ty
(pco
Liquid
Limit
-
Plasticity
Index
o - o FHA
/0 Ex Expansion
Retained p
Passing No. Pressure
No.4 Sieve 200 Sieve s
% Swell/
Collapse
USCS
Classification
B-1
4.0
20.2
43
24
71.3
(719) 5480800
SOUTHERN COLORADO. DENVER METRO, NORTHERN COLORADO
CL
B-1
9.0
15.0
B-1
14.0
16.8
114.6
47
29
45.4
0.7
SC
B-1
19.0
19.9
B-1
29.0
21.0
B-2
4.0
21.0
B-2
9.0
14.1
120.1
0.3
B-2
14.0
15.5
B-2
19.0
13.3
34.9
ROCKY MOUNTAIN GROUP
ARCHITECTS
ENGINEERS
ArchitecWral
Daotatl,nlral
Structural
ftMU
Mstenals Tss4rg
Forensics
Ciol, Planning
Cg2a Snmios ,C-1,
2910 Austin BAA(s Parkway
Ctlorado Spiigs, CO 80918
(719) 5480800
SOUTHERN COLORADO. DENVER METRO, NORTHERN COLORADO
SUMMARY OF
LABORATORY TEST
RESULTS
JOB No. 157033
FIGURE No. 4
PAGE 1 QRidge
DATE 4/3/17
-Ading Divison
100
90
1--80
W70
r
c060
(D
Z
U)50
Q
d
1--40
z
Lu
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w
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10
0
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
100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
I SAND
SILT OR CLAY
coarse I fine
I coarse medium fine
Test Boring Depth (ft) Classification LL I PL PI
• B-1 4.0 LEAN CLAY with SAND(CL) 43 19 24
m B-1 14.0 CLAYEY SAND(SC) 47 18 29
• B-2 19.0
Test Bori
0 B-1
B-1
A B-2
Depth (ft) %Gravel %Sand
4.0
14.0
19.0
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SOUTHERN COLORADO, DENVER METRO, NORTHERN COLORADO
%Silt I %Clay
71.3
45.4
34.9
JOB No. 157033
SOIL CLASSIFICATIONI FIGURE No. 5
DATA
DATE 4/3/17
2.0
1.0
0 0
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z
0
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-2.0
D_
0
U
-3.0
-4.0
100 000
APPLIED RE - PSF
PROJECT: 3330 Chase St. Wheat Ridge, CO
SAMPLE DESCRIPTION: Clayey Sandstone
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF
2.0
1.0
z
0
a
-2.0
0
U
-3.0
-4.0 I I I I I I I I I I
100 1,000
APPLIED PRESSURE -PSF
PROJECT: 3330 Chase St. Wheat Ridge, CO
SAMPLE DESCRIPTION: Clayey Sandstone
NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF
ROCKY MOUNTAIN GROUP
ARCHITECTS
A` hIt—c Geotechnical
Sttopo Materials Testing
forenaice 001, Planning
Kmu
ENGINEERS
Calorado Sonnos- /Commie OR )
2910
AWBWHs Parkway
C,.do Sp0gs, CO 80918
(E 0
SOUTHERN COLORADO, DENVER
METRO,
RO, NORTHERN COLORADO
SAMPLE LOCATION: B-1 @ 14 FT
NATURAL DRY UNIT WEIGHT: 114.6 PCF
NATURAL MOISTURE CONTENT: 16.8%
PERCENT SWELL/COMPRESSION: 0.7
SAMPLE LOCATION: B-2 @ 9 FT
NATURAL DRY UNIT WEIGHT: 120.1 PCF
NATURAL MOISTURE CONTENT: 14.1%
PERCENT SWELUCOMPRESSION: 0.3
SWELL/CONSOLIDATION
TEST RESULTS
10,000
10,000
JOB No. 157033
FIGURE No. 6
Wheat kiGge
DATE 4/3/17,,/
3" MIN PERFORATED
�p 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
EXTERIOR BACK FILL
° P
ARCHITECTS Colorado Springs,CO
D ° D
city 1
° Z /O DD
D
Q \
oPOLYETHYLENE
FILM SEALED TO WALL AND
° z __jEXTENDED
AROUND BOTTOM OF GRAVEL
° o Q P \
COLLECTOR AS SHOWN
ROCKY MOUNTAIN GROUP Greeley/Evans, CO 80620
D \D°P °
D °
10" MIN 3"
MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT
MIN
- WRAP BOTTOM EDGE ALONG
3"
POLYETHYLENE FILM AND WRAP TOP EDGE
z MIN
ALONG FOOTING (AS SHOWN)
N
GRAVEL COLLECTOR:
GRAVEL SIZE TO BE AT LEAST 2X
THE WIDTH OF SLOTTED
PERFORATIONS OR 1.5X THE
o D p
ROUND
FOOTING \\�\\�
FOOTING D �
PERFORATIONS
D D °
3" MIN PERFORATED
�p 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
city 1
(719) 548-0600
RMG
4
Central
Cnglewood,C
ENGINEERS Englewood, CO 80112
PERIMETER DRAIN
19 �"' o. 7
(303)688-9475
Northern Office:
ROCKY MOUNTAIN GROUP Greeley/Evans, CO 80620
(970) 330-1071
City of
Wheat jjdgc
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
June 15, 2017
OFFICIAL ADDRESS CHANGE/NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
CURRENT ADDRESS: 3330 Chase Street
NEW ADDRESS: 3330 & 3336 Chase Street
SUBDIVISION: Columbia Heights LOT(s): 15, 16, 17, 18 SECTION: 25
PARCEL NO: 39-251-14-019
NOTES: This is a courtesy notification.
AUTHORIZED BY: DATE: 6 / 14- 01—
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us
3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO
80401
4. Email to Jeffco IT (Mapping) Services at smitchel@,ieffco.us and edelynkogjeffco.us
5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO
80401
6. U.S. Post Office, 3700 Tennyson St.., Denver, CO 80212
7. Email to erlinda j.martinezguVs.goy and krissy.i.summerfield(a,usps.gov and arlene.a.vickreyLa)usps.gov
8. Xcel Energy, sandra.cardenas(a)xcelenerg
9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
11. Wheat Ridge Water District
12. Wheat Ridge Sanitation District
13. West Metro Fire District
14. Wheat Ridge Planning Division
15. Wheat Ridge Building Division
16. Wheat Ridge Police Department
17. GIS Specialist
18. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
www.ci.wheatridge.coms
DATE:
Vicinity Map
Site:
3330 Chase Street 3336 Chase Street
ki
City of Wheat Ridge
Residential Demoliti PERMIT - 201601801
PERMIT NO: 201601801 ISSUED: 11/14/2016
JOB ADDRESS: 3330 Chase ST EXPIRES: 11/14/2017
JOB DESCRIPTION: Demolition of entire structure
*** CONTACTS ***
OWNER (812)219-9736 DOUGAL MURRAY GRAHAM LIVING TR
GC (303)467-3366 Dave Stefanich 080140 All Demolition Excavation
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: /
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4 000.00
FEES PAID
Total Valuation 0.00
Demolition Fee 50.00 C q
** TOTAL ** 50.00
*** COMMENTS ***
*** CONDITIONS ***
All work shall comply with applicable codes and ordinances and is subject to field
inspections.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I urther attest that I am legally authorized to include all entities named within this document as parties to the work io be
performed d that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNBC
or CONTRACTOR _(Cir& one) Date
I. This permit was issue ased 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 pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
d o
applicable c r any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
* v. (_40& /) %16 6
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 insptime avi.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
dge
��Whcatlk
MUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`t' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a�ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #
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: ' �6 0
Owner
IIWLler $`i Phn
-72 3,j,
Property Owner Email: iLv 114 �l
-, �, Co /y"'��
Mailing Address: (if different than property address)
Address: S CAn1 -
City, State, Zip:
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: 0 11
Phone:
7.�
Contractors City License #: ham- � Phone:
Contractor E-mail Address: �..4f��?e �. /) p, r
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical.
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL P RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIAN E REPAIR or REPLACEMENT
OTHER (Describe){�iyt��,
(For ALL projects, please provide a detailed desc it p lot n 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.)
1Je dYl D EO � �, P 5� C
Sq. FULF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the ap licant for this building permit application, warrant the
truthfulness of the information provided on the application.----`
CIRCLE ONE: (OWNER) (CONTRAC7,,;t777:tav,5
of (OWNER( (CONTRACTOR)
Electronic Signature (first and last name): DATE: / L/
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
Building Division Valuation: $
oF.00
yam% O
* 1876
Colorado Department
of Public Health
and Environment
DEMOLITION NOTIFICATION APPLICATION FORM
APPLICATION FEE MUST ACCOMPANY THIS FORM
INCOMPLETE APPLICATIONS WILL BE RETURNED
(Notice will be mailed to the demolition contractor unless specified otherwise)
Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ 55- 00,
(See instruction #1 on reverse side)
Submit form to:
Permit Coordinator
Colorado Dept. of Public
Health and Environment
APCD-I E -B 1
4300 Cherry Creek Drive
South
Denver, CO 80246-1530
Phone: 303-692-3100
Fax: 303-782-0278
Asbestos@state.co.us
' Regulated asbestos -containing materials meahs (a) friable asbestos -containing material, (b) Category I nontnable ACM trial has becomemaw ,
Category I nonfriable ACM that will be or has b(en subjected to sanding, grinding, cutting , or abrading or (d) Category II nonfriable ACM that has a high
probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of
demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly C1Vr,7
abated/removed prior to demolition. =F 0142016
I
Form: DNA08 l �� l�t =•-OIMI�
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Co any me: nwIi-+ '/
v� tFJ- V •VLA Ii
Building Name
D
r et:�j�/ �% �y
Square footage of footprin facility or portion of facility to be demolished
+-
L
w
Cit:
/��
State:
co
Zi Code:
�0 03
Street:
o I ��
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o
Telephone
(;0)467—A b
Fax #
(301 03 MO?
ity:
Cou
-
Zip Code.
g,>z l
U
,,
o
sect Manager: Cell Phone #
(3 -96��
Proposed Sta
�6
Proposed �mp "tion D�fe/
z/ 4
Method/MQans ofpemolition:aboutemaining
_�
_��
I certifJt!Tth_e Certified Asbestos Building Inspec orhas informed me
E
asbestos -containing materials in the facility to be
tv
0
E
demolished.
t
® wrecking El Buming El Implosion El Moving [I Other, specify:
Si tures
Print Name:
a A?hl
0
Landfill Rec#06g Building De —
n ✓
t
Burning requires additional authorization -Please call (303) 692-3100 and ask
'/ ��
to s Pak to the O en Rivninn Permit Coordinator
General Abatement ContractgL(GAC)
`
ner's Name
LIA
CDPHE Asbestos Permit #
Total Quantity of Asbestos Remov
Street:
33 So A'v-
0 i0 O
3
in 0 M
Date Remo v I Corn I ted
l G �
Telephone #
o ) �i� (
City: J L State:
irvdt.ea7 ^� CID
Zi Code:
D I
n 0) "
Q 0
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C
R
Type(s) of Asbestos -Con aining Material Removed:,ontact's
r�n�
Name: Telephone #
�^,,,C_ Mann iZ) 21
°°
c,,tre
With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as
o
an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed
U
in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of
CD
asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the
=
facility.' I also certify that I have informed the owner/operator of the facility or the demolition contractor that any
_ c
•o
asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s)
Mof
ACM remaining, below: (check appropriate box(es)):
as ;._
N
❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic EXTar/asphalt impregnated roofing ❑Asphaltic pipe coatings
Q 0
.0 U
❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify:
a>
nature: (In Blue Ink)
Printed Name:
1
Derek D'Avignon
a�
U
Date of i a In�uecti O Cert #
Expiration Date
Telephone # Cell Phone #
tl �(O / �.� 10177
10/7/1
(303) 382-1175 (303) 949-2965
1 verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No.
15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been
tm L_ `0
disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320).
��— y `
CHECK THE APPROPRIATE BOX:
m03
❑ Building Owner
Contractor
E]Other
Date:
% _ _ m
U Signature: ��� Print Name: 4-1
((/ 9 /�jtil
THI3/Box Is FOR CDPHE U E ONLY:
Postmark or Hand Delivery Date: Approved By:
Code: initial -310 transfer
Form of Payment & #: j S p Permit #:
Record # Date Issued:
' Regulated asbestos -containing materials meahs (a) friable asbestos -containing material, (b) Category I nontnable ACM trial has becomemaw ,
Category I nonfriable ACM that will be or has b(en subjected to sanding, grinding, cutting , or abrading or (d) Category II nonfriable ACM that has a high
probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of
demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly C1Vr,7
abated/removed prior to demolition. =F 0142016
I
Form: DNA08 l �� l�t =•-OIMI�
�'�+�
7'A
Or Current owner/Occupant
Dougal Graham
3330 CHASE ST
WHEAT RIDGE CO 80212-7038
Regarding Permit: 20060899; front porch
3330 Chase ST, Wheat Ridge, CO 80212
Our Records indicate that the above noted permit was issued on 09/22/06. Our last
inspection related to that permit was on 02/28/07.
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
303-234-5933 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.
Sincerely,
Melissa Mackey
Senior Permit Technician
COMMUNITY DEVELOPMENT DEPT.
Inspection Services Division
(303) 235-2855
Correction Notice
Job Address: 33.Jo G!.Ik9S€' .... ~~
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,
~ ~~ .//7,'/ ./A1'77a
;t..~.t:? AA:1r ~~b"'" /...v~~
When corrections have been made, call for re-inspection at
303-234-5933.
Date: .::::7.?;Zc:f'cJ7
DO NOT REMOVE THI
Inspector
City of Wheat Ridge
Res. Add Structure PERMIT - 060899
PERMIT NO,
JOB ADDRESS,
DESCRIPTION,
060899
3330 CHASE ST
front porch
ISSUED,
EXPIRES,
09/22/2006
*** CONTACTS ***
owner 303/233-4404
Dougal Graham
** PARCEL INFO
ZONE CODE,
SUBDIVISION,
**
R-1C
UA
USE,
BLOCK/LOT#,
UA
0/
Permit Fee
Plan Review Fee
Total Valuation
Use Tax
** TOTAL **
ESTIMATED
FEES
82.16
53.40
.00
32.26
167.82
PROJECT VALUATION,
1,792.00
** FEE SUMMARY **
C02!?:331
Comments:
MR, R-1C
CR, Okay
Subject to
9/19/06
with notes
field inspection
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.
-~~~
Signat con ractorfowner
7'-:1.. .:l._6
date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building authorized is suspended or abandoned for a period of 180 days.
3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.
All plan review is subje to fie 'ons.
//.
date
Signature of Chi~~~
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE, (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
Community Development Department
MiNOR
BUILDING PERMIT APPLICATION
])0'" t: If L... t!J" t</Ol .4-
..1' ~ &:I c.. f/A!O. ..
IIoMe OtNAlee-.
Property Owner:
Property Address:
Contractor License No.:
Company:
IJ'"
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
~ 06-0110'/
(/)
ylL
Building Permit Number:
Date:
PhoneJ6'-t..U- ~v~...,
Phone:
111
Buildino Dear. Valuation Figure: $ 1
-"<,
J hereby certify thai 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 iestrictions of record; that all measurements
shown, and allegations made are accurate; that J have read and agree to abide by all .
conditions printed on this application and that I assume full responsibility for
compliance with the Wheat Ridge Building Code (I.B.G) and all other applicable Wheat
Ridge Ordinances, for work under this permit. Plans subject to field inspection.
(OWNER)(CONTRACTOR): SIGNED ...q:~ DATE 'f ..I a-...D~
(OWNER)(CONTRACTOR):PRINTEO 1>6 tI t; A /... G ttAI-4.A 1ft DATE 9-/;1..-1>/..
fA-.
v ue:$
Permit Fee:
Plan Review Fee:$
Use Tax:$
Total:$
Use of Space (description): ( ~f , h~L ~fECfEllVIEfD)
Description of work:
Ips , "~Gb .. 't,tf-z.:t.& SEP 1 ? ,OU6
Sq. Ft. added ~ ~
(., BUILDING DEPARTMENT USE ONLY ----- - .---
~ONING COMMENTS: ~/~ 0V' ---------------
Approval: 1/ Cl/
Zonlng: \ HOn? l I 4.]>
1\/
'",.'.'~"'m'" l: .." %2:.<~ ~ cQJ:3l tf\\ 0 3J 0 31 ~
Approval; - - .s:;"J, "-
PUBLIC WORKS COMMENTS: ~I .t~'1JH
Approval:
~IRE DEPARTMENT COMMENTS:
Approval:
Occupancy: Walls: Roof: Stories: Residential Units:
This permit was issued in accordance wi!h the provisions set forth in your application and is subjeclto the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of
the City.
This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (8) the building
authorized is suspended or abandoned for a period of 180 days.
If this permi! expires, a new permrt may be acquired for a fee of one-half the amount normally required, provided no changes
have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one
(1) year. If changes have bE::en or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written
approval on inspection card before proceeding with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an
approval of, any violation of the provisions of the blJiJding codes or any other ordinance, law, rule or regulation. All plan review
Is subject to field Inspections.
Electrical License No:
Company:
Plumbing License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1)
(2)
(3)
(4)
(5)
(6)
Chief Buildina Official
Mechanical License No:
Company:
Expiration Date:
Approval:
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Sec. 26-208. Residential-One C District (R-1C).
City of Wheat Ridge
Community Development
7500 W. 29'" Ave.
Wheat Ridge, CO 80033
303-235-2846
www.ci.wheatridge.co.us
A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable, medium-density single-family
residential neighborhoods, and to prohibit activities of any nature which are incompatible with the medium-density residential
character.
B, Development standards:
TABLE INSET:
Maximum Maximum Minimum Minimum Minimum Minimum Minimum
Height Building Lot Lot Front Side Rear
Coverage Area Width Yard Setback Yard Yard
Setback{a) Setback(a)
One-family dwelling 35' 40% 5,000sl 50' 3O~bl 5' 5'
Group home 35' 40% 5,000 sf 50' 30~'1 5' 5'
Accessory buildings(e)
Detached garage or 15' 60051 5,000 sf 50' 30~'1 [1 if <= 8' in height; 10' if 5' if <= 8' in height; 10' if
carport >S'in height >8'lnheight
Private storage shed 10' 200s1 5,0008f 50' 30' S,(e) if<= 8' in height; 5'fel if<=8'inheighl;
. 10'if>8'inheight 10'if>8'inheight
Churches, schools, 35' 40% 1 acre 200' 30' 15' 20'
government and quasi-
government buildings,
golf courses, small day
care center, and
nursing, elderly and
congregate care homes
All other uses 35' 40% 5,000 sf 50' 30'1'1 5'(c) 10'
Notes:
(a) Any side or rear yard which abuts a public street shall have a minimum setback of thirty (30) feet for all structures.
(b) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those
portions of lots which abut a cul-de-sac bulb, (See Figure 26-123.3.)
(e) Any building or structure which houses animals, except a residence, shall be set back fifteen (15) feet from property
lines and at least thirty (30) feet from a residence on an adjacent parcel.
(d) Comer lots shall have a minimum lot width of eighty (80) feet for both street frontages.
(e) Metal accessory buildings over 120 square feet in size are not permitted.
(Ord. No. 2001-1215, !l1, 2-26-01; Ord. No, 1313, !l4, 10-27-03)
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Recorded at. ...V...\.2..9o'clock
Reception NL~34.2.o.
llM. ..JBNJ"~.",9.i!.L.,,_,""
mROBERTW.J:,IEW: otto
j 7urD;
~
. 1441
...Recordel".
THIS DEED, Made this
_Fifth
day of
~
.
J e.nUe.IY in the year of our Lord one thousand nille hundred and
Sixty two
between
Tho:_'lCS Hontrose Gn1ham
of the County of
Californir
and State of~~, of the first part, and
Dougal Uu:rray 'J-1'2.l18J1
of the County of
Los Angeles
Jefferson
and State of Colorado, of the second part,
WITNESSETH, That the said part y of the first part, for and in consideration of the sum of
--Ten Dollers DOLLARS,
to the said part y of the fh'st part in hand paid by the said party of the second part, the receipt whereof
is hereby confessed and acknowledged, ha 8 remised, released, sold, conveyed and QUIT CLAIMED, and by
these presents doe S remise, release, sell, convey and QUIT CLAIM unto the said part y of the second part,
his heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the said
pal't y of the first part ha S in and to the following described real estate
situate, lying and being in the County of Jeffereon and State of
Colorado, to-wit:
Lots 1[:;,16,1'7,18, (FifteC:ll, sixteen, seventeen,
eighteen) '21001: ;;.)even, Co1ut:tuin Heights, and all
hlpl'OVel'-lents trlS:r801l.
(NO REVENUE REQUIRED - LOVE AND AFFECTION)
TO HA VB AND TO HOLD the same, together with aU and singular the appurtenances and privileges thereunto
belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the
said part y of the first part, either in Jawor equity, to the only proper use, benefit and behoof of the said
party' of the second part, 11is heirs and assigns forever.
IN WITNESS WHEREOF, The said part y of the first part ha 8 hereunto set hi s
and seal the day and year first above written.
hand
':/~<42
)1dJ;~~~'~~L]
Sig'neu, Sealed and Delivered in the Presence of
_[SEAL)
..[SEAL)
__.[SEAL)
STATE OF:C~' California l
L ^ I".
County of 05 nge1es
The foregoing instrument was acknowledged before me this
A. D. 19 62 ,by* Thomas Montrose Graham
Fiftjt
day of January,
My commission expires
July 20, 1963
..,~.~. ~"::'~'-""
, 19 . Witness my hand and of:flclallleaf, ~ 1 ,j I" . s~ ",
,r,} r .. ~. .l~
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--/A :, J /// .~ '.'"
~;;./?, L/..' w ~ ;"'..7'
~nkie Mitchel " _/. "'~ ....::b~~~.. . . ',;:
FRANKIE MITC~'4;;{....t 'Robli/
My Commission ExP{(e&'~~~Je63'
attQrne'i:l,;>_~&~ttth~~ PI~~r~ ~';,~~rso~n~i~~~~ 1~:e~~e~~lt'o~,O~tt.;;;:i~:I~~r.icre~:ogtJi~;~~~cf&roe;e:e~"petl~~ ~tW{;i ~~f~~t~tO~r':
:J.Qt:~~~~te~~~~e~t~eA1B~fD~el~~1~uCh ott\cer or oUlee",. 90S the president or other,oWeers ot sueh <)orporatlon, nemlng It.-IHaUitOfll
No. 938. QUIT CLAIM DEED. _Bl'adf,,,'d.Robln.on Prlntlnw Company. 1824~'6 Stout"Street, Denver, Colorado