HomeMy WebLinkAboutB11-0169Community Development Department
'4
75 South Frontage Road
Vail, Colorado USA 81657
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U."VAL
00'r
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Title 10, Section 10 -1 -2, ADOPTED CODES of the Vail Town
Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various
ordinances of the town regulating building construction or use for the following:
Name and description of project Hilb Residence NSFR
Address of project: 2644 Larkspur Lane Vail,Co. 81657
Owner name and address: David Hilb 1592 Matterhorn Circle Vail Co. 81657
IBC Edition: 2009 Occupancy Group(s): R3 Type(s) of Construction: VB
Permit Number(s)- B11 -0169 Occupant Load: Sprinkler System Y/ N Type:Y
-- -- 11/14/12
Martin Haeberle, Chief Building Official Date
G OM*t
otech
HEPWORTH- PAWLAK GEOTECHNICAL
August 31, 2012
Dave Hilb
Hepworth - Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
email: hpgeo@hpgeotech.com
1465 Aspen Grove Lane
Vail, Colorado 81657
(dhilb(a�comcast net)
Job No. 111 086A
Subject: Special inspection of Foundation Backfill and Structural Steel
Construction, Proposed Residence, Lot 5, Intermountain,
2644 Larkspur, Vail, Colorado
Dear Dave:
As requested, Hepworth - Pawlak Geotechnical performed special inspection of the
foundation wall backfill placement and the structural steel connections during
construction of the residence at the subject site. We previously conducted a subsoil study
for design of foundations at the site and presented our findings in a report dated May 12,
2011, Job No. 111 086A.
We observed placement and tested compaction of the foundation wall backfill on a part
time basis between September 16 and 30, 2011. The observation and testing results have
been previously provided in daily field reports. Based on the compaction test results and
our observations, the fill was placed as recommended in our subsoil study report.
Hepworth - Pawlak Geotechnical subcontractor, West Slope Testing & Inspection,
inspected the structural steel high strength bolted and welded connections on May 15 and
June 18, 2012. The daily field reports for these inspections have been previously
provided. The inspections indicate the connections were installed as specified in the
plans and specifications, and the subsequent Letter of Record for in SDS Engineering
dated May 16, 2012. The design epoxy anchors were deleted by SDS Engineering in that
letter and did not require special inspection.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH —
David A. Young, P. E.
DAY /ljg
GEOT•> q IINICAL, INC.
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n1 SEP 2 0 2012 D
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Parker 303 -811 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970- 468 -1989
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TOWN OF VAIN
FINAL REPORT OF SPECIAL INSPECTIONS 1
Project: � � ` l � � � � `� � Permit Number:
Project Location:
Owner
Address ` l �S A City: L- Zip: l b
Design Professional In Charge: ��� ! ' �4' r`� t ^' ✓� �' ��
Address: ,_ I `� ��� 9 J�� l✓
City: State: C Zip: Phone:
Fax: y 6- � 3 E -mail: 0 -\V\
To the best of my information, knowledge, and belief, the special inspections and /or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
a6aL9 =-
Prepared by:
Date
0
V
S u °
32-216 ;° g
Sri °O4°•aaa••° 0
yr�91YQNA
Preparer's Seal and Signature Required
MI5 �
nl SEP 2 0 2012 D
-12- TOWN OF VAIL
B.11ding Energy EM
1738 Kearney St.
Denver, CO 80220
1.855.365.GREEN
BILL TO:
Dave Hilb
1- 970 - 376 -2742
l0•
One Home At A Time
DATE: Feb. July 16, 2012
ESTIMATE #: 256
CUSTOMER ID: Hilb
SIHP TO (if different):
[Name]
[Street Address]
[City, ST, ZIP]
[Phone]
ITEM #
AND SERVICE NOTES
DESCRIPTION
QTY
UNIT
PRI
TOTAL
1
2 Sets
of Closed Cell/Application R -21 exterior walls @ 3" cc
2
$3666
$7,333
2
Jones
Heartz Drywall Supply (fiberglass material)
on strikes, accident or delays beyond our control. Owner
$977.31
$977.31
3
Deliv
one shall be permitted on
the property during application of spray foam without
$100
$100
*ACCEPTANCE OF PROPO
: The above prices, specifications and conditions are
satisfactory and are herel
y accepted. You are authorized to do work as specified.
A deposit of 50% will be r
equired prior to the start of the job. The remainder of
balance shall be paid upoi
i completion of the job. Failure to pay within this time
period will result in late c
iarges of 3% weekly.
X(signature)
TOT
R -VALUE FOR EXTERIOR WALL APPLICATION
R -21 WITH 3" CLOSED CELL
1-4—
SPECIAL INSTRUCTIONS
AND SERVICE NOTES
We propose hereby to fur
2ish materials and labor in accordance with the above
specifications for the sum
of $8410. All material is guaranteed to be as specified
and provided by Gaco We
rn SPF. All work to be conducted in a workman like
manner according to standard
practices. Any alterations or deviation from the
above specifications invo
' extra costs will be executed only upon written
orders and will become
extra charge over and above the estimate. All
agreements contingent u
on strikes, accident or delays beyond our control. Owner
to carry time tornado and
ther necessary insurance. Our workers are fully covered
by our general liability insurance
policy. A copy of our policy can be provided No
one shall be permitted on
the property during application of spray foam without
proper respiration device,
*ACCEPTANCE OF PROPO
: The above prices, specifications and conditions are
satisfactory and are herel
y accepted. You are authorized to do work as specified.
A deposit of 50% will be r
equired prior to the start of the job. The remainder of
balance shall be paid upoi
i completion of the job. Failure to pay within this time
period will result in late c
iarges of 3% weekly.
X(signature)
If you have any ques ons regarding your invoice please call or email
1.855.365.
Noahkmreenerav- homes.com
SUBTOTAL 8410
0 KVI
TOTAL $8410
�\e/ 6��
TOWN OF VAIL `
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970 - 479 -2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved & the permit is re- issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention: ( ) Revisions
) Response to Correction Letter
l� _attached copy of correction letter
( ) Deferred Submittal
Other
Project Street Address:
(Number) (Street) I I (Suite #)
Building/Complex Name: l`"� L— O���S(� ✓�
Contractor Information
Business Name: �d l -n (, \
Business Address: \ y 6s A w g,
City
Contact Name:
Contact Phone:
Contact E -Mail:
State: Zip:
I hereby acknowledge that I have read this application, filled out
in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according
to the town's zoning and subdivision codes, design review ap-
proved, Inter al Building and ResidentiqrCodes and other
ordinances qf the Town applicable th�reto.
Owner /Owner's Representative Signature (Required)
Applicant Information
f
a Description / List of Changes:
S
S21, QC f'
�? \ -Y-N- mss eC4 �^ -r n
(use additional sheet if necessary)
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include original valuation)
Building:
$
Plumbing:
$
Electrical:
$
Mechanical:
$
Total:
$
L I
Applicant Name: Ave— i \° Date Received:
Applicant Phone:
Applicant E -Mail: �/��1� y �JM�� -S-�
For Office Use Only:
Fee Paid:
Received From:
Cash Check # _
CC: Visa / MC Last 4 CC #
Auth #
exp. date:
MAY 2 3 101
TOWN OF VAIL
r
tructural
'n
IL • Iutions .inc
E N G I N E E R I N G
Date:
05.16.12
To:
Town of Vail Building Department
Proiect/Job Number.
Larkspur Lot 5
Letter of Record
#0504 -11
PO BOX 2494
AVON, CO 81620
PH. 970.949.7100
FAX. 970.949.3377
This "Letter of Record" is in regards to the above mentioned project. It was brought to my
attention from Pete Cope (framing contractor for the project) that the Town of Vail building inspector
had some concerns after performing their walk through. The following were the concerns as described
to me by Pete and not based on our own observation followed by their remedies.
The need for special inspection on epoxy anchors for details 51S4, 61S4, and
81S4 on the original permit set of plans dated 07.05.11.
The need for a special inspection on epoxy anchors was eliminated for the above
details because a steel strap tie was used instead as described in the attached
stamped details provided.
The bolted connection in detail 21S3 had been replaced with a welded
connection. Verify the welded connection is structurally adequate to support
the imposed loads.
A 3/16" field weld all around can be substituted for the bolts as shown in detail 2/S3
and will be structurally adequate to support the imposed design loading.
If there are any questions or concerns please call me at (970)- 949 -7100.
v \ °e•N •p•�'LI
Signed: Off'•' �� r
v
�ffr y P. Leonardo,
President
P.E.
P.O. BOX 2 LARKSPUR LOT 5
AVON. CO 816620 20 PROJECT
JOB NO. 0105 -11
MR
PH 970.949.7100 SHEET NO. SL3 OF
FAX 970.949.3377 DATE
JPL 01 -23 -12
CALCULATED BY
eIutions SCALE 3/4 " =1' -0
N G I NEE R I N G
zo CS
�T
PER PLAN
TOW
a
0
a
STEEL IN CONTACT W/ SOILS °
SHALL BE GALVANIZED AND Q a
SHALL BE ATTACHED TO THE a .
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS I . a
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
10 x 12 POST PER PLAN
2x6 EXTERIOR WALL
(BEYOND)
1 112" LT. WT. TOPPING
(BEYOND)
3/4" T &G PLYWD.
NV—
(BEYOND)
— - - - -- PER PLAN
TO PLYWD. J�
STEEL STRAP: 1 /4'x3 x2 0
W/ (l)-5/8'0 x 8" EXP. ANCH.
& (2) -3/4" 0 x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
REFER TO 5/S6 FOR
�— REMAINDER OF INFO.
D SCALE: 3/4" = V -0
I u t I o n s
N G I N E E R I N G
TOW
I
P.O. BOX i
AVON. CO 81
PH 970.949.71
FAX 970.949.33
PROJECT
LARKSPUR LOT 5
JOB NO.
0105 -11
SHEET NO.
SL4
CALCULATED BY JPL
SCALE
3/4" = V -0
OF -
DATE
01 -23 -12
10 x 12 POST PER PLAN
2x6 EXTERIOR WALL
(BEYOND)
1 112" LT. WT. TOPPING
(BEYOND)
rt 3/4" T &G PLYWD.
(BEYOND)
z o
co _ - - - -- PER PLAN
STEEL IN CONTACT W/ SOILS —
SHALL BE GALVANIZED AND
SHALL BE ATTACHED TO THE
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
REVISED
TO PLYWD.
STEEL STRAP:1 /4 "x3 "x2-0" -
W/ (1) -5/8" 0 x 8" EXP. ANCH.
FFI::l & (2) -3/4" 0 x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
IF REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
FREFER TO 5/S6 FOR
REMAINDER OF INFO.
.1143" 4 ""
4 4
z z
n
I u c i o n s
N G I N E E R I N G
r�
z o
PER PLAN
TOW
T
STEEL IN CONTACT W/ SOILS —
SHALL BE GALVANIZED AND
SHALL BE ATTACHED TO THE
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
P.O. BOX 2
AVON. CO 81
PH 970.949.7100
FAX 970.949.3377
a� a
d a
°d
a
a
°4
PROJECT
LARKSPUR LOT 5
JOB NO.
0105 -11
SHEET NO.
SL7
CALCULATED BY JPL
SCALE
3/4" = V -0
OF _
DATE
01 -24 -12
10 x 10 POST PER PLAN
2x6 EXTERIOR WALL
(BEYOND)
1 1/2" LT. WT. TOPPING
(BEYOND)
3/4" T &G PLYWD.
(BEYOND)
PER PLAN
TO PLYWD. "�
STEEL STRAP: 1 /4'x3 x2 0
W/ (1) -5/8" 0 x 8" EXP. ANCH.
& (2)- 3/4 ",2i x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
REFER TO 5/S6 FOR
REMAINDER OF INFO.
West Slope Testing & Inspection 1.1 C' Report #1
3177 Glendani Dr.
brand Junction, CO 81501 Page I of I
Nione: 970 -434 -6988
Cell: 970 -260 -2844
Inspection Report
Date: 5 -15 -12
Client: I IP Geotceh (Job #1 1P 111 086A)
Project: Larkspur Lot 5
Address: 2644 Larkspur Ln. Vail, CO
Building Permit No: 1111-0 169
General Contractor: David Hilb
Contractor that Performed Work: High Countz-y Steel
Inspection of shop fabrication or field work at iob site: Yield
Report: Inspected high strength bolting at W 1 8x97 steel beam to -steel coluntn &
at VII I -'x55 steel beam to W l 2x53 steel beam main floor level framing. Note, otbcr
steel beam connections had been field welded in lice of bolting.
I he high strength bolting inspected above appeared to be in substantial
conl'Ormance with the AISCIRCSC: Specifications except as noted below.
1) Noticed the bolts at the Wl 8x97 steel beam to steel column connection
appeared to be too short for fall nut engagement. It would be recommended that.
longer bolts be installed at this connection.
WCW1u E YInspector /Technician: Douglas F Yount 1 Pao XP >It
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MWN
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11 -0169
Job Address: 2644 LARKSPUR LN VAIL
Location......:
Parcel No....: 210314301017
OWNER HILB, DAVID G. 06/09/2011
1592 MATTERHORN CIRCLE
VAIL
CO 81657
APPLICANT HILB, DAVID G. 06/09/2011
1592 MATTERHORN CIRCLE
VAIL
CO 81657
CONTRACTOR RANCH CREEK DEVELOPMENT
DAVID HILB
1465 ASPEN GROVE LANE
VAIL
CO 81657
License: C000003210
Description:
NEW SINGLE FAMILY RESIDENCE
MODERN TWIST.
Occupancy: R -3
06/27/2011 Phone: 970-376-2742
AUSTRIAN CHALET SYTLE WITH
Type Construction: VB
Project #:
Applied.....:
Issued...
PRJ11 -0083
06/09/2011
08110/2011
Valuation: $705,300.00
***********#*#*#***#****#*#**#***##***********#*** * * # # * # * # # * * # # # * # * * * * * * * * * # # # # *#
FEE SUMMARY *******#****##**********###*##****####***###**## * # * # # * * # * # * * * * * # * * * * * * # * * * * * * **
Building Permit ------ - - - - ->
$4,212.25
Bldg Plan Check ----- - - - - -> $2,737.96
Use Tax Fee------------------ - - - - ->
$13,906.00
Electrical Permit ---- - - - - ->
$356.50
Elec Plan Check ------ - - - - -> $231.73
Restuarant Plan Review--- - - - - ->
$0.00
Mechanical Permit - - - - - ->
$700.00
Mech Plan Check ---- - - - - -> $175.00
Additional Fees--------------- - - - - ->
$0.00
Plumbing Permit --- - - - - ->
$390.00
Plmb Plan Check ---- - - - - -> $97.50
Recreation Fee--------------- - - - - ->
$451.05
Investigation------------------ - - - - ->
$0.00
Will Call ------------------------------ >
$20.00
TOTAL PERMIT FEES --- ---------- >
$23,387.99
Payments -- ---------------------------- >
$23,387.99
BALANCE DUE------------------ - - - - ->
$0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SH L BE MADE 7 TY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM.
Signature of 0 r or Date
Print Name
combination permit_012811
[►1 1
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit #: B11 -0169
Owner: HILB, DAVID G.
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
combination permit 012811
Address: 2644 LARKSPUR LN VAIL
Location:
OVAIL'SOWN
Permit #: B11 -0169
Owner: HILB, DAVID G.
REQUIRED INSPECTIONS AND STATUSES
Address: 2644 LARKSPUR LN VAIL
Location:
Item: 00010 BLDG - FOOTING
Item: 00021 PLAN -ILC Foundation Plan
Item: 00020 BLDG - Foundation /Steel
Item: 00210 PLMB- Underground
Item: 00022 PLAN -ILC FRAMING
Item: 00120 ELEC -Rough
Item: 00200 MECH -Rough
Item: 00220 PLMB- Rough /D.W.V.
Item: 00230 PLMB- Rough/Water
Item: 00240 PLMB -Gas Piping
Item: 00250 PLMB -Pool /Hot Tub
Item: 00410 Special Inspect - progress rept
Item: 00030 BLDG - Framing
Item: 00050 BLDG - Insulation
Item: 00060 BLDG - Sheetrock Nail
Item: 00190 ELEC -Final
Item: 00290 PLMB -Final
Item: 00390 MECH -Final
Item: 00420 Special Inspect -final rept
Item: 00534 PLAN - FINAL C/O
Item: 00090 BLDG -Final
combination permit_012811
TOWN OF VAIL, COLORADO Statement
Statement Number: R110000964 Amount: $110.00 08/10/201102:04 PM
Payment Method: Check Init: SAB
Notation: 1039- 2644
Larkspur
-----------------------------------------------------------------------------
Permit No: Bll -0169 Type: COMBINATION BLDG PERMIT
Parcel No: 2103 - 143 - 0101 -7
Site Address: 2644 LARKSPUR LN VAIL
Location:
Total Fees: $23,387.99
This Payment: $110.00 Total ALL Pmts: $23,387.99
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
PF 00100003112300 PLAN CHECK FEES 110.00
TRANSMITTAL FORM
Revision Submittals:
1. "Field Set' of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved & the permit is re- issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: Attention:
E`\ - O\ � A S2
( ) Revisions
() Response to Correction Letter
_attached copy of correction letter
( ) Deferred Submittal
( ) Other
Project Street Address:
Description /List of Changes:
� S
(Number) (Street) ((Suite #)
Building /Complex Name:
Contact Information: '
Company: �� <_ C� (� w< vJ'ev /
Company Address: �1 �S AcPgn _Nr JVe_
City: State: Zip:
Contact Name:
Contact Phone:
E- Mail \J , ��, \�� (-,4,\
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include original valuation)
Building: $
Plumbing: $
Electrical: $
Mechanical: $
Total: $
2 If C (nc���� o�
r\ Z_7 J1\1, k4 Y__ 4
U\
S C�TA��
(use additional sheet if necessary)
_... ..............
Date Received: 3/11
11
fl AUG 0 9 2011
TOWN OF VAIL
01- Jan -10
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
jroux
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B11 -0169
Job Address: 2644 LARKSPUR LN VAIL
Location......:
Parcel No....: 210314301017
OWNER HILB, DAVID G. 06/09/2011
1592 MATTERHORN CIRCLE
VAIL
CO 81657
APPLICANT HILB, DAVID G. 06/09/2011
1592 MATTERHORN CIRCLE
VAIL
CO 81657
CONTRACTOR RANCH CREEK DEVELOPMENT
DAVID HILB
1465 ASPEN GROVE LANE
VAIL
CO 81657
License: C000003210
06/27/2011 Phone: 970-376-2742
Description:
NEW SINGLE FAMILY RESIDENCE. AUSTRIAN CHALET SYTLE WITH
MODERN TWIST.
Project #:
Applied.....:
Issued...
P RJ 11 -0083
06/09/2011
07/18/2011
Occupancy: R -3
Type Construction: VB
Valuation: $705,300.00
.................................................. ...............................
FEE SUMMARY .,........,...,...,.....,.,,,.............,..... ...,...............,....,.,.,..
Building Permit ------ - - - - ->
$4,212.25
Bldg Plan Check ----- - - - - -> $2,737.96
Use Tax Fee------------------ - - - - ->
$13,906.00
Electrical Permit ---- - - - - ->
$356.50
Elec Plan Check ------ - - - - -> $231.73
Restuarant Plan Review--- - - - - ->
$0.00
Mechanical Permit - - - - - ->
$700.00
Mech Plan Check ---- - - - - -> $175.00
Additional Fees--------------- - - - - ->
$0.00
Plumbing Permit --- - - - - ->
$390.00
Plmb Plan Check ---- - - - - -> $97.50
Recreation Fee--------------- - - - - ->
$451.05
Investigation------------------ - - - - ->
$0.00
Will Call ------------------------------ >
$20.00
TOTAL PERMIT FEES --- ---------- >
$23,277.99
Payments -- ---------------------------- >
$23,277.99
BALANCE DUE------------------ - - - - ->
$0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPE N SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00 PM.
Signature of O er or Contractor Date
D'A'
Print Name
combination permit_012811
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit #: B11 -0169
Owner: HILB, DAVID G.
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE
INSTALLED PER 2009 IRC R315
combination permit_012811
Address: 2644 LARKSPUR LN VAIL
Location:
n VA V
Permit #: B11 -0169
Owner: HILB, DAVID G.
REQUIRED INSPECTIONS AND STATUSES
Address: 2644 LARKSPUR LN VAIL
Location:
Item: 00010 BLDG - FOOTING
Item: 00021 PLAN -ILC Foundation Plan
Item: 00020 BLDG - Foundation /Steel
Item: 00210 PLMB- Underground
Item: 00022 PLAN -ILC FRAMING
Item: 00120 ELEC -Rough
Item: 00200 MECH -Rough
Item: 00220 PLMB- Rough /D.W.V.
Item: 00230 PLMB- Rough/Water
Item: 00240 PLMB -Gas Piping
Item: 00250 PLMB -Pool /Hot Tub
Item: 00410 Special Inspect - progress rept
Item: 00030 BLDG - Framing
Item: 00050 BLDG - Insulation
Item: 00060 BLDG - Sheetrock Nail
Item: 00190 ELEC -Final
Item: 00290 PLMB -Final
Item: 00390 MECH -Final
Item: 00420 Special Inspect -final rept
Item: 00534 PLAN - FINAL C/O
Item: 00090 BLDG -Final
combination permit-012811
TRANSMITTAL FORM
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions_
2. No further inspections will be performed until the revisions are approved & the permit is re-issued-
3- Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to:
B l l- O 1 1p 9
Project Street Address:
(Number) (Street)
Building /Complex Name:
Attention:
��ajP� rtau„�c
P, Lo,
(Suite ##)
Contact Information:
Company: yCk{ ' ck ��Vf--c,npAlCar
Company Address:
City: State: Zip:
Contact Name:
Contact Phone:
E -Mail
Revised ADDITIONAL Valuations (Labor & Materials)
(DO NOT include original valuation)
Building:
Plumbing
Electrical
Mechanical:
Total:
(v)'Revisions i
O Response to Correction dII
_attached copy of correc
O Deferred Submittal
(} Other
Description 1 List of Changes:
letter
Date Received:
JUL 15 2011
TOWN OF VAIL
m M-07/08/2011 13:36 FAX
IfA
131 toi
i4�4 Name.
i jvb Addre*_.'
Q 001
-ECIAL INSPUMON AND TESTiNG AGREEMENT
Iv p -_�,q n�
,aaa p ea
�To appU t5 -,� 11701 offfla 8C)
T;`kc C;Nrer ot his9tv--, On th° 0` the " - - .
S"SMn P'VeC410rlal fn respomkIble ofiarp, Qshlaft
syuw" a copy of iha spe41 ift5pf-lion Agm--ment ana $tfucWfaf Tt*L
,,che4L#ed to *fA
-fMI of 1p,4€ for rso" and mprova,,. S,�gnatams xe recluirc-d on boffi Mae;,
or fc d are amaplait(-_.
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a : frIl a
Contractor resp-cinsibLas for prcp; no': U:)r,. L: tba lnsoc;� o uz, 7z_-Uaa �-mnncy for "--m
2. Only tiaticmsifn-q faborm" r-hw'd teko tr,=Dlos and tiampart. Tmr. b their tatorato-7y.
3. aaWatofV - - i im - tt b'A '*.-a 1. d i M-- t I y 1, 0 1h-- TO w a c f V; ri b � F t'; r, Te_s t m 9
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ifzwfot c--.r i,
,ntmg reqtftemeent° that mm he nut—e". If". pre-cz,15tructa7l C=Aarawma 3t the i::l slt : p Is-
m4mm,rie.-S-ed 'l,> review -racial Msped—_ p=- -;ures,
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4C_
TRANSMITTAL FORM
Revision Submittals:
1. 'Field Set" nf approved plans MUST accompany nevisioms-
2. No further inspections will be per-formed until the revisions are approved& the permit is re-issued.
3. Fees for reviewing revisions are $55-00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to:
all
Project Street Address:
LuIc-
(Number) (Street) (Suite
BuildinglComplex Name:
Contact Information:
NO
Company Address: Qpoc— LA
C�� S����~��__
Contactmame
Contact Phone:
�
�Revised ADDITIONAL Valuations (Labor &Materials)
!
/(DO NOT include original valuation
)
�Building
!Plumbing:
|
.a
(��e�ponse to -Correction Lletter
attached copy of correction letter
Deferred Submittal
Other
Description /List of Changes:
(use additional sheet if necessary)
|-------'-------
Date Received:
0 W IE
TOWN OF
X11- o 1 (09
MARTIN MANLEY
ARCHITECTS
Town of Vail - Changes to Approved Plans Application
To: Planning Dept and Building Dept — Town of Vail
Phone: 970 -479 -2173
From: John G. Martin Martin Manley Architects
Phone: 970 - 328 -0592
Date: July 1, 2011
Re: Permit# B11- 0169/2644 Larkspur Lane
Subj: RESPONSE LETTER
The following is a memo dated 6/23/11 from the Town of Vail.
Responses are labeled in RED.
RESPONSE INSTRUCTIONS
• Submit three complete sets of revised construction documents containing the requested
information with all plan revision items clouded or otherwise identified.
• Please respond in writing to each comment with a response letter addressing each
comment.
BUILDING COMMENTS
Architectural Comments:
General
1. Provide window schedule on plans reflecting safety glazing and rescheck criteria. Please
cross - reference to plan sheets.
SEE NEW WINDOW SCHEDULE
2. Provide cross - sectional details of proposed stairs to include structural details
SEE SECTION 2/A5.3
3. Provide details on Radon compliance per Appendix F IRC
SEE SECTION 1/A5.2 AND LOWER LEVEL FLOOR PLAN
Sheet Al
1. Show drainage away from the building as specified by the geotechnical engineer.
SEE REVISED GRADING SHEET Al.
2. Provide details for proposed egress window well showing compliance with section R310.2
IRC
SEE SHEET Al AND LOWER LEVEL SHEET A2.1
Sheet A5
1. Annotate on plans that inspection of subgrade insulation is required prior to backfill
\SEE SHEET A5.1 SECTION!
2. Guard rail openings do not comply with section 312.3 IRC.
SEE NORTH ELEVATION —ALL RAILINGS IN DRAWING HAVE BEEN UPDATED
• • Bo - . .
Structural Comments:
General
1. Provide cross - sectional details of proposed stairs to include structural details.
SEE SECTION 2/A5.3 - AND PLANS FOR ALL STAIR NOTES
Sheet Al
y 1 Show on plans the required drainage system by the geotechnical engineer to include
termination areas. SEE SHEET Al SITE PLAN REVISION TO GRADING
Sheet S1
,j 1. Annotate on plans the required special inspection for soils as per by the geotechnical
' engineer and epoxy and expansion bolts. Reference sections 1704.7 and 1704.3.3 IBC
----,2. Provide special inspection agreement per Town of Vail submittal requirements.
Sheet S2
1. Detail 2 is not reflected on architectural plans. Detail shows a condition that the stone
veneer does not provide required drainage nor methods of attachment. Please clarify
SEE ARCHITECTURAL DETAIL - 4/A5.3.
Plumbing Comments:
Sheet Al
1. Show location and elevation of the upstream manhole in order to determine criteria for a
back water valve per section 715 IPC SEE NOTE ON SHEET Al SITE PLAN
2. Annotate on the plans building sewer to be inspected by the Town of Vail prior to backfill.
Reference section 107.2 IPC SEE NOTE ON SHEET Al SITE PLAN
Mechanical Comments:
\p General
1. Show location and cfm of exhaust fans and hoods. Note if kitchen hood is over 400cfm
makeup air is required. Reference section 505.2 IMC SEE SHEET A2.2 MAIN LEVEL PLAN
Electrical Comments:
Sheet E -1
1. Provide complete electrical load calculations per NEC 2008
2. Show required Smoke and CO detectors per the IRC
SEE A2.1 LOWER LEVEL PLAN FOR TYPICAL NOTES, SEE OTHER PLANS FOR TAGS
-.,,13. Annotate on plans a minimum of 50% of lighting to be high efficacy
SEE A2.1 LOWER LEVEL PLAN FOR NOTE
PLANNING COMMENTS
1. The GRFA calculations must be corrected to include the stairs on the third floor. The GRFA
calculations must also be corrected to include the updated basement deduction calculations
and associated red -lined elevations. SEE CORRECTED ON SHEETS Al AND A2.1
FIRE COMMENTS
Reviewed and accepted
970.328.5' S
r�B..15�87e; Colorado 316
PUBLIC WORKS COMMENTS
General
1. Plans to reflect the snowmelt in the right of way to be a separate zone and label as such at
the control system. SEE NOTE ON SHEET Al SITE PLAN
2. Retaining walls to reflect the required safety factor and design parameters by the engineer
of record.
Sincerely,
Martin A. Haeberle
Chief Building Official
EAGLE / SUMMIT
ELECTRIC OF CO.
P.O. Box 744 - Fairplay, CO -80440
2644 Laahapun Vat.,Cv
N.6.0 opt�ona.L .Load ca. c. Ion ALng.Le lamLly Aome
1 ght Ong .Load 2967' x 3va
890/
2- Ama.L appl. ci Ax /500ea
3000
/- Laund2g CiAx 1500
1500
/- 240v nange @8.5hva
8500
1-240v dngeAP5000va
5000
/- dLAAwaalien
1200
/- di.apoaa.
600
/- hof tub (opfLona.)
/0000
/- .team untf ( opt tonal)
6000
anow me. t ( opt Lona.)
3000
47701 va
10Ava @ /00% 10, 000va
bal 0f 37,701 @40 %* 15, 080va
25,080
25080va dtvtded by 240vo.Lt= 104.5 amp demand
aeav�ce .4i5e 200amp 410 4/0 210 6. R. 1).�n Aced 40 pvc
C 1- T �' G i y 3 �5
Q 70 - �/7r -�� y
tructural
•n
•lutions .inc
J
E N G I N E E R I N G
Letter of Record
Date:
07.05.11
To:
Martin A. Haeberle
Chief Building Official
Town of Vail
970.479.2138
Proiect/Job Number-
Larkspur Lot 5 Job # 0105 -11
-5 1 t - ooc09
PO BOX 2494
AVON, CO 81620
PH 970.949.7100
FAX 970.949.3377
This "Letter of Record" is in regards to the "Structural Comments" and "Public Works
Comments" for the above referenced project. The following comments from the Town of Vail are
followed by their remedies:
Structural Comments
General - Item # 1. Provide cross - sectional details of proposed stairs to include
structural details.
The above has been adjusted and clouded per sheet 2/A5.3 of the Architectural
plans.
2. Sheet S1 - Item # 1. Annotate on plans the required special inspection for soils as
per by the geotechnical engineer and epoxy and expansion bolts. Reference
section 1704.7 and 1704.3.318C.
The above has been adjusted and clouded on sheets S1 in the "General Notes"
under section "Structural Steel " item numbers 5 & 6.
3. Sheet S2 - Item # 1. Detail 2 is not reflected on architectural plans. Detail shows a
condition that the stone veneer does not provide required drainage nor methods of
attachment. Please clarify.
The above has been adjusted and clouded per sheet 4/A5.3 of the Architectural
plans.
• Page 2
Public Works Comments
July 5, 2011
Item # 2. Retaining walls to reflect the required safety factor and design parameters
by the engineer of record.
The above has been adjusted and clouded on sheets S1 in the "General Notes"
under section "Foundation Design" item number 6.
If you have any questions or
Si ne
i
J ff y P. Leonardo, P.E.
President
me at 970.949.7100.
J�.QFV P cFOti•eF�
COST BREAKDOWN Bit_ ooeo %
LOCATION: 2-
L.1 L�L4L P r L LEGAL �o� V, \ l I��� T/'i� �•J/t ^�
CONTRACTOR: lTn t.. L�� / \�"�OWNER: _ ` J o�% ° Ic,
INDICATE BY O ITEMS NOT INCL 1 TED LOAN AMOUNT Z� SP' Lk
01) LOT COST ' p �,$ li .� .� 29) DRYWALL $ Z J O
�n J
02) APPRAISAL, CREDIT $ 30) MISC. EXPENSES $ O
REPORTS
03) INTEREST EXPENSE $
�1 "G OJo
04) L- OAdd-6t6S}P}��t��9STS $ ►
11) FOUNDATION LABOR $ oo
12) FOUNDATION CONCRETE $ L� o 0 Do
13) STEPS/WALKS/DRIVEWAY $
14) GARAGE /BASEMENT $ S
FLOORS, CONCRETE
15)
CHIMNEY /FIREPLACE
16)
k ��)
17)
05)
PLANS & SPECIF.
$
19)
030
06)
PERMITS
$
ZS
► v :� (�
07)
WATER HOOK -UP &
$
$
o D
36)
SHARES
$_
\ Z L J O J
37)
08)
TEMP. POWER HOOK-
$
\
OPENERS
S 0Q O
UP
APPLIANCES
$
_ `rr o'
46)
SAFETY EQUUIPMENT/
$
09)
EXCAVATING, FILL,
$
► 0
GRADING, HAULING
10)
SURVEYING &
$
,
00 o__
ENGINEERING
11) FOUNDATION LABOR $ oo
12) FOUNDATION CONCRETE $ L� o 0 Do
13) STEPS/WALKS/DRIVEWAY $
14) GARAGE /BASEMENT $ S
FLOORS, CONCRETE
15)
CHIMNEY /FIREPLACE
16)
MASONRY
17)
FRAMING LUMBER
18)
SIDING
19)
FRAMING LABOR
20)
ROUGH PLUMBING
21)
ELECTRICAL WIRING
22)
FINISH PLUMBING
23)
SEWER /SEPTIC
$ S; I ooh
$ `I
$
$ ���U ✓J
$
$ ZS 0,7
$ A\ 00 o
$ V3 ►l7 :r J_
$�
31)
LIGHTING FIXTURES
$
Q ► \Z> 0 J
32)
HEATING 'I � ^ova
$
34s , O Q
33)
WINDOWS & SCREENS
$
- 6 ► ��7 �
34)
EXTERIOR DOORS & TRIM
$
`
A D . 000
35)
INTERIOR DOORS & TRIM
$
0 O O
36)
FINISH LABOR
$_
\ Z L J O J
37)
GARAGE DOORS &
$
o
44)
OPENERS
S 0Q O
45)
38)
CABINETS
$
39)
INTJEXT. PAINTING
$
40)
STAIRCASE
$
y UQ
41)
HARDWOOD FLOOR/TILE
$
? \ \ an
42)
CARPET/VINYL/
$
V O Q
COUNTERTOP
43)
MISC. HARDWARE
$
Z ` Q 0 c.)
44)
MIRRORS/SHOWER DOORS $
S 0Q O
45)
APPLIANCES
$
_ `rr o'
46)
SAFETY EQUUIPMENT/
$
VACUUM SYSTEM
47) INSURANCE /CLEANING $ S; ► 0'3 o
48) DECKS $ `
49) LANDSCAPING $ _ V
50) OPTION 1 1 M�Rr�S �Qly�$ �J 0 J Q
51) OPTION 2T0-2 - lJ >
52) PROFIT/OVERHEAD
N� $ _
/� 53) TAXES 'r-, r- r Z 1' MGR k-.r $ - — � , S J
241 GUTTERS /DOWNSPOUTS $ 1 \QA<
U TOTAL COST A \`, ! � 4t
25) WATER LINE INSTALL $
` TOTAL OF NON - INCLUDED
26) INSULATION $ \J lap ITEMS ( -)
27) ROOF TRUSSES $ v J CASH DOWNPAYMENT
$ _L V SK �3o
28) ROOFING $ y AMOUNT NEEDED FOR
CONSTRUCTION LOAN $$
._7Z
SIGNATURE: - __ �� Q s DATE: `, ! I
I`!I
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: LARKPSUR IOT 5 HOUSE
Energy Code:
2009 IECC
0.0
Location:
Vail, Colorado
748
Construction Type:
Single Family
Glazing Area Percentage:
23%
21.0
Heating Degree Days:
9248
11
Climate Zone:
6
0.0
Construction Site:
4
Owner /Agent:
2644 Larkspur Lane
0.0
Dave Hilb
Vail, CO 81657
96
2644 Larkspur Lane LLC
0.0
1465 Aspen Grove Lane
30
Vail, CO 81657
0.300
9
970 -476 -7051
33.0
0.0
d.hilb @comcast.net
Compliance: 3.5% Better Than Code Maximum UA: 751 Your UA: 725
The % Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Designer /Contractor:
John Martin
Martin Manley Architects
PO Box 4701
Eagle, CO 81631
970 - 328 -0592
john@martinmanleyarchitects.com
Basement Wall 1: Solid Concrete or Masonry
Wall height: 11.0'
Depth below grade: 10.0'
Insulation depth: 11.0'
Basement Wall 2: Solid Concrete or Masonry
Wall height: 11.0'
Depth below grade: 7.0'
Insulation depth: 11.0'
Basement Wall 3: Solid Concrete or Masonry
Wall height: 12.0'
Depth below grade: 12.0'
Insulation depth: 12.0'
Basement Wall 4: Solid Concrete or Masonry
Wall height: 8.8'
Depth below grade: 8.8'
Insulation depth: 8.8'
Basement Wall 5: Solid Concrete or Masonry
Wall height: 11.0'
Depth below grade: 8.0'
Insulation depth: 11.0'
Basement Wall 6: Solid Concrete or Masonry
Wall height: 11.0'
Depth below grade: 3.0'
Insulation depth: 11.0'
Window 1: Wood Frame:Double Pane with Low -E
Wall 1 - south: Wood Frame, 16" o.c.
Window - Casement: Wood Frame:Double Pane with Low -E
Window - fixed: Wood Frame:Double Pane with Low -E
Window - glass door: Wood Frame:Double Pane with Low -E
Wall 2 - east: Wood Frame, 16" o.c.
Window - fixed: Wood Frame:Double Pane with Low -E
Window - glass door: Wood Frame:Double Pane with Low -E
986
21.0
0.0
38
748
21.0
0.0
35
313
21.0
0.0
11
112
21.0
0.0
4
100
21.0
0.0
4
96
21.0
0.0
4
30
0.300
9
680
33.0
0.0
21
76
0.300
23
88
0.260
23
72
0.300
22
456
33.0
0.0
15
80
0.260
21
47
0.300
14
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS \2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 1 of 6
Wall 3 - north: Wood Frame, 16" o.c.
1750
33.0 0.0
57
Window - fixed: Wood Frame:Double Pane with Low -E
172
0.260
45
Window - casement: Wood Frame:Double Pane with Low -E
77
0.300
23
Window - dbl hung: Vinyl Frame:Double Pane with Low -E
39
0.300
12
Window - glass door: Wood Frame:Double Pane with Low -E
56
0.300
17
Door - 2 solid doors: Solid
53
0.500
27
Door - garage door: Solid
147
0.500
74
Wall 4 - west: Wood Frame, 16" o.c.
402
33.0 0.0
18
Window - awning: Wood Frame:Double Pane with Low -E
12
0.300
4
Ceiling 1: Structural Insulated Panels (SIPS)
1578
57.0
30
Floor 1: Slab -On- Grade: Heated
193
5.0
174
Insulation depth: 1.0'
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 2009 IECC requirements in
REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature Date
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS \2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 2 of 6
CNJ(
REScheck Software Version 4.4.1
Inspection Checklist
Ceilings:
❑ Ceiling 1: Structural Insulated Panels (SIPs), R -57.0 assembly R -value
Comments:
Above -Grade Walls:
❑ Wall 1 - south: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
❑ Wall 2 - east: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
❑ Wall 3 - north: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
❑ Wall 4 - west: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
Basement Walls:
❑ Basement Wall 1: Solid Concrete or Masonry, 11.0' ht / 10.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 2: Solid Concrete or Masonry, 11.0' ht / 7.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 3: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 4: Solid Concrete or Masonry, 8.8' ht / 8.8' bg / 8.8' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 5: Solid Concrete or Masonry, 11.0' ht / 8.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 6: Solid Concrete or Masonry, 11.0' ht / 3.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
Windows:
❑ Window 1: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window - Casement: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes _
Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break?
Comments:
No
Yes No
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS \2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 3 of 6
Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
❑ Window - casement: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
Window - dbl hung: Vinyl Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
❑ Window - awning: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
No
Comments:
Doors:
❑ Door - 2 solid doors: Solid, U- factor: 0.500
Comments:
Up to 40 sq.ft. of this door is exempt from the U- factor requirement.
❑ Door - garage door: Solid, U- factor: 0.500
Comments:
Floors:
❑ Floor 1: Slab -On- Grade: Heated, 1.0' insulation depth, R -5.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 1.0 ft. OR down to at least the bottom of the slab then horizontally for a
total distance of 1.0 ft.
Air Leakage:
❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between
window /door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS\2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 4 of 6
Lj Wood - burning fireplaces have gasketed doors and outdoor combustion air.
Air Sealing and Insulation:
Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7
ACH at 33.5 psf OR 2) the following items have been satisfied:
(a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or
sprayed /blown insulation extends behind piping and wiring.
M Comers, headers, narrow framing cavities, and rim joists are insulated.
(9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall.
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum
skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value.
F-1 Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R -6.
Duct Construction and Testing:
Lj Building framing cavities are not used as supply ducts.
Lj All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181 A or
UL 181 B and are labeled according to the duct construction. Metal dud connections with equipment and /or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet -metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
All ducts and air handlers are located within conditioned space.
Heating and Cooling Equipment Sizing:
Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and /or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R -2.
Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3.
Swimming Pools:
Lj Heated swimming pools have an on /off heater switch.
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS\2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 5 of 6
Lj Pool heaters operating on natural gas or LPG have an electronic pilot light.
Li Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and /or waste - heat - recovery systems.
0 Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R -12.
Exceptions:
Covers are not required when 60% of the heating energy is from site- recovered energy or solar energy source.
Lighting Requirements:
❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a) Compact fluorescent
(b) T -8 or smaller diameter linear fluorescent
(c) 40 lumens per watt for lamp wattage <= 15
(d) 50 lumens per watt for lamp wattage > 15 and <= 40
(e) 60 lumens per watt for lamp wattage > 40
Other Requirements:
Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window
U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS\2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 6 of 6
2009 IECC Energy
Efficiency Certificate
Insulation Rating R -Value
Ceiling / Roof 00
Wall 33.00
Floor / Foundation 21.00
Ductwork (unconditioned spaces):
Glass & •.. .
Window 0.26 0.23
Door 0.50 NA
Cooling Heating &
Heating System: _
Cooling System:_______
Water Heater:
Name
Comments:
Date:
� `Consulting
Final Clearance Air Monitoring Report
385 Gore Creek Dr., Unit 202, Vail, Colorado
Presented To:
Mr. Shaun Witkamp
Mr. Ryan Witkamp
Mtn. Asbestos Abatement
17295 Cornerstone Lane
Parker, CO 80134
Performed & Prepared By:
Mr. David Sinkbeil
DS Consulting, Inc.
PO Box 6864
Avon, CO 81620
(720) 201 -6611
Project Details:
Project Number: 4327
Conducted: June 30, 2011
nGC�C�O�'I�r
JUL 11 211 U
TOWN OF VAIL
PROJECT SUMMARY
On June 30, 2011, Mr. David Sinkbeil with DS Consulting, Inc. (DSC) conducted a final visual inspection,
performed aggressive clearance air monitoring, and analyzed clearance air - quality samples via Phase
Contrast Microscopy (PCM) for an asbestos abatement project within the residence located at 385 Gore
Creek Dr., Unit 202, Vail, Colorado.
Services were provided at the request of Mr. Shaun Witkamp with Mountain Asbestos Abatement in
support of asbestos abatement activities being conducted to remove approximately 4,800ff2 of friable,
asbestos - containing drywall /texture from a full containment. Monitoring locations and frequencies were
determined by Mr. David Sinkbeil; having EPA and State of Colorado accreditation No. 13015. PCM
analysis was also performed by Mr. Sinkbeil (see Appendix B for certifications).
SCOPE OF WORK
Prior to the collection of final clearance air samples, a final visual inspection was conducted to ensure all
of the visual requirements were met. Once the abatement area passed the final visual inspection, DSC
collected final clearance air samples from random locations within the containment. Following the
collection of the final clearance air samples, Mr. Sinkbeil analyzed the samples - as well as sample blanks -
to determine the airborne fiber concentrations. Mr. Sinkbeil is NIOSH 582 certified and DSC is a
participant in the Industrial Hygiene Proficiency Analytical Testing (IHPAT) program with laboratory ID
No. 188987 and has a rating of Proficient.
The abatement project passed the final visual inspection and the analytical results of all final clearance
samples collected were below the State of Colorado's clearance criteria of 0.01 fibers /cubic centimeter
(f /cc) (see Appendix A for Air Sample Analysis). This amount, quantified as "fibers ", is not specific to
asbestos fibers; therefore, all fibers that meet the counting criteria are counted as asbestos fibers. If the
total fiber count is less than 0.01 fibers /cubic centimeter (f /cc), it is known that the total asbestos fiber
count is also less than 0.01 fibers /cubic centimeter (f /cc)
PROJECT INFORMATION
• General Abatement Contractor (GAC) • Air Monitoring Specialist /Analyst
Mtn. Asbestos Abatement Mr. David Sinkbeil
• GAC Project Supervisor
Mr. Adam Kennard
• Project Location
385 Gore Creek Dr., Unit 202
Vail, Colorado
• Project Contact
Mr. Shaun Witkamp
2
• Date Conducted
June 30, 2011
• Final Clearance Sample Results
See Appendix A
• Certifications
See Appendix B
AIR MONITORING
Air - quality samples were collected utilizing a modified NIOSH 7400 Method, whereby samples were
collected on 25- millimeter (mm) mixed - cellulose, ester - membrane filters with 0.45- micron pore size and
analyzed via Phase Contrast Microscopy (PCM) as per the customer's requirements.
Sample Collection - PCM samples, when applicable, were collected on 25- millimeter (mm) mixed -
cellulose, ester - membrane filters with 0.45- micron pore size with an effective collection area of 385 mm.
All filters were pre - assembled by the manufacturer in three stages, conductive sampling cassettes with
extension cowls.
Air samples were collected at an average flow rate 12.5 liters per minute (L /m) using Thomas high -
volume pumps with a minimum of 1,200 liters being collected. Flow rates were collected at the
beginning and at the end of the sampling period utilizing an airflow rotameter calibrated against a
primary -flow calibration instrument. Start times and stop times were recorded for all sampling periods.
A field blank and lab blank were also collected and analyzed along with the five (5) clearance samples.
PCM Sample Analysis Method - PCM samples were analyzed according to a modified NIOSH 7400
Method —A Counting Rules— although samples were collected on 25 -mm mixed - cellulose, ester -
membrane filters with 0.45- micron pore size and analyzed via PCM. Air sample results contained in this
report have been calculated with blank sample corrections.
APPENDIX A - AIR SAMPLE RESULTS
Sample
ID
CL -1
Pump
Type
Hi vol.
Sample
Location
Living Room
Avg.
L/m
12.5
Start
Time
5:15
Stop
Time
6:55p
Time
(m)
100
Vol.
(L)
1250
Fibers
Fields
15/100
Results
(F/cc)
0.006
CL -2
Hi vol.
Kitchen
12.5
5:16
6:56p
100
1250
12.5/100
0.005
CL -3
Hi vol.
Hallway
12.5
5:17
6:57p
100
1250
16/100
0.006
CL -4
Hi vol.
Central Room
12.5
5:18
6:58p
100
1250
13/100
0.005
CL -5
Hi vol.
Bathroom
12.5
5:19
6:59p
100
1250
11.5/100
0.004
CL -lb
n a
Lab Blank
n a
n a
n a
n a
n a
0/100
0.000
CL -fb
n a
Field Blank
n a
n a
n a
n a
n a
0/100
1 0.000
BRL = Below Reporting Limit
3
APPENDIX B - CER TIFICA TIONS
ki
STATE OF COLORADO
o
ASBESTOS
CERTIFICATION*
C
WF
to
CZ SW
Colorado Department of Public Health
and Environment
Pollution llution Control Division
This certifies that
David Sinkbeil
0
Certiflication No: 13015
A
has met the requirements of25-7-507, C.R.S. and Air Quality Control
Commission Regulation No. 8, Part B, and is hereby certified by the
state of Colorado in the following discipline:
Air Monitoring Specialist*
Issued: 71292010
Expires on: 712512011
(1Z
ki
TOWN OF VAIL, COLORADOCopy Reprinted on 01 -07 -2013 at 13:49:27 01/07/2013
Statement
*###**####*######**#********#***##*##*#*#*********#*#*####### # * * * # # # # # # * # # # # # * # # # # # # * # * * * # **
Statement Number: R110000624 Amount: $3,223.66 06/09/201111:45 AM
Payment Method: Check Init: DR
Notation: ck# 1015DAVE
HILB
-----------------------------------------------------------------------------
Permit No: Bll -0169 Type: COMBINATION BLDG PERMIT
Parcel No: 2103 -143- 0101 -7
Site Address: 2644 LARKSPUR LN VAIL
Location:
Total Fees: $23,497.99
This Payment: $3,223.66 Total ALL Pmts: $23,497.99
Balance: $0.00
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------ - - - - --
PF 00100003112300 PLAN CHECK FEES 3,223.66
----------------------------------------------------------------------- - - - - --
BUILDING PERMIT APPLICATION
(Separate applications are required for alarm & sprinkler)
Project Street Address:
4_1 6 H �. La.yL<SP ,)r
Number Street
( ) (Street) (Suite #)
Building /Complex Name:
Project #:
DRB #: UQ[3� - no 7a
Building Permit #:
Lot #: Block # Subdivision:
Contractor Information
Business Name: �� C� Lre 6,_ 2✓
Work Class: New( tX Addition( ) Alteration( )
Business Address: S n r VC
Type of Building:
City �A� (_ State: �y Zip: 6s'1
Single - Family (v)"`buplex ( ) Multi-Family( )
Contact Name: _ 'D 0.,V � � ,\
Commercial( ) Other( )
Contact Phone: 6 -2- �, Z
Work Type: Interior ( ) Exterior ( ) Both ( )
Contact E -Mail: w �� `O Iy�CU•5'1 - nCi�
Contractor Regis Number:
tion
c.
X
Valuation of
Work Included Plans Included Work
Electrical ( Yes ( )No ( /es ( )No �Z , 0 o O
Mechanical (+ Yes ( )No ( ✓(Yes ( )No S ��
Plumbing (i�Yes ( )No ( Yes ( )No /Z- 6 k 0 0 v
IBuilding (aYes ( )No ( /)-Yes ( )No 6 21, 0
Value of all work being performed: $ 7U0 , t) o O ..
(value based on IBC Section 109.3 & IRC Section 108.3)
Electrical Square Footage 0 6 7
Owner /Owner's epresentative Signature (Required)
Project Information / 1 ��� t' L�
Owner Name: l� L j
Parcel #:
(For Parcel #, contact Eagle County Assessors Office at (970- 328 -8640 or visit
www.eaglecounty.us /patie)
Detailed Scope and Location of Work: 0\ `\�(2- LW CO/k S-�t„ `� ,
(use additional sheet if necessary)
For Office Use Only:
Fee Paid: ` 30W • ui,4
Date Received:
0 �/ �/7
Received From: r_20LU 1C,_/iC,�5,001
Cash Check # 1015
JUN 08 2011
CC: Visa / MC Last 4 CC # exp date:
Auth #
TOWN OF VLA
01- Jan -11
J
I.•
5 /( -d «9
State of Colorado
Asbestos Testing & Abatement Requirements
Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex-
posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly
for their requirements at the contact info listed below.
When is asbestos testing required?
ANY building projects disturbing more than these threshold levels of building materials require asbestos testing:
One- and Two - Family Dwellings: 32 square feet
All Others (commercial spaces, hotel rooms, etc): 160 square feet
Definition of a single - family dwelling: any dwelling unit that is used primarily for a single family, including
multi - family /condominium units, and fractional fee units.
Asbestos testing results must be provided with your application for a building permit.
Tests which identify POSITIVE results at more than 1% require abatement by a State - certified abatement contractor. The
air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued.
Project Checklist
My project falls into the category checked below:
Will not disturb more than the threshold limits identified above.
Tested negative, or at 1% or below (1 copies of test results included)
Tested positive at more than 1 %, requires abatement (1 copies of test results included)
Tips & Facts:
• Even recent construction projects may include asbestos - containing materials, so buildings of ?Iny age require testing.
• The "1989 Ban" on asbestos - containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit
Court of Appeals vacated much of the so- called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus,
much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce
of many asbestos - containing product categories was set aside and did not take effect." - CDPHE
Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657.
Town of Vail Contact:
Fire Prevention Bureau
Vail Fire Department
75 S Frontage Rd
Fire—inspectors@vailgov.com
970 - 479 -2252
www.vailgov.com
State of Colorado Contact:
Colorado Department of Public Health
and Environment
Asbestos Compliance Assistance Group
303 - 692 -3158
asbestos@state.co.us
www.cdphe.state.co.us
01- Jan -11
H
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tech
HEPWORTH - PAWLAK GEOTECHNICAL
Hepworth - Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
email: hpgeo@hpgeotech.com
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT 5, VAIL INTERMOUNTAIN
2644 LARKSPUR LANE
VAIL, COLORADO
JOB NO. 111 086A
MAY 12, 2011
PREPARED FOR:
DAVID HILB
1465 ASPEN GROVE LANE
VAIL, COLORADO 81657
dhilb @comcast.net
Parker 303 - 841 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970- 468 -1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ......................................... ............................... - 1
PROPOSED CONSTRUCTION .................................................. ............................... - 1 -
SITECONDITIONS .................................................................... ............................... - 2 -
GEOLOGICCONDITONS ......................................................... ............................... - 2
FIELDEXPLORATION ............................................................. ............................... - 2
SUBSURFACE CONDITIONS ................................................... ............................... - 3
FOUNDATION BEARING CONDITIONS ................................ ............................... - 3
DESIGN RECOMMENDATIONS .............................................. ............................... - 4 -
FOUNDATIONS ....................... - 4-
.............................. ...............................
FOUNDATION AND RETAINING WALLS .......................... ............................... - 5 -
FLOORSLABS ....................................................................... ............................... - 6 -
UNDERDRAINSYSTEM ....................................................... ............................... - 7 -
SITE GRADING ....... ............................... - 8 -
.. ...............................
SURFACEDRAINAGE .......................................................... ............................... - 8
LIMITATIONS........................................................................... ............................... - 9
FIGURE 1 - LOCATION OF EXPLORATORY BORING
FIGURE 2 - LOG OF EXPLORATORY BORING
FIGURE 3 - LEGEND AND NOTES
FIGURES 4 and 5 - SWELL- CONSOLIDATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 5, Vail Intermountain, 2644 Larkspur Lane, Vail, Colorado. The project site is
shown on Figure 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to David Hilb dated April 25, 2011.
A field exploration program consisting of an exploratory boring was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
This report summarizes the data obtained during this study and presents our conclusions,
design recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The residence will be a 2 story wood frame structure over a walkout basement level
located on the lot as shown on Figure 1. Ground floors will be slab -on -grade at the
elevations shown on Figures 1 and 2. Grading for the structure will be extensive and
require cut depths between about 8 to 30 feet. The deeper cuts will be at the uphill
northern side of the residence and daylight to the south. We assume relatively light
foundation loadings, typical of the proposed type of construction. High retaining walls
will be needed to deal with the steep hillside at the backside of the residence.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re- evaluate the recommendations contained in this report.
Job No. 111 086A G( Ot@Ch
-2-
SITE CONDITIONS
The lot is vacant and located on moderately steep to steep hillside terrain above Larkspur
Lane. The ground surface appears mostly natural with the exception of about a 3 to 5 feet
high cut along the north side of the lot for construction of Larkspur Lane. The hillside
grades range from about 30 to 40% in the lower part of the lot where the residence is
planned, increasing to about 45 to 55% in the upper part of the lot. Elevation difference
across the proposed residence is about 25 feet and across the lot is about 55 feet.
Vegetation consists of grass and weeds with tall aspen and pine trees. There are
residences on the adjacent lots.
GEOLOGIC CONDITIONS
The lot is not in rockfall, debris flow or avalanche hazard areas according to the Town of
Vail maps (Town of Vail, 2000a, 2000b and 2000c). There is a risk of construction
induced slope instability due to the relatively deep cut planned on the steep hillside.
Recommendations to help limit the slope instability potential are provided below under
"Site Grading"
FIELD EXPLORATION
The field exploration for the project was conducted on May 3, 2011. One exploratory
boring was drilled at the location shown on Figure 1 to evaluate the subsurface
conditions. The boring was advanced with 4 inch diameter continuous flight augers
powered by a track - mounted CME 45 drill rig. The track rig was needed due to the
moderately steep hillside terrain. The boring was logged by a representative of
Hepworth - Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was
driven into the subsoils at various depths with blows from a 140 pound hammer falling 30
inches. This test is similar to the standard penetration test described by ASTM Method
Job No. 111 086A �,etech
-3-
D -1586. The penetration resistance values are an indication of the relative density or
consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing.
SUBSURFACE CONDITIONS
A graphic log of the subsurface conditions encountered at the site is shown on Figure 2.
The subsoils encountered, below about 1 % feet of organic topsoil, consisted of medium
dense, clayey silty sand with gravel and scattered cobbles underlain at a depth of about 28
feet by relatively dense, clayey silty sand and gravel with cobbles and probable boulders.
The dense coarse granular soils extended down to the drilled depth of 39 feet.
Laboratory testing performed on samples obtained from the boring included natural
moisture content and density, and percent finer than sand size gradation analyses. Results
of swell- consolidation testing performed on relatively undisturbed drive samples,
presented on Figures 4 and 5, indicate generally low to moderate compressibility under
conditions of loading and wetting. One sample (Boring 1 at 13 feet) showed a minor
swell potential. The laboratory testing is summarized in Table 1.
No free water was encountered in the boring at the time of drilling or when checked 1 day
later. When checked 7 days following drilling, free water was measured at a depth of 18
feet in the boring. The subsoils were moist to occasionally very moist.
FOUNDATION BEARING CONDITIONS
The sand soils generally possess moderate bearing capacity and low settlement potential.
The very moist soils may possess moderate settlement potential. Spread footings bearing
on the natural sand soils should be feasible for foundation support of the building. The
minor swell potential encountered in one of the samples can be neglected in the
foundation (and floor slab) design. Groundwater and soft soils may be encountered in the
Job No. 111 086A G �gteCh
excavation and require dewatering and subgrade improvements prior to constructing the
footings. The dewatering can probably be done by trenches place outside footing areas
and sloped to gravity outlet or a sump where the water can be collected and pumped. Soft
subgrade conditions can probably be adequately improved by subexcavating a few feet
depth and replacement with imported coarse granular soils.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory boring and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the natural granular soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural granular soils should be
designed for an allowable bearing pressure of 2,500 psf. Based on
experience, we expect settlement of footings designed and constructed as
discussed in this section will be about 1 inch.
2) The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 48 inches below exterior grade is
typically used in the Vail area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least 12
feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
Job No. 111 086A Meth
-5-
5) All existing fill, topsoil and any loose or disturbed soils should be removed
and the footing bearing level extended down to the relatively dense natural
granular soils. The exposed soils in footing areas should then be
compacted. If water seepage is encountered, the footing areas should be
dewatered before concrete placement. Any soft footing subgrade soils
should be subexcavated and replaced with suitable imported coarse
granular soils.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures up to 12 feet tall which are laterally supported
and can be expected to undergo only a slight amount of deflection should be designed for
a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least
50 pcf for backfill consisting of the on -site granular soils. Foundation walls and retaining
structures taller than 12 feet should be designed for a uniform lateral earth pressure of at
least 25H psf where H is the wall or retaining structure height in feet. Cantilevered
retaining structures up to 12 feet in height which are separate from the residence and can
be expected to deflect sufficiently to mobilize the full active earth pressure condition
should be designed for a lateral earth pressure computed on the basis of an equivalent
fluid unit weight of at least 45 pcf for backfill consisting of the on -site granular soils.
Cantilevered retaining structures taller than 12 feet should be designed for a uniform
lateral earth pressure of at least 22.5H psf where H is the wall or retaining structure height
in feet. The wall backfill should not contain vegetation, topsoil or oversized rocks.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
Job No. 11 1086A Cgg&ech
.tip
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum
standard Proctor density (SPD) at a moisture content near optimum. Backfill in pavement
and walkway areas should be compacted to at least 95% SPD. Care should be taken not
to overcompact the backfill or use large equipment near the wall, since this could cause
excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill
should be expected, even if the material is placed correctly, and could result in distress to
facilities constructed on the backfill. Use of a select granular import material, such as
road base, and increasing compaction to at least 98% SPD could be done to help mitigate
the settlement potential.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of 0.45. Passive pressure of compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 350 pcf. The coefficient of friction and passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
design to limit the strain which will occur at the ultimate strength, particularly in the case
of passive resistance. Fill placed against the sides of the footings to resist lateral loads
should be a granular material compacted to at least 95% of the maximum standard Proctor
density at a moisture content near optimum.
FLOOR SLABS
The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on- grade construction. To reduce the effects of some differential movement, floor slabs
should be separated from all bearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to reduce
Job NO. 111 086A NPtech
-7-
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 6 inch layer of free - draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2 inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on -site granular soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Groundwater was encountered near the proposed excavation depth and it has been our
experience in mountainous areas that local perched groundwater can develop during times
of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create
a perched condition. We recommend below -grade construction, such as retaining walls,
crawlspace and basement areas, be protected from wetting and hydrostatic pressure
buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free - draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish
grade and sloped at a minimum 1 % to a suitable gravity outlet. Several interior lateral
drains below the basement level floor slab may also be needed. Free - draining granular
material used in the underdrain system should contain less than 2% passing the No. 200
sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The
drain gravel backfill should be at least 2 feet deep and extend to above any seepage in the
adjacent excavation cut face.
Job No. 111 086A G �gtech
SITE GRADING
There is a risk of construction - induced slope instability at the site due to the proposed
relatively deep cuts into the steep hillside and potentially encountering groundwater. The
excavation cut faces should be laid back to a stable grade or shored. Temporary cut .
slopes should be no steeper than 1'h (horizontal) to 1 (vertical). Support of the cut slopes
by soil nail walls appears feasible and is commonly used in the area. A specialty
contractor should be contacted for the design and construction of the shoring.
Embankment fills should be limited to about 8 to 10 feet deep and be compacted to at
least 95% of the maximum standard Proctor density near optimum moisture content.
Prior to fill placement, the subgrade should be carefully prepared by removing all
vegetation and topsoil and compacting to at least 95% of the maximum standard Proctor
density. The fill should be benched into the portions of the hillside exceeding 20% grade.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or
flatter and protected against erosion by revegetation or other means. The risk of slope
instability will be increased if seepage is encountered in cuts and flatter slopes may be
necessary. If seepage is encountered in permanent cuts, an investigation should be
conducted to determine if the seepage will adversely affect the cut stability. We should
review site grading plans for the project prior to construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
JOD 1V0. 111 UMA Gi�gtech
"I
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free - draining wall backfill should be capped with about 2 feet of the on-
site finer graded soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory boring drilled at the location indicated
on Figure 1, the proposed type of construction and our experience in the area. Our
services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include extrapolation of the subsurface conditions identified at
the exploratory boring and variations in the subsurface conditions may not become
evident until excavation is performed. If conditions encountered during construction
appear different from those described in this report, we should be notified so that re-
evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
Job No. 111 086A Go' tech
-10-
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on -site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
David A. Young, P.E. S_ ' X216
ON 0
Reviewed by: � l
�0
fii1111�
Steven L. Pawlak, P.E.
DAY / jsm
REFERENCES
Town of Vail, 2000a. Official Rockfall Hazard Map, Town of Vail. Prepared by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Town of Vail, 2000b. Official Debris Flow Hazard Map, Town of Vail. Prepared by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Town of Vail, 2000c. Official Avalanche Hazard Map, Town of Vail. Prepared by the
Town of Vail, Vail, Colorado (Adopted by the Town Council on October 17,
2000).
Job No. 111 086A " ~ tech
LEGEND:
TOPSOIL; organic, clayey silty sand, soft, very moist, dark brown.
SAND (SC); clayey, silty, typically gravelly, scattered cobbles, medium dense, moist to occasionally very moist,
brown, low plasticity fines, rocks are primarily subangular to angular.
oe SAND AND GRAVEL (SC -GC); with cobbles, probable boulders, clayey, silty, dense, moist, brown, low plasticity
fines, rocks are primarily subangular to angular.
Relatively undisturbed drive sample; 2 -inch I.D. California liner sample.
10/12 Drive sample blow count; indicates that 10 blows of a 140 pound hammer falling 30 inches were
required to drive the California sampler 12 inches.
Free water level in boring and number of days following drilling measurement was taken.
— 0 Depth at which boring had caved when checked 7 days following drilling.
NOTES:
1. The exploratory boring was drilled on May 3, 2011 with a 4 -inch diameter continuous flight power auger.
2. Location of the exploratory boring was measured approximately by pacing from features shown on the site plan
provided.
3. The exploratory boring elevation was measured by instrument level and refers to the Bench Mark shown on Figure 1.
4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the boring at the time of drilling or when checked 1 day later. Free water was
encountered when checked 7 days following drilling at the depth shown on Figure 2. Fluctuation in water level may
occur with time.
7. Laboratory Testing Results:
WC = Water Content ( %)
DD = Dry Density (pcf)
-200 = Percent passing No. 200 sieve
111 086A Getell ex :h I LEGEND AND NOTES I Figure 3
Hepworth— Pawiak Geotechnicol
Moisture Content = 11.8 percent
Dry Density = 111 pcf
Sample of: Clayey Silty Sand with Gravel
From: Boring 1 at 3 Feet
0
No movement
upon
0 1
wetting
a�
a
E 2
0
U
3
100
0.1 1.0 10
APPLIED PRESSURE - ksf
Moisture Content = 8.3 percent
Dry Density = 130 pcf
Sample of: Clayey Silty Sand
From: Boring 1 at 13 Feet
0
1
c
co
Q
X
w 0
c
0
a
E
Expansion
U
upon
2
wetting
0.1 1.0 10 100
APPLIED PRESSURE - ksf
111 086A
�@Ch
SWELL- CONSOLIDATION TEST RESULTS
Figure 4
He worth— Pawlak Geotechnical
I
0
c
0
N
(n 2
a�
a
E
0
U 3
4
0
0
c
0
U 1
m
a
E
0
U 2
Moisture Content = 11.9 percent
Dry Density = 121 pcf
Sample of: Clayey Silty Sand
From: Boring 1 at 23 Feet
No movement
upon
wetting
0.1 1.0 10 100
APPLIED PRESSURE - ksf
rev
111 086A
Moisture Content = 8.8 percent
Dry Density = 112 pcf
Sample of: Clayey Silty Sand and Gravel
From: Boring 1 at 28 Feet
No movement
upon
wetting
1.0 10
APPLIED PRESSURE - ksf
SWELL- CONSOLIDATION TEST RESULTS
F•
Figure 5
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
TABLE 1
SUMMARY OF LABORATORY TEST RESULTS
Job No. Ill 086A
SAMPLE
LOCATION
NATURAL
MOISTURE
CONTENT
(y)
NATURAL
DRY DENSITY
(Pcf)
GRADATION
PERCENT
PASSING NO.
200 SIEVE
ATTERBERG LIMITS
UNCONFINED
COMPRESSIVE
STRENGTH
(PSF)
SOIL OR
BEDROCK TYPE
BORING
DEPTH
(ft)
GRAVEL
(�)
SAND
( %)
LIQUID LIMIT
M
PLASTIC
INDEX
M
1
3
11.8
111
Clayey Silty Sand with
Gravel
13
8.3
130
Clayey Silty Sand
18
10.3
123
28
Clayey Silty Sand with
Gravel
23
11.9
121
Clayey Silty Sand
28
8.8
112
Clayey Silty Sand and
Gravel
CNJ(
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: LARKPSUR IOT 5 HOUSE
Energy Code:
2009 IECC
21.0
Location:
Vail, Colorado
38
Construction Type:
Single Family
Glazing Area Percentage:
23%
Heating Degree Days:
9248
Climate Zone:
6
Construction Site:
Owner /Agent:
2644 Larkspur Lane
Dave Hilb
Vail, CO 81657
748
2644 Larkspur Lane LLC
0.0
1465 Aspen Grove Lane
Wall height: 11.0'
Vail, CO 81657
970 -476 -7051
Depth below grade: 7.0'
d.hilb @comcast.net
Compliance: 3.5% Better Than Code Maximum UA: 751 Your UA: 725
The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -0N rules.
ft DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Designer /Contractor:
John Martin
Martin Manley Architects
PO Box 4701
Eagle, CO 81631
970 - 328 -0592
john@martinmanleyarchitects.com
Basement Wall 1: Solid Concrete or Masonry
986
21.0
0.0
38
Wall height: 11.0'
Depth below grade: 10.0'
Insulation depth: 11.0'
Basement Wall 2: Solid Concrete or Masonry
748
21.0
0.0
35
Wall height: 11.0'
Depth below grade: 7.0'
Insulation depth: 11.0'
Basement Wall 3: Solid Concrete or Masonry
313
21.0
0.0
11
Wall height: 12.0'
Depth below grade: 12.0'
Insulation depth: 12.0'
Basement Wall 4: Solid Concrete or Masonry
112
21.0
0.0
4
Wall height: 8.8'
Depth below grade: 8.8'
Insulation depth: 8.8'
Basement Wall 5: Solid Concrete or Masonry
100
21.0
0.0
4
Wall height: 11.0'
Depth below grade: 8.0'
Insulation depth: 11.0'
Basement Wall 6: Solid Concrete or Masonry
96
21.0
0.0
4
Wall height: 11.0'
Depth below grade: 3.0'
Insulation depth: 11.0'
Window 1: Wood Frame:Double Pane with low -E
30
0.300
9
Wall 1 - south: Wood Frame, 16" o.c.
680
33.0
0.0
21
Window - Casement: Wood Frame:Double Pane with Low -E
76
0.300
23
Window - fixed: Wood Frame:Double Pane with Low -E
88
0.260
23
Window - glass door: Wood Frame:Double Pane with Low -E
72
0.300
22
Wall 2 - east: Wood Frame, 16" o.c.
456
33.0
0.0
15
Window - fixed: Wood Frame:Double Pane with Low -E
80
0.260
21
Window - glass door: Wood Frame:Double Pane with Low -E
47
0.300
14
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS\2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 1 of 6
Wall 3 - north: Wood Frame, 16" o.c.
1750 33.0
0.0
57
Window - fixed: Wood Frame:Double Pane with Low -E
172
0.260
45
Window - casement: Wood Frame:Double Pane with Low -E
77
0.300
23
Window - dbl hung: Vinyl Frame:Double Pane with Low -E
39
0.300
12
Window - glass door: Wood Frame:Double Pane with Low - -E
56
0.300
17
Door - 2 solid doors: Solid
53
0.500
27
Door - garage door: Solid
147
0.500
74
Wall 4 - west: Wood Frame, 16" o.c.
402 33.0
0.0
18
Window - awning: Wood Frame:Double Pane with Low -E
12
0.300
4
Ceiling 1: Structural Insulated Panels (SIPs)
1578
57.0
30
Floor 1: Slab-On-Grade: Heated
193
5.0
174
Insulation depth: 1.0'
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 2009 IECC requirements in
REScheck Version 4.4.1 and to comply with the mandatory requirements
listed in the REScheck Inspection Checklist.
, 6O+oo � n� — l�'C t—t
Name - Title
Signature
Date
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents \PROJECTS\2011 \HILB LARKSPUR LOT 5 \DOCS \Larkspur
Rescheck.rck Page 2 of 6
nN(
REScheck Software Version 4.4.1
Inspection Checklist
Ceilings:
❑ Ceiling 1: Structural Insulated Panels (SIPs), R -57.0 assembly R -value
Comments:
Above -Grade Walls:
❑ Wall 1 - south: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
❑ Wall 2 - east: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments: —
❑ Wall 3 - north: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments:
❑ Wall 4 - west: Wood Frame, 16" o.c., R -33.0 cavity insulation
Comments.
Basement Walls:
❑ Basement Wall 1: Solid Concrete or Masonry, 11.0' ht / 10.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 2: Solid Concrete or Masonry, 11.0' ht / 7.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 3: Solid Concrete or Masonry, 12.0' ht / 12.0' bg / 12.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 4: Solid Concrete or Masonry, 8.8' ht / 8.8' bg / 8.8' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 5: Solid Concrete or Masonry, 11.0' ht / 8.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
❑ Basement Wall 6: Solid Concrete or Masonry, 11.0' ht / 3.0' bg / 11.0' insul, R -21.0 cavity insulation
Comments:
Windows:
❑ Window 1: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window - Casement: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
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Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break?
Comments:
Yes No
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes
Comments:
❑ Window - fixed: Wood Frame:Double Pane with Low -E, U- factor: 0.260
For windows without labeled U- factors, describe features:
#Panes Frame Type _ Thermal Break?
Comments:
No
Yes No
❑ Window - casement: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments.
❑ Window - dbl hung: Vinyl Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window - glass door: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes —_ No
Comments:
❑ Window - awning: Wood Frame:Double Pane with Low -E, U- factor: 0.300
For windows without labeled U- factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door - 2 solid doors: Solid, U- factor: 0.500
Comments:
Up to 40 sq.ft. of this door is exempt from the U- factor requirement.
❑ Door - garage door: Solid, U- factor: 0.500
Comments:
Floors:
❑ Floor 1: Slab -On- Grade: Heated, 1.0' insulation depth, R -5.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 1.0 ft. OR down to at least the bottom of the slab then horizontally for a
total distance of 1.0 ft.
Air Leakage:
❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between
window /door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather- stripped and insulated (without insulation compression or
damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed
to maintain insulation application.
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
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Lj Wood - burning fireplaces have gasketed doors and outdoor combustion air.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7
ACH at 33.5 psf OR 2) the following items have been satisfied:
(a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed.
(c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d) Floors: Air barrier is installed at any exposed edge of insulation.
(e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or
sprayed /blown insulation extends behind piping and wiring.
(f)l Corners, headers, narrow framing cavities, and rim joists are insulated.
(9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall.
Sunrooms:
Ll Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U- factor of 0.50 and the maximum
skylight U- factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value.
❑ Materials and equipment are identified so that compliance can be determined.
Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
0 Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications.
Duct Insulation:
Lj Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R -6.
Duct Construction and Testing:
Lj Building framing cavities are not used as supply ducts.
Lj All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means
of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically
fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet -metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
❑ All ducts and air handlers are located within conditioned space.
Heating and Cooling Equipment Sizing:
Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and /or Service Water Heating (Sections 503 and 504).
Circulating Service Hot Water Systems:
Lj Circulating service hot water pipes are insulated to R -2.
Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3.
Swimming Pools:
❑ Heated swimming pools have an on /off heater switch.
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08111
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Lj Pool heaters operating on natural gas or LPG have an electronic pilot light.
❑ Timer switches on pool heaters and pumps are present.
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar- and /or waste - heat - recovery systems.
F1 Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a
minimum insulation value of R -12.
Exceptions:
Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source.
Lighting Requirements:
Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a) Compact fluorescent
(b) T -8 or smaller diameter linear fluorescent
(c) 40 lumens per watt for lamp wattage <= 15
(d) 50 lumens per watt for lamp wattage > 15 and <= 40
(e) 60 lumens per watt for lamp wattage > 40
Other Requirements:
Li Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is
above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c').
Certificate:
❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window
U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility
of the circuit directory label, service disconnect label or other required labels.
NOTES TO FIELD: (Building Department Use Only)
Project Title: LARKPSUR IOT 5 HOUSE Report date: 06/08/11
Data filename: C: \Documents and Settings \John Martin \My Documents\PROJECTS\201 1 \HILB LARKSPUR LOT 5 \DOGS \Larkspur
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. C2009 IECC Energy
�(j Efficiency Certificate
,isulation .
Ceiling / Roof 57.00
Wall 33.00
Floor / Foundation 21.00
Ductwork (unconditioned spaces):
Glass & Door Rating U-Factor SHGC
Window 0.26 0.23
Door 0.50 NA
Heating System:
Cooling System:
Water Heater:
Name:
Comments:
Date:
Sierra Pacific Windows
A Division of Sierra Pacific Industries
1 1121 Singletree Road, Box 2040
Edwards, Colorado 81632 -2040
swrrar� ii. 970 - 926- 3715(Phone)
tN 970 - 926- 3745(Fax)
May 23, 2011
Sold To:
DAVE AND ANNE HILB
2644 LARKSPUR
VAIL, CO 81657
(970)376-2742-Cell
DAVE HILB
Order Check List
Species _
Quantity _
Operation _
Rough Opening _
Glazing /Lites _
Warranty Information
Limited Warranty
(Applies to these line item numbers)
No Warranty
(Applies to these line item numbers)
CUSTOMER ACCEPTANCE COPY 7.55.0
3/31/2011
Order Number 90303704
Terms: Bank Draw
Required Deposit : $14,000.00
PO #:
Job # :
Permit No #:
Box Screens : No
Box Hardware: Yes
Ship To:
DAVE AND ANNE HILB
2644 LARKSPUR
VAIL, CO 81657
(970)376- 2742 -Cell
DAVE HILB
Page 1 of 13
Direct Ship:
No
Subdivision :
INTERMOUNTAIN
Tract Number:
BLOCK 1
Property Location:
2644 LARKSPUR
LOT 5
VAIL, CO 81657
Property Owner.
DAVE AND ANNE HILB
2744 LARKSPUR
VAIL. CO 81657
Lender:
Loan #: 1234
Jamb Size Drawing Page(s) Owners Manual /SPW Warranty Color (Clad) 010 Hrvst Cran
Primed vs Clear O/S Purchase lead time Installation Instructions
Exterior Trim O/S Purchase warranty No Shop Drawings Required
Hardware WUI Compliant (Exterior) (Interior) Distressed
Screens Terms and Conditions Colonial Contemporary
(This order is subject to the terms and conditions printed on the back page. Please read them before signing.)
Customer Signature
Date
Order Summary
Net Total $ 28,815.96
4.40 Tax Rate $ 1,267.90
Labor Charge $ 0.00
Sales Rep Signature Spencer Butts Order Total $ 30,083.86
Order
Number
90303704
Page 2 of 13 Initials:
Rough Opening
Lite or
Jam
ft,
Qly
Product Code Width x Height
Open
Sym
Location
Glaze
Grills
Hardware
Exterior
sire Additional
(inches)
XX
LOWER BEDROOM
Options
Insulated
Pattern
1 Lite
Bronze
Trim
(Inches) Options
6 11/16" Clad: 10
1
1
C -DHC- 3660 -2 723/4 x 60 3/4
No Brickmould
Carmel Double Hung
Vent Tubes
- Hardware
No Sill Nose
Hrvst Cran
LoE3 -366
Hrvst Cran
Pine
Temp Int
- Screen
Clear Int.
1.1-factor: 0.30
LOE -i81
SHGC: 0.19
C -DG- 3030 -1 120 3/4 x 603/4
Insulated
1 Lite
No Hardware
No Brickmould
6 11/16" Clad: 10
2
1
0
OVER LIVING
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE' -366
Pine
Mulled Unit
Temp Int
Clear Int.
'" First item in unit
LoE -i81
Coln, Profile
1.1-factor: 0.26
SHGC: 0.23
Insulated
1 Lite
No Hardware
No Brickmould
811/16" Clad: 10
1
C- DG- 3030 -1 > See item # 2
0
OVER LIVING
Direct Glaze
Vent Tubes
No Scrosn
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 2
Temp Int
Clear Int.
LoE -i81
Colnl Profile
U- factor: 0.26
SHGC: 0.23
C -DG- 3030 -1 > See item # 2
1
0
OVER LIVING
Insulated 1 Lite No Hardware No Brickmould 6 11/16" Clad: 10
Direct Glaze
Vent Tubes No Screen No Sill Nose Hrvst Cran
LoE3 -366 Pine
-> See item # 2
Temp Int Clear Int.
LoE -i81 Cold Profile
1.1-factor: 0.28
SHGC: 0.23
0
OVER LIVING
Insulated 1 Lite No Hardware No Brickmould 6 11/16" Clad: 10
1
C -DG- 3030 -1 > See item # 2
Direct Glaze
Vent Tubes No Screen No Sill Nose Hrvst Cran
LoE' -366 Pine
-> See item # 2
Temp Int Clear Int.
LOE481 Cold Profile
1.1-factor: 0.26
SHGC: 0.23
C- DG- 3030 -1 > See item # 2
1
O
OVER LIVING
Insulated
1 Lite
No Hardware
NO Bridara dd
6 11/16"
Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 2
Temp Int
Clear Int.
LoE -i81
Colnl Profile
1.1-factor: 0.26
SHGC: 0.23
7
1
C-DG- 3030 -1 -> See item # 2
0
OVER LIVING
Insulated
1 Lite
No Hardware
No Brickmould
611/16"
Clad: 10
Direct Glaze
Vent Tubes
No Screen
No SIII Nose
Hrvst Cran
LoE' -366
Pine
-> See item # 2
Temp Int
Clear Int.
LoE -i81
Cold Profile
U- factor: 0.26
SHGC: 0.23
O
OVER LIVBVG
Insulated
1 Lite
No Hardware
No Brickmould
6 11/16"
Clad: 10
8
1
C -DG- 3030 -1 > See item # 2
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE' -366
Pine
-> See Item # 2
Temp Int
Clear Int.
LoE -i81
Colnl Profile
11.1-factor: 0.26
SHGC: 0.23
Order
Number
90303704
Rough Opening
Lke or
Grille
Pattern
—
Hardware
Itm
ay
Product Code
Width x Height
Oper
Syrn
Locatlion
Glaze
No Screen
No Sill Nose Hrvst Cran
C -DG- 3030 -1
(Inches)
0
OVER LIVING
Options
Insulated
1
> See item # 2
Clear Int.
Direct Glaze
CoInl Profile
Vent Tubes
1 Lite
Munchen /374
No Brickmould 6 11/16" Clad: 10
LoE" -366
Hrvst Cran
-> See item # 2
- Trim Set
Doug Fir
Temp Int
OR Brass
Clear Int.
No Hardware
No Brleknauld
611/18"
- Hinges
LoE -i81
No Screen
No Sill Nose
U- factor: 0.26
Hrvst Cran
Ext:- Screen
SHGC: 0.23
1580 Screen
GREAT ROOM
Insulated
10
1
C-SD- 8886 -2
88 7/18 x 681/2
OR
NoBrkkmoukt
611/16"
Clad: 10
Shasta Door
1 Late
No Hardware
No Brickmould
611/16"
Tempered
- Hardware
No Screen
No Sill Nose
Hrvst Cran
Vent Tubes
Clear Int.
- Screen
Pine
LoE3 -366
Clear Int,
Drawing Required
LoE -i81
Head: 4 5/8
U- factor: 0.30
Stile: 4 5/8
SHGC: 0.16
Kick: 6 13/16
1:
SAVE $370 WITH PATIO SLIDER IN PLACE OF SWING DOOR
11
1
C-DG- 3313/1630 -1 86 3/8 x 60 3/4
0
GREAT ROOM
Insulated
Direct Glaze
Vent Tubes
LoE' -366
Mulled Unit
Tamp Int
" First item in unit
LoE -i81
U- factor: 0.26
SHGC: 0.23
C -DG -33 13/1630 -1 > See item # 11
12
1
0
GREAT ROOM
Insulated
Direct Glaze
Vent Tubes
LoE3 -388
-> See item # 11
Tamp Int
LoE -181
11.1-factor: 0.26
SHGC: 0.23
C -DG -33 13/1630 -1 > See item # 11
GREAT ROOM
Insulated
13
1
0
Direct Glaze
Vent Tubes
LoE' -366
-> See item # 11
Temp Int
LoE -i81
U- factor: 0.26
SHGC: 0.23
C -DG -33 13/1630 -1 > See item # 11
14
1
0
GREAT ROOM
Insulated
Direct Glaze
Vent Tubes
LoE3 -368
-> See item # 11
Tamp Int
LoE481
U- factor: 0.26
SHGC: 0.23
OXXO
GREAT ROOM
Insulated
15
1
C-PS- 144096 -4
141 15/18 x 981/4
Patio Slider
Tempered
Vent Tubes
LoE' -366
U- factor: 0.30
LoE -i81
SHGC: 0.17
Head: 4 5/8
Stile: 4 5/8
Kick: 6 13/16
Order
Number
90303704
Page 3 of 13 Initials:
Jam
Exterior Size Addklonal
Trim (inches) Options
Lke or
Grille
Pattern
—
Hardware
1 Lite
No Hardware
No Brickmould 6 11/16" Clad: 10
No Screen
No Sill Nose Hrvst Cran
Pine
Clear Int.
CoInl Profile
1 Lite
Munchen /374
No Brickmould 6 11/16" Clad: 10
OR Brass
Hrvst Cran
- Trim Set
Doug Fir
OR Brass
Clear Int.
No Hardware
No Brleknauld
611/18"
- Hinges
No Screen
No Sill Nose
Hrvst Cran
Ext:- Screen
1580 Screen
Brown - Qlon
1 Lite
Verona /2170
NoBrkkmoukt
611/16"
Clad: 10
1 Late
No Hardware
No Brickmould
611/16"
Clad: 10
- Hardware
No Screen
No Sill Nose
Hrvst Cran
Loose
Clear Int.
- Screen
Pine
1580 Screen
Clear Int,
Co1nl Profile
1 Lite No Hardware No Brickmould 6 11/16" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Cold Profile
1 Lite No Hardware No Srk kmould 6 11/18" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Colnl Profile
1 Lite
No Hardware
No Brleknauld
611/18"
Clad: 10
No Screen
No Sill Nose
Hrvat Cran
Pine
Clear Int.
Colnl Profile
1 Lite
Verona /2170
NoBrkkmoukt
611/16"
Clad: 10
OR Brass
Hrvst Cran
- Hardware
Shipped
Doug Fir
Hrvst Cran
Loose
Clear Int.
- Screen
1580 Screen
1 Lite No Hardware No Brickmould 6 11/16" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Cold Profile
1 Lite No Hardware No Srk kmould 6 11/18" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Colnl Profile
1 Lite
Order
Number
90303704 Page 4 of 13 Initials:
Jam
Rough Opening
Lite or
Ihrr
Qty
Product Code
Width x Height Oper
Sym
Location
Glaze
Grille
Hardware Exterior Size Additional
(Inches)
102 3/4 x 66 3/4 LSR
Options
pattern
Trim O O
(inches) p� M
Bronze No Brickmould 6 11/16" Clad: 10
16
1
C- AC- 3466 -3
DINING ROOM
Insulated
1 Lite
Aspen Casement
Vent Tubes
- Hardware No Sill Nose Hrvst Cran
LoE3 -366
White Pine
Temp Int
- Screen Designer Sash
U- factor: 0.30
LoE -i81
Clear Int.
SHGC: 0.17
C-DG- 3036 -1
OVER ENTRY
insulated
Cold Profile
No Hardware No Brickmould 611/16" Clad: 10
17
1
30 3/4 x 36 34
O
1 Lite
Direct Glaze
Vent Tubes
No Screen No Sill Nose Hrvst Gran
LoE' -366
Pine
Temp Int
Clear Int.
U- factor. 0.26
LoE -i81
Cold Profile
SHGC: 0.23
18
1
C-DG- 4836 -1 48 3/4 x 36 3/4
O
OVER ENTRY
Insulated
1 Lite
No Hardware
No Brickmould 61 Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose Hrvst Gran
LoE3 -366
Pine
Temp Int
i
Clear Int.
U- factor. 0.26
LoE -i81
Colnl Profile
SHGC: 0.23
C- DG- 3036 -1 30 3/4 x 36 3/4
Insulated
1 Lite
19
1
O
OVER ENTRY
No Hardware No Brickmould
811/16" Clad: 10
Direct Glaze
Vent Tubes
No Screen No Sill Nose
i Hrvst Gran
LoE' -388
Pine
Temp Int
Clear Int.
U- factor: 0.26
LoE -181
CoInI Profile
SHGC: 0.23
C-DHC- 3660 -2 72 3/4 x 60 3/4
Bronze No Brickmould
6 11/16" Clad: 10
20
1
xX
BEDROOM 4
Insulated 1 Lite
Carmel Double Hung
Vent Tubes
- Hardware No Sill Nose
Hrvst Cran
LoE' -368
Hrvst Gran
Pine
Temp Int
Screen
Clear Int.
U- factor: 0.30
LoE -i81
SHGC: 0.18
1: SMALLEST DOUBLE HUNG THAT MEETS EGRESS 1
Insulated 1 Lite
21 1 C-DHC- 2848 -2 56 3/4 x 48 3/4 XX
MASTER TUB
Bronze
No Brickmould
811/18" Clad: 10
Carmel Double Hung
Tempered
- Hardware
No Sill Nose
Hrvst Gran
Vent Tubas
Hrvst Gran
Pine
LoE' -388
Screen
Clear Int,
U- factor: 0.30
LoE481
SHGC: 0.19
Bronze No Briokmould
1 C- DHC- 28481 28 3/4 x 48 3/4 X
MASTER CLOSET
Insulated 1 Lite
811/16" Clad: 10
Cartel Double Hung
Vent Tubes
- Hardware No Sill Nose
Hrvst Gran
LoF -366
Hrvst Gran
Pine
Temp Int
- Screen
Clear Int.
U- factor: 0.30
LoE -i81
SHGC: 0.19
BATH 2
8 11/16"
Clad: 10
23 1 C -DHC- 2848 -1 28 3/4 x 48 3/4 X
Insulated 1 Lite
Bronze No Brickmould
Carmel Double Hung
Tempered
- Hardware No SIII Nose
( Hrvst Gran
Vent Tubes
Hrvst Gran
Pine
LoE' -366
- Screen
Clear Int.
U- factor: 0.30
LoE -i81
SHGC: 0.19
Rough Opening
Rm Oty Product Code Width x Height Oper sym Location
(Inches)
24 1 C-SD- 7298 -2 74 7/16 x 98 1/2 LO BEDROOM 3
Shasta Door
Drawing Required
Ll- factor: 0.30
SHGC: 0.16
1: SAVE 318 IF PATIO SLIDER IN PLACE OF SWING DOOR
25 1 C -AC- 3888 -3 108 3/4 x 86 3/4 LSR
Aspen Casement
1.1-factor: 0.30
SHGC: 0.17
28 1 C -WC- 3066 -2 60 314 x 66 314 LR
Casement
LI- factor: 0.30
SHGC: 0.19
27 1 C-PS- 108096 -3 1107/16x981/4 OLO
Patio Slider
1.1-factor: 0.30
SHGC: 0.17
1 C -TP -35 7/1624 -1 141 1/2 x 61 5/8 L
Trapezoid
Mulled Unit
— First item in unit
Drawing Required
LI- factor: 0.26
SHGC: 0.23
1 C -TP -35 1/836 -1 > See item # 28 L
Trapezoid
-> See item # 28
Drawing Required
U- factor: 0.28
Order Numbe
Lib or
Glaze Grille
Options Pam
ated 1 Lite
Vent Tubes
LoE' -366
LoE -i81
Head: 4 5/8
Stile: 4 5/8
Kick: 6 13/16
BEDROOM 2 Insulated
Vent Tubes
LoE3 -366
Temp Int
LoE -i81
OVER STAIR Insulated
Vent Tubes
LoE3 -388
Temp Int
LoE -181
MASTER BEDROOMIInsulated
Vent Tubes
LoE' -366
LoE -i81
Head: 4 5/8
Stile: 4 518
Kick: 6 13/16
OVER LIVING Insulated
Vent Tubes
LoE' -366
Temp Int
LoE -i81
OVER LIVING
Tubes
-366
Int
it 90303704 Page 5 of 13 Initials:
Hardware Exterior Sale Additional
Trim (Inches) Options
Munchen /374 No Brickmould 6 11/16" Clad: 10
1 Lite No Hardware No Brickmould 8 11/16" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Coln] Profile
1 Lite No Hardware No Brickmould 811/18" Clad: 10
No Screen No Sill Nose Hrvat Cran
Pine
Clear int.
Cold Profile
OR Brass
Hrvst Cran
- Trim Set
Doug Fir
OR Brass
Clear Int.
- Hinges
Hrvst Cran
Ext:- Screen
1580 Screen
Brown - Qlon
Bronze No Brickmould
1 Lite
611/16"
Clad: 10
- Hardware No Sill Nose
Hrvst Cran
White
Pine
- Screen
Designer Sash
Clear int.
Coln[ Profile
1 Lite
Bronze No Brickmould
611/16"
Clad: 10
- Hardware No Sill Nose
Hrvst Cran
White
Pine
Int:- Screen
Narrow Sash
Clear Int.
Verona /2170 No Brickmould
Cold Profile
1 Lite
811/16"
Clad: 10
OR Brass
Hrvst Cran
- Hardware
Shipped
Doug Fir
Hrvst Cran
Loose
Clear Int.
- Screen
1580 Screen
1 Lite No Hardware No Brickmould 8 11/16" Clad: 10
No Screen No Sill Nose Hrvst Cran
Pine
Clear Int.
Coln] Profile
1 Lite No Hardware No Brickmould 811/18" Clad: 10
No Screen No Sill Nose Hrvat Cran
Pine
Clear int.
Cold Profile
Order Number
90303704
Page
6 of 13 Initials:
Lite or
Rough Opening
Jam
HM
Qty
Product Code
Width x Height
g
Oper
sym
Location
Glaze Grille
Hardware
Exterior
size
Additional
(Inches)
-> See item # 28
L
OVER LIVING
Options
Pt Pattern
Insulated 1 Lite
Trim
(inches)
Options
Clad: 10
30
1
C -TP -35 1/818 -1
No Hardware
No Brickmould
6 11/16"
Trapezoid
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoF -366
Pine
-> See item # 28
Temp Int
Clear Int.
LoE -i81
Colnl Profile
Drawing Required
U- factor: 0.26
SHGC: 0.23
31
1
C -TP -35 7 /1630 -1
-> Sae item # 28
L
OVER LIVING
Insulated
1 Lite
No Hardware
No Brickmould
811/16"
Clad: 10
Trapezoid
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 28
Temp Int
Clear Int.
LoE -i81
Coinl Profile
Drawing Required
U- factor: 0.26
SHGC: 0.23
32
1
C-DG- 351/830 -1
-> See item # 28
0
OVER LIVING
Insulated
1 Lke
No Hardware
No Brickmould
811/16" Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE' -366
Pine
-> See item # 28
Temp Int
Clear Int.
LoE -i81
Cold Profile
U- factor: 0.26
SHGC_
33
1
C -DG -35 7/1 7/1830 -1
-> See item # 28
O
OVER LIVING
Insulated
1 Lite
No Hardware
No Brickmould
811/18" Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LcE' -388
Pine
-> See item # 28
Temp Int
Clear Int.
LoE -i81
Colnl Profile
U : 0.26
SHGC: 0.23
OVER LIVING
No Brickmould
6 11/16" Clad: 10
34
1
C -DG -35 7/1630 -1
1417/8 x 80 3/4
0
Insulated
1 Lite No Hardware
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
I Pine
Mulled Unit
Temp Int
Clear Int.
" Flrst item in unit
LoE -i81
Colnl Profile
i
U- factor: 0.28
SHGC: 0.23
OVER LIVING
Insulated
1 Lite No Hardware
35
1
C -DG- 351/830 -1
> See item # 34
O
No Brickrtwuld 611/16" Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose Hrvst Cran
LoE3 -366
Pine
-> See item # 34
Temp Int
Clear Int.
LoE -i81
Colni Profile
U- factor: 0.26
SHGC: 0.23
Insulated
1 Lite No Hardware
No Brickmould 6 11/16" Clad: 10
38
1
C -DG -35 1/830 -1
> See item # 34
0
OVER LIVING
Direct Glaze
Vent Tubes
No Screen
No Sill Nose Hrvst Cran
LoE' -388
Pine
-> See item # 34
Tamp Int
Clear Int.
LoE -181
Colnl Profile
U -factor 0.26
SHGC: 0.23
Rough Opening
Order
Number 90303704
Lite or
Page 7 of 13 Initials:
Jam
Itrrl
Qty Product Code
Width x Height Oper
syrrt
Location
Glaze
Grills Hardware
Exterior
Size Additional
1 C -DG -35 7/1630 -1
(Inches)
> See item # 34 O
Options
Patter
1 Lite No Hardware
Trim
No Brickmouid
(Inches) Options
6 11/16" Clad: 10
37
OVER LIVING
Insulated
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
> See item # 34
Temp Int
Clear Int.
LoE -i81
COInI Profile
U- factor: 0.26
SHGC: 0.23
1 Lite No Hardware
811118- Clad: 10
38
1
C -DG -35 7/1630 -1
-> See item # 34
O
OVER LIVING
Insulated
No Bridvrm"d
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 34
Temp Int
Clear Int.
LoE -i81
Colnl Profile
U- factor: 0.26
SHGC: 0.23
1 Lite No Hardware
39
1
C-DG- 3511830 -1
> See item # 34
O
OVER LIVING
Insulated
No Brickmould
611/18"
Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 34
Temp Int
Clear Int.
LoE -i81
Colni Profile
U- factor: 0.26
SHGC: 0.23
40
1
C -DG -35 1/830 -1
> See item # 34
IO
OVER LIVING
Insulated
1 Lite
No Hardware No Brickmould 6 11116" Clad: 10
Direct Glaze
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE' -388
Pine
-> See hem 0 34
Temp IM
Clear I nt.
LoE -i81
Cold Profile
U- factor: 0.26
SHGC: 0.23
OVER LIVING
No Hardware No Brickmould 6 11/16" Clad: 10
41
1
C -DG -35 7/1630 -1 > See item # 34 O
Insulated
1 Lite
Direct Glaze
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE3 -366
Pine
-> See item # 34
Temp Int
Clear Int.
LoE -i81
Cold Profile
U- factor: 0.26
SHGC: 0.23
FIELD MULL KIT
42
1
Field Mull Kit
Drawing Required
Priced By Factory
C -TP -35 7/1630 -1 141 718 x 90 3/4 R
OVER LIVING
Insulated 1 Lite
No Hardware No Brickmould 6 11/16" Clad: 10
43
1
Trapezoid
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE' -366
Pine
Mulled Unit
Temp Int
Clear Int.
" First item in unit
LoE -181
Colnl Profile
Drawing Required
1/2" INTRLCK
1.1-factor: 0.26
SHGC: 0.23
Insulated 1 Lite
44
1
C -TP -35 1/818 -1
> See item # 43
R
OVER LIVING
No Hardware
No Brickmould
6 11/16"
Clad 10
Trapezoid
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE' -366
i Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
COInI Profile
Drawing Required
U-factor: 0.26
SHGC . 0.23
-- -- - -- -
- - -
Order Number
90303704
Page
8 of 13 Initials:
Rough Opening
Lite or
Jam
Mrn
My
Product Code
Width x Height Oper
Sym
Location
Glaze Grille
Herdware
Exterior
Size
Additional
C -DG -35 7/1630 -1
(Inches)
> See item # 43 10
OVER LIVING
Options Pattern
Insulated 1 Lite
NO Hardware
Trim
No Brickmould
(inches)
Options
Clad: 10
45
1
6 11/16"
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
Colnl Profile
U- factor: 0.26
SHGC: 0.23
> See item # 43 0
OVER LIVING
Insulated 1 Lice
Clad: 10
46
1
C -DG -35 1/830 -1
No Hardware
No Brickmould
811/18"
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE' -366
Pine
-> See item # 43
Tamp Int
Clear Int
LoE -181
Colnl Profile
U- factor: 0.26
SHGC: 0.23
4
47
1
C -TP -35 1/836 -1
-> See item # 43
R
OVER LIVING Insulated
1 Lite
No Hardware
No Brickmould
611/16"
Clad: 10
Trapezoid
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE" -368
Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
Colnl Profile
Drawing Required
U- factor: 0.26
SHGC: 0.23
48
1
C -TP -35 7/1624 -1 > See item # 43
R
OVER LIVING
Insulated
1 Lite
No Hardware No Brickmould 6 11/16" Clad: 10
Trapezoid
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE' -388
Pine
-> See item # 43
Tamp Int
Clear Int.
LoE -181
Colnl Profile
Drawing Required
U- factor: 0.26
SHGC: 0.23
OVER LIVING
No Hardware No Brickmould 6 11/16" i Clad: 10
49
1
C -DG -35 7/1630 -1 > See item # 43
0
Insulated 1 Lite
Direct Glaze
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE3 -366
Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
Colnl Profile
1.1-factor: 0.26
SHGC: 0.23
C -OG -35 1/830 -1 -> See item # 43
O
OVER LIVING
Insulated 1 Life
No Hardware No Brickmould 6 11/16" Clad: 10
50
1
Direct Glaze
Vent Tubes
No Screen No Sill Nose Hrvst Cran
LoE3 -366
Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
Colnl Profile
1.1-factor: 0.26
SHGC: 0.23
51
1
C -DG -35 1/830 -1 -> See item # 43
0
OVER LIVING
Insulated
1 Lite
No Hardware
No Brickmould
6 11/16" Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LoE3 -366
Pine
-> See item # 43
Temp Int
Clear Int.
LoE -i81
Colnl Profile
U- factor: 0.26
SHGC: 0.23
C -DG -35 7/1630 -1 > See item # 43
OVER LIVING
52
1
0
Insulated
1 Lke
No Hardware
No Brickmould
611/16-
Clad: 10
Direct Glaze
Vent Tubes
No Screen
No Sill Nose
Hrvst Cran
LOE3 -366
Pine
> See item # 43
Temp Int
Clear Int.
LoE -181
Profile
U- factor: 0.26
1Colnl
-
SHGC: 0.23
Order Number 90303704
Page 9 of 13 Initials:
Rough Opening ! Lite or Jam
Itrn Qly Product Code Width x Height Oper Svm Location Glaze Grille Hardware Ext Trim r Sits Additional
finches) Options Pattern Trim (inches) Options
Window
Lode 8 Slide
Abbreviation Key
Glaze Options
Insulated - Insulated Glass SIM DL - Simulated Divided Lite
SDL - Single Divided Lite Lami 1 Side - Laminate 1 Side
IDL - Insulated Divided Lite
Warranty Information
Order Number 90303704
Hardware Options
TSL - Tandem Sash Lock Swing Screen - Swing Door Screen
FOL - Foot Operated Lock Life Finish - Lifetime Finish
FCH - Folding Crank Handle
Exterior Trim
SMB = Stucco Brickmould
ESN 2 = Extended Sill Nose 2"
ESN 3 = Extended Sill Nose 3"
Page 10 of 13 Initials:
Additional Options
ESH = Extended Sill Horn
Primed Int. - Primed Interior
Clear Int. - Clear Interior
Primed Ext. - Primed Exterior
Clear Ext. - Clear Exterior
LIMITED WARRANTY: Sierra Pacific Windows warrants certain components only as more specifically described in the written Limited Warranty and disclaims any other express or implied warranty, including, without
limitation, any implied warranty of merchantability or fitness for a particular purpose. The product is not certified for air infiltration, water penetration, structural loading, forced entry or hardware
load testing. Damages are limited by the terms of the Limited Warranty. Customer is advised to carefully review the Limited Warranty for the specific provisions applicable to the products
purchased.
NO WARRANTY: Sierra Pacific Windows warrants only that the product has been manufactured in accordance with the specifications contained in the order. Sierra Pacific Windows disclaims any other express
or implied warranty, including, without limitation, any warranty of merchantability or fitness for a particular purpose.
Disclaimer Information
Outside Purchase Items: Warranty covered by product manufacturer's specific warranty.
Sedonas with jambs greater than 4 -9/16: Limited screen opening
Radius Sedonas: Limited sash opening
Terms and Conditions of Sale --
1. TERMS: a. All C.O.D. orders are to be paid in full to the delivery driver with either a Cashier's Check or a personal check, preprinted with the Buyer's name and address, prior to unloading the order. Or
orders where vouchers are pre- approved, they must be presented to the driver prior to unloading the order.
b. This quoted price includes a 3% discount for payment made in cash, check, or other means not involving the use of a credit card. This discount is offered to all prospective buyers. Payment
by Credit Card will waive this discount.
c. No deductions may be taken from the invoice amount unless authorized by Sierra Pacific Windows prior to delivery. Sierra Pacific Windows will not be responsible for any back charges
resulting from additional materials or work performed by others (see Warranty for further information)
d. Past due balances are subject to 1.5% monthly finance charge.
e. Any check or other payment returned to Sierra Pacific as the result of insufficient funds or canceled payment will result in a $50 processing fee added to the order total.
2. RIGHT TO LIEN: a. In the event the contract amount is not paid in full, Sierra Pacific Windows reserves the right to place a lien or bond which may be asserted under any provision of the law, to secure payment
of the contract amount.
3. ATTORNEY FEES: a. If any legal action is required, Sierra Pacific Windows is entitled to recover reasonable attorney fees, court costs and all other reasonable professional expert or consultant fees and costs
related to such legal action.
4. ESTIMATE OR BIDS: a. All pricing is good for 30 days unless specifically noted to the contrary.
b. Sierra Pacific Windows assumes no responsibility for errors in take -offs or pricing.
5. ORDERS: a. Upon signing, Customer agrees to all terms and conditions of this contract.
b. Orders are subject to delay due to strikes, fire, floods, accidents, or any other cause beyond our control. Sierra Pacific Windows will not be responsible for loss or damage beyond its contro
c. Seller is not liable for prospective profits or special indirect, consequential or incidental damages, nor may the recovery of any kind against seller be greater in amount than the purchase prio
of the specific material sold and causing the alleged loss damage or injury.
6. CHANGE ORDERS: a. Order changes will only be accepted within 3 days of signing the original order.
b. Special order items may only be changed or cancelled within 3 days from signing the original order.
c. Cancellations may only be made within 3 days from signing the original order.
d. Order changes are immediately binding. They do NOT allow an additional 3 days for modification or cancellation.
e. Sierra Pacific Windows reserves the right to adjust prices for order changes made at the request of the buyer at any time following original order acceptance.
f. Any change to the order may result in a delayed delivery date.
7. TAILGATE DELIVERY: a. Sierra Pacific Windows is not responsible for labor to unload. Buyer must provide sufficient labor at the job site when driver arrives.
b. Back orders will be noted on the paperwork and will deliver as soon as possible.
c. Any items missing or damaged must be noted on the driver's paperwork at the time of delivery or it will be assumed complete and in good condition.
d. Sierra Pacific Windows is not responsible for goods picked up by buyer in his \her own vehicle.
8. SALES TAX: a. The Sales Tax rate in this quote is estimated at the time of the quote. Customer agrees to pay the actual Sales Tax in effect at the time of delivery of any portion of this order.
Sierra Pacific Windows
Limited Warrant 20/
Y
tA�i /10
♦ OArrl r
aarRA PACI ►K IKWt N1!!
LI nUtad Warranty
Insulated Glass - 20 Year Limited Warranty
Sierra Pacific Windows (SPI), as manufacturer, warrants the insulated glass supplied in its window and door products against failure of the air seal due to
defects in materials or workmanship for a period of twenty (20) years from the date of manufacture. This warranty does not include cracked or broken glass or
damage to the product resulting from accident, abusive handling, misuse, or shattering due to heat buildup. This warranty does not include any insulated units
that exceed 50 square feet in overall size. Should there be a failure of the air seal within the first twenty (20) years of the warranty period, SPI will deliver to
the place of product installation either a replacement of insulated glass or sash glazed with insulated glass or will refund the purchase price, at SPrs discretion.
Within a period of two (2) years from the date of manufacture, SPI will replace defective insulated glass at no charge or will refund the purchase price, at SPI's
discretion. SPI shall not he responsible for repainting or refinishing involved in the replacement of glass.
After two (2) years from the date of manufacture through the end of the warranty period, SPI will replace defective insulated glass or will refund the purchase
price, at SPI's discretion. SPI shall not be responsible for the cost and arrangement of installation, repainting, refinishing or similar activities involved in the
replacement of glass.
Wood Components, Hardware, Weather - stripping and Screens -10 Year Limited Warranty
SPI warrants for a period of ten (10) years from the date of manufacture, that the wood components, hardware, weather - stripping and screens which
accompany its products (the "Components ") will be free from defects in workmanship or materials which might unreasonably affect the product's normal
functioning. Within a period of two (2) years from the date of manufacture, SPI will repair or replace any Components that are defective as to workmanship or
materials at no charge, or will refund the purchase price, at SPrs discretion. SPI shall not be responsible for re- painting, refinishing or similar activities
connected with the repair or replacement of any Component.
After two (2) years from the date of manufacture through the end of the warranty period, SPI will repair or replace any Components that are defective as to
workmanship or materials at no charge, or will refund the purchase price, at SPI's discretion. SPI shall not be responsible for the cost and arrangement of
installation, repainting, refinishing or similar activities involved in the repair or replacement of any Component.
This warranty shall he null and void if the customer fails to properly finish, care for and protect all wood items against moisture and excessive dryness and
ensure that all surfaces, interior and exterior, top and bottom, are thoroughly painted, varnished or sealed by accepted industry finishing standards. This
warranty shall not apply to any weather - stripping, vinyls or plastics to which any paints, varnishes or stains have been applied.
Metal Clad Warranty -10 Year Limited Warranty
SPI will provide a limited ten (10) year warranty on the coating on the metal cladding against cracking, checking or peeling due to adhesion loss. In addition,
the coating is warranted for ten (10) years against chalking in excess of a number eight (8) rating based on ASTM D 4214 -98 and against color change of more
than five (5) Delta E units in accordance with ASTM D 2244 -93. Within a period of two (2) years from the date of manufacture, SPI will repair or replace the
defective metal cladding at no charge, or will refund the purchase price, at SPI's discretion.
After two (2) years from the date of manufacture through the end of the warranty period, SPI will repair or replace the defective metal cladding, or will refund
the purchase price, at SPrs discretion. SPI shall not be responsible for the cost and coordination of installation associated with the repair or replacement of the
defective metal cladding. On any replacement parts where new wood is a component, SPI shall not be responsible for repainting, refinishing or similar
activities connected with such replacement. This warranty excludes minute fracturing that may occur in proper fabrication procedures.
Warranty Conditions, Exclusions and Limitations.
This warranty is limited to defects in workmanship and materials and expressly excludes damage or defects caused by or arising from:
• On -site damage occurring during construction due to vandalism, acts of nature or any other cause beyond SPI's control.
• Improper handling or installation by the builder or consumer and/or failure of the builder or consumer to follow manufacturers instructions.
• Normal wear and tear, and natural weathering of surfaces.
• Prolonged exposure to weather in the unfinished and/or primed state.
• Naturally occurring corrosion or tarnishing of hardware finishes.
• Installation of the window or door in its opening in a manner which is not plumb, square and true and adequately shimmed on all sides.
• Improper installation not in conformance with Sierra Pacific installation instructions: operational problems and problems related to water and/or air
infiltration/leaking as a result of improper installation or flaws in building design or construction.
• Strain which is applied to the unit by movement of the building or where provisions have not been made in accordance with sound industry practices for
adequate expansion or contraction of framing members.
• Products subjected to conditions exceeding their design size and/or design pressure limitations.
• Doors with ADA compliant sills, special hardware or no hardware.
• Windows with special hardware or no hardware.
• Variations in the color, grain and texture of wood products.
• Wood cellular structure failure for wood Components and any Components that come in direct contact with soil. Note: superficial mold/mildew does not
indicate wood cellular structure failure.
• Improper finishing and/or maintenance of wood Components.
• Warping in door panels unless it exceeds 1/4" in the plane of the panel itself for doors up to 3'-6" x 7-0" and/or 3/8" for doors over 3'-6" x 7-0". This
does not refer to the relation of the door panel to the frame or jamb in which it is hung. Action on any claim for warpage may be deferred for a period of
time up to 12 months at SPI's option to permit conditioning of the door to humidity and temperature ranges at the jobsite.
• Minor glass imperfections that do not affect normal vision or product performance per the guidelines established by ASTM C 1036-01.
• Glass breakage, failure due to misuse or abuse, and damage caused by failure to properly finish and provide maintenance, by alteration or modification to
the window (e.g. customer applied tints or films, paint finishes, security systems), or as a result of any cause beyond the control of Sierra Pacific
(e.g. vandalism, fire, flood, earthquake, other acts of nature).
Effective 04101/06
o Condensation, surface fogging or frost on exposed surfaces of windows or doors and any related water damage which may occur as the natural result of
humidity within the structure or changes in interior /exterior temperatures. (Note: most condensation problems are related to excessive humidity levels in
a structure; contact a heating/air conditioning specialist for help).
o Finish failures or corrosion of aluminum cladding or damage to other Components caused by chemicals or environmental conditions including but not
limited to air pollutants, acid rain, chlorine, brickwash and salt spray.
o Corrosion, wear or failure of standard hardware or aluminum cladding in a seacoast or corrosive environment.
o "Chalking" of the clad finish is not a defect unless it exceeds a numerical rating of eight (8) when measured in accordance with the standard procedures
specified in ASTM D 4214 -98. Fading or changing in color of the 'clad finish" is not a defect unless it exceeds five (5) E units (NBS), calculated in
accordance with ASTM D 224493, paragraph 6.3. Color change shall be measured on an exposed "clad finish" that has been cleaned of surface soils and
chalk, and the corresponding values measured on the original or unexposed 'clad finish." Fading or color changes may not be uniform if the surfaces are
not equally exposed to the sun and elements. If the above ASTM standards change, the standards in effect at the time of purchase apply.
o Products purchased through SPI Windows that are manufactured by a third party (e.g. vinyl windows, skylites, custom hardware) are not covered under
the terms of this warranty. Refer to product manufacturer's warranty for terns of coverage.
NOTE: The performance of paint and/or Components may vary based on installation in environments of heavy salt spray, air pollutants, acid rain or other
corrosive substances, as well as based on elevation, orientation, altitude and other atmospheric conditions. Normal, regular maintenance of the product is
required to maintain the appearance and to extend the finish life.
It is recommended that there be a systematic fresh water cleaning program in effect in areas of high salt concentration, such as adjacent to the seashore and in
areas of industrial or caustic atmospheres, to prevent the accumulation of concentrated salt or caustic chemical deposits.
Products in these locations should be cleaned with mild detergent soap and water. This should be done every 3 months as a minimum, and more frequently if
necessary, to minimize the build -up of salt or corrosive residue. Any chips or scratches must be repaired immediately and not left exposed to the elements.
Consult the Sierra Pacific Windows Owner Manual for cleaning details.
Units subject to the detrimental effects of air pollutants or chemical or caustic washes will not be covered by the terms of this Warranty
Allocation of Risks of SPI Product Performance. Because some water infiltration must be anticipated in all construction, it is imperative that the wall system
be designed and constructed to properly manage moisture. SPI is not responsible for claims or damages caused by anticipated or unanticipated water
infiltration; deficiencies in building design, construction and maintenance; failure to install SPI products in accordance with SPI Installation Instructions; or
the use of SPI products in systems, such as barrier wall systems, unless proper management of moisture within the wail system is incorporated within the
design of the system. The determination of the suitability of all building components, including the use of SPI products, as well as the design and installation
of flashing and sealing systems, are the responsibility of the buyer, owner, architect, contractor, installer, or other construction professional and are not the
responsibility of SPI. All risks related to building design and construction, fitness of SPI product for a particular purpose, or the maintenance, installation, and
use of SPI products shall be assumed by the buyer and/or owner in conjunction with the architect, contractor, installer, or other construction professional.
This Warranty sets forth our maximum liability for our products. We shall not be liable for special, indirect, consequential, or incidental damages.
Your sole and exclusive remedy with respect to any and all losses or damages resulting from any cause whatsoever shall be as specified herein. We
make no other warranty or guarantee, either express or implied, including implied warranties of merchantability and of fitness for a particular
purpose to the original purchaser or to any subsequent user of the product, except as expressly contained herein. In the event state or provincial law
precludes exclusion or limitation of implied warranties, the duration of any such warranties shall be no longer than, and the time and manner of
presenting any claim hereon shall be the same as, that provided in the express warranty stated herein.
SPI does not warrant, expressly or impliedly, any special product or item that is manufactured according to specifications supplied by the consumer.
The warranty on any replacement product will extend for the balance of the original warranty period.
All warranty claims must be made within the applicable warranty period. SPI is giving you an express Limited Warranty. SPI cannot and shall not be liable to
you for any other express or implied warranties provided by distributors, dealers, salespersons or any other representatives of SPI whether written or oral. Your
exclusive remedy shall be repair, replacement or refund as stated in this warranty. SPI, in its sole discretion, may choose to repair the product as an option to
replacement in full satisfaction of its warranty obligation.
Some states do not allow the exclusion or limitation of incidental or consequential damages or limitation of the duration of implied warranties, so the
limitations or exclusions set forth above may not apply to you. Should an implied warranty of merchantability or fitness for a particular purpose apply to you,
those warranties are limited in time to the duration of this warranty. This warranty gives you specific legal rights and you may also have other rights that vary
from state to state.
Claim Procedure
To initiate a claim action under this Limited Warranty, contact the SPI Territory Manager who sold you the products. In the event this person is unknown
please contact:
Your local Service Center at 1- 800 - 8247744, or
Sierra Pacific Windows Customer Service Manager
PO Box 8489 Red Bluff, CA 96080
www.sierrapacificwindows.com
You will be required to provide the following information: (a) your name, address and telephone number; (b) description of product for which claim is made;
(c) proof of date of purchase (invoice); (d) name of SPI sales representative (if known); and (e) nature of product failure and any further pertinent information.
SPI may charge a fee for on -site product inspections. However, the fee will be fully refunded if the product is found to contain a defect covered by this
warranty.
Limited Warranty (as defined by Magnuson -Moss Warranty- Federal Trade Commission Improvement Act)
Effective 04/01/06
A division of Sierra Padfic Industries
Bank Draw Confirmation and /or
Deposit Invoice Request
Order #: 90303704 Order Amt.: $ 30,083.86
PO #: Job #:
Sold To
DAVE AND ANNE HILB
2644 LARKSPUR
VAIL, CO 81657
(970)376- 2742 -Cell
DAVE HILB
Bank Draw Information
Loan #: 1234
Comments:
May 23, 2011
Ship To
DAVE AND ANNE HILB
2644 LARKSPUR
VAIL, CO 81657
(970)376- 2742 -Cell
DAVE HILB
Deposit Invoice Information
Amount Required
Send to:
Name
By Mail:
Or By
Fax:
Address
City, State, Zip
Fax #
Signature of Borrower: Date:
I /We, the undersigned, hereby authorize the lending institution to release appropriate information
regarding construction loan #1234 to Sierra Pacific Windows and/or their agents /assigns.
Heated Area Descriptions
Application
811 -0)0
RadiantWorks Professional
Mechanical Summary Report
6/7/2011
Project Information
Contact Information
Project Assumptions
Project Number
Designed By Brent Hettnger
Outdoor Temp -21 "F
Project Quote
Company Name
Elevation 7870 ft
Project Name LARKSPUR LOT 5
Phone Number
Wind Speed 10 mph
Designed For
RadiantPEX+
Job Type Residential
VAIL CO (Colorado)
Pump Specs
Radiant Heating
Zone Name
Flow Head
Delta T Supply Fluid Temp
Zone 1
1.3 1.9
20 100
Zone 2
0.8 1.5
20 120
Zone 3
0.5 0.5
20 120
Zone 4
0.6 3.3
20 110
Zone 5
2.1 2.3
20 150
Zone 6
0.5 2.1
20 120
Zone 7
0.6 2.7
20 125
Zone 8
0.9 1.7
20 135
Zone 9
0.2 0.2
20 110
Heated Area Descriptions
Zone 5 — Room List (Great Room, Dining, Kitchen)
Radiant Heating ThinSlab 585 ft2 (4) 250' Lengths of 1/2"
RadiantPEX+
Zone 6 — Room List (Bedroom 2,Hall)
Radiant Heating ThinSlab 210 ft2 (1) 225' Lengths of 1/2"
RadiantPEX+
Zone 7 — Room List (Bedroom 3, Bath 2)
Radiant Heating ThinSlab 213 ft2 (1) 225' Lengths of 1/2"
RadiantPEX+
Zone 8 — Room List (Master Bedroom, Master Closet)
Radiant Heating ThinSlab 305 ft2 (2) 225' Lengths of 1/2"
RadiantPEX+
LARSPUR LOT 5.rad Copyright(c) Wafts Radiant 2008 Page 1 of 3
Application
Construction
Heated Area
Product Totals
Zone 1
— Room List (Garage)
Radiant Heating
Slab
690 ft2
(3) 250' Lengths of 1/2"
RadiantPEX+
Zone 2
— Room List (Bedroom 5, Bath 4, Resident Entry)
Radiant Heating
Slab
327 ft2
(2) 225' Lengths of 1/2"
RadiantPEX+
Zone 3
— Room List (Bedroom 4, Bath 3)
Radiant Heating
ThinSlab
224 ft2
(2) 150' Lengths of 1/2"
RadiantPEX+
Zone 4
— Room List (ENTRY, Laundry & Utility, POWDER)
Radiant Heating
ThinSlab
200 ft2
(1) 225' Lengths of 1/2"
RadiantPEX+
Zone 5 — Room List (Great Room, Dining, Kitchen)
Radiant Heating ThinSlab 585 ft2 (4) 250' Lengths of 1/2"
RadiantPEX+
Zone 6 — Room List (Bedroom 2,Hall)
Radiant Heating ThinSlab 210 ft2 (1) 225' Lengths of 1/2"
RadiantPEX+
Zone 7 — Room List (Bedroom 3, Bath 2)
Radiant Heating ThinSlab 213 ft2 (1) 225' Lengths of 1/2"
RadiantPEX+
Zone 8 — Room List (Master Bedroom, Master Closet)
Radiant Heating ThinSlab 305 ft2 (2) 225' Lengths of 1/2"
RadiantPEX+
LARSPUR LOT 5.rad Copyright(c) Wafts Radiant 2008 Page 1 of 3
RadiantWorks Professional Mechanical Summary Report
6/7/2011
Zone 9 - Room List (Master Bath)
Radiant Heating ThinSlab 103 ft2 (1) 125' Lengths of 1/2"
RadiantPEX+
Heating Load Summary
Tube Back/Edge Total Total Supp.
Spacing Intensity Losses Required Provided Needed
Zone 11247 19659
Garage 12 16.3 2.73 11247 19659
Zone 2
6988
12104
Bedroom 5
8
22.87
3.83
4299
4799
Bath 4
12
26.49
5.82
980
1719
Resident Entry
12
16.75
3.48
1709
5586
Zone 3
5157
6903
Bedroom 4
12
18.66
1.22
3471
4816
Bath 3
8
44.37
1.49
1686
2087
Zone 4
6244
8571
ENTRY
12
31.82
1.20
4582
6409
Laundry & Utility
12
36.42
1.07
1165
1270
POWDER
12
20.69
0.89
497
892
Zone 5
20294
33655
Great Room
6
50.44
2.21
14629
13994 YES
Dining
12
28.12
1.97
4050
6412
Kitchen
12
10.69
1.69
1615
13249
Zone 6
4797
5435
Bedroom 2,Hall
12
22.84
1.41
4797
5435
Zone 7
5542
7407
Bedroom 3
12
24.64
1.57
4114
4766
Bath 2
12
31.03
1.32
1428
2641
Zone 8
8720
10520
Master Bedroom
8
30.03
1.93
7357
8558
Master Closet
12
22.72
1.67
1363
1962
Zone 9
2172
4051
Master Bath
12
21.08
0.90
2172
4051
Project Summary
Total Flow: 7.7 GPM
Total System Head: 3.3 ft
LARSPUR LOT 5.rad Copyright(c) Wafts Radiant 2008 Page 2 of 3
RadiantWorks Professional Mechanical Summary Report 6/7/2011
Boiler Load: 76680 BTU /h
Total System Volume: 42 Gallons
Total Heated Area: 2857 ftZ
Please verify all project information for accuracy.
Date:
LARSPUR LOT 5.rad Copyright(c) Wafts Radiant 2008 Page 3 of 3
a
Snow melt
Project ......................................................
LARKSPHUR Selection ID
Customer ........... ...............................
TROPICAL HEAT Print date ...
User name_ . __ ..................
...................... Brent Hettinger
Triangle Tube
1 Triangle Lane
Blackwood, NJ 08012 USA
Ph: (856) 228 -8881
FAX: (856) 228 -3584
Website: www.triangletube.com
.........TT4E3X7D
.. ......................5 /12/2011
Model: TTP4 -70
Load ( Btu/ h) ....................... ............................... 175,950 Dimensions....... ............................... 4.9W x 13.2H x 6.8D
Log mean temp. diff. (° F) ............ ............................... .30.0 Number of units in parallel .................
Overall HTC ( Btu /h•ft2• °F) .................... ............................435 Number of units in series
Oversurface percent ............................ ...........................88.8 Plate construction ....................... .... .... ........Single wall
Model size _ _ ............... ............................. . ......... TTP4 Net weight (lb) _ _....................... ............................. .. 23.8
Nominal surface ( ft2) .................... ............................... 25.5
Design Conditions
Side A - Liquid
Side B - Liquid
Fluid type
Propylene glycol
Propylene glycol
Fluid conc.
30
40
Fluid mass flow rate (lb /min)
155.1
162.5
Entering fluid temp. ( °F)
150.0
100.0
Leaving fluid temp. ( °F)
130.0
120.0
Fluid flow rate (GPM)
18.5
19.0
Fluid fouling factor (h ft2• °F /Btu)
0.00010
0.00010
Model Parameters
Number of channels
34
35
Velocity (ft/s)
0.55
0.55
Pressure drop (psi)
1.2
1.3
Heat transfer coef. (Btu /h•ft2• °F)
1,172
915
Internal volume (ft')
0.096
0.099
Disclaimer
This software and the generated calculations provided herein are estimates only and should be treated as such. Triangle Tube, Inc. always strives to give complete and
accurate information, but cannot provide any guarantees. This software and its output are provided "as is" and any express or implied warranties, including, but not limited to,
the implied warranties of merchantability and fitness for a particular purpose are disclaimed. In no event shall Triangle Tube, Inc. be liable for any direct, indirect, incidental,
special, exemplary, or consequential damages (including, but not limited to, procurement of substitute goods or services; loss of use, data, or profits; or business interruption)
however caused and on any theory of liability, whether in contract, strict liability, or tort (including negligence or otherwise) arising in any way out of the use of this software,
even if advised of the possibility of such damage.
07/08/2011 15:00 FAX 10001
SPECIAL 1NSPEOWN AND MMnNG SC E \
(!!ec 1704) ' r �
PtajeGt Natrr+e: _
6 LPL Lo-r k i x r Pmt - ! __!1.sL1�
Awnees •;.. ; /�y '� ���° oft
HMO
Tes" J1cL ! --
dais
Testing i
Hereby thai ttt. Teatjrgilrtcpac�on share has bean engaged o Pft W teats eutd
WPOCSOos during aocrsWXgm as doCieed WOW. to sat * sa app 6le porirats of the +S -
Priar to flea wapection, the anspectioa ABenCY SUbti� S� to robed wW explained. � des n ted
were rep trted. Any He= � but not teased ter � of ft � to OVe
items on Ine Est are massy for aetrtpiing, testing, or inspecilm. d 31W b8 the �
Gmaty roaee to the inspection agency so L dz,%: a raWked ser+aess may Ut 051forffled•
l eeo-ORC7,tieSTWI;
TEt ie 5 &end ora set Per h&A Fer :t~s
ir- .*Su --lcn of t *
[ ^ €¢e�zxt o #UtiPdzn�
MASONRY:
Prta —, AC Tests ('t a-esonrf Units, TAW, P isrils)
Stt.2a `L TCSIrt ajodar. Gra:tt. Melt} Vi A PtiMm)
�uso!?ice^wrtA.nr3Grourin;
Reertttir;,;: T� io.dv'R
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ten oratyr;'FermanGrit
Impaction of Swei rabdcaiio..,
(asp ttien oiftaWarci v & Form
tr:c;.sc4os C€�r±ct+die Prate
ins}r�.iiti}ii s`Ttet��s
SOIL HAILS:
Te-nparwy Shur g
PC"-vterttwaq
STRUCTURAL STEEL:
83tr¢ie & Test (Lbt Wear- ,mambez bero•'%i
Step ide0154 tiOf"wen &Wdftg hBPsdton
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FtRZZ:PROORNG:
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tvio `&'uir;�72�'yj�tefrti�atior.
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SPECIAL 'N PECTfON AND TESTING "AGREEMENT �
(To app€- lawits Of g-c cis i Nirin 5 -.
{�,. � �#� � ¢€ t�15p�G�i}ft or T6Sfi� �}E:F SeCtieri 'i70`E of Eila IBC)
= Gr Q., Gttat!°` C representathiat On the edV ei V. • Ji�n p(Vt�j�i[M: 7/t \GVt/Vttsji!(�r ltltL�t%t'+rs StE�
: ►ate; wW, s :� mid submit a copy of the Sparta€ nspec:iar Agre —smt ttt and 3:. uct" Ttmts
Sdwd€ted to the Towvt of Mail fot- review w.m appwove:, STignatures are regLdred on both pies;
Yi:otocagEed O fikke-d sirgr+aiuEes are acupf
o-meer a r t,*4r r generat C:rmtt r, vvtere appE----k€e: s"a Gso ar- know€edge the fuhawing
ef1Fk}1 *?iii &'rj. t- ? 4e 4Y 73 ;`i_rl rrrs,, ;1`Crn- Eft — !iny:
Ct" r,'actar 'a responses c ; :-c �; natit'; aldon tv tba inspe; io o_ TaSU11
ti;sieu"r Flz r 1' iibc ;: t 3 "try
?. Crdv t4 tesq €a�*4ioty sh vid take mmplas and tr of :b ex, t;� the lab:; ato:y.
3. cc�eS f aii =abora:ory reports ;ard i,"peedons are b-a be sent drecity to the 't wa of `Ja±i by to Testwvg
sc'enn•,
A. to =trr.:t itaiie=s E El cT!S°:c�E :�ti:°r�� Cif an -Barr s'^edal inspe '` -.s v the 'down of Vc:-?
i3 r6SPOnSiVIO tG notify the Town of alas SuRding J ffih.W fn :vri ing of
+/t.4:. �:1 t . l.y:,/L Nib t '1�•�•Y '!�. �!1J±.
n, J: is -.5 Fes 'lsWE'— of : -1, review. the T r Gf Vali app. clans far aLf�tQrtdi
iFt G €sL7r} C'? le.sting requirements that may 3'r.°. Roted. A ^re- ccnstr'udian °..onf+rence at iris j&, Site r;.
r-'= Pnevidie? to gfivi -e specie: trts -Pe ti !t Prosecur( s.
i'. T:s au J27 ►i; & }1 + ti,i ''E use QF y t-e Tow �T Q7 �!a'i ��gTCi'L'� C}: "3t�J�siys.
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griQr +
BEFFOR= QLLtIPAN'CY tt-XFF. _ BF GRAN—, ED: The sic a mspecffett ages: v snail submit a w4n+ed and
sataW stgtarrer:t ties- sit i-essfs -eg&ing testing and frsp !� V:ler= = fiiAy and mpoficd. 'i"ho e ,�err;s ttC
tes:ec` inspeztaz� shat ba tl t4&j i4 tfi►b s €aemeni. A ecpy of the siaierne.nt s�a€f be maintained at the
G''J SrEe "Or u:,ding ir-.?-:� -Jm'S rawsw P el or '4 f43aI 4IF•':P.C€-0n.
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West Slope Testing & Inspection LLC Report #2
3 177 Glendam Dr.
Grand Junction, CO 81504 Page 1 of 1
Phone: 970 - 434 -6988
Cell: 970 - 260 -2844
Finial Inspection Report
Client: HP Geotech (Job #HP 111086A)
Project: Larkspur Lot 5
Address: 2644 Larkspur Ln. Vail, CO
Building Permit No: B11 -0169
General Contractor: David Mb
Contractor that Performed Work: High Country Steel
Inspection of shoVfabrication or field work at job site: Field
Report: Received a photo of the new bolts that had been installed at the W 18x97
steel beam to steel column connection that required longer bolts, as noted in the
previous inspection report #1.
The high strength bolting now appeared to be in substantial conformance with
the AISC/RCSC Specifications.
To the best of my knowledge this completes the special inspections of the high
strength bolting as outlined in reports # 1 & #2.
Inspector/Technician: Douglas E Young caw E Y
(0)C EXP.7n
®
40
•lutions.inc
J
E N G I N E E R I N G
Date:
05.16.12
To:
Town of Vail Building Department
Proiect/Job Number.
Larkspur Lot 5
Letter of Record
#0504 -11
PO BOX 2494
AVON, CO 81620
PH. 970.949.7100
FAX. 970.949.3377
This "Letter of Record" is in regards to the above mentioned project. It was brought to my
attention from Pete Cope (framing contractor for the project) that the Town of Vail building inspector
had some concerns after performing their walk through. The following were the concerns as described
to me by Pete and not based on our own observation followed by their remedies.
1. The need for special inspection on epoxy anchors for details 5/S4, 61S4, and
&S4 on the original permit set of plans dated 07.05.11.
The need for a special inspection on epoxy anchors was eliminated for the above
details because a steel strap be was used instead as described in the attached
stamped details provided.
2. The bolted connection in detail ZW had been replaced with a welded
connection. Verify the welded connection is structurally adequate to support
the imposed loads.
A 3/16" field weld all around can be substituted for the bolts as shown in detail 2/S3
and will be structurally adequate to support the imposed design loading.
If there are any questions or concerns please call me at (970)-949 -7100.
Signed:
r'
�ev Lei
President
P.O. BOX 2494 LARKSPUR LOT 5
AVON. CO 81620 PROJECT
n JOB NO. 0105 -11
PH 970.949.7100 SHEET NO. SL3 OF
FAX 970.949.3377 JPL 01 -23 -12
CALCULATED BY DATE
I u t I o n s SCALE 3/4" = 1' -0
!bl!!Md
= N G I N E E R I N G
20
2,
PER PLAN
TOW •..
a
f a
STEEL IN CONTACT W/ SOILS —
SHALL BE GALVANIZED AND
SHALL BE ATTACHED TO THE
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
�a
10 x 12 POST PER PLAN
/—2x6 EXTERIOR WALL
(BEYOND)
7t
1 1/2" LT. WT. TOPPING
(BEYOND) ILI
v
3/4" T &G PLYWD.
(BEYOND)
r
- - - -- PER PLAN
TO PLYWD.
�— STEEL
STRAP: 1 /4hc3 "x2' -0"
W/ (1) -5/8" 0 x 8" EXP. ANCH.
& (2) -3/4" 0 x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
REFER TO 5/S6 FOR
REMAINDER OF INFO.
= V -0
N G I N E E R I N
P.O. BOX 2494 LARKSPUR LOT 5
AVON. CO 81620 PROJECT
n JOB NO. 0105 -11
PH 970.949.7100 SHEET NO. SL4 OF
FAX 970.949.3377 JPL 01 -23 -12
CALCULATED BY DATE
Iut1ons SCALE 3/4 " =V -0
z b `q
io f
PER PLAN
TOW I �L,
STEEL IN CONTACT W/ SOILS —
SHALL BE GALVANIZED AND
SHALL BE ATTACHED TO THE
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
10 x 12 POST PER PLAN
2x6 EXTERIOR WALL
BEYOND
1 1/2" LT. WT. TOPPING
(BEYOND)
3/4" T &G PLYWD.
(BEYOND)
TO PL
4t 4t �
1�" 1�"
STEEL STRAP: 1 /4 "x3 'x2' -0" —/
W/ (l)-5/8'0 x 8" EXP. ANCH.
FF & (2) -3/4" 0 x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
REFER TO 5/S6 FOR
REMAINDER OF INFO.
P.O. BOX 2494 LARKSPUR LOT 5
AVON. CO 81620 PROJECT
n JOB NO. 0105 -11
PH 970.949.7100 SHEET NO. SL7 OF
6i,ol FAX 970.949.3377 JPL 01 -24 -12
CALCULATED BY DATE
1 u t 1 o n s SCALE 3/411 =11 -0
md
N G I N E E R I N G
Z o CIS
T
PER PLAN
TOW a. .
TI
STEEL IN CONTACT W/ SOILS —
SHALL BE GALVANIZED AND
SHALL BE ATTACHED TO THE
FOUNDATION W/ GALVANIZED
OR STAINLESS STEEL ANCHORS
OR PROVIDE WATERPROOFING
PER ARCH. RECOMMENDATIONS
'.4,,
A
41.
10 x 10 POST PER PLAN
2x6 EXTERIOR WALL
(BEYOND)
1 1/2" LT. WT. TOPPING
(BEYOND)
3/4" T &G PLYWD.
(BEYOND)
- oCO OI AAI 1
TO PLYWD.
�— STEEL STRAP: 1 /4 "x3"x2' -0°
W/ (1) -5/8" 0 x 8" EXP. ANCH.
& (2)-3/4"0 x 8" LAGS
PROVIDE 2x CONC. WALL WIDTH
BELOW WD. COL. PER PLAN
REMAINDER OF INFO.
NOT SHOWN FOR CLARITY
/— REFER TO 5/S6 FOR
/ REMAINDER OF INFO.
=1
01 -02 -2013 Inspection Request Reportin g (� �j Page 4
8:03 am P Vail_ Cn- City Of
Requested Inspect Date: Thursday, January 03, 2013
Site Address: 2644 LARKSPUR LN VAIL
A/P /D Information
Activity: 611 -0169 Type: COMBO Sub Type: NSFR Status: ISSUED
Const Type: Occupancy: Use: R -3 Insp Area:
Owner: HILB, DAVID G.
Contractor: RANCH CREEK DEVELOPMENT Phone: 970 - 376 -2742
Description: NEW SINGLE FAMILY RESIDENCE. AUSTRIAN CHALET SYTLE WITH MODERN TWIST.
Reauested Insoection(s
Item: 90 BLDG -Final Requested Time: 10:30 AM
Requestor: Phone:
Comments: follow u
Assigned To: JM N Entered By: JMONDRAGON K
Action: w4AM Time Exp:
Comment: e Tire ire to sign off
Nee elect. amd Mech passed
Insoection Histo
Item:
502 PW -Rough Driveway Grade ** Approved **
09/23/11
09/18712 Inspector: Is Action:
AP APPROVED
AP APPROVED
Comment:
Item:
503 PW -Final Driveway Grade ** Approved **
Item: 20 BLDG - Foundation /Steel ** Approved **
11/09/12 Inspector: Is Action:
AP APPROVED
Inspector: sgremmer
Comment:
PI PARTIAL INSPECTION
Item:
539 PW -FINAL C/O ** Approved **
10/31/12 Inspector: Is Action:
DN DENIED
09/01/11
Comment: Revocable Right of Way Permit required.
Action:
AP APPROVED
11/05/12 Inspector: Is Action:
AP APPROVED
Comment: Revocable Right of Way Permit Recieved.
09/14/11
Item:
10 BLDG - FOOTING "Approved"
AP APPROVED
Comment:
_08/16/11 Inspector: sgremmer Action:
AP APPROVED
Item: 21 PLAN -ILC Foundation Plan ** Approved **
09/23/11
Inspector: bgibson
Action:
AP APPROVED
Comment:
Item: 20 BLDG - Foundation /Steel ** Approved **
08/24/11
Inspector: sgremmer
Action:
PI PARTIAL INSPECTION
Comment:
west wall
08/30/11
Comment:
Inspector: sgremmer Action: PI PARTIAL INSPECTION
middle wall west of counter fork north west wall plus window well
09/01/11
Inspector: sgremmer
Action:
AP APPROVED
Comment:
09/14/11
Inspector: sgremmer
Action:
AP APPROVED
Comment:
Water proofing and reminded builder to get
Plan- foundation ILC
Item: 210 PLMB - Underground ** Approved **
08/17/11
Inspector: sgremmer
Action:
PI PARTIAL INSPECTION
Comment:
Perimeter drain
09/27/11
Inspector: JRM
Action:
PI PARTIAL INSPECTION
Comment:
UNDERGRD UPPER LEVEL ONLY 5 # AIR TEST
10/13/11
Inspector: sgremmer
Action:
PI PARTIAL INSPECTION
Comment:
Bsmt only
07/03/12
Inspector: sgremmer
Action:
AP APPROVED
Comment:
Item: 22 PLAN -ILC FRAMING ** Approved **
05/08/12
Inspector: bgibson
Action:
AP APPROVED
REPT131 Run Id: 14635