HomeMy WebLinkAbout2921 Chase Street0 ro
w n
K m
m an
n
0
O
n 0 (KD
r_ K
G
11 EO
O H
N- ti CJ'
m
w O
M
0
a
ro
O
n �
O N
K F'
A tY
O O m
Baa
m a
P.
.4 E
O 0 m
to
H m
m H O
P) M
K
q a
O W
m
0
O
n w
c� r
as
row
o
to
K �
r•
K
O
G
K
w
"
m
^to
b
(D
a r•
c
fi
R
m
m a
N
m
n
R
N
a
R
�.,.
O
g m
r•
In
W
b
(t
m n
p
n
a
m
to
4t
a
a a
m p
m
E
N
v
O
m n
n .R<
R
y
m
'yn
O
Ol
R
!
O
m
M n
m
a
a
�
o
,♦
Po
R
M
?
aM
r
y
c
k g
ro
CL
r�
H O
Z
m
K
a
O
d
�Oy
r
a m
m
*C
on
m
�'
Z
m
n
o
O
►r.
mm
r r�
o
o
m to
m m
m
a
00
t V
ro m
o
ro
O
n
O
M a
x
N
r�•
a to
m
or
N-
n
a
m
a
-
r
w
o
a
to
a
o
n
d
a
m
rT
o
R
g
r
xm
m
m
n
n
m
O
r
a
d
a
w
\
R
m
a
m
n
O
al
�
m
N
a
m
a
11
O
~
m
m
J
9.1
CITY OF WHEAT RIDGE
J Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office t (303) 237-8929 Fax
INSPECTION NOTICE
{
Inspection Type:
Job Address: C L
Permit Number:
Ai3 r pp r pip '
[e
0 No one available for inspection: Time AM/PM
Re-Inspection required: Yes ° No
"When corrections have been made,-call for re-inspection at 303-234-5933
r
Dater Inspector:
DO NOT REMOVE THIS NOTICE
CTv
... ..ma IU'
c/NEE��
September 15, 2016
Mann Builders, LLC
David Mann
3538 Quivas St
Denver, CO 80211
I' 9
Subject Location:
Framing Inspection
2921 Chase Street
Wheatridge, CO 80214
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.6275.02
CENSPACE, LLC inspected the steel beams and timber framing for the structure at the subject
location on September 15, 2016. CENSPACE, LLC also inspected the timber framing and
plywood sheathing for the garage. It is my opinion that the main structure's steel and timber
framing is adequate and in general conformance to the approved structural plans. The garage
timber framing and sheathing has also been deemed adequate and in general conformance 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 I of 1
CTU�f
2c�IN E
August 17, 2016
Mann Builders, LLC
David Mann
3538 Quivas St
Denver, CO 80211
RE:
Subject Location:
Foundation Reinforcing Inspection
2921 Chase Street
Wheatridge, CO 80214
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.6275.01
CENSPACE, LLC inspected the footing and foundation wall reinforcing prior to the placing of
concrete for the home and garage. We also observed that the UFER was in place at the time of
the inspection for both structures. 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
CITY OF WHEAT RIDGE 9yl
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
inspection Type: R 'z 1 rn
Job Address: l C A 4) c' S
.1-1ermit Number: DLO / 6 Q c) ( / C?
Al � -t o Z o � � ►a c, � � -�' � �..► a��
❑ No one available for inspection: Time /PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: ? Inspector:
DO NOT REMOVE THIS NOTICE
1* � 4 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: e F it M Fe PG I
Job Address: Z 52 t nq t -se S-
Permit Number-
n1
umber: 20 0 6 6
I l / r/ ecG qo1, /-/P P X
f
/Y h 1 f` , n� I /'771%J r ova
��N✓��1j'4S f ofI A2QroVP
U
s
❑ No one available for inspection: Time 215 PM
Re -Inspection required: Yes f
When corrections have been made, call for re -inspection at 303-234-5933
Date: 2- ?`!-1 Inspector: -
DO NOT REMOVE THIS NOTICE
1* � 4 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: e F it M Fe PG I
Job Address: Z 52 t nq t -se S-
Permit Number-
n1
umber: 20 0 6 6
I l / r/ ecG qo1, /-/P P X
f
/Y h 1 f` , n� I /'771%J r ova
��N✓��1j'4S f ofI A2QroVP
U
s
❑ No one available for inspection: Time 215 PM
Re -Inspection required: Yes f
When corrections have been made, call for re -inspection at 303-234-5933
Date: 2- ?`!-1 Inspector: -
DO NOT REMOVE THIS NOTICE
� 4 4 CITY OF WHEAT RIDGE
rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
6 If c7,c ' ' : C
�C�� �".�14
C
Ov��jef�
1a
(�,;.'
l -
3
r�c'fPSS�
iJi.f(C iri, I dwC C, -L
l
1
i. 1.?1S2Gs L AI.1 I G
t�,lie t 14%j
.1104"- 5V +(-, "(/
PC--..va .dam S
❑ No one available for inspection: Time 10 -i �Am
Re -Inspection required: (566 No
When corrections have been made, call for re -inspection at 303-234-5933
t=.
Date: _ °' 7-11 Inspector: ` �',,k,4,04(
DO NOT REMOVE THIS NOTICE
19611!
e ®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: C1 . I I E
Permit Number: 4 , / CQ L f
❑ No one available for inspection: Time ,` AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection -at 303-234-5933
Date: Inspector:`
DO NOT REMOVE THI&NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
Inspection Type:
INSPECTION NOTICE
E L"k G
Job Address: Z`�' i H SSC 57-
Permit
TPermit Number:
❑ No one available for inspection: Time
I
V
Re -Inspection required: Yes No
*When corrections have been made, 1 forre-inspectionat 303-234-5933
Date:.1- 13 -/% Inspector: �l L
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
___?1?;r(303) 235-2855 Office • (303) 237-8929 Fax
Inspection Type:
Job Address:
INSPECTION NOTICE
1�tfC
2-g2./ cfflsc 57
Permit Number: 2 o1 6 6O 6 / y
0
❑ No one available for inspection: Time r U' 3U AM/PM
Re -Inspection required:Yes No
I
*When corrections have bee ado, call for re -inspection at 303-234-5933
Date: �` `%'" / Inspector:
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
��9r' Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: l�ll�. / D
Job Address: c:� q a ( S�-
Permit Number: ani 1, O C—)H 1 O
❑ No one available for inspection: Time 9 ! 0 AM/PM
Re -Inspection required: Yeso
*When corrections have been made, call for re -inspection at 303-234-5933
Date:) 1 / 6 Inspector )_
DO NOT REMOVE THIS NOTICE
IMQ�e (C (eQ-,LS— q _ y')
A i CITY OF WHEAT RIDGE - 9�
Building Inspection Division r
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: EM k 'l 1 N5
Job Address: 9 0 1 C Ck S9.
Permit Number: O) G O- f C)
11V s I'Me C 30_'L
06
vN� G2�7un.1 W=--:,
❑ No one available for inspection: Time 10 .0a AM/PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: J Si I L Inspector: tom`
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: I M'Z It r/2 i
Job Address: Z 92 C M 14S
Permit Number: Z o/ L 0 0 6/ G
Oel re -1 ta/ p O -1
MUM
� 2
0 No one available for inspection: Time -5 =2 zi ANI M
Re -Inspection required: Yes No
When corrections have been ma , call for re -inspection at 303-234-5933
Date: G Inspector:
DO NOT REMOVE THIS NOTICE
• • iii, ', � ♦ �► , �
a
1 1.006, MOMM my MOW,
N r r
8UIL INNS
L. f,® CG%NCF'ET
Ltd' 40'
�����III�I�WIIIWNIWI�I�1
„ ,. « , .
Lill
f , .
ADDRESS: 2921 CHASE STREET
CLIENTISL ELLIOTT
TITLE COMMITMENT
LEGAL DESCRipTioI LOTBLOCK
GARDENS, JEFFERSON COUNTY,
STATE OF a r•=r•
S ALE V1 "=iia"
AWHALTALLEY
m
«-
(UNDERFRAME HOUSE
ILV Ll
«.
to Fftp
FOUND FOUND
#5 REBAR #5 REBAR
YELLOW YELLOW
CAP CAP
#37929 #37829
WALK
CHASE STREET
All I PAN
PA ORION W"AAMP'"' # « « « « #
IF# #mm
« «. .« « #
lolo-il
I UlAwl gull
« # IF '•
DEFECT,azigL
,E YEARS YOU FIRST DISCOVER SUCH « EVENT MAY ANY ACTIONBASED UPON ANY DEFECT
MENCED MORETHAN TEN YEARS FROM CERTIFICATION SHOWNHEREON.
VALIDCER'nFICATE IS ONLY FOR 6 MONTHSFROM DATE SHOWNHEREON,
ROBERTHALL t
COLORADO w 0..
FOR & ON OF
11 !
J)u.
Crib Date: , � c ��`�.. �.•� �
COMMUNiTy DEVELOPMENT PlanlPennIt 0 !" > Jp
Building & Inspection Services Division
750 W. 2eAv ., Wheat Ridge, CO 80033 Plan Review
Office: 303-235-2555 * ex: 303-237-8929
Inspection Line: 363-234-5933
PAID
am=
Din
" _(
applications Y not be Processed.
cnt Eng rtx: keil (v , Pha
aratrrlicar.
- /V�
Contractors' License #. Phone:IL
Contractor E-mailAddress: � KK
Sub Contractors:
Electrical: Z iAnW Rlurnbin ; RMechanical:
W.R. City License ## W.R. City License ## a, Wk City License #
Cather City Licensed Sub: Othi Licensed Sub:
City License ## City License
Complete all information on BOTH sides of this Barr
NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
M NEW RESIDENTIAL
ix COMMERCIAL ROOFING
OMMERCIAL ADDITION RESIDENTIAL ROOFING
RESDENTIAL ADDITION WINDOW REPLACEMEN
COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
11"�ECHANICAL SYSTEMIAPPLIANCEREPAIR o REPLACEMENT
. wx
PLUMBINGSYSTE"PPLIANCE
REPAIR or REPLACMENT
it ELECTRICAL sysTEM/APPLIANCE REPAIR or REPLACEMENT
:e rAkuj
v...e .. w. sesu*v�aaea..ja{�sar ara✓ F,arasr�#p �..e aas.�
t
Sq. FULF Btu's Gallons
Amps Squares Other
Rcv% 0&2014
RESIDENTIAL
Address.- C4A-,SC- ST' Zoning:
Lot Size: 75Ssq, ft. Lot Width:
---
Property in the flood plain? 1).Q— If yes, add surveying condition FLD,
Type of project (applicable survey conditions in parenthesis):
U Accessory ISP, ILC or site plan none if in floodplain (FLD)
0 Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in fldodp7lain (FLD)
XNew ILC and site plan yes (FND) if w/in 2' of setback (NRS)
flood if in
jt�i d
Maximum Lot Coveragc:----"' y % 'Z -71-/ 3 sq. ft.
Existing Improvements: 62" ri'An' C') Proposed Improvements:
House: sq, ft. House/addition:Z ('7 �--2
... L 5
j� _ sq. fL
Shed: sq. & Shed: sq. ft
Detached garage: sq ft. Detached Garage: 0
,____ sq. ft.
Other: sq. ft. Other: sq. ft.
Total Existing sq. ft Proposed4;=W-11�—sq. ft
Lot Coverage % Lot Coverage �J_ %
Required Setbacks: FR S w S
R
4V
Provided Setbacks: FR '2-2— S k'- SR JSL��&, f f 3,1,ef 41, "r,
For additions or new construction, is the s2ketn'rAvithin 2 feet 04 lm-"i'n"iii"iaTm*esefbo,�a*c-ks?
If yes, add suriv4en condition F
Maximum Height: Maximum Size: sq.
Proposed Height:
Proposed Size:
sq,
Parkland: If the pen -nit is for new construction, have parkland dedication fees been paid?
If no, add condition PFEE, notify owner, and notify building—division.
Streetscape: Does the permit result in any of the following conditions?
U Construction of new roads Q Platting of new lots
)2L New development U Additions that increase floor area by 60% or more (see formula)
(proposed floor area - existing floor area ___ ) / existing floor area _,— = --% inc.
If any box is checked
SF/DUPLEX—Is there existing Curb 2�Gutter L35 -foot sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape consiruction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
F"ees-in-lieu ofdedication or construction are due at the time the nermit Lv ismied-
Other notes/considerat ons.
cess
For one andtwo-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.
z For all uses other than one and two t4mily dwellings, no vehicle entrances or exits may be closer
w th25' to any property line, except when used as joint access for two or more lets.
esidential zone districts, curb cuts shall be at least 1€1 feet d not more than 24 feet in width.
Q One and two-family dwellings may have horseshoe driveways, provided Haat the strut accesses
e at least 30 feet apart, measured from the interior edges.
For all uses, one access point per property is permitted.
carp"
or one -and two-family dwellings, one tree to
every X41 feet of street frontage is required.
treet trees required: Street trees provided.:
0% 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 erasure future
installation. 1.2.5% 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.
11*1 � 4 It
city of
Wh6at *d e
C194
UNITY DEVELOPTENT
C'itvofWiieat Ridge Municipal Building 750OW,2(0'Ave, Wheat Ridge, CO 80033-8001 P: 303,235,2946 F: 30123:5,2857
is a
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:
Notes:
(a) Comer lots shall have a minimum lot width of eighty (80) feet for both street fromages,
(b) Front setback reductions may be allowed in accordance with Section 26-611,
(c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty (20) feet for all structures
(d) Front setbacks for structures on lots or portions of lots which abut cut -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 at the end of section 26-123)
(e) See Section 26-625 for additional regulations pertaining to accessory buildings.
A
City of SIN GL E FA MIL YID UPL EX
Pu
W 11 6.at f Ldge B UIL DING PERM] T A PPL ICA TION RE VIE W
at.tc Woprs
Date:
Location:
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a
located at the above referenced address. Please note the comments checked below,
1. Drainage:
a. Drainage Letter & Plan required: Yes No
b. Site drainage/g7ading plan have been reviewed and are: :�TOK refer to
2. Public Improvements required & to be completed withet:
a. street paving/patching: T�Yes No — Completed
b. curb & gutter: Yes No— Completed
c. sidewalk: Yes :�T No — Completed
d. Other (specify): -j/– Yes — No — Completed
For items not constructed, the amount of funds taken in lieu of construction:
1 Does all existing roadway/alley R.O.W. meet the standards of the City: Yes
No
If not, what is required?
If R.O.W. is required, has the deed been received: Yes No (see Note below)
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
s
this Permit Application, subject to the stated requirements an(For attached stipulations.
Signalure Mark Van Nattan tt.
5. 4 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s):
ff�
6, 1 Stipulations:
Mark Van Nattan Date
7 A Grading Certification Letter from the Engincer-of-Record accompanied by an Improvement Location
Certificate (ILQ 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 SHAI..,L BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIORTO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
Cit} of
City of Wheat Ridge Municipal pal Building 7500 W. 9'h Ave. Wheat Ridge, CO 80033-8001 P 303,23 ,2863 F, 30325,2857
Date -
Location of C*xsbjLcLm-
purpose Of Construction:
Single Family
e v t s}
(Required of x.
ll projects for document processing)
=ULUAXZZIttfti-���tfti-
.Review of existing or minimal tel .cal documents', 1 ..............:... $200.00
Initial review oftechnical civil engineering documents
(Fee includes reviews of the l" and 2"d submittals) : .... ....... $600«00
Traffic Impact Study Review Fee,
(Fee includes reviews of the l" d 2nd submittals): ............... : $500.00
Trip Generation Study Review Fee, .......:. $200.06
& ivt Manual Review & SMA RecordingFee- .......... ................. $100.00
Multi-Farnilv
' ,Rah Application will be reviewed by staff'€grace and returned for changes, If after review oft the second submittal change, have
`rat been made to the cavil documents car the Traffic Study as re by staff, further reviews of the Application will be subject,
to the following Resubmittal fees:
Resubmittal Feest
3rd submittal (f initial review fee) ..:.... ......... ........ 00,00
0 submittal ('.full initial review fee): ...... ......... $600"00
All subsequent submittals- .... .......... ........ ......... ......... $600.00
(.pull initial review fee)
TOIAL REVIEW FEES (due at time of Building Permit issuance)
ee•a�°�w.� i,r� lae:atffscilxo.e�a:a.��:5
U fit IC WORKS
City of Wheat Ridge Municipal Building 7500 W. 296 Ave, Wheat Ridge, CO 80033-8001 P: 303.235.2 61 f': 303.235.2857
DA TED:
ADDRESS:
DearContractor:
In conjunction nction with the approval ofthe 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 shag be restored, if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge e public Works Department, and prior
to the issuance of Certificate of Occupancy.
Prior to any construction commencing, the Cue's representative will conduct an onsite
inspection to determine the existing conditions 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
File
Residential Plan Review
9 1 f 9 A I 1 0 A
I- Provide 0 1-318" solid door
—self-closing, setf-latching,
between residence and
6. Indicate emergency escape
and rescue openings inLid
basements and bedrooms.
L
7. Direction of door swing'-'
must be shoiii,
8. Provide size of each window
and type of operation.
9. WW "o ioPininq flashi I
ing--=
per(R7o3.8).
M
rNAM
1 MR
ii. Opaque doors separating
rrj
conditioned and
uncondoned space -
maximum U-bctorO.35.
(TNI102.1.1)
'12. S light - maximum u -
factor o.55. Provide
manufacture and [CC -ES
M
LIGHT & VENTILATION -
x. Provide required natural
light and ventilation for
habitable rooms (R303).
LIGHT & VENTILATION:
2. Provide mechanical exha
ventilation for bathrooms,
water closet rooms, laundry
room, and kitchen, ducted
direct to outside. (R303-3
i A
=T-i7Show handrail, notes and
M
13
/ ee
lim
Address:
w�l��IgnT-5
rooms, spaces
ContacL
2, Show guardrails re
Al"Al
Building Type:
I Plan It 0
Plan rM del:
Jurisdiction:
L1,1104-4 ner—;) 116, 1,.—
SFD tl.1)uplex 0
nhorne
74Z> 0-7
I- Provide 0 1-318" solid door
—self-closing, setf-latching,
between residence and
6. Indicate emergency escape
and rescue openings inLid
basements and bedrooms.
L
7. Direction of door swing'-'
must be shoiii,
8. Provide size of each window
and type of operation.
9. WW "o ioPininq flashi I
ing--=
per(R7o3.8).
M
rNAM
1 MR
ii. Opaque doors separating
rrj
conditioned and
uncondoned space -
maximum U-bctorO.35.
(TNI102.1.1)
'12. S light - maximum u -
factor o.55. Provide
manufacture and [CC -ES
M
LIGHT & VENTILATION -
x. Provide required natural
light and ventilation for
habitable rooms (R303).
LIGHT & VENTILATION:
2. Provide mechanical exha
ventilation for bathrooms,
water closet rooms, laundry
room, and kitchen, ducted
direct to outside. (R303-3
i A
=T-i7Show handrail, notes and
M
13
/ ee
lim
M
d 'm—III sii ns where rII eaudireIIINII d.
imensions where required.
w�l��IgnT-5
rooms, spaces
(R305). easement 61811
2, Show guardrails re
m i.tA
trod. IR 12-1 .21
6. Stairway OI maxiIAImum 2Y
vertical rise between
floor
%. Provide manufacture, model
number and ICC report or
equal for each fireplace.
(R'002, 1004, 1005)
r.
FLOORI�I III PLANS
FIREPLACESIGAS
APPLIANCES:
4. Decorative shrouds shall
not be insulted atthe
termination of chimneys of
factory -built fireplaces except
where listed and labeled for
such use. (Rio*4.3)
5. Provide wyy9lroutside VI coIIM mbustion i
III
air for interior fireplaces.
(RIO06.2)
M
i. bnow ceiting Tor h
w�l��IgnT-5
rooms, spaces
(R305). easement 61811
M
,j
t
Gypsum ♦MmuP�l1� +IAIariappliedI1 I to3.
ceilinill II
ishall tlw rk, I I� when
framinIl ers are i6l, + t.
or 5/8" when framing
members are 24" o.c. or use
labeledx/e sag -resistant
gypsum +. board. a P e
« +:. +
r mplete1 011 brawall
�.
t
plan is required k must
installation
.
{schedulebracedishear
required Wthis code,shall
+. available onrisitet
gy
wall t location. b a
at the time isinspection
2. Braced/Shear wallMledu.
9 to include anchor Ri
i
holdowns, studs # spacing,
7
� M 1r
2. { RCOOANGES II IIII IYY�IMu ��� ����
sheathingandnailing.
.I� I� II N
PS: Show te +
k +2 34))+
plans.
Al@NI"VIMess}ItIIr M111Velltl bracedwall
3.hi 'A�l�°i6oz�:��III
-Provide R
liper
approved range and/or
cooktop installed in
4. Coordinate post locations
II
unit
PIan,r k
I
accordance with the listing
iY
Show andidentify each
with the
requiredholdownon
manufacturer's installation
w r VI; eI eWpill Is a. S u IR! wall '..
I
instructions. VERIFY AND
Engineering .
REQUIREDand
MAINTAIN
bearing walls Over io Feet
HORIZONTAL
ra
i ♦ CLEARANCES
4. show required fire blockinr,
• a THE FINISHED
1. Elevation drawings of
COUNTERTOP SURFACE
I , right are required.s
�uui1�ilding
BEFORE ORDERING OR
2. Provide heights
INSTALLING CABINETS -
nd dimensions,
4
II MMI exteriorp surface
Label
r mplete1 011 brawall
�.
t
plan is required k must
reference a braced /shear wallt
{schedulebracedishear
wall t location. b a
2. Braced/Shear wallMledu.
9 to include anchor Ri
i
holdowns, studs # spacing,
7
sheathingandnailing.
k +2 34))+
Al@NI"VIMess}ItIIr M111Velltl bracedwall
3.hi 'A�l�°i6oz�:��III
r
liper
4. Coordinate post locations
II
with holdownson foundation
PIan,r k
I
iY
Show andidentify each
requiredholdownon
foundat+ +q. +3
w r VI; eI eWpill Is a. S u IR! wall '..
I
Engineering .
bearing walls Over io Feet
# iR
4. show required fire blockinr,
1. Elevation drawings of
building, typical front, back,
I , right are required.s
�uui1�ilding
2. Provide heights
nd dimensions,
4
II MMI exteriorp surface
Label
I mattfiaW
building(R703).
�.
Provide
model number e
Provideweather�
I
flashing1proofing and exterior
wall penetrationslopenings.
PerR70.1.2, + r
r
i. Provide minimum 11111 �II OIII�: yw
building cross sections.
II
��� IU A V Wiil�ii � i 111111 p Uli 1 I IAI
•: c
■',oam V U IY Plastics 1 I 11 11 q
separated fftrom
`.crawl spaces. ♦♦ :.
t
SECTIONS (Cont.):
4. show required fire blockinr,
on each section.r+
5. P wMigl
Show :. +.... i dimensions r k :..
each cross-section.
11 « �° Eglll III 11 ICM . II 111 IiIV MI
t #� ;, w ...
:
r,
i
W.
} i
vI+u r.IIMA�UI—O IIII
i. Provide
detail and wall legend for each
t az r'
�CVV +IIMIN Ixt�er o1i11ly�lll MftIU! IIM.III V
2.
including,t1'##R system, All..
building paper, foam, and
sheathinRwhere required.
,.:.
(R7o
�k1 m,�: ullil lul 0 111
ans, interior
4. Specify on plans, i
wall r jII R + nr
I
r. in
!an barkingP +in
wet locations. i
+ k + + R
u
# � Provide uw iu � ul nailing schedule.
(R602.3 I I
For, single-family cu ou11�
I Isoils
submittal,provide
report stamped by a licensed
m 2. Provide Ior ul u�1 complete w fullyi l rM
i dimensioned ak detailed
*
..
Address .
foundation
i
draing p er
4. Address fDund ation damp
�l Moi R �Pr^ ' � i ' AI. i
YII
k
iB
rafters and any other to be
I
;' it fgw I11 U@w Exterior' 4 Iand
footings shall bear
belowinterior
minimum x8 inches
undisturbed soilor ti
certified compacted(Table
PLANS (Cont.)
7. Show required lel NII 1 1 icin1I
steel for e # 4 Y:
9
y S.Reference
structural details, footing,
ii stem, turndown,i.A footing,
post : stem.
I+(D ir�TIO m.L N�
III FOUNDATION
show,9. Clearly dimension
# detail f bearing
,r
footings and shear wall
ar'
, footings.
%4. Framing members to
z f # # a
equipment requirements if
I�alllr(J pix! I I VI II
UUU
requiredI�*wn
II
t t ,: f
compliant
kt
Ex2.t... and detail building
retainingwalls and basement
4
t foundation
Ct
t in drainatie.t.
inclx
#
;u seleva
a
+5
calculations engineered
f
V
over 41
MI ➢� II oil 111 AI MI lu ul1,
x. Provide complete
detailed floor andfortt..
framing plan, (Rio(i).
Compliant Non -
2. Clearly identify all framing
membersincluding
Compliant
posts/columns, �wheaders,
beams, joists, and trusses.
#x
a illy show t ����
3. if ::. each
post and size, coordinate with
4. t
in
Identify floor -to -floor
L� mechanical connectors,
a
w :
identifyrhangers,
l�
c:
identify beam to post
Emechanical
connectors.
i
op reference � for # �
Provide
Capproved
bearn t f p ost, beam -to -beam,
•
andgirdertobeam
r
connections.
of
I �P 11 1*IIfAlid ill WIIIpI�Nl IM9 1111
6. I :I SIAi i t
Ij`N typical
ji��II
�r
i�'
k.
111 .I 1III:
wall,Yom.. and girder
*.
connections.
�iJ
design i 1 drawing I a,
•
required, no later than by
rough frame inspectionper
„a f
r
8. Show lateral full height
blocking . braced/shear
line f.��'t and
trusses.
�J
" lu
f � Framing 1 igldetails i s Igishall o � 1�II4ect
ii �
of
types of framing members,
I -
2; joists, dimension lumber
rafters and any other to be
used.
ti.. Identify stair mechanical
attachment at and
bottom.
FLOOR & ROOF FRAMING
PLANS (Cont.)
xx. Framing members to
accommodate masonry
fireplace clearances to
combustibles. (Table
R!"A.1 ,
xz. Provide detail showing
how lateral forces are
transferred from roof
dia hra m into sheaf Wall.
x3, identify all trusses used as
,r
drag struts, and show loads on
ar'
framin Ian.
%4. Framing members to
accommodate mechanical
equipment requirements if
installed in attic,
NIA
Compliant Non-
compliant
Provide the following
structural engineering
calculations:
Ct
a. Gravity loads analysis.
b. Lateral loads analysis.
c. Retaining wall
+5
calculations engineered
V
over 41
d. Provide special
inspections er (IRC Ch. 17).
N/A
Compliant Non -
Compliant
x. Show mechanical
equipment and water
heaters on ill -inch platform
if placed in garage or room
with direct access to
arae (Mx o )#
. Provide combustion air
and show hi and low vent
opening sixes for gas fuel
appliances located in
confinedin
3. Provide and reference
Capproved
detail for gas
2
CL
piping to gas island
A. Provide kitchen exhaust
fan vented direct to
outside. (MxSo7.2 amend.
�iJ
T.Mx o .. ,
5> Provide minimum 78%
AFUE (Annual Fuel
Utilization Efficiency) for
weatherized gas heating
equipment, Non-
weathenzed equipment
minimum 8o%AFUE.
(T.Nx105.5.2 (3,)9)-
6. Provide minimum 13
SEER (Seasonal Energy
Efficiency Ratio) for air
conditioning equipment.
(T.Nsso ..2 (x h).
7. Provide HVAC
equipment sizing
calculations.
dwelling, including
r
Heating and cooling
equipment shall be sized in
accordance with ACCA
Manual S based on building
loads calculated in
accordance with ACOA
Manual 1 or other approved
calculation methodologies.
(Ni" „6)
8. Duct systems serving
heating, cooling and
ventilation equipment shall
be installed in accordance
with the provisions of this
section and ACOA Manual
D or other approved
methods. (Mx6ox.x)
NIA Compliant Now
g. Show supply and return
Compliant
air ducts and registers. (18C
3.0 7.2.1 amend.)
so. Supply and return ducts
shall be insulated to a
minimum R-8. Ducts in
floor trusses shall be
insulated to minimum -.
. Show type of gas piping.
(G2414)
NIA
Compliant Non -
3. Do not place gas piping
Compliant
x. Provide a Complete
Electrical Plan (IBC 107.2),.
2.. Provide fully noted plan
showing, all required
CA
receptacles, light fixtures,
switches, exhaust fans,
_
smoke detectors, service
panels and sub -panels.
6. Show all drainage/sewer
3. Provide notes and
symbols legend.
4. Show and label all
$^
required GFCI and WP/GFCI
receptacles. (E39ox.2,
Jel
E _.2 E.... ).
5. Show and label all
required AFCI circuits.
(E 2.12).
6. In areas specified in
Section E3901.1,125 -volt,
x5- and 20 -ampere
receptacles shall be listed
tamper-resistant
race tacfes. ( 002. )
::
TNJACom4pliantton-
7. Provide minimum 75%
high efficacy lamps.
ompliant
(Nxxo .x),
ELECTRICAL PLANS:
8. Show and label all
9b
WP/DP lighting fixtures as
SUITABLE FOR WET OR
k
mS
CAMP LOCATIONS
,i
accordin I . (E oox. )«
g. Shaw and label all
smoke alarms. Smoke
alarms shall be installed in
the following locations: 1.
in each slee in room. 2,
Outside each separate
sleeping area in the
immediate vicinity of the
bedrooms. 3. Can each
additional story of the
dwelling, including
basements and habitable
attics but not including
crawl spaces and
uninhabitable attics. In
dwellings ordwrelling units
with split levels and
without an intervening
door between the adjacent
levels, a smoke alarm
installed on the upper level
shall suffice forthe
adjacent lower level
provided that the lower
level is less than one full
story below the upper
level.
NIA Compliant Now
Compliant
1. Provide a single line gas -
piping diagram; Include all
gas burning appliances and
BTUs of each appliance,
show pipe lengths and
sixes from gas meter to
each branch line and to
each a fiance. (G24%3).
. Show type of gas piping.
(G2414)
3. Do not place gas piping
under slab. (G24x5.2.4)
y. Provide approved detail
for gas piping to kitchen
island gas cook top.
CA
(G2415.14)
S. Provide minimum R-
_
insulation to hot water
fes. (Nxxo . ).
6. Show all drainage/sewer
piping materials. (Tables
P 002.1 P 002.2)
7. Provide low flow
plumbing fixtures.
(P2 0 .2).
8. Provide roof drains and
over-flow/scuppers.
(Ro.).
g. Storage -tank type water
heaters shall be installed
with a drain pan and drain
line. (P2801. ).
:to. WH -pan drain -line shall
terminate per (P2803,.5.2).
::
TNJACom4pliantton-
ompliant
x. Complete and return
REScheck or equal report.
Compliance shall be
9b
demonstrated by a passing
score. (T.Nxxo2.x. ).
k
mS
2. Comply with insulation
,i
requirements.*
(T.N1102.1.x.)
3. Comply with
fenestration requirements.
(T.Nx102.1.1.)
. At least one thermostat
shall be provided for each
separate heating and
cootie em, (N110 ,x)
5. A minimum of 75 percent
of the lamps in
permanently installed
lighting fixtures shall be
high -efficacy lamps or a
minimum of 75 percent of
the permanently installed
lighting fixtures shall
contain only high -efficacy
lamps. (N ,1).
6.. Recessed luminaires
installed in the building therntal
envelope shall be sealed to
limit air leakage between
conditioned and unconditioned
spaces. Ail recessed luminaires
shall be IC -rated and labeled as
having an air leakage rate not
more than 1.0 .,. All
recessed luminaires shelf be
seated with a gasket or caulk
between the housing and the
interior wall or ceiling covering.
(N1aox , 1.
7. the building shall be
provided with ventilation that
meets the requirements of
Section Mz5o7 or with other
approved meansal' ventilation.
Outdoor air intakes and
exhausts shall have automatic
or gravity dampers that close
when the ventilation system is
not operating. (Nxso3.5).
ENERGY RECIUIREME S NIA
Compliant Non-
(ont.);
Compliant
8. The building or dwelling
unit shall be tested and
verified as having an air
leakage rate of not
exceeding 5 air changes per
hour. Testing shall be
conducted with a blower
door at a pressure of o.2
inches w,g. (5o Pascal's).
l0^
Testing shall be conducted
W
by an approved third party,
2
(RPI or RESNET certified),
IX
A written report of the
D
results of the test shall be
signed by the party
W
conducting the test and
provided to the building
official. Testing shall be
W
performed at anytime after
Z
W
creation of all penetrations
of the building thermal
envelo e. (N11o2, .1..2).
g. Ducts, air handlers, and
in
filter boxes shall be sealed.
l'—
W
Joints and seams shall
comply with Section
l92
M1601.4.1. Provide Duct
IX W UJ
tightness testing
conducted by an approved
W
third party testing agency
W
(BPI or RESNET certified)
W
and the signed written
results shall be submitted
to the Code Official prior to
the Building Final.
(N1103..2). Duct tightness
shall be verified by either of
the following.
a. Post -construction test.
Total leakage shall be less
than or equal to 4 cfin per
ioo square feet of
conditioned floor area
when tested at a pressure
differential ofo.s inches
w.g. (25 Pal across the
entire system, including the
manufacturer's air handier
enclosure. All register boots
shall be taped or otherwise
sealed during the test.
M16o1.4
b. Rough -in test- Total
leakage shall be less than or
equal to 4 cfrn per too ftz of
conditioned floor area
when tested at a pressure
differential of o.1 inches
w.g. (25 Pa) across the
system, including the
manufacturees air handler
enclosure. All registers shall
be taped or otherwise
sealed during the test. If
the air handier is not
installed at the time of the
test, total leakage shall be
less than or equal to
per loo square feet of
conditioned floor
area»N11ti .z,2
1o. Supply and return ducts
shall be insulated to a
minimum R-8. Ducts in
floor trusses shall be
insulated to minimum R-.
(N11
11, Provide Minimum R-3
insulation on hot water
12. Circulating hot water
systems shall be provided
l0^
when the length of hot
W
water piping or tubing from
2
the source of hot water to
IX
the furthest fixture exceeds
D
21 feet for a 4 inch line, 32
feet for a 518 inch line, c,3
W
feet for a % inch line and 5o
feet for a 318 or less inch
line. When the hot water
W
distribution system
Z
W
contains more than one
pipe or tube size, the
largest Size shall be used for
determining the maximum
allowable length before a
circulating hot water
system is required. The
circulating system shall be
equipped with an
automatic or readily
accessible manual on
switch and a temperature
sensor activated shut-off
that can automatically turn
off the hot-water
circulating pump when the
set temperature is reached.
For the purpose of this
section, the source of hot
water shalt be considered
to be a water heater, boiler,
circulation loop piping,
di "bution manifold or
heat•traced piping.
ft',03.4.1).
North Office South Office
9197 W+ 111 Ave, Suite 1100 210 5111 St, Suite 200
Lakewood, GO 80215 Castle Ro(.,,k, CO 80104
Phone- 303-688-5151
ii
SUBSURFACE INVESTIGATION
AND
FOUNDATION RECOMMENDATIONS
WWWWW"O mum
0 Am&
Darin Denton, P.E.
Oesign
q4
z,
[IcE
ngineering
"5
Inc.
z
North Office South Office
9197 W+ 111 Ave, Suite 1100 210 5111 St, Suite 200
Lakewood, GO 80215 Castle Ro(.,,k, CO 80104
Phone- 303-688-5151
ii
SUBSURFACE INVESTIGATION
AND
FOUNDATION RECOMMENDATIONS
WWWWW"O mum
0 Am&
Darin Denton, P.E.
TABLE OF CONTENTS
1.0 ~~~~~.~~... ..... °.-~~..°~~.~~~..^. ~~,~~,,~,~~~~,,,~~~,,~~1
2.0 SITE DESCRIPTION & PROPOSED CONSTRUCTION ~-~.~.....^~^°,--^°_~^.~.~.1
10 FIELD AND LABORATORY ANALYSIS ~,~~~~.......... ~~~,~,,`,.
1
4JO SUBSURFACE CONDITIONS.. ..... .__�r......... ~~_,~~__.-.~......
1
42. GROUNDWATER ...........-..^.~_._...-._~._^2
&0FOUNDATION .......... ~....... _~~............ _~^^,~~.~~2
5.1 FOOTINGS WITH MINIMUM DEAD LOAD ..._.^..~~._._^^`^-^^^^~-`^-'~^`^^^^-^^~3
COSLABk .............. .~..._...~.,~^~~~~~~~~~~^^^^^~..^-~^~-3
7jO SITE GRADING...-.....~..^..-_~........ ^~...~~.^~~,~~^^^`~-~~`.~^~~^~~~~~_~_...
4
71^ SITE ..,.......�........ ~...4
72 ..... ._..____-..._..^~...._~..-.`.-.~~.,~........ .^^~........ .-5
7,3^ ENGINEERED FILL ....... _....`._....^..^............ _-_......... ..'..-._.~....... ......
,.5
T/4^ .'-_.^ ...^-..^.........^..-'.._._.-~.......~-.._.-._.~_..~.....~_-.-..6
8.0 SURFACE DRAINAGE... _~-._................... .._.~.`~,~.~^~^~^~~^~~~^7
9J0 SUBSURFACE DRAINAGE ... --- ........... ............. .~_~~~~.~~~~~~~^�7
10.0 ._......--
8
_....~-._.~~,
,`__`~,_,~',,B
APPENDIX C: BORING LOG ''^--`^^`~`~.
C
AEPEhQIX E: DRAINAGE AROUND FOUNDATION WALL DETAILS......._'.D
APPENDIX F: FOUNDATION DRAIN AND BACKFILL
UWMMRMZ��
CRE Design Engineering has completed a site investigation for the subject
property at the request of Kim Elliott. The purposes of our study were to evaluate
the subsurface conditions and to provide design and construction
recommendations regarding the geotechnical aspects of the proposed project.
This report presents the findings of our site investigation, the results of our
laboratory testing, and geotechnical recommendations to comply with local
requirements and present an appropriate foundation for this site.
A single family residential structure exists on this site, It is our understanding th
'I
the existing structure will be demolished and that a new single family residenti
structure is planned for the proposed construction, The addition is to
constructed over a crawl space. CRE shall be notified if the foundation dept
are different than stated above.
CRE DESIGN ENGINEERING INC,
SUBSURFACE INVESTIGATION
PROJECT NU 16-6732
Subsurface conditions and select laboratory test results are presented below -
BH 1:
(0 —1 ft) SC FILL, CLAYEY SAND, moist, loose, dark brown.
ft) CL SANDY LEAN CLAY, moist, stiff, brown with
calcareous deposits,
The 3 ft sample showed a swell of 0. 1 % when wetted
with a 500 psf surcharge load,
(7 — 24 ft) CL CLAYSTONE, moist, hard, grayish brown and olive
with carbonaceous deposits.
The 8 If sample showed a swell of 1.7% when wetted
with a 500 psf surcharge load,
Depth of BH 1 was approximately 24 feet,
M�M
(0— 1 ft) SC FILL, CLAYEY SAND, moist, loose, dark brown.
(I — 7 ft) SC CLAYEY SAND, moist, medium dense, brown,
(7 — 24 ft) CL CLAYSTONE, moist, hard, grayish brown and
greenish gray with carbonaceous deposits.
The 8 It sample showed a swell of 1 .5% and the 13 ft
sample showed a swell of 1 .I % when wetted with a
500 psf surcharge load.
Depth of BH 2 was approximately 24 feet.
Groundwater was encountered during drilling at 20 and 22 It bgs. The water
level was checked 24 to 48 hours later and found at depths of 7 and 6 ft bgs.
Fluctuations in groundwater levels will occur due to variation in precipitation,
irrigation, groundwater withdrawal, and surface water run-off. We anticipate
groundwater will complicate project earthwork,
I
CRE DESIGN ENGINEERING ING,
SUBSURFACE INVESTIGATION
PROJECT NO-, 16-6732
loads, The results of this investigation indicate that the proposed building may be
supported on minimum dead load footings,
111112- 1 oil 1,111110ilaoi I —-
Le
Prior to placing concrete, all bearing surfaces must be cleared of loose
material, Disturbed material may be re -compacted in place only after
contacting, and with guidance frorn this office.
i 111 11 1 11pilillip
at This observation must be performed only after the entire
excavation has been dug to final grade where foundations will be constructed
and is not included in the fee of this report. If potentially expansive clay,
deleterious material, unstable soil or other unsuitable conditions are found
additional testing and revised foundation recommendations may be required
at an additional cost.
The Stab Performance Risk at this site is judged to be 'Low' (less than 3% swell
with a 500 psf surcharge), These soils may be suitable for the construction of
slabs. It must be understood however, that the risk of stab movement does exist.
Changes in the water content of these soils may cause the soil to swell or shrink
which may cause movement or cracking of slabs.
If some movement of a concrete floor slab on grade is not acceptable,
finished room areas should be constructed utilizing a structural floor
system over a crawl space.
M
luau= f9-TTa'ru::3
constructing concrete slab on grade:
Stabs should bear on undisturbed natural soils, or on property conditioned
and re -compacted materials, as opposed to gravel or other materials, which
may allow the migration of water below the stabs. If the on-site soils are not
acceptable, it is preferable to bear stabs on non -expansive imported
materials that has low permeability. This will minimize the transfer and
retention of water below the slab. Materials with a Liquid Limit below 30 and
a Plasticity Index less than 15 are preferred,
Stabs shall be isolated from foundation components by slip joints constructed
to allow the independent movement of the slab. Stabs shall also be
separated from any utility components by isolation joints. Mechanical
equipment resting on stabs must be fitted with expandable / collapsible
sections in order to allow movement of the slab without damage to t e
equipment or to the structure,
Non-bearing partition walls should be constructed with a minimum of 3
inches of float to allow for movement of the slab without damaging any part
of the structure. All doors shall be constructed with at least a I -inch gap at
floor level. It is the owner's responsibility to monitor and maintain all floats
and gaps as necessary. If additional information on float is needed, please
contact this or any geotechnical office.
Slabs must be appropriately reinforced to resist the anticipated loads as well
as the effects of the supporting soils. Floor stabs must also be scored in
accordance with the American Concrete Institute (ACI) recommendations in
order to control cracking of the slab due to shrinkage or other factors. These
scores should be a maximum of 12 feet apart.
7.0 SITE GRADING
The following sections provide recommendations for earthwork, including site
preparation, excavations, engineered fill, and backfill.
7.1. SITEPREPARATION
III
CRE DESIGN ENGINEERING INC.
SUBSURFACE IWESTIGATION
PROJECT NO: 16-6732
earthwork.
101
Site preparation procedures should be performed such that the potential for
standing and pending of water around the site is minimized, During wet
weather, earthen berms, swales, or other methods should be used where
necessary to route water away from excavations. Water that accumulates in
areas should be allowed to dry out before resuming construction.
If fill is needed, all fill placed in structural areas should be compacted
engineered fill, Prior to placement and compaction of engineered fill, the
0
CRE DESIGN ENGINEERING INC.
SUBSURFACE INVESTIGATION
PROJECT NO; 16-6732
geotechnical consultant should observe areas to receive fill at the time of
grading to evaluate the exposed soils, ensure any undocumented fill has
been removed, and to determine if removals to more competent soils are
needed.
1% UP t 2 11M LM I I a I
U UY 'rtay bdIIUT
or more as evaluated by ASTM D 1557, The thickness of each lift should be
appropriate for the compaction equipment that is used. We recommend a
maximum lift thickness of 6 inches for hand operated equipment, 8 inches for
rnost "trench compactors", and 12 inches for larger rollers. Compaction areas
should be kept separate, and no lift should be covered by another until
relative compaction and moisture content within the recommended ranges are
obtained.
Earthwork operations should be observed and compaction of engineered fill
and backfill materials should be tested by the project's geotechnical
consultant. Early testing is recommended to demonstrate that placement and
compaction methods are achieving the required compaction for the entire
depth of fill, Without a strict quality assurance program, the fill may not be of
sufficient quality to achieved required performance,
All walls over 4 feet high should have floor systems in place or be well braced
prior to backfill process to prevent damage from lateral pressure, The method
of controlled puddling or flooding the backfill zone should not be used.
M
The area surrounding the structure should be graded so as to provide
adequate drainage away from the structure. This is typically accomplished
by utilizing a 10 percent (12 inches in 10 feet) slope down and away from
the foundation, Low spots should be filled in order to prevent accumulation
and pending of water near the structure.
Surface water running toward the structures from up slope areas should be
diverted around and away from the structures by means of drainage swales or
Cather similar measures.
Decorative edging should be constructed to allow water to flow throug
around or under the edging and not so as to cause damming of wat]
behind the edging.
Sprinkler systems should be constructed so as to keep the area within 5 feet
of the structure as dry as possible. Sprinkler heads or other irrigation
components should not be placed in, nor should they release water into, the
area that is within 5 feet of the structure.
Downspouts and sill cocks must terminate outside of the backfill area of the
structure and a minimum of 6 feet from the structure. Downspouts and sill
cocks should discharge into splash blocks that extend well beyond the limits of
the backfill. The use of long downspout extensions in-place of splash blocks is
advisable.
N
CRE DESIGN ENGINEERM WC.
SUBSURFACE INVESTIGATION
PROJECT NOf -6732
attached perimeter drain details shall not be used and a drainage system should
be designed by a qualified civil engineer.
..........
M a MW 11
M
0
m
Oesign
Engineering
V, S w a
Inc.
Client. Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
North Office South Offico
9197 W, 601 Ave, Suite 1,100 2 10 5th St, Suite 200
I.akewood, GO 80215 Castle Rock, CO 80104
Boring Number:
B-1
B-1
B-1
AlB
Depth (ft):
3
8
1.3
23
Wet Density (Ficf):
126.8
119's
123,9
118.3
Dry Density 4p :f):
105.6
943
971
90,0
Moisture (%):
201
263
277
31A
Boring Number:
B-1
B-1
B-1
Depth (ft):
3
8
13
Fines
S&O
911
77.0
Sands
42,0
8.9
23.0
Gravels
0,0
0,0
0.0
Group Symbol
CL
CL
CL
USCS Classification
Sandy Lean Clay
Lean Clay
Lean Clay With
Sand
Oesign
Engineerin
9
g 0 g
Inc. 88
North Office South Office
9197 W6th Ave, Suite I 100 210 51h St. Suite 200
Lakewood, 00 80215 Castle Rock, CO 80104
Phone: 303-688-5151 www.credesigneng.com
Client: Kim Elliott
B-2
B-2
B-2
Project Number: 16-6732
Depth (ft):
3
8
Location: 2921 Chase St.
18
Fines
44.8
City, State: Wheat Ridge, CO
71-5
98'8
Sands
Molture Density ASTM
D 2216 & ASTM D 2937
Boring Number: B-2
B-2
B-2
B-2
Depth (ft),, 3
8
13
18
Wet Density (pcf): 128,5
123,8
124.2
121.7
Dry Density (pcf): 105,E
O
98A
91.7
Moisture (%): 22.3
29.0
26.6
32.7
Boring Number:
B-2
B-2
B-2
B-2
Depth (ft):
3
8
13
18
Fines
44.8
923
71-5
98'8
Sands
55,2
73
28,5
11
Gravels
0.0
0.0
0.0
0,0
Group Symbol
SC
Cl.
CL
CL
USCS Classification
Clayey Sand
Lean Clay
Lean Ckty With
Lean Clay
Sand
Design
Engineering
W a
0
Inc.
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St.
City, State: Wheat Ridge, CO
Swell Data
Swell Pressure (psf): 625
Percent Swell, 0.1
North Office
9197 W, 6111 Ave, Suite 1100
Lakewood, CO 80215
Phonw 303-688-5151
South Office
210 5th St Suite 200
camzm���
Boring Number: B-1
Depth (ft): 3
Moisture Density Data
Before Test
Initial Wet Density (pci): 126,9
Initial Dry Density (pcf), 105.7
Initial Moisture (%): 201
Aftor Test
Final Wet Density (Pct : 128,6
in Dry Density (prow 107,0
Final Moisture {%r 20,2
-4
-3
-2
oe
0
2
3
4
100
1000
Axial Effective Stress (lbs) inftial Loading
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
Swell Data
Swell Pre 11
Percent Swell- 1-7
Axial Strain
North Office
South Office
Design
Engineering
Inc.
W
VI-) 0
9197 W, 6"' Ave, Suite 1100
Lakewood, CO 80215
Phone303-688-5151
210 5th St, Suite 200
Caste Rock, CO 80104
www.credesigneng.com
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
Swell Data
Swell Pre 11
Percent Swell- 1-7
Boring Number: B-1
Depth (ft). 8
Moisture Density Data
Before Test
Initial Wet Density (pcf): 117.9
Initial Dry Density (pef): 93.1
Initial Moisture (%): 26.7
After Test
Final Wet Density (pcf): 120,2
Final Dry Density (pef), 94 5
Final Moisture (%)-1 273
Axial Strain
Stress (Ibs)
A
Initial Loading
-3
- - - - - - - - - - - - - - - -
Inund
Final
0
Boring Number: B-1
Depth (ft). 8
Moisture Density Data
Before Test
Initial Wet Density (pcf): 117.9
Initial Dry Density (pef): 93.1
Initial Moisture (%): 26.7
After Test
Final Wet Density (pcf): 120,2
Final Dry Density (pef), 94 5
Final Moisture (%)-1 273
100
1000
Axial Effective Stress (Ibs)
10000
Frost L0009
A
-3
-2
0
M
2
rt
3
4
100
1000
Axial Effective Stress (Ibs)
10000
Frost L0009
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
Swell Data
Swell Pressure (psf),, 5000
Percent Swell: 1.5
M
M
M
10
M
a
a
Phonw 303-688-5151
Boring Number: B-2
Depth (ft). 8
Moisture Density Data
Before Test
Initial Wet Density cf): 122A
Initial Dry Density (pcf): 94.9
Initial Moisture (%): 29.0
After Tost
Final Wet Density cf): 124,6
Final Dry Density (pcf): 96.3
Final Moisture (%): 29A
10000
Wial Loading
Inundation
Final Loading
xial Strai I
Stress (lbs)
N
initial Loading
In'Un
PON=-
�inal Loading
M
M
M
10
M
a
a
Phonw 303-688-5151
Boring Number: B-2
Depth (ft). 8
Moisture Density Data
Before Test
Initial Wet Density cf): 122A
Initial Dry Density (pcf): 94.9
Initial Moisture (%): 29.0
After Tost
Final Wet Density cf): 124,6
Final Dry Density (pcf): 96.3
Final Moisture (%): 29A
10000
Wial Loading
Inundation
Final Loading
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
Swell Data
Swell Pressure , s_&ATIA
Percent Swell1.1
pmm�!W
M
M
I
Boring Number: 11-2
Depth (ft): 13
Moisture Density Data
Before Test
Initial Wet Density (pcf): 120,2
Initial Dry Density (p f): 90.6
Initial Moisture (%): 323
After Test
Final Wet Density (pof)- 122.8
Final Dry Density (p f): 92A
Final Moisture (%): 314
HE
H
H
M
z
North Office
South Office
Oesign
v #--
9197 W, V1 Ave, Suite I 100
210 5th St. Suite 200
z
LaKeW00d, CO 80215
Castle Rock, CO 80104
Engineering
'J
Inc
U) 8 8
Phone: 303-688-5151
wwwcredesignengcol
Client: Kim Elliott
Project Number: 16-6732
Location: 2921 Chase St,
City, State: Wheat Ridge, CO
Swell Data
Swell Pressure , s_&ATIA
Percent Swell1.1
pmm�!W
M
M
I
Boring Number: 11-2
Depth (ft): 13
Moisture Density Data
Before Test
Initial Wet Density (pcf): 120,2
Initial Dry Density (p f): 90.6
Initial Moisture (%): 323
After Test
Final Wet Density (pof)- 122.8
Final Dry Density (p f): 92A
Final Moisture (%): 314
HE
H
H
M
z
x
Design
North Office
9197 W, 6rh Ave, Shite t
Booth office
100
210 6th St. Suite 200
Engineering
Inc.
Lakewood, CO80215
Castle Rock, CO 80104
Phone: 303-688-5151 www.crodesignong.com
Client: 3r� Ifiott
Boring Number:
Project lltmb r, 16-6732
Depth to Ground Water ft),
Location: 292. Chase St.
Depth to Bedrock ft �
S
City, State: Wheat Riggs, CO
Total Depth (ft):
2
Drill Date:
2/26/16
raUthalogic Layers
!K011
Cary Measure ria
Density Content
sznc Percent
Legend
z
Symbol
(Pcf)
swell 4200
Lift, clayey sand, rnoist, loose, dark brawn
Top Soil
13112
Fall
Sandy fe an c§ y, r€ o st, stiff, brown wl
calcareous CL 105,6 2011
(r i 5&0 Asphalt
deposits
!
Concrete
Loan Clay (CL)
Fat Cly ( a
+1
CL 943 26.E
13 911 Silty Cly (CL—ML) .
Well Graded Sarid lS
10
;lyes Graded Sand Won Silt (S -S ) � ,
Weft Graded Sam Me Clay (Sill -SC)
5019
CL tt 1,2 27.4
77,0 Poorly Graded Sand w, In Silt (SPS SM)
1 L bayston , oraist, hard, tsrayash brown
and olive w/
Poody Graded Sand with Clay (SP -SC)
c rbaarraceous deposits
saty Sand (Sly(
1Y sand (SC)
Silty Clayey Sant (S(}- ) ;a
Silt (L)
ON
Eo tk: SO (MH)FTJ
To—
Gra is
�m
oayss+n
sandstorm
60/10
90,0 31A
Siftstons
Conglomerate
Peat
cal
Auger Refusal
Water Depth at Doll
Equilibrated Water Depth
0
Not EnccKtotered W p � � E
E
AND
5HOLAJ) EY"TEND
hEYC)N[,,ll GPAVEL C)IF, FMR,�,
Fl, F t T 10 - 0'
WALL5 TC111P
TO �3ACNMUJN(,,--,
ADON C,,'1,9GN
t �Y GTHER,�,,' 5 M,"],K)l -X
3 D, (),P, METAL fl, E Wl
At HC R,
ALLt. Ft,C)MI O' WAIER,
TOF' f 2Wt LL
,CM A( TED BACFAF'tu
C'411-', NCCVft',F, VVI,,"T PL)V, 'EALE to T p p
M-t,"ING 1,3ACIRLJRf,?C�Rl Fc��
,'A,,,,M()N OPi HYCRG,'".3T,ti THC LCA`5�
DO NOT AULCM LAR, f,MAC.Mr,�t
7',RAF`R'l- PURM,, BACJJILL
f3A KMLL T!"It FCUN[)AT�ON
ANP "HE NNAL, BE INTll "31U,"�)PED In-)
PRI CLUCT PONC�NG Of RM0"All, zRR�GAll"!0NI WATER AME'll 13M."M/
MFtf A`QA,(,,"ENT !�) C f0t )NK)AFt ::?N VcU,'s,
—(,'AUTRDNDO NOT Ptdl OR HNA-FtUE THE" FLC)%,V0F WArERAvm,
R,')UNEWTON WALt"" WTH DECORMNVE' G,'RAVEL AND
t:,Nt,
+NTO OR LONG, fYTEN5t0N,E"5,,
Design
DRAINAGE AROUND
BE
49S60,As
SlIlk I M suk M FOUNDATION WALL SCALE:
Engineering
Inc.p"twe
-0wv*dC0*QlM CA%,00R*VkC,0M*4 1'16
jm)m 516o
5TR"LK,Tsfi?,AL) to WA
WALL', 1
WF'i f4,-
t)ND5,"ljRE3fl,)l 540a,
'AlE L 1, 5 L 0 Ft D E3AN (,K f � L L
� ()vifo POR F!F'57' t 0'-C"'
DWJ: OR EDGW("'
TOP ? 2' Wtlk,
DO P
C 401 OVER, W'," ' CINZ "UDDLE ', 'A 'biF
DURTNG f3ACKFtLL (Ett REPORF POP,
N C)N ffil)QCX!�'AT (" OA
-DO N01' Xll(,,hh� NAACMIN't,
TRA MC' t3AC,rt' NU,
� 0 WL NMNI POL)t (",,'LUED T
WALL t EO,i ti 12' M, A50VE
W"AT()IM OF THt E\'CAVATK',,',N'
--" TO t Clf"ANN
(3,RAVEL -7
4' 0 pfrE
qDft [)RMN Mft *'ft' 00"
TO E)MIUGHT 01F�' TO A 50NAP HT
3k-'t°LL AROUND THt J"(X,)Nl,,,ATK')N ` NK)U4,E) BE, MO1,,NE[vl ANUD
IOULE) B 1't
�31'-PD I']
„C, T.>4° ANC' Ttff. F1,14AL `:'R E Wtll, ', X-) t �ul
MF',D',"'WQiX Of KA�NFAH_ RKK,A'K)N WA"�',"R MNE ',5,N()W
MELT ADUTQC EN'T %) FOUNDA:rCY"q
("AUTK"'q: CC, NOT Dlff C)P',' WE( Tirif', FLC,"W OF' ATE, AWAY FR, M
` (7t)NDDAT ()N �-WAU55 WMI 50C,. t1"GHW; AM)
POWE" �"rNl,,ENE, DC')WN5F"'C)U AN"! `3UI Cx)Crlt`,� 5H(-XA,D U16COARGE
K)t'45'
OF', NG ffXTEN5,,
FOUNDATION EXTERIOR DR;klK
Oesign M? W 6th A,,o, to," S."t SYSTEM & BACKFILL DETAILS SCACE'
n *m0d CO 402 Rock CID 60104
E gineering FOR 1,16
Inc. Pwwwe pwtw 5� CONTINUOUS SPREAD FOOTINGS
'IP
14
Mrs
7771
Depaws
ow V*S" pubft
em"ESTRAW
ow wwo ^fwo ^Vht4�
log
ol
P4
an
1, 1,49
Je
�Zfl
14
H15
IA
1,4
lks
cz>
z
0
.04 p
w
�iz
OW
Ito 0 54>
14
Mrs
7771
Depaws
ow V*S" pubft
em"ESTRAW
ow wwo ^fwo ^Vht4�
log
ol
P4
an
1, 1,49
Je
�Zfl
14
lks
cz>
z
0
.04 p
w
OW
Ito 0 54>
I
I
.11-1---- 1-- ---t --1,. 1-1-1- —1— —1- 1.--- --- -.I-- -- --l' ---- --I- ---- —.1 1--- 1,--,' 1-- -- -I--
qo
re
ST
A
i. CNII
0
HDRIM
,Mann Builders LLC
Attn: Dave Mann
Subject: 2921 Chase Street
Romestic water
Water service into building is standard I inch with -1/4 tap
Water service to water heater is ,1/4
% domestic hot and cold water piping will be ran throughout the building and branch off1/2 to serve each individual fixture,
Gas i in&
Water heater 50,000 btu
Furnaces 100,000 bra
Range 60,000 btu
Fireplace 40,000 btu
Barbeque 40,000 btu
Total load 290,000 btu
1'/4 gas main will be required
Branch for the water heater and furnace is I"
Branch for the range is 1/4
Branch for the fireplace is 1/2"
Branch for the barbeque is V2"
Andy Forbes
Owner
K & A Plumbing Inc.
64 7.5 Welch Street, 4 npadu, CO 80004 (720) X98 - 007 Fax (72(A)3,98 - 900 7
Cell (720) 421- 2.908 a,*ukkap1usnh1ng(i&ndt,,ov1
Proof of Submission , Review
mm
o Wheat Ridge
o Arvada Fire * ta u
o Wheat Ridge Water District
o 66�6tidated Mutual Water District
o Valley Water District
o TM
A Wheat "• Sxftation
• Clear Creek taiiiiitjoo District
o
Sahitation District
Sn`
* Ity of 4!jgeCITY OF WILT RIDGE BUILDING AND INSPECTION SERVICES DIVISION
7500 W 29th Ave Wheat Ridge, CO80033-8001 p.303.235.2855, 303,237.8929
agencyProof 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 comp , leted Proof of Submission form from a required
•- accepted or processed.
Date:Z�
r`
e
Name of «documents:
WheatProject Type/Description: SE� 13/4
o •se Fire Protection
o • « Fire Protection
,• Ridge Water District
• Consolidated Mutual Water District
• Valley Water District
• Denver
duty authorized representative of the agency
acknowledge receiptof documents
• Wheat Ridge• Distri
• Clear Creek
• Fruitdale Sanitation
• Westridge SanitationDistrict
• Other I
0
r
This Deed, made February 8, 2016
Between Josephine Brissette of * of COLORADO,
Kimberly Elliott, as Joint Tenants whose
al address is 2921 Chase Street, Wheat Ridge, CO $0214-8435 Cou
o, Jefferson, •COLORADO, grantee,+
assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of
Jefferson, State of COLORADO described as follows: Ity
Lot 18,
Block
Olinger Garden,
♦ s �,
also known by street and number as 2921 Chase Street, Wheat Ridge, CO 80214-8435
TOGETHER with all and sin Mar heredit -14'praj 1114'-�k ott'A'I'Via
IR wil
SIAM Dn
premises, with the hereditaments and appurtenances.
TO HAVE AND TO HOLD said premises above bar alned and described
The grantor shall and will U14" *. s f i l •♦ ♦ a w• •
x
the singular, and the use of any gender shall
be applicable *-
WHEREOF,IN WITNESS + * thison date set forthabove,
-hine Brissette
s -*
UM
of ry Pijhfsr
oy Josephine
Generated by REScheck-Web Software
Compliance Certificate
Energy Code:
2012 IECC
Location:
Wheat Ridge, Colorado
Construction Type:
Single-family
Project Type:
New Construction
Conditioned Floor Area:
2,532 ft2
Glazing Area
17%
Climate Zone:
5 (6158 HDO)
Permit Date:
calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in
Permit Number:
Construction Site:
Owner/Agent: Designer/Contractor:
Ceiling. Flat or Scissor Truss 1,174 38,0 0.0
0.030 35
Wall: Wood Frame, in, o.c. 610 21.0 010
O 9
Window: Vinyl Frame, 2 Pane w/ Low -E 445
0.300 134
Wall: Wood Frame, 16in, o.c. 610 21.0 0.0
OM7 35
Wall: Wood Frame, 16m. ox. 700 21.0 0.0
0M7 40
Wall. Wood Frame, 16in. o.c. 700 21.0 010
0.057 40
Floor: All -Wood JoistlTruss Over Outside Air 1,343 38,0 0.0
0M6 35
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 2012 IECC requirements in
REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Flame Title Signature
-Date
Project Title: Elliott Report date: 06/14/16
Data filename: Pagel of 8
REScheck Software
Inspection Checklist
C�(J
Code: 2012 IECC
RequiremenM 0.0% were addressed directly in the REScheck software
Text in the "Commen surnitions" column is rovided bi the user in the REScheck Rewirements screen. For each
NOUN UNION OWN"i "I - Mi
+�u
Additional Comments/Assumptions:
Project Title: Elliott Report date: 06/14/1
Data filename: Page 2 of
Additional Comments/Assumptions:
k. hl g Ipact t tr i ...__ s rrrE irr ct t r ) _w... Low Impact (Tier 3)
Project Title: Elliott Report date. 06/14/16
Data filename: Page 3 of
402.1.1, Glazing U -factor (area -weighted l,l_ OComplies See the Envelope Assemblies
402.3.1, average). Oboes Not table for values.
402.3.3,
402.3.6„ plot Observable
402.5 ONot Applicable
[F211
Fia.+i �"ttt�"� Y"t1TM�^'�r.1 X'iS+ �3 ��^^y w,,,.««a ,......«............... .,.,..w.»„. .»m..«......w..:,,....�...,.........,.»,....,,......«,.,.,..,.,,.
.1„I -factors of fenestrat onWprodaicts + yu > > ' J1 °Yt }iY`t y U v Sri"tt itvx yE 10Complies
[FIt4a are determined i accordance ` szvt'nv yatjYip iY,w\ a ar\11i s Y$ }i % t
ODoes Not
with the NFl1C test procedaire Cbr t' ti's 'i t1 fi nal a} a t' a1 x a t l as si '
taken from the default i ililiiil lt�t\ iGt arnaxizj,it}t°eis$ekz,i ra'u't\, %ha�te ONot Observable
p
9.,,..PNt Applicable
tllux„«�..,« ..._........ ,._ a,..„.�............._...w.._.__..w_,.,.,......_.,._..,�......_._,..._._�.._�,.
402.4.1.1 Alr ba °er and thermal barrier n 11jµ4> t c ck� i,'�l'X a zh �SzuYa J Aj a rat a; timplie
it,5a4\\U�i�.�a,t iylyll`xta -� C`a`niz bJ\l'j 11 Zi 'tiaS 11?`
[FEi23] installed per manufacturer's �\��Y\�t'�����i�t��',i�p��$��,�1��u��������j����Ces Pf+at
instructions, \in l �lix+sac � a " x � alt
Not Observable
tk t as v� Yb�n §\ n� 1�UX t Viet+ r g
4w.iNt Al3pl}x'.171
402.4,.3 Fenestration that is not site basila to � \\ ��V �r�s v� � � � 1� � � �� ,� ��� ��x''k C s�iplies
[FR201Is listed and labeled as meeting n`'a Y�} i��� � va,��� �� �Y #1�'t ��� t ��a� i cse Not
AAMA D A1CSA 101/i.S.2/A440 r t x G XYZ i xnn{t t n\ n a} zxnit +,v+ n \x
or has Infiltration rates per FIFRC _ , ` 1 'U � �c`ti ,; IUc t C? serva le
400 that do not exceed code
_ _ _ U $'} x1Flfizvlyillit ma' `ja ti }lt�\3j pp
li able
limits,
j z,rl�� alt 1ez�` 34 +lYj t\,,,y xS'Jv\ t n+ S a -zvr +ltay + +rtS} �Cda Iies�W
4.4+.. «. _«ICmmi"ated recessed fighting fiYat4lrc's
l R sealed at housing/interior finish
and labeled ata indicate 2. cfrn aiSt si a $iex4za a 5't \ va `F \ ; l��plt9esryl Ii3t
leakage�9
at P Pa.
�� ,.�«.«............. .».. ...,....._.....�.._,.�_,.«......._.,.«,_...,.....,.....,,.
403.2=1 Saspply d c'ts !n attics are - R- E]Cornphes
[F 12[1 insulated to I1-8. All Cather ducts Il- It- ODoes Not
in unconditioned spaces or
outside the building envelope are !"lot Observable
insulated to fl -6. ONot Applicable
403. 2,2 , All joints and seams f air ducts.ti Complies ...
[FIt1.31a air handlers, and Filter bastes are Y li, is t\ ,xn ins i }71\ ,\ „ 1, ri k�
t S +, i�t�1�; rfiv,zl:az1 x t ,i azv X�, Does Not
sealed, ai n�1uv n �1isa} t+�ky�avxt xaX 1i,�ti �w�
§ i �ti\, Jt iJ+siu��l}`htyi \vn i+\+',isl�i�i\l 4rv'ctrVi v 4i�+ \
i91CPt Observable
_
Not Applicable«_.
i `orn to xnn la, ya 1+t ?z+�lS} iu 1, a 1`i' \ `� iv`\r<t�15 lxala 1^§
4113..3«m ««Oaiildingwcavatle are i1Ckt Used^s^ x v'\ va ( �r,xY t}1,,ni 1Yn\>'t`tirttixtn?n�lxxv4��ntas'uG...iCC}iilpll�a
,
[F 1 ducts or plenums. "lzz ti txia7� a l s' , !mat p ti talo\ ,il � i +� p�
al, xt+lli.'1 illU1+.+wn'�,mxy:� itn\lvt i..a.��4Cies l�#cit
„? `i a txav ,� t iC i t i v1 a$ 1 � `'EINot Observable
'w , it+t z,,,,,, , 3+ ...A,;1,aa,,. ithut,�...,a,:..al 3 tlt,k%1�,..«a„
4013 HVAC piping conveying fluids It- - ElComplies
above 105 QF or chilled fluids 0Does Not
below 55 QF are insulated to - ONot Observable
ONot Applicable
i ^v^\i1 tt tat , ,n��x\ Yi1 t 1^?Jt a it
403.3 1 Protection of insulation on HVAC "1 � �,' +n+�+ vlv�l� tY tt x ,ilvtilts C�Coirs Iles
g'Fp241piping, lv�”"s,s\iia.�ztei{tv1}sO p
l Does Not
1 i int }i 'aiJ�i ii V�� , i„ia�k ti tnY F g ta�its xl� .5, ti.��11¢xper.
s t tat, Jl UL tijl iii:A� is �,it'� 'n� �'i'11 11 mi+x`~ i`'e t,}S�ti1 i3ONot Observable
ONot Applicable
403.4.2 «Hot mater pipes are insulated toM^ 4 - OComplies
-1 ODoes Not
w loot Observable
.l_Rlot Applicable
403.E .Automatic or gravity dampers are
(FA19,12, installed on all outdoor air ;lit/ 'tat' r+t\ l ln,,,\ Vxt,, aryl '\`th J`` a l3oes blot
Intakes and exhausts, i+� lvi � tt i a tY'C tts�lx ``z,+t�x�tstA'
J b \ }tt t, ni'i''1 ' tt Orth it K� � �; Si �C�a?seCilaale
N'.
m _e
E 1 tar h
Impact ti:dr 1[
We turn IpTier
Impact ( 2} 3 o I pact (Tier }
�« _ ._._ _
ProjectTitle: Elliott Report date:: 06/14116
Data filename, Page 4 of
Project Title: Elliott Report date: 06/14/16
Data filename: Page 5 of 8
Additional Comments/Assumptions:
Impact (Tier 1) s hens ]mp ct (Tier ) .rvw...wF .Low 1 pact (Tier ) ._.......
Project Title: Elliott Repeat date: 06/14116
Data filename: Page 6 of 8
402.1.1, Ceiling insulation R -value. R-_ R-_ OComplies See the Envelope Assemblies
402.21, C] Wood C] Wood C]Does Not table for values.
402.2,2, Steel C] Steel ONot Observable
402,2,6
[Fill' ONot Applicable
4,
w
303.1.1.1, Ceiling insulation installed per ties
3012 manufacturer's instructions. Not
(F " 1211 Blown Insulation marked every bservable
300 ft:2� it
pplicable
40Z23 Vented attics with air permeable ties
tFI22J2, insulation include baffle adjacent Y "I oes Not
to soffit and eave vents that
15Not Observable
RON,
,0
extends over insulation.
Not Applicable
402,2.4 Attic access hatch and door R-_ R__ OComplies
[F1311 insulation L -11 -value of the Oboes Not
adjacent assembly. ONot Observable
Not Applicable
402,4.1.2 Blower door test @50ft.<=5 ACME 50 ACH 50 OComplies
[F[17]1 ach In Climate Zones 1-2, and ODoes Not
<=3 ach In Climate Zones 3-8.
ONot Observable
Not Applicable
403.2,2 ------- &U–C—t 0— O
0Corry lies
CF1411 cfm/100 ft2 across the system or ftp ft�_ Oboes Not
101 <=3 cfm/100 ft2 without air of Observable
handler 25 Pa. For rough -in
tests, verification may need to ONot Applicable
occur during Framing Inspection,
403.12,1 Air handler leakage designated M'wu�
101
[F12411 by manufacturer at <=2% of
M
design air flow.t air til i+3ot
rvable
I'M"Kv
,
6M,
1i i pp
able
40111 Programmable thermostats Saes
MOP installed on forced air furnaces, . . . . . . . . . . . . . . . . . . . . . 1 - - - - - - - - - - - - - - Not
oNot Observable
1 ONot Applicable
403x1.,2
Heat pump thermostat installed Co plies
["101�,, on heat pumps. ODoes Not
ONot Observable
. . . ...... 'M.
Circulating service hot water
UCompfies
M M -M M
6 01,
systems have automatic U9 �10'1�N,� , I
"" '10014' "o -
OEM. MI. ,
M M.M, SM
I3 }es Not
accessible manual controls. 00_M
.1, M, , " M
nNot Observable
403,S1,, All mechanical ventilation system
ties
tFl2tV fans not part of tested and listed
Not
HVAC equipment meet efficacy
bservable
and air flow limits,
Applicable
404,175"36lamps in
lies
permanent
(FI611 fixtures or 75% of permanent
Not
fixtures have high efficacy lamps.
oes
ONot Observable
Does not apply to low -voltage
5,11"M
gt
liahtina.
ONot Applicable
_T_ liiiiedi`uW I mp_act(_Tiii . . . . .........
......... .. . ...
1 High Impact (Tier i) Low Impact (Tier 31
Project Title: Elliott Report date: 06/14/16
Data filename: Page 7 of 8
♦ •Comments/Assumptions.
Project Title: lliott Inert date: 06/14/26
Data filename: Page 8 of
C 2012 IECC CEnergy tt1.
�(j Efficiency
1 t 1 1 tt tt t ti r o*
a t
Above -Grade
Below -Grade 0.00
Floor 38.00
Ceiling T Roof 38.00
Ductwork (unconditioned spaces)
Window 0.30
Door
r"
Heating
Cooling System:
Water Heater.,
t
Date:
Comments
Krish Graham
From: mannbuilders@aol.com
Sent: Thursday, June 2, 201610:49 AM
To: Krish Graham
Subject: Fwd: 2921 Chase Street
Attachments: ATT00001,htm; 2921 Chase St Pg2of5 5-28-16,pdf, ATT00002.htm; 2921 Chase St
Pg5of5 5-28-16.pdf; ATT00003.htm
Kristi
Attached are changes for 2921 chase st.
There will be no roof drains. Other requests should be done soon. I'll forward gas piping diagram and fixture
count. Thank you.
Dave
Sent from my iPhone
From: Kevin Wytrykusz <kgyLinwyLy r kusz &nnail. m>
Date: May 28, 2016 at 1:33:04 PM MDT
To: David Mann <mannbuil LrsCaLaoI.corn>
Subject: Re: 292.1 Chase Street
Dave,
I added drywall to the ceiling of the crawlspace. It looks like 2012 code requires it, This is an
option if you want.
htti)://Nvww.t)robuilder.!Iom�/blo-,�/simt)le-strata L),ies-meet-irc%E2%80%9£)s-n�cw-ftr�e- r�otectign-
reauirernents
The window schedule is also updated for the tempered glass locations.
On Fri, May 27, 2016 at 4-28 PM, <mannbuiIdersC&,aoIcom> wrote:
I guess they need a few things.
Sent from my iPhone
Begin forwarded message:
From: Kristi Graham <bffabarn Z�ci.wbeatrid �c-co.us�--
L��
Date: May 27,2016 at 9:01:33 AM MDT
To: "mannbuilders(&aolcom" <rnannbuilders(iu aol.corn>
Subject: 2921 Chase Street
ME=
We are in need of the following documents to complete the review for the new
hone at 2921 Chase Street.
1. Provide stair details on a full size sheet. The print on the 8 V2" x 11" sheet is
too small.
2. Provide a single line gas piping diagram; include all gas burning appliance
and BTU's of each appliance, show pipe types, lengths and sizes from gas meter
to each branch line and to each appliance (02413, G2414).
3. Provide detail showing fixture count, developed length, supply and service
line size, sanitary fixtures, line size and attachment (including backflows)
showing conformance to IPC. A licensed professional may provide an analysis
showing size and computations (R 106.3).
4. Provide a REScheck report.
5. Show location of tempered windows.
6. Show drywall in basement for fire separation.
7. Will the roof have roof drains?
Kristi Graham
Permit Technician
7500 W29th Avenue
Wheat Ridge, Colorado 80033
Office Pbone: 303-235-2876
Fax: 303-237-8929
Wwwcimllea Tid cc�
�i �t o. us
a
m
9
ire
9
0
9
A
0
IIA
�'�I rtil Wn
♦
SIF
l
ao
w:
w.
9
A
0
VWk*fA4# AlIKOMM10 0"" LLC Load Shod Form Job:
Date* Apr 20, 2016
AHI By: David Hardcastle
Hardcastle Mechanical Design LLC
446 Eirn Ave, Brighton, Co 80601 Phone: 720 404 7425 Eniaff� davidhC0020a0i,com
...........
For: Elliot Residence
2921 Chase St, Wheatridge, CO 80214
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Carrier
Make Carrier
Trade CARRIER
Trade CARRIER
Model 59SP5A060E17--14*
Cond 24ACB33OA30
AHRI ref 5285417
Coil CNPV*3017AL*+59*P6AO60EI7**14
AHRI ref 7495160
Efficiency
96.5 AFUE
Efficiency
11.5 EER, 13,5 SEER
Heating input
60000 Btuh
Sensible cooling
21920 Btuh
Heating output
58000 Btuh
Latent cooling
5480 Btuh
Temperature rise
50 'F
Total cooling
27400 Btuh
Actual air flow
1281 cfm
Actual air flow
913 cfm
Air flow factor
0.043 cfm/Btuh Air flow factor
0.057 cfmlBtuh
Static pressure
0,50 in H2O
Static pressure
0.60 in H20
Space, thermostat
Load sensible heat ratio 1,00
ROOM NAME
Area
Htg load Cig load
Htg AVE C AVF
(its)
(Eituh) (Btuh)
(cfm) (cfm)
MECH
342
3225 0
137
0
LIN
903
5665 0
241
0
ST
21
0 0
0
0
MUD
70
1788 796
76
46
PWDR
35
543 120
23
7
PANTRY
76
1782 458
76
26
KITCHEN
286
3318 6637
141
381
STAIR
52
0 0
0
0
Cl..
12
640 101
27
6
ENTRY
52
1247 560
53
32
DINING
322
6051 3406
257
195
GREAT
361
5876 3846
250
221
BoWfatic values have been manually overridden
IMPRIMIS! 1 11 111111 1! 1111 q 1! 11111!111 � 1111111 11 EMMEEM
2016 -Apt, -20 14:54A1
WrightSOft' Right-S.ReS U niversai 2017 17 .0,03 RSUI 8166 Page I
C:%Users0anaXDesktop12921 Chase St.rup Colo = MJ8 Building Front faces: E
Al -l1 d 2532 30136 15924 1281 913
Other equip loads 5290 1496
Equip. @ 1,00 RSM 17385
Latent cooling 0
TOTALS f 2532 ' 35426 ' 17385 ' 1281 ' 913
Buldlitalic values have n manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8thd.
"i 2016 -Apr -20 14.54:41
Right -Suites U niversal 2017 17.0.03 RSU18166 Paget
CAUsersTianalDesktopL2921 Chase St.rup Calc = MJ8 Building Front faces: E
Load Short Form Job:
Datc Apr 20, 2016
AH2 By. David Hardcastle
Hand eastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@a0l corn
"
"M _g'N g
For: Elliot Residence
2921 Chase St, Wheatridge, CO 80214
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Carrier
Make Carrier
Trade CARRIER
Trade CARRIER
Model 59SP5A060EI7--14*
Cond 24ANBI36A**31
AHRI ref 5285417
Coil CNPV*4217AL*+59*P2A060EI7**14
AHRI ref 6356340
Efficiency
96.5 AFUE
Efficiency 14.0 EER, 18,5 SEER
Heating input
60000 Btuh
Sensible cooling
28800 Btuh
Heating output
58000 Btuh
Latent cooling
7200 Btuh
Temperature rise
50 'F
Total cooling
36000 Btuh
Actual air flow
1281 cfm
Actual air flow
1200 cfm
Air flow factor
0,032 cfrn/Btuh Air flow factor
0.046 cfin/Btuh
Static pressure
0,50 in H2O
Static pressure
070 in H2O
Space thermostat
Load sensible heat ratio
1,00
ROOM NAME
Area
Htg load CIg load
Htg AVF Cig AVF
(ft2)
(Btuh) (Btuh)
(cfm) (cfm)
MECH2
18
0 0
0
0
DEN
504
10501 6460
331
298
C
15
663 102
21
5
LAUNDRY
63
2603 2061
82
95
MASTER
204
9680 8456
306
390
• CL
78
0 0
0
0
• BATH
78
0 0
0
0
MT
28
2472 1289
78
59
M SHOWER
56
2804 1564
88
72
BED2
168
2547 1696
80
78
BATH
66
777 178
25
8
STAIR2
52
0 0
0
0
HALL
130
2744 1499
87
69
PWDR2
30
1001 230
32
11
BE103
169
4793 2483
151
115
Holdlitalic values have been manually overridden
Calculations approved by RCCA to meet all requirements of Manual J 8th Ed.
2016 -Apr -20 14:54:41
wrightSOft
Right -Smite Universal 2Ol7l7,0.03RSU18166
Page 3
CAUsers%Dnlna\Desktop12921 Chase Strup Calc = MJ8 Building Front faces; E
AH2 d 1659 41586 26019 1281 1200
Other equip loads 5056 14,30
Equip, @ 1.00 RSM 27395
Latent cooling 0
TOTALS 1 1659 ' 45642 ' 27395 ' 1261 ' 1200
'9"fd italic values have igen manually overridden
Calculations approved try A I A to meet all requirements of manual J 8th lid.
2016,. Ap r• 2014: 54:41
wrightSOft
Right-SuiteO Universal2017 17A03 RSU18166 Page
C AUsers\Diana\Deskinp\2929 Chase Stsup Calc = MJ8 Building Front faces:
Right -M Worksheet Job:
AHI
Data: Apr 20, 2016
By: David Hardcastle
Hardcastle Mechanical Design LLC
446 Orn Ave, Bhghton, Co 80601 Phone; 720 404 7425 Email: dsvidhc0021 aoLcom
2016 -Apr -2014:541
wrights4aft, R'�ghtSuiteOUniversai2Ol7l7.0,03RSU18166 Pa
C�Wsers\DianaOesktop\2921 Chase Stsup Cale - MJ8 BuOding Front faces: E
Right -JO Worksheet
AHI
Hardcastle Mechanical Design LLC
446 Orn Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidho002@aoi.com
Job
Date: Apr 20, 2016
By: David Hardcal
11 �111111111w! 111pi 'ININ"
414- wrIghtsoft, 2016 -Apr -2014:54:41
Right-SuiteS Universal 201717,0.03 RSU18166 Page 2
C�kUsers0anakDeektop\2921 Chase Stsup Catc - MJ8 Building Front faces: E
Right -A) Worksheet
AHI
Hardcastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 801501 Phone: 720 404 7425 Email: da\tidticOD2@aol.com
Job:
Date: Apr 20, 2016
By: David Hardeasi
AA- wrig 2016 -Apr -20 14�54:41
htaoft' Right-$UfteO Universal 201717,0.03 RSU18166 Page 3
A& C:XUsers\MandiDesktop\2921 Chose St,mp Calc - MJ8 Building Front faces: E
ti fi ht -M Worksheet
AHI
Hardcastle Mechanical Design LLC
4461 Brn Ave, Brighton, Co 80 601 Phoiw 720 404 7425 Email: davidhcG02@aol.com
Date- Apr # 2016
David
wrightsoft'
Right-SurleO Universal 2017 17,0M RSUI 8166 Page 4
CAUsers\Drana\Desktop\2921 Chase Stsup Calc - MJ8 Building Front faces- E
Right -JO Worksheet
AHI
Hardcastle Mechanical Design LLC
446 Edm Ave, Brighton, Cc 80601 Phone: 720 404 7425 Ema�l: davidlic,002@ao9.com
Job:
Date: Apr 20, 2016
By: David Hardcasl
-ek- wrightsoft 2016 -Apr -20 14�54:41
Right-SufteO Universat 2017 17,0,03 RSUI 8166 Page 5
C:\Users0anakDesktopI2921 Chase St,rup Calc - MJ8 BuRding Front faces: E
Right -M Worksheet
AHI
Hardeastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 80601 Phone: 720 404 7425 EmaiV davidhcD02@aot.com
Jot):
Date: Aipr 20, 2016
By: David Hardeasl
RUM
-----------
wrightsoft, 20MApr-20 14�54AI
Rgtht-SulteO Universal 2017 17,0.03 RSU1 8166 Page 6
C:%UsersQana\Desktop\2921 Chase Strup Calc - Wit Building Front faoes: E
Right -JO Worksheet Job:
AH1 Date: Apr 20, 2016
By: DavId Hardeastle
Hand castle Mechanical Design LLC
4,46 Elm Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhcOO2@aol.com
2016 -Apr -20 14:5441
Right-SuReO Universal 201717.0,03 RSU18166 Page 7
C:\Users\DhmaMesktopN2921 Chase Stsup Cale = MJ8 Building Front faees� E
Right -JO or
Hardcastle Mechanical Design LLC
448 Eine Ave, Brighton, Co 80601 Phone: 720 4N 7425 EmaW davidhc002@aol.com
..
Date: p 0 2016
David Harfical
wrightsoft, Right-SuReS Universal 2017 17,0,03 RSU18166 Page 8
C�U.Jsersk[iiana\Desktop�2921 Chase St.rup Cafe = MJ8 Building Front faces: E
R1ght-.10 Worksheet
AH2
Hardcastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 80601 Phorm: 720 404 7425 Email: davrdhc002@aoi,col'n
Job:
at Apr 20, 2016
By: David Hardcasl
Calculations aDt)Loved by ACCA to meet all reqvirements of Manual J 8th Ed,
20WApr-20 14:54:41
444- wrightsoft, Right-SuitaV Universal 2017 17,0,03 RSUI 8166 Page 9
C�Wsers\DranakDesktop\2921 Chase St.rup Caro - MJ8 Building Front faces: E
wawa Right -J& Worksheet
AH2
Hardeastle Mechanical Design LLC
446 Elin Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhc002@aot.com
Job:
Date: Apr 20, 2016
By: David Hardcastle
2016 -Apr -20 14:54:41
wrightSCOV Right-SufteO Universal 2017 17,0,03 RSUI 8166 Page 10
C�\Users\Diana\DesklopX292l Chase St.rup Calc - MJ8 Building Front faces: E
Right -JO Worksheet
AH2
Hardeastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: daVWhc002@aol,com
Job:
Date: Apr2O,2016
By: David Hardeastle
2alculati2ns a122Loved by AQ�a t2 mte_t all LeguirtMeat_s of Manual J 81h Eg,
-44-wri[ghtsoft- Right-$ufteV Universal 2017 17,0.03 RSU18166 Page 12
2016 -Apr -20 14:54AI
CAUsers\Dnma0esktop\2921 Chase St,rup Calc = MJ8 Building Front fares: E
Right -JO Worksheet Job:
AH2 Date: Apr 20, 2016
By: David Hardcastle
Hardcastle Mechanical Design LLC
446 Elm Ave, Brighton, Co 80601 Fah w 720 404 7425 Email: davidhc002QaoLcorn
Calculations a2Lroved bj A t2 meet all reguirements of Manual J 8th Efj.
2Q16 -Apr -21714:54:41
Right -Suit % U not ersai 2017 17 .0.03 RSU 18166 Page 13
CAUsers0anzsDesktOpQ921 Chase St,rup Calc = MJ8 Building Front faces: E
Right-MWorksheet
Hardeastle Mechanical Design LLC
440 Elm Ave, Brighton, Co 80601 Phone: 720 404 7425 L -snail; davidhc002 c� aoa .co
..
• ► 2016
.: David Hardcastle
wrightsoft,
Page
Right -JO Worksheet Job:
AH2 Date: Apr 20, 2016
Hardcastle Mechanical Design LLC By. David Hardcastle
446 Eim Ave, Brighton, Co 80601 Phone: 720 404 7425 Email: davidhcG02@aoI,com
C&ufafion§ aQRnovo dbj,RCCA to Meel all reguirements of Manual J 81b Ed.
2016 -Ain -20 14.54,41wrightsofV Right-SurteO) Universal 2017 17 .O 03 RSUI 8166 Page 15
G:1UsersQanakDesktopQ921 Chase St.rup Cole - MJ8 Building Front fares: E
FLI -3Z 10 x 4
280
F91MUD PWDR
.
14 x 2 14 x 2
9110 x 4 76 cfm 76 cfm
76 cfm
PANTRY qx4
cfm
KITCHEN
&I(?X4 jk10x4
76 drn 76 cfm
&IOX4
76 cfm
&10X4 GREAT
100 drn
& 10 Lx4
100 cfm
Job #:
Performed by David Hardcastle for:
Elliot Residence
2921 Chase St
Wheatridge, CO 80214
am
M
DFA, 10 x 4
__Aa
CR:Z 10 x 4
64 Cftn
E4-4 x 12
ENTRY
STAIR CL
0 x 4
3 cfm
Hardcastle Mechanical Design LLC
Scale: 1 : 70
Page 1
446 Elm Ave
Right -Suited l-hiversal 2017
Brighton, Co 80601
17,U3 RSU18166
Phone: 720 404 7425
2016 -Apr -20 14:56:03
devidhc002@aol.com
.,Qana),Desktop\2921 Chase St.rup
Job #:
Performed by David Hardeastle for..
Elliot Residence
2921 Chase St
Wheatridge, CO 80214
446 Elm Ave
Brighton, Co 80601
ihone, 720 404 7
Scale: ]:70
Page 2
Right-SuiteS Wversal 2017
ITOM RSU18166
2016 -Apr -20 14:56M
QanaXDesktop\2921 Chase St,rup
Job #:
Performed by David Hardcastle for:
EMot Residence
2921 Chase St
Wheatridge, CO 80214
Z��
M
Scale: I : 70
Page 3
Right-SuiteO LlniverW 2017
17.0.03 RSU18166
2016 -Apr -20 14:56:03
,Qana\Desktop\2921 Chase Sirup
ww"Ok it"haakc* Ow" LLC Duct System Summary Job:
Date: Apr 20, 2016
AHI By. David Hardcastle
Hardcastle Mechanical Design LLC
446 Orn Ave, Brighton, Co 80601 Phow 720 404 7425 Email: devidhc002@aol.com
gg-
For: ElliotResidence
2921 Chase St, Wheatridge, CO 80214
Soldfitafte values have been manually overridden
2016 -Apr -2014:54:50
wrightSOft' Right-SufteO Universal 2017 17,0,03 RSU18166 Page 1
Z& C:g.Jsers0anakDesktop\2921 Chase St.rup Cato = MJ8 Building Front faces: E
Heating
Cooling
External static pressure
0.50
in H2O
0.60 in H2O
Pressure losses
0.14
in H20
0.39 in H2O
Available static pressure
0.36
in H2O
0,21 in H2O
Supply / return available
pressure
0,263 / 0,097 in H20
0.153 / 0,057 in H2O
Lowest friction rate
0.108
in/100ft
0M3 in/100ft
Actual air flow
1281
cfm
913 cfm
Total effective length
(TEL)
334 ft
Design
Htg
Og
Design
Diarn
H x W
Duct
Actual
Ft g . Eqv
Name
(Btuh)
(Cfm)
(drn)
F R
(in)
(in)
Matl
Ln (ft)
Ln (ft)
Trunk
CL
h
640
33
7
0,132
4.O
Ox 0
ShMt
24,8
175,0
st15
DINING
h
1135
103
78
0,063
6.0
Ox 0
ShMt
24.0
220.0
st14A
DINING -A
h
1135
103
78
0.070
6.0
Ox 0
ShMt
25.0
195.0
st14
DINING -B
h
1135
103
78
0,082
6.0
Ox 0
ShMt
18,0
170,0
st15
ENTRY
h
1247
64
39
0,139
4.0
Ox 0
ShMt
19,2
170.0
stl 5
GREAT
h
1282
100
88
0,064
5,O
Ox 0
ShMt
39.0
200,0
st18A
GREAT,A
h
1282
100
88
0M3
5.0
Ox 0
ShMt
20,0
145.0
st17
GREAT -B
IT
1282
100
88
0,064
5.0
Oxo
ShMt
33,0
205,0
st18A
KITCHEN
c
1106
28
76
0,092
6.0
Ox 0
ShMt
37,0
IMO
st18
KITCHEN -A
c
1106
28
76
0,066
6.0
OX 0
ShMt
32,0
200,0
st18A
KITCHEN -13
c
1106
28
76
0,096
6.0
Ox 0
ShMt
14.0
145.0
st17
KITCHEN -C
c
1106
28
76
0.079
6.0
Ox 0
ShMt
29.0
165,0
st18
KITCHEN -D
C
1106
28
76
0.066
6.0
Ox 0
ShMt
27,0
205,0
st18A
KlTCHEN-E
0
1106
28
76
0W7
6.0
Ox 0
ShMt
210
175,0
st17
MECH
h
1613
82
0
0A30
5.0
Ox 0
ShMt
18.0
185,0
st14
MECH-A
h
1613
82
0
0,128
&0
Ox 0
ShMt
MO
185.0
st14
MUD
h
1788
91
55
0,135
5.0
Ox 0
ShMt
35,0
160.0
st18
PANTRY
It
1782
91
31
0A17
5,0
Oxo
ShMt
20,0
205.0
st14A
P'VVDR
h
543
28
8
0.125
4,0
Ox 0
ShMt
35,0
175.0
st18
UN
h
1416
72
0
0,209
5.0
Ox 0
ShMt
31.0
95,0
st18
UN -A
h
1416
72
0
0.158
5.0
Ox 0
ShMt
21.0
145.0
st17
UN -B
h
1416
72
0
0,204
5.0
Ox 0
ShMt
19,0
IMO
st18
UN -C
h
1416
72
0
0,235
5.0
Ox 0
ShMt
27,0
85,0
st18
Soldfitafte values have been manually overridden
2016 -Apr -2014:54:50
wrightSOft' Right-SufteO Universal 2017 17,0,03 RSU18166 Page 1
Z& C:g.Jsers0anakDesktop\2921 Chase St.rup Cato = MJ8 Building Front faces: E
fi l F #4ik ... 2016 -Apr -20 14.54.50
Ri{� ht-Sufteh)Universal 2017 t7.0,03 RSU18166 Paget
CAUsersXDiana\Desktopi2921 Chase St mfs Calc = NU8 Building Front faces: E
.
Trunk
Veloc
Duct
Type
(fpm)
Material
st14
Peak AVF
461
!#
+R..#
8
10
•
10 x
*
x
y
•
i
110
0108
•
*
mShtMett
st14
st17
87
f ae,
0,064
!.
st2
Peak AVF
37
1096
• #6
# ♦
#
12 x
22
ShtMell
st16
Peak AVF
660
311
a
st18APeakA.
744
F
t
..+xCta„i
� t ,;�.{?�? t�*
�
i.
�..1
�
�• `t
1 1
:..,�1 ytt ... Jt=,i
t • 4 R
l• sl 1
..t e. :l tliti t:.;
ta�tikk�l1'$vl�.t
• ?n�Ll lti`ti141:?
Grill
Stud/Joist
Si e
Opening (in)
# 11
t
24x 18
t
i
1
fi l F #4ik ... 2016 -Apr -20 14.54.50
Ri{� ht-Sufteh)Universal 2017 t7.0,03 RSU18166 Paget
CAUsersXDiana\Desktopi2921 Chase St mfs Calc = NU8 Building Front faces: E
Duct System Summary Job:
Date: Apr 20, 2016
AH2 By: David Hardcastle
sir castle Mechanical Design LLC
446 Orn Ave, Brighton, Cc 80601 Phone: 720 4a.
04 7425 ErnaW davidhc002@aoLcom
00 111
IWOVIN'i
r ti W A
V,
For: Elliot Residence
2921 Chase St, Wheatridge, CO 80214
Soldfilath; values have been manually overridden
2016 -Apr -2014154:50
wrightSOW Foght,SuiteO Universal 2017 17�()rOI RSU18166 Page 3
CAUsers0anakDesktop12921 Chase St.rup Colo = MJ8 Building Front faces: E
Heating
Cooling
External static pressure
0.50
in H2O
0.70 in H2O
Pressure losses
O 14
in H2O
039 in H2O
Available static pressure
036
in H2O
0,31 in H2O
Supply / return available pressure
0.290 / 0.070 in H2O
0.249 / 0.061 in H2O
Lowest friction rate
0,086
in/1 00ft
0,074 in/1 00ft
Actual air flow
1281
cfm
1200 cfrn
Total effective length (TEL)
419 ft
Design
Htg
Cig
Design
[Barn
HW
Duct
Actual
Ftg. Eqv
Name
(Blob)
(cfm)
(cfm)
F R
(in)
(in)
Mail
Ln ()
Ln (ft)
Trunk
BATH
h
178
29
10
0
0
Ox 0
ShMt
0
0
BED2
h
1696
96
94
0.105
6.0
Ox 0
ShMt
23,0
215,0
sib
BED3
h
2397
91
69
0.134
6.0
Ox 0
ShMt
21,0
195,0
sty
RED3-A
h
2397
91
69
0,128
6.0
Ox 0
ShMt
MO
200,0
sty
C
h
663
25
6
0A15
4,0
Ox 0
ShMt
21.0
230.0
st5C
DEN
h
2100
80
72
0.146
6.0
N 0
ShMt
23.0
175.O
st6
[)FN -A
h
2100
80
72
0A32
6.0
Ox 0
ShMt
15,0
205.O
st6
DEN -B
h
2100
80
72
0,157
6.0
Ox 0
ShMt
20,0
165,0
st5A
Dr -NC
IT
2100
80
72
0,139
6.0
Ox 0
ShMt
8.0
200,0
st5
DEN -D
h
2100
80
72
0,125
6.0
OX 0
ShMt
17,0
215,0
st6
HALL
h
2744
104
83
0,159
&0
Ox 0
ShMt
17,0
IWO
st5A
LAUNDRY
C
2061
99
114
0.124
5,0
Ox 0
ShMt
21,0
180,0
st6
M SHOWER
h
2804
106
87
0.106
5.0
Ox 0
ShMt
37.0
235.0
st7
M T
h
2472
94
71
0.108
5,0
Ox 0
ShMt
43,0
225,0
st7
MASTER
C
2820
122
156
0,086
6.0
Ox 0
ShMt
36,0
255.0
st7
MASTER -A
C
2819
122
156
0M2
6,0
Ox 0
ShMt
30.0
240,0
st7A
MASTER -B
C
2819
122
156
0W4
6,0
Ox 0
ShMt
37.0
300.0
st7A
PVVDR2
h
1001
38
13
0.128
4.O
OX 0
ShMt
16,0
2100
stSB
Soldfilath; values have been manually overridden
2016 -Apr -2014154:50
wrightSOW Foght,SuiteO Universal 2017 17�()rOI RSU18166 Page 3
CAUsers0anakDesktop12921 Chase St.rup Colo = MJ8 Building Front faces: E
t lid 11 i
`��i��{1t 1'S*k'itt 11411
' �t`�aE
t1 k tttl�1�.y{li
Ii "? t1"il 11 11;
YYt'tktil4ly
.;:...
`tYOff
I
v,
Trunk
#
R
#�Dill
I
III HxW
Duct
Type
(in)
Material
st7A
Peak AVF
244
312
BE
0.074
702
957
8 x
i
st7
Peak AVF
566
626
s:....
s5
Peak t'
S46
Peak AVF
1000
1048
0074
726
149
1
w'
.'
♦
,.
0
ShtMetl
st5A
sti
Peak AVF
1508
14307
O074
835
16.7
10 x
26
ShtMetl
st5A
Peak AVF
246
173i
x
•
1
,tlt,}
111 d1i
1lYlt>i}
11' Ylt�1t
`111�Li1.t1'�Cq*
l�iiYXvt 1. 0,.4,
i l , ik.y1 tit i ?
.1111411 ,,.
Gri
Stud/Joist
Size
Opening (in)
60,0
0101
75i
8x
6
rblO
20x 14
566
626
71.0
0.085,
#
8x
18
rb9
IOX6
126
104
59,0
01%
5671
61
8x
4
4
lox #
182
137
70,0
0,101,
11
7.31
8x
6y
#
'!
}-7j
12,01
#
.
tt
Trunk
Veloc
Duct
Type
(fpm)
I
Material
A
Peak
#
*#
Peak AVF
20MApr-20
righ o ' Rig ht-SuiteO Universal 2097 17.0.03 RSU18166 Page
CAUsersttltanaXDesktopl2921 Chase St.rup Catc = MJ8 Building f=ront faces: G
422.6'
#
E{( a \
1 5p
# 3#
e ! # yt
4 ##
# Z #
JOP OF ARAGE, SLA5
y t #
AT EWY'T b' ABOVE
# �# G R
ff
f t
w I ##
8 NEH A^E ..E` 4 5E1 'R TAP ExTY.Kt OK K'MI Typ
:J426.60
1/4' - 0'-O'
zomwF R -W
WFE Lar W<l SF,
Auo�-AMZ coVERAOF 5Y STIA4,' MINES 2500 SP
&ARA, "4
2,40 C.OVER.A..: E ( RE V)
ALLOK4BLE EW R T5
FRONT POR(�H 61,
PRPAd:Y FENCE
gAL.E'
....,.,_n,.,., .. a ... .. .............«,... �a=xi�..$f'� ...............,, «............ .. ,. _„,..w .,.,�...:....+... ..w,n.+..
mm
A
mm
EM
it s a>
Ex1sNiq (s+17dl1nd
A+M DETAI1 AA
No scsio
5425,'V
mm
[oE FAcfAOrE .d
EX EK aC7N OR C ASag B aT K
1} }t Y t t t y @b F.;
{moi ER,,C�? , �T LQ 1 QMr
542142'
I
4cx TO FA74o"
µwe''e
THEN.,.A IO PLAN 15 POP REF NCE TO F MI IP `, €'LL4 1H$ AND #IECHAMCAL. R,FER
To EN6�KEEREP FC>UNDATION PLAN FOR INFORMAT$ON ON 5TRlXrLRAL FOWDATION DETAILS,
MtNlKk4 DEPTH. FOR ALL FC ` µ Ai"EaLO6 25 PER LOCAL WILMNS COPE,
FC AFta.'ntC7tk `#d5@b,ARE FRC. tl OUT54DE. OF POURED C'L'. '."# E. e KALL TO OUTS+MIE OF
PC .V GONCRM HALL WLE55 OTHERAME"NOTED,
ABOVE 64ZAi?E P} MEN-aXOF15 ARE FROM ¢„iW5111E FACE OF 5TUC) TO 00SIDE FACIE OF SW
LNL •55 0TWRko5F P40TFDI
t+NS&W HEAi>FZOOM C.LE.ARANC.E #id EACH STIFkA+Y § Ca'- ". 'TOP OF, HA -, RAdL,5 35 TO EW
' . A50VF rW, N05IN6Or (W� TREAVS, BALL TEP5 GALL W)T ALLOH A 4'
P#.,kME'3'E:R 5PIEPZ TO PA55 iHROY:eK
OV€Op A'L` L..E.A5T ONE FMERa-aFWLY E5C::APE KNDOki IN AL2,, 1-51,CEg 049 AREA;,T 70 WNFC'J9,-',l4^A
TO ALL LTLdLL01t,* 60a7E1.
HOME
$ # OTOP OF MA. N Ftt".. R
# 9 E :`LOOP 5426,7`
#
# # #
# g
9#
st
#
L# #
JL
RL-VI-01
PHELL G?
9
d
# E ex sRao%I. HALE rra
_3 g
it 1'qi
# # @ #
[oE FAcfAOrE .d
EX EK aC7N OR C ASag B aT K
1} }t Y t t t y @b F.;
{moi ER,,C�? , �T LQ 1 QMr
542142'
I
4cx TO FA74o"
µwe''e
THEN.,.A IO PLAN 15 POP REF NCE TO F MI IP `, €'LL4 1H$ AND #IECHAMCAL. R,FER
To EN6�KEEREP FC>UNDATION PLAN FOR INFORMAT$ON ON 5TRlXrLRAL FOWDATION DETAILS,
MtNlKk4 DEPTH. FOR ALL FC ` µ Ai"EaLO6 25 PER LOCAL WILMNS COPE,
FC AFta.'ntC7tk `#d5@b,ARE FRC. tl OUT54DE. OF POURED C'L'. '."# E. e KALL TO OUTS+MIE OF
PC .V GONCRM HALL WLE55 OTHERAME"NOTED,
ABOVE 64ZAi?E P} MEN-aXOF15 ARE FROM ¢„iW5111E FACE OF 5TUC) TO 00SIDE FACIE OF SW
LNL •55 0TWRko5F P40TFDI
t+NS&W HEAi>FZOOM C.LE.ARANC.E #id EACH STIFkA+Y § Ca'- ". 'TOP OF, HA -, RAdL,5 35 TO EW
' . A50VF rW, N05IN6Or (W� TREAVS, BALL TEP5 GALL W)T ALLOH A 4'
P#.,kME'3'E:R 5PIEPZ TO PA55 iHROY:eK
OV€Op A'L` L..E.A5T ONE FMERa-aFWLY E5C::APE KNDOki IN AL2,, 1-51,CEg 049 AREA;,T 70 WNFC'J9,-',l4^A
TO ALL LTLdLL01t,* 60a7E1.
HOME
NIMT
PRAV(
DA -El
RL-VI-01
Aar a
Occupan
sLfrye
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.
Foundation Inspections
Monolithic Slab Reinforcement
Wiging
i Concrete Encased Ground (CEG)
IBM
TZ
ins IIIIr
Underground/Slab Ins ctions
pe
is
Initials
r47#rNTFr#r#11
Plumbing (Below/ In -stab)
Heating (Below In -slab)
min Mw
Rough Inspections
Initials
Wall Sheathing
Lath/ Wall rie
Rough Electric
Rough Plumbing
Rough Mechanical
I
"111111 III 191 Mi li
Final Ins:s # i Inspector
als Comments
Initi
Final Plumbing
Final Mechanical
Final Building/ Frame
Landscaping & Parking Planning Dept.
ROW & Drainage / Public Works Dept
Fire Inspection / Fire Protection Dist. W
"Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy Is issued. Approval of the Final Building Inspection does not constitute authorization of Occupancy.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
FOR OFFICE USET}
City l --
45E
iat [�.dgc- 9 COMMUNITY DEVELOPMENT phwbp~#
00 W. 29th Ave., Wheat Ridge, CO 80033 Man Review few
303-235-2855' 303-237-8929
7
Inspection Line: 303-234-5933
Email: Its � r is
Address:same
Fox Enterprises
branfox@gmaii.com
,Demolition
' !♦
excavater
.• •
• e s
•a a
Mer,hanical.,
Wait, City License
Complete all information on BOTH sides of this form
w er •DAM F
d • R 1 JII !1 # IIW � tl6 IY
dental home. Work as Mt.. done is complete
wt demolifion of
iy existing
M !' t • N 'N
Porch and attached garage.
Amps Squares
zt V ' : (Contract value Or the 00stOf &Otaterials and latter includW in the #aft project)
$5,000
�#*W (007" (CONTRACTOR) gr (AVEHORIZED REPRESENTATIVE)
:i F.
EdIn Williams
I understand that checking titis box, that I
acknowledge that this constitutes a legal signature.
Colorado Department of Public Health and Environment
Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit
4300 Cherry Creek Drive South, APCD-IE-Bi
Denver, Colorado 80246-1530
Phone. 303-692-3 100 — Fax: 303�782-0278
E-mail: asbestos@stateco.us
DEMOLITION APPROVAL,, NOTICE
This approval notice is granted subject to Colorado Air Quality Control Commission Regulation
No. 8, Part B, adopted December 21, 2007, and eMetive January 30, 2008 and the Colorado Air
Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies
that the
that You Ch6tic with county and municipal authofities *in order to dettrraine any I'll, other local
building/pcnnitting requirements that must be met.
Please note that certain asbestos-tontaining materials (ACM) way remain in the structure
during demolition. Theirefort, any demolition debris left behind after the completion of post -
demolition Ate cleanup may constitute a "reason to know of asbestos -contaminated soil"' at
the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR
1007.2, Part 1).
THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES.
Immediately notify the AsbestoslMQ Unit ofproject modylications byfax (number above) or e-mail
(address above) and the appropriate county health department byfay project modyt-cations include
changes in the scope of work or the scheduled work dates, etc.
This demolition approval notice is valid beginning 5/3/2016,
The actual scheduled work dates are from 5/3/2016 through 6/3/2016.
Approval issued on: 4/27/2016
Record number: 116840
Nofict er-, 1,\6JE2,,.4,(,iT)
For the location specified below:
SFRD
2921 Chase St.
Wheat Ridge
Jefferson County
This notice has been issued to:
6300 W. 49th Dr
Wheat Ridge, CO 80033
Fee Paid.- $55,00
&&iL121
MMI'm
Oerek DAvignon
C ationNo.: 10177
Issued by: RWJ
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number: 15267
Date: 3/26/03
Property Owner: JODI BRISSETTE
Property Address: 2921 CHASE ST
Contractor License No. : 21570
Company: A-1 ELECTRIC COMPANY
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 303-420-7625
Phone: 303-227-9223
Total:
$1,800.00
$82.16
$0.00
$21.60
$103.76
I hereby certify that the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED;;---- .r DATE5~J6 -03
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Description:
UPGRADE SERVICE
BUILDING DEPARTMENT USE ONLY
Zoning Comm.el]!s:
Approval:
Zoning:
. "_-,"N0-',>
BuilQIOg Cqmments:
Approval: OK/MLC
Public vVQrks Commilnts:
Approval:
Occupancy: Walls:
SIC:
Sq. Ft.:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval :
Expiration Date:
Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slale of Colorado and to the Zoning
Regulations and Building Code 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 dale or (8) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year, If changes are made 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
proceediing with successive phases of the job.
(6) The issuance f 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 th building c s or any other ordinance, law, rule or regulation.
Chie
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29m AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
A.PPLICATION
Building Permit Number:
Date:
Property Owner:::i;;ci?,
Property Address: cl q J. I
/!, rI S" S- e -f/- e-
cJ, " '> c- '5'+
Yo 7- 'ic/.o -7(,)5
Phone :::> ::>
Contractor License No.:
Company: A .:1-61 <!"c..+n '- :::r;.,c
Phone:303 - ~cJ.7 -7 d..J.3
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:$ Il5'Cooo..
Permit Fee:$
Plan Review Fee:$
Use Tax:$
Total:$
I hereby certify that the setback distances proposed by this permit application are accurate.
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
cDvenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Wheat Ridge
Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under
this ~ermit.
(OWNER)(CONTRACTOR): SIGNED
~
DATE "S-"G~-;
DESCRIPTION: <A:J noJe-.s-"'<"V{v
:;/"'d 1-<< eire-d.
Ji;'/ 4rL')4.~/f- Ci<"u.f
If."'d' Lj Ov+tc-/s
BUILDING DEPARTMENT USE ONLY
SIC:
Sq.Ft.:
ZONING COMMENTS:
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No:
Company:
Plumbing License No:
Company:
Mechanical License No:
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) This pennit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This pennit shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in
the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. Ifchanges 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 Jnspectortwenty.four(24) hours in advance for all inspections and shall receive written approval on inspection card before
proceeding with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
QEPARTMENT OF PLANNING AND DEVELOPMP'T Building Permit Number: 95-1201
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :6/14/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner: BUSS EVELYN MAE
Property Address: 2921 CHASE ST Phone: 202-1463
Contractor License No. : 17905
Company: American Siding & Cons!. Co. Phone: 425 7396
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Use Tax:
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 aSJree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W at Ff rdinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED ~( DATE (", /..y.. 7-7
Total:
$1,800.00
$41.00
$27.00
$68.00
Description:
VINYL SIDING
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
.
Expiration Date:
Approval:
Expiration Date:
Approval:
.
.
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordmances of the City,
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 120 days.
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 are made 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 twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing 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 buJ ing es or any other ordinance, law, rule or regulation.
('; ~~ {y,
(4)
(5)
(6)
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
If::?:~]
DEPARTMEh I OF PLANNING AND DEVELOPMENT Building Permit Number:
BUILDING INSPECTION DIVISION - 235-285
CITY OF WHEAT RIDGE Date:
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner:
Properly Address:
Contractor License No. :
Company:
~~~/ P-V&4. u
:;"9 ~;' iA~ J7:
1'71CJ5- D. / ,--/
01r'J~/C'~?/!-6V.4(;t'9- &r~-
,;/
Phone ::<iJ2- /.// C; 3
Phone : L/.:J3--l3;7~
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Use Tax:
/5?OO,M
v /. ("'0
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 a~ree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance wIth the Wheat Ridge Building
Code (U.B.C.) and all other applicable Whe '~i~dinances, for work under this permit.
(OWNER)(CONTRACT?~JSI~NED rSl'4.):).c',4 ~ 7?TE tf- /1"'"'7.
Description :P~/"'4 CJ ~~ ~
, p
,;;; 7- (1l!7
Total:
/.. I?' ,1_;
... 0
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning:
Approval:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
lIf--
Expiration Date:
Approval:
.1!1 iL.:_"'.:"1O......~............ ~.... :...,.. .1
.wiII!!~'~':
Expiration Date:
Approval:
(1)
(2)
(3)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of, the City
This permIt shall expire If (A) the work authonzed IS not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-hatf Ihe amount normally required, provided no changes have been or will be made in the
original plans and speclfications and any suspensIon or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that Will change the natural flow of water causin~ a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours In advance for aU Inspections and shall receive written approval on inspection card before
proceed ling With successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed 10 be a permit for, nor an approval of. any violation of the provisions
of the building codes or any other ordinance, law, rule or regulation.
(4)
(5)
(6)
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPME~T
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE. CO 80215
Building Permit Number: 95-1021
Date : 5/18/95
Properly Owner: BUSS EVELYN MAE
Properly Address: 2921 CHASE ST
Contractor License No. : 18261
Company: Pachelli's Flat Work
Phone: 202-4763
Phone: 765 4499
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Use Tax:
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 (V. B.C.) and all other applicable Wheat Ridge or. ces, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED " DATE S --;// f '/ ~
Description: CONCRETE WORK AND ASPHALT PAVING
Total:
$1,150.00
$29.00
$17.25
$46.25
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning:
Approval:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
II
Expiration Date:
Approval:
Expiration Date :
Approval:
II
II
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City,
This pennit 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 120 days.
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 are made 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 causin!;j a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before
proceediing 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 Ildln CXldesoran OJJ~egUlatlOn.
Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
(1)
(2)
(3)
(4)
(5)
(6)
,---- ."']
1172/6-= -
__ '~c:..>...
DEPARTMENT ' PLANNING AND DEVELOPMENT Building Permit Number:
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date:
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
t- Property Owner: j1I/fll2f !2r.u6/2A
+ Properly Address: ;2,q 2/ c/JC1.Se. s-t
}. Contractor License No. :
1'" Company PAcHeuAS FLriT /;1.JolZ1<
Phone: :';;:<02. 4' 76.3
Phone: 76~ '/9jc;
q If?-hib <
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee:
Use Tax:
//:';0,00>
("'0
I hereby cert,ity that the setback distances proposed by this permit application are accurate.
and do not violate applicable ordmances. rutes or regulations of the City of Wheat Ridge or
covenants. easements or restrictions of record: that all measurements shown. and allegations
made are accurate: that I have read and agree to abide by all conditions printed on this
application. and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and aU other applicable Wheat Ridge or nees. for work under this permit.
+OWNER)(CONTRACTOR) SIGNED DATE 5//1/'1
>< Descnption((?/1/Ck't;76- WoR/( -I /1 <;,PHpLT f}wirt/ Gr
BUILDING DEPARTMENT USE ONLY
2.&1
/1.
?s
Total:
L',Jlw' ~lJ!J..l !~,..
Approval :
Zoning:
~. '~~I.cu...."jl'.;J;;
Approval :
. I . . ~ . 11 ~ ~
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
.P.m!s;~ulrecr.'. ~
.lIIL""'L.. .,.
Expiration Date:
Approval:
II SP~s;Riiquij'8d:;--':;'l
Expiration Date:
Approval :
.
(1)
(2)
(3)
This permit was ISSUed m accordance Wlttl the provisions set forth in yopur application and IS Subject to the laws of the State of Colorado and to the Zoning
Regulations and Budding Code of lIVheat Ridge, Colorado or any other appltcable orQlnances of the City.
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 panod of 120 days.
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 are made or if suspension or abandonment
exceeds one (1) year, full fees shall be !=laid 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 twenty.four (24) hOurs In advance for all inspectlons and shall receive written approval on inspection card before
proceediing with successive phases of the Job.
The issuance of a permit or the approval of drawings and Specifications shall nol be construed 10 be a permit for, nor an approval of, any violation of the proVIsions
of the building codes or any other ordinance. law. rule or regulation.
(4)
(5)
(6)
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
,--" ".. '-''-'''W_',.'......... ""V.
11.11.'....................'" ..."",,,,,_.._"'11 _....It... ...Jr"1.I....
Scole: 1"-20'
LOT 23, BLOCK 8
?-- cyq (
./) ('"' -I-.
U~~ .
o
I. " r!
20'
~
OLINGER GARDENS
(r COUNTY OF JEFFERSON
\ STATE OF COLORADO
"'.
d
-L
~(
W. 3OT!l. ,~VE. l50' R.D'\}j)
>-
cy
::J
<
0....\)
rL:-
18
lEi
If-
-
0100
U)I~
I
r-
I~
I~
L~
flDJ. RES. ~,-~
~,
LOT1..t 'NI
,~
\33'
3' 11..::>' gl 77.."1'
. ~I ....".7'
57.5' t ,
V\J '" "' I w
I :;; i= ~ " f- I
1Oil: 1l..~ ;:, DC <...') I-STDR'f <.,
LJ ;S~ ...1.. 0<
Il.!~ ~ ORiCK.
..J< < .:L!i- W
!:>vl Nc.:J f-
~ '2.'7'1-\ :z
LOT 23 \).7 <<:
~ 'T"..
I ~ C> :>",II~
,,; l::! S~~ ~
3D.'O' ~
I CoON: .
5 r~tl' I :NC DRIV!;.
s~(,f UK! V t:.. -
L L \JL. ~ - -
I ~
I
.~' ! s' IZS' . ~
....,
;;.'
c:i
:;-:::
.
C)
'S)
~
'-'
~
r; ~
w
c...
~
=
133'
t f4DJ. Rc.S.
LOT LL
This property is not located within a designated flood hazard area
according to HUD Flood Map No. 085079, 1/3/83.
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR
MOORE MORTGAGE THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT
SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR ESTABLISHMENT OF FENCE. BUILDING, OR
OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE
DESCRIBED PARCEL ONTHIS DATE 7/7 IRn EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN
THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON TEE
DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND
THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY
PART OF SAID PARCEL, EXCEPT AS NOTED.
DRA SURVEYING INC.
WHEAT RIDGE..COLORADO I
.:-11:,.