HomeMy WebLinkAbout11301 W. 40th Avenue� ► � i City of Wheat Ridge
Residential Addition PERMIT - 202100738
PERMIT NO: 202100738 ISSUED: 06/15/2021
JOB ADDRESS: 11301 W 40th Ave EXPIRES: 06/15/2022
JOB DESCRIPTION: Living Room Addition with crawlspace, extending existing HVAC and
Electrical. Remodel existing kitchen, laundry and master bedroom suite. 500
sq ft
*** CONTACTS ***
OWNER (303) 421-3334
FISHER LEE E
GC (303)903-1790
PETE REGALADO
110221 REGAL CONSTRUCTION INC.
SUB (303)781-1241
ALLEN HANCOCK
018098 CREATIVE ELECTRIC
SUB (303)455-4307
GREG BARBERO
017178 GOOD PLUMBING SERVICE CO., INC
SUB (303)667-5174
DAVID ELLERD
022300 FOREMAN HEATING & COOLING INC.
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2403 / APPLEWOOD
VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION: 134,410.00
FEES
Total Valuation
0.00
Plan Review Fee
882.57
Use Tax
21822.61
Permit Fee
11357.80
** TOTAL **
51062.98
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
In addition, no less than twenty-five percent (250) of the gross lot area and no less than
one hundred percent (1000) of the front yard shall be landscaped.
All landscaping shall be in conformance with Section 26-502 of the Zoning and Development
Code. All landscaping shall be installed in accordance with the approved landscape plan
prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250
of the cost of the installation shall be required.
1* � 4 41'
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Addition PERMIT - 202100738
202100738 ISSUED: 06/15/2021
11301 W 40th Ave EXPIRES: 06/15/2022
Living Room Addition with crawlspace, extending existing HVAC and
Electrical. Remodel existing kitchen, laundry and master bedroom suite. 500
sq ft
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with
this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
06/15/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
h
ave nothimed
uptshol
June 1st,2021
Attached please find the resu@s of asbestos test samples taken for Schuyler Cayton at 11301 W. 40' Avenue in Wheat Ridge,
Colorado on May 2E", 2021:
The area to be disturbed was homogeneous and between 1,000 sq.tt. and 5,000 sq.tt., so five samples were taken, each from a
different room.
Please let me know if you have any other questions.
JERRY HARC K, PLS
TURNSTONE HOME INSPECTIONS
385 WHITE ASH DRIVE
GOLDEN, CO 80403
720-563-1008
JERRY(dTURNSTONE-LLC.COM
W W W.TURNSTONE-LLC.COM
tiff eurofins
i EMLab P&K
Report for:
Jerry Harchek
Turnstone Home Inspection Services
385 White Ash Dr
Golden, CO 80403
Regarding: Project: 09-15-20 4p; Drywall Test 11301 W 40th Ave
EML ID: 2482426
Approved by:
Approved Signatory
Amber Rutter
Dates of Analysis:
Asbestos PLM: 09-17-2020
Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM -AS -S-1267)
NVLAP Lab Code 500053-0
All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The
results relate only to the samples as received. The results include an inherent uncertainty of measurement associated with
estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1 % asbestos
concentration can be provided when requested.
Eurofins EMLab P&K ("the Company") shall have no liability to the client or the client's customer with respect to decisions or
recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result
of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for
the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential
damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been
advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the
Test Results exceed the amount paid to the Company by the client therefor.
EMLab P&K, LLC EMLab ID: 2482426, Page 1 of 2
Eurorms EMLab P&K
4955 Yarrow Street, Arvada, CO 80002
(800) 651-4802 Fax (623) 780-7695 www.emlab.com
Client: Turnstone Home Inspection Services
C/O: Jerry Harchek Date of Receipt: 09-15-2020
Re: 09-15-20 4p; Drywall Test 11301 W 40th Ave Date of Report: 09-18-2020
ASBESTOS PLM REPORT
Location: A, End of hall -East
Total Samples Submitted: 1
Total Samples Analyzed: 1
Total Samples with Layer Asbestos Content> 1%: 0
Lab ID -Version$: 11831712-1
Sample Layers
Asbestos Content
White Compound with Paint
ND
Sample Comosite Homogeneity:
Good
The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to
claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to
dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.
Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When
detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor file samples may contain large
amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection
limit and to aid in asbestos identification.
$ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is
reflected by the value of "x".
EMLab P&K, LLC EMLab ID: 2482426, Page 2 of 2
Please see redline comments noted on the structural drawings.
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PLAN NOTES
REMOVE ALL WALLS, WINDOWS, DOORS, FLOORING, CABINETRY, COUNTERTOPS,
PLUMBING FIXTURES AND ACCESSORIES, LIGHTING, AND MIRRORS UNLESS NOTED
OTHERWISE.
1. MAINTAIN EXISTING WOOD FLOORING.
2. REMOVE DOORS AND PREPARE OPENING FOR INSTALLATION OF NEW DOORS.
3. REMOVE EXTERIOR BRICK, BUT MAINTAIN EXISTING FRAMED WALL.
0
MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
DEMO PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
1/17/2020 MODIFIED WALLS TO BE
DEMOED
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
DRAWING NO:
Al . l
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5/8 1 15/8 1 15/8
7'-1 0" 8' 7'-1 0"
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MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
CONSTRUCTION
PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
1/17/2021 MODIFIEDWALLSTO
REMAIN DURING
CONSTRUCTION
4/15/2021 EXTENDED GREAT
ROOM, ENLARGED
SLIDING DOOR AND
WINDOWS
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
DRAWING NO:
A1,02
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MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
FLOOR PLAN
SCALE: 1/4" = 1'-0"
D RAW N BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
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MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
FINISH PLAN
SCALE: 1/4" = 1'-0"
D RAW N BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
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NUI L: ALL 5W1 I C M t5 AKL IU bL
MOUNTED AT 48" A.F.F. O.C. OF BOX
AND DIMMABLE UNLESS OTHEKW15E
NOTED.
P+
WALL -MOUNT LIGHT FIXTURE
0
RECE55ED LED
Q
RECE55ED LED, DAMP
®
FAN
CEILING LIGHT
CEILING FAN
SINGLE ROCKER SWITCH
f3
3 -WAY ROCKER SWITCH
f4
4 -WAY ROCKER SWITCH
ALL LIGHTING LOCATIONS ARE CON51DERED APPROXIMATE AND TO BE DIRECTED
DY SITE CONDITIONS AND EXISTING STRUCTURAL COMPONENTS.
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MEGAN DAOUST
L I V E B E A U T I F U L L Y
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
REFLECTED
CEILING PLAN
SCALE: 1/4" = 1'-0"
DRAWN BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
1/17/2020 MODIFIED HALLWAY
RECESSED LIGHTS,
ADDING DINING ROOM
SWITCH
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
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f-
8I-5/4ll
7"
1 HALLWAY ELEVATION
SCALE: AS NOTED
3'-1 0/4
L 71-33/411 I, 31-5/211
5 DINING ROOM ELEVATION
SCALE: AS NOTED
4' V / 1
83// 83//
P-4
OPEN
TO
ENTRY
C-3 Fk-2
a
a a ° ° ° a 4
ao ° a
5,/,11
V
6 DINING ROOM ELEVATION
SCALE: AS NOTED
141- 101211
9 ISLAND ELEVATION
SCALE: AS NOTED
3'-6"
10 ISLAND ELEVATION
SCALE: AS NOTED
3'-6"
3'-5/2" 21-1 1" � 2'-6" 71-1 1"
6"
2 HALLWAY ELEVATION 3 HALLWAY ELEVATION
SCALE: AS NOTED SCALE: AS NOTED
5'-05/8 4'- 101211 1 '-5/2"
DINING ROOM ELEVATION
SCALE: AS NOTED
11 ISLAND ELEVATION
SCALE: AS NOTED
4'-6"
6/4
14 FAMILY ROOM ELEVATION
SCALE: AS NOTED
151-53/ 8
3' 4'-V8"
.o
2'-6" ---� 11-211 � 2'-4"
6'-4"
63 00
21-GllI. 8' L 2_03/4
4 DINING ROOM ELEVATION
SCALE: AS NOTED
1014
g KITCHEN ELEVATION
SCALE: AS NOTED
141- 101211
12 ISLAND ELEVATION
SCALE: AS NOTED
19,
4'
101411
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EQ 7'- 1 O" EQ 8' EQ 71-1011 EQ
28'_V2"
13 FAMILYEROOM ELEVATION
71-33/411 L 31- 1/2
15 FAMILY ROOM ELEVATION
SCALE: AS NOTED
12' 4'-6" 01
4"
6/4
a
0
MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
INTERIOR
ELEVATIONS
SCALE: 3/8" = 1'-0"
DRAWN BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
1/17/2020 REVISED ELEVATION
NUMBERS AND
REMOVED DUPLICATE
ELEVATION
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
DRAWING NO:
A4.1
C-3 Fk-2
a
a a ° ° ° a 4
ao ° a
H
OPE
TO
L
OPEN
TO
ALLWAY
AY
/
\
tiA-3
L1\1
FA-J]
LF
-
1014
g KITCHEN ELEVATION
SCALE: AS NOTED
141- 101211
12 ISLAND ELEVATION
SCALE: AS NOTED
19,
4'
101411
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EQ 7'- 1 O" EQ 8' EQ 71-1011 EQ
28'_V2"
13 FAMILYEROOM ELEVATION
71-33/411 L 31- 1/2
15 FAMILY ROOM ELEVATION
SCALE: AS NOTED
12' 4'-6" 01
4"
6/4
a
0
MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
INTERIOR
ELEVATIONS
SCALE: 3/8" = 1'-0"
DRAWN BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
1/17/2020 REVISED ELEVATION
NUMBERS AND
REMOVED DUPLICATE
ELEVATION
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
DRAWING NO:
A4.1
3- 114" I ' � 11-311 � I '- I I " I '- I I "
0/4
3'- 10"
1 BATH #1 ELEVATION
SCALE: AS NOTED
6 BATH #2 ELEVATION
SCALE: AS NOTED
5'-7�4" 3- 112"
5N- I
S-2
<o
)ES, TOP$ BACK
m
S -I
CP $ FRONT OF 2'-8"
CUP.e
43/4' J934�� 5Y4
2 BATH #1 ELEVATION
SCALE: AS NOTED
PF- 12
PF- I
PA -5
N
P-8 M-2
PA -7
-
�
-
F-1 3
S-3
D -I
O
a
a
a
a
m
S -I
CP $ FRONT OF 2'-8"
CUP.e
43/4' J934�� 5Y4
2 BATH #1 ELEVATION
SCALE: AS NOTED
PF- 12
PF- I
PA -5
N
P-8 M-2
PA -7
-
�
-
F-1 3
S-3
PF -7
m
C-5
2'-6" 11-01 --� 11-01 2'-7/2"
BATH #2 ELEVATION
SCALE: AS NOTED
2' 3'
g BATH #2 ELEVATION
SCALE: AS NOTED
31-1011 4 _214 2'
3 BATH #1 ELEVATION
SCALE: AS NOTED
0-53/4" 11-511 � 1 '-5" �'
4 BATH #1 ELEVATION
SCALE: AS NOTED
m
2'-7�2" �� 2'-6"
6"
5 BATH #2 ELEVATION
SCALE: AS NOTED
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MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
INTERIOR
ELEVATIONS
SCALE: 3/8" = 1'-0"
D RAW N BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
DRAWING NO:
A4.2
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0
MEGAN DAOUST
L I V E B E A U T I F U L L Y
DRAWING TITLE:
CAYTON
RESIDENCE
PROJECT ADDRESS:
11301 W. 40TH AVE.
WHEATRIDGE, CO
DRAWING TITLE:
MAIN LEVEL
ELECTRICAL
PLAN
SCALE: 1/4" = 1'-0"
D RAW N BY: M DAOUST
DATE: 1/12/2020
REVISIONS:
NOTES:
THESE DRAWINGS AND SPECIFICATIONS ARE
THE PROPERTY AND COPYRIGHT OF MEGAN
DAOUST INTERIORS AND SHALL NOT BE USED
ON ANY OTHER WORK EXCEPT BY AGREEMENT
WITH MEGAN DAOUST INTERIORS. WRITTEN
DIMENSIONS SHALL NOT TAKE PRECEDENCE
OVER SCALED DIMENSIONS AND SHALL BE
VERIFIED ON THE JOBSITE. ANY DISCREPANCY
SHALL BE BROUGHT TO THE NOTICE OF MEGAN
DAOUST INTERIORS PRIOR TO THE
COMMENCEMENT OF ANY WORK.
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City of
Wheat idge
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Plumbing Subcontractor
This form must be completed & signed by the PLUMBING SUBCONTRACTOR
performing plumbing work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: 11301 W 40th Ave WheatRidge CO 80214
General Contractor: REGAL CONSTRUCTION INC.
FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION
Company Name: GOOD PLUMBING SVCS Contact Phone #: 303-455-8639
Wheat Ridge Contractor License #: 7I 7K (required field)
State License #: OCYM XS'3 i
Master License #:
Date
dge-
Ac-7,z
City of
Wheat 1
CNA, UITYVFf,0 ffMFNS F
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR
performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: 11301 W 40th Ave WheatRidge CO 80214
General Contractor:
REGAL CONSTRUCTION INC.
"CORM WILL NOT BE ACCEPTED WIT14 MIfISCING INFORMATION
Company Name: CREATIVE ELECTRIC
Contact Phone #: 303-781-1241
Wheat Ridge Contractor License #: 0 Ci k (required field)
State License #:
Master License #:
Date r/
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: Addition to Existing Building
Date: Friday, April 16, 2021 1:56:16 PM
Addition to Existing Building
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this Residential or Residential - upload Proof of Submission to Sanitation District
Commercial? and Water District
Upload Proof of WESTRIDGE SANITATION PROOF OF SUBMISSION.Ddf
Submission to
Sanitation Department
Upload Proof of CONSOLIDATED WATER PROOF OF SUBMISSION Ddf
Submission to Water
Department
PROPERTY INFORMATION
Property Address 11301 W 40th Ave
Property Owner Name Schuyler Cayton
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
719-651-5242
scayton@wmacolorado.com
APPLICANT INFORMATION
Applicant Name Regal Construction Inc.
What is your role in the
project?
General Contractor
Wheat Ridge 110221
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number 303-903-1790
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
for Plan Review
Comments
regalconstruction@comcast.net
Retype Contact Email regalconstruction@comcast.net
Address
DESCRIPTION OF WORK
Detailed Scope of
Work - Provide use of
addition (i.e. master
bedroom with master
bathroom); Indicate
mechanical, electrical,
plumbing scopes
Location of Work
Square Footage of
Addition
Asbestos Report
Engineering Letters,
Energy Calcs and
Other Letter Size
Attachments
Construction Plans
scanned on 11 "x17" or
larger
Provide Passcode for
Plans if locked
Living Room Addition with crawlspace, extending existing HVAC
and Electrical. Remodel existing kitchen, laundry and master
bedroom suite.
Addition to back of house
500
Cavton Project ASBESTOS TEST SUBMIT.odf
11301 W. 40TH AVE.-ILC.odf
Site-Struct Plans 11301 W 40th Ave 4-13-2021 (2)
SUBMITTAL ndf
Field not completed.
Project Value (contract 134,410.00 Valuation okay 5/10/21 KM
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Pete Regalado
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
tiff eurofins
i EMLab P&K
Report for:
Jerry Harchek
Turnstone Home Inspection Services
385 White Ash Dr
Golden, CO 80403
Regarding
Approved by:
Project: 05-26-21 1 p; Drywall Samples
EML ID: 2650461
Approved Signatory
Amber Rutter
Dates of Analysis:
Asbestos PLM: 06-01-2021
\eSpbbottAsso .
N
CAA
Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM -AS -S-1267)
NVLAP Lab Code 500053-0
All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The
results relate only to the samples as received and tested. The results include an inherent uncertainty of measurement associated
with estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1 % asbestos
concentration can be provided when requested.
Eurofins EMI -ab P&K ("the Company") shall have no liability to the client or the client's customer with respect to decisions or
recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result
of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for
the Company's own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential
damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been
advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the
Test Results exceed the amount paid to the Company by the client therefor.
EurofinsEPKBuilt EnvironmentTesting, LLC EMI -ab ID: 2650461, Page 1 of
Client: Turnstone Home Inspection Services
C/O: Jerry Harchek
Re: 05-26-21 1p; Drywall Samples
ASBESTOS PLM REPORT
Location: #1, Kitchen S wall near pantry
Eurorms EMLab P&K
4955 Yarrow Street, Arvada, CO 80002
(800) 651-4802 Fax (623) 780-7695 www.emlab.com
Date of Receipt: 05-26-2021
Date of Report: 06-01-2021
Total Samples Submitted
Total Samples Analyzed: 5
Total Samples with Layer Asbestos Content> 1%: 0
Lab ID -Version$: 12662638-1
Sample Layers
Asbestos Content
Gray Plaster
ND
White Skim Coat
ND
Multicolored Wallpaper
ND
Composite Non -Asbestos Content:
10% Cellulose
Sample Composite Homogeneity:
Poor
Location: #2, Mstr bath S wall
Lab ID -Version$: 12662639-1
Sample Layers
Asbestos Content
Gray Plaster
ND
White Skim Coat
ND
Multicolored Wallpaper
ND
Composite Non -Asbestos Content:
10% Cellulose
Sample Composite Homogeneity:
Poor
Location: #3, Hall bath behind door
Lab ID -Version$: 12662640-1
Sample Layers
Asbestos Content
Gray Plaster
ND
White Skim Coat
ND
Multicolored Wallpaper
ND
Composite Non -Asbestos Content:
10% Cellulose
Sample ComositeHomogeneity:
Poor
Location: #4, SE bdrm near entry
Lab ID -Version$: 12662641-1
Sample Layers
Asbestos Content
Gray Plaster
ND
White Skim Coat
ND
Multicolored Wallpaper
ND
Composite Non -Asbestos Content:
10% Cellulose
Sample ComositeHomogeneity:
Poor
The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to
claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to
dispose of all samples after a period of t urty (30) days, according to all state and federal guidelines, unless otherwise specified.
Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When
detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor file samples may contain large
amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection
limit and to aid in asbestos identification.
$ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is
reflected by the value of "x".
Eurofins EPK Built Environment Testing, LLC EMLab ID: 2650461, Page 2 of 3
Client: Turnstone Home Inspection Services
C/O: Jerry Harchek
Re: 05-26-21 1p; Drywall Samples
ASBESTOS PLM REPORT
Location: #5, Hall S wallnear SW bdrm
Eurorms EMLab P&K
4955 Yarrow Street, Arvada, CO 80002
(800) 651-4802 Fax (623) 780-7695 www.emlab.com
Date of Receipt: 05-26-2021
Date of Report: 06-01-2021
Lab ID -Version$: 12662642-1
Sample Layers
Asbestos Content
Gray Plaster
ND
White Skim Coat
ND
Multicolored Wallpaper
ND
Composite Non -Asbestos Content:
10% Cellulose
Sample ComositeHomogeneity:
Poor
The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to
claim product certification, approval, or endorsement by any agency of the federal government. Eurofins EMLab P&K reserves the right to
dispose of all samples after a period of t urty (30) days, according to all state and federal guidelines, unless otherwise specified.
Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When
detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor file samples may contain large
amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection
limit and to aid in asbestos identification.
$ A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is
reflected by the value of "x".
Eurofins EPK Built Environment Testing, LLC EMLab ID: 2650461, Page 3 of 3
RESIDENTIAL
Address: 11301 W 40th Ave
Lot Size: 34,594 (site plan) sq. ft.
Property in the flood plain? No
Subdivision: Brookside
Related Cases:
Rev. 09/2017
Permit- Plan Review Worksheet
Zoning: A-1
Lot Width: 150 (ILC) ft.
If yes, notify PW Floodplain Administrator and add surveying condition FLD
Any conflict? (Y/N)
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage: 25 % 8,648.5 sq. ft.
Existing Improvements (footprints):
House: 2475 sq. ft.
Shed: 80 sq. ft.
Detached garage: sq ft.
Other: sq. ft.
Total Existing 2,555
Lot Coverage 7.4
Required Setbacks: FR 30'
Provided Setbacks: FR 103.3'
sq. ft
S151 S
S 29.4' S
Proposed Improvements (footprints):
House/addition: 3,249 sq. ft.
Shed: 80 sq. ft
Detached Garage: sq. ft.
Other: sq. ft.
Proposed+Existing 3329 sq. ft
Lot Coverage 9.b %
15' R 15'
24.3' R 55.1'
For additions or new construction, is the structure within 2 feet of minimum setbacks? No
If yes, add surveying condition FND.
Maximum Height: 35 ft.
Proposed Height: 16.2 (tallest) fl
Maximum Size:
Proposed Size:
sq. ft.
sq. ft.
Does the bulk plane apply? (Y/N) NO
If yes, does it meet on all sides (Y/N): FR S S R
(See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3)
Parkland Conditions
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area ) / existing floor area = °% increase
If any box above is checked...
For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
❑ For all uses, one access point per property is permitted.
Existing gravel horseshoe driveway on A-1 property
Landscaping Conditions (apply to additions and new dwelling units)
® For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot 160.4 - width of driveway 34� / 70 = 2 (round up for required trees)
Street trees required: 2 Street trees provided: 4
Ll 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
® In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwelling Unit
❑ Not approved as an independent dwelling unit.
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Know what's below.
Call before you dig.
Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12.
Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with
code section R303.4.
Minimum Ceiling height shall be 7' or accordance with section R305.1.1.
Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1.
Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet
surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7.
Smoke Alarms shall comply with R314.
Carbon Monoxide Alarms shall comply with R315.
Hot water pipe insulation shall comply with code section N1103.4.2.
Domestic cooking exhaust equipment shall comply with code section M1503.1.
Decorative gas fireplace shall comply with code sections 2432.1 — 2432.3 or 2434.1-2434.2 depending
on the application. Please provide the inspector the installation instructions at time of inspection.
�..,,
coy of
'Y',I�''� 1r�k�'1Lete
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APPROVED
kirkmoney 05/10/2021
Plans Eaamfnw Date
MWAmilL JM. �-pls/n,"ta
�•r'�'Ie. p.d..d,. d �•l"w^.P .�..v-+t e..r.ae _�._.o.,. w.am
r�-v tpv.,b+...R.. a.. lx�.u.n...-a.r,......t,.�
mft w J"*F'ePplaarn WMr MY fft* l W60"
Underfloor area shall
comply with code
section R408
Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division
APPROVED
BY: �
DATE: April 30, 2021
COMMENTS: Approved with conditions
Owner/Contractor is responsible for locating property lines
and constructing improvements according to the approved
plan and required development standards. The City is not
responsible for inaccurate information submitted within the
plan set and any construction errors resulting from
inaccurate information.
In addition, no less than twenty-five percent (25%) of the
gross lot area and no less than one hundred percent (100%)
of the front yard shall be landscaped.
All landscaping shall be in conformance with Section
26-502 of the Zoning and Development Code.
All landscaping shall be installed in accordance with the
approved landscape plan prior to issuance of a C.O. If
landscaping cannot be installed prior to C.O., a landscape
escrow agreement with financial guarantee in the amount
of 125% of the cost of the installation shall be required.
R15
CRAWL SPACE WITH 6 MIL
VAPOR BARRIER
NOTE:
PRESCRIPTIVE ENERGY APPROACH
1. CRAWL SPACE TO BE CONDITION WITH HOME HVAC
2. NEW CONDITIONED AREA = 577 SQ FT
PROVIDE L/150 ATTIC VENTILATION = 3.85 SQ FT
(50% SOFFIT -50% ROOF TOP NEAR HIGH POINT)
PER ELEVATIONS
ROOFING SHEATHING AND
FRAMING PER STRUCTURAL
R49 INSULATION
INSULATION BAFFLE AT
SOFFIT VENT
DRIP EDGE
VENTILATION
R20 WALL INSULATION, MIN
PER STRUCTURAL
WINDOW PER FLOOR PLAN
U=0.32 OR BETTER
1/2' DRYWALL AT INTERIOR
WALLS AND CEILINGS
FLOOR SHEATHING AND
FRAMING PER STRUCTURAL
<— U-0.30 or Better
_ FIRST FLOOR
FINISH GRADE PROVIDE MIN.
10% SLOPE IN FIRST 5'-0'
AROUND ALL FOUNDATIONS
CONCRETE FOUNDATION
PER STRUCTURAL
FOUNDATION DRAIN AND
DAMPROOFING
TYPICAL SECTION
SCALE: 1/2"=V-10"
150.0'
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go*= ADDITION
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SINGLE FAMILY t29'-4 5/8"
RESIDENCE M
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SITE PLAN
1
SCALE 1" = 20'-0"
PROJECT SUMMARY:
NEW 1 STORY ADDITION TO A SINGLE FAMILY RESIDENCE
OVER CRAWL SPACE
SITE DESCRIPTION:
ADDRESS:
11301 W. 40TH AVENUE
WHEAT RIDGE, CO 80033
LEGAL DESCRIPTION:
PART OF TRACT 5
BROOKSIDE SUBDIVISION
COUNTY OF JEFFERSON
STATE OF COLORADO
CONTACT INFORMATION:
[O ►Tl T11211:10
DESIGN/ENGINEER:
JOHN J. STENSGAARD, PE
S2E STRUCTURAL ENGINEERS
5552 E. 117TH CIRCLE
THORNTON, CO 80233
(303) 252-0471
JOHNOS2E.COM
SITE STATISTICS:
ZONING:
A-1 AGRICULTURAL
AREA:
LOT SIZE _
HOUSE SIZE _
FIRST FLOOR
GARAGE
COVERED PORCH
SHED
ADDITION
COVERED PATIO ADDITION
TOTAL BUILDING COVERAGE =
ALLOWABLE BUILDING COVERAGE =
NEW BUILDING HEIGHT =
ALLOWABLE BUIDLING HEIGHT =
34,594 SQUARE FEET
1,896 SQUARE FEET
543 SQUARE FEET
30 SQUARE FEET
90 SQUARE FEET
577 SQUARE FEET
173 SQUARE FEET
3,309 SQUARE FEET
(9.6% OF LOT)
8,649 SQUARE FEET
(25% OF LOT)
16.5 FEET
35.0 FEET
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SHEET TITLE
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JOB NO.
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NORTH I SCALE: 1/4"=1'-0"
FINISH GRADE
FINISH GRADE
LEFT ELEVATION
WEST I SCALE: 1/4"=1'-0"
RIGHT ELEVATION
EAST I SCALE: 1/4"=1'-0"
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JOB NO.
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PER GENERAL STRUCTURAL NOTES
OVER 11 7/8" TJ1360 PLYWOOD WEB
JOISTS AT 16" O.C.. UNLESS NOTED
CONCRETE FOOTINGS:
8" THICK X V-6" WIDE CONTINUOUS
CONCRETE FOOTING WITH 2 #4
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(S) INDICATES SLOPED
(D) INDICATES DROPPED - BELOW
FRAMING
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EXISTING WALLS
— - - — JOIST FRAMING AS NOTED
NEW BEARING WALL BELOW
ARCHITECTURAL NON-BEARING WALL,
CONCRETE WALL, SEE DETAILS
2 X 6 WOOD STUD EXTERIOR WALLS
AT 16" O.C.
ROOF OVER FRAMING
STEP FOUNDATION WALL STEP, SEE ARCH'L
T.O.W. ELEVATIONS FOR HEIGHT
FRAMING NOTES:
1. PROVIDE COMPLETE STUD FILL UNDER
BEAM AND
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6 STUDS AT
BEARING.
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MULTIPLE MICROLAM LVL BEAMS, EACH
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BEAM AS NOTED
(S) INDICATES SLOPED
(D) INDICATES DROPPED - BELOW
FRAMING
PREFAB WOOD TRUSS PER SCHEDULE
EXISTING WALLS
— - - — JOIST FRAMING AS NOTED
NEW BEARING WALL BELOW
ARCHITECTURAL NON-BEARING WALL,
CONCRETE WALL, SEE DETAILS
2 X 6 WOOD STUD EXTERIOR WALLS
AT 16" O.C.
ROOF OVER FRAMING
STEP FOUNDATION WALL STEP, SEE ARCH'L
T.O.W. ELEVATIONS FOR HEIGHT
FRAMING NOTES:
1. PROVIDE COMPLETE STUD FILL UNDER
BEAM AND
GIRDER TRUSS BEARING, MIN. (4) 2 X
6 STUDS AT
BEARING.
2. CONTRACTOR TO COORDINATE FRAMING
LAYOUT WITH
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16d AT 12"
O.C. TOP AND BOTTOM STAGGERED CONNECTION OF
MULTIPLE MICROLAM LVL BEAMS, EACH
MICROLAM.
4. PROVIDE THE FOLLOWING HANGERS AT
BEAM TO BEAM
CONNECTIONS;
(2) 9 1/2" MICROLAM LVL HUS410
(2) 11 7/8" MICROLAM LVL HU412
(3) 11 7/8" MICROLAM LVL HU612
3 1/2" X 11 7/8" PARALLAM HU412
(2) 14" MICROLAM LVL HU416
(3) 14" MICROLAM LVL HU616
(2) 14" MICROLAM LVL HU416
6 X 12 OR 6 X 10 WOOD BEAM HUC61
(ALL HANGERS TO BE SIMPSON STRONG -TIE)
COORDINATE ALL DIMENSIONS WITH
ARCH'L RESOLVE DISCREPANCIES
PRIOR TO FABRICATION AND
CONSTRUCTION
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ISSUE HISTORY
1 PERMIT 3-29-2021
HEET TITLE
=OUNDATION/
-IRST FLOOR
=RAMING PLAN
RAWN
AK
HECKED
JJs
DATE
3/29/2021
JOB NO.
2021-41
HEET
S1.1
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28'-11 1/2"
ROOF FRAMING:
1/2" PLYWOOD ROOF SHEATHING
PER GENERAL STRUCTURAL NOTES
OVER PREFAB WOOD TRUSSES BY
305
HEADER IN WOOD
STUD WALL PER
I TRUSS
MFR,UNLESS NOTED
DETAIL 302, TYP
---- -------i-------
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ROOF FRAMING PLAN
SCALE: 1/4"=l' -O"
LEGEND
— — — — — ROOF LINE, RIDGE, HIP, VALLEY,
OVERHANG
BEAM AS NOTED
(S) INDICATES SLOPED
(D) INDICATES DROPPED — BELOW
FRAMING
PREFAB WOOD TRUSS PER SCHEDULE
EXISTING WALLS
— — — JOIST FRAMING AS NOTED
============= NEW BEARING WALL BELOW
STEP
T. 0. W.
ARCHITECTURAL NON—BEARING WALL,
CONCRETE WALL, SEE DETAILS
2 X 6 WOOD STUD EXTERIOR WALLS
AT 16" O.C.
ROOF OVER FRAMING
FOUNDATION WALL STEP, SEE ARCH'L
ELEVATIONS FOR HEIGHT
FRAMING NOTES:
1. PROVIDE COMPLETE STUD FILL UNDER BEAM AND
GIRDER TRUSS BEARING, MIN. (4) 2 X 6 STUDS AT
BEARING.
2. CONTRACTOR TO COORDINATE FRAMING LAYOUT WITH
PLUMBING, VERIFY W/ ARCH'L
3. PROVIDE CONSTRUCTION ADHESIVE AND 16d AT 12"
O.C. TOP AND BOTTOM STAGGERED CONNECTION OF
MULTIPLE MICROLAM LVL BEAMS, EACH MICROLAM.
4. PROVIDE THE FOLLOWING HANGERS AT BEAM TO BEAM
CONNECTIONS;
BEAM SIZE: HANGER TYPE:
(2) 9 1/2" MICROLAM LVL HUS410
(2) 11 7/8" MICROLAM LVL HU412
(3) 11 7/8" MICROLAM LVL HU612
3 1/2" X 11 7/8" PARALLAM HU412
(2) 14" MICROLAM LVL HU416
(3) 14" MICROLAM LVL HU616
(2) 14" MICROLAM LVL HU416
6 X 12 OR 6 X 10 WOOD BEAM HUC61
(ALL HANGERS TO BE SIMPSON STRONG—TIE)
COORDINATE ALL DIMENSIONS WITH
ARCH'L RESOLVE DISCREPANCIES
PRIOR TO FABRICATION AND
CONSTRUCTION
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ISSUE HISTORY
1 PERMIT 3-29-2021
SHEET TITLE
ROOF
FRAMING PLAN
DRAWN
AK
CHECKED
JJs
DATE
3/29/2021
JOB NO.
2021-41
SHEET
S1.2
N
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107
NO SCALE
2 #5 X 24" LONG, TOP AND BOTTOM
DRILL AND EPDXY 4" DEEP HOLE WITH
HILT] HIT EPDXY SYSTEM
(CONTRACTORS OPTION: SIMPSON ET
EPDXY TIE)
NEW CONCRETE FOOTING AND STEM
WALL
108 NO �ICAL
109 NO SCALE
601-01
POST
ON ABU66 POST BASE
IED GRADE OR CONCRETE SLAB
E OCCURS
I X 42" BELOW GRADE CONCRETE
WITH 2 # 5 VERTICALS
2003-058
HOOD STUD WALL
30d NAIL PROVIDE LOOSE SUP HOLE IN
TOP BASE PLATE, AND PREDRILL SNUG
-IOLE IN BOTTOM BASE PLATE
age dwelling unit
)ration per
2.6
POWDER DRIVEN FASTNERS AT 24" O.C.
SHIM TO SUPPORT BASE MATERIAL
CONCRETE SLAB
101-01
104 NO SCALE
PLYWOOD SHEATHING
PLYWOOD WEB JOIST
105 N
IOD FLOOR AND WALL FRAMING
X 6 CONTINUOUS PRESSURE TREATED
IOD PLATE WITH 1/2" DIA. X 10"
NG ANCHOR BOLTS AT 48" O.C.
#5 CONTINUOUS
ISHED GRADE OR CONCRETE SLAB
OCCURS
,NCRETE STEM WALL SEE DETAIL 103
,NCRETE FOOTING
� II
II
EXISTING WOOD STUD WALL
M II EXISTING FLOOR FRAMING
M Ap= a a1Tama
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SIMPSON THA TYPE HANGER
1060
NO SCALE
101-01
601-01
IIN CONCRETE ENCASED ELECTRODE
STEM WALL REINFORCING
:RETE STEM WALL
TIE TO FOOTING REINFORCING
1NG REINFORCING
__..:RETE FOOTING
NOTE:
VERIFY LOCATION WITH ELECTRICAL
PANEL
SAWCUT — 1/8" WIDE X 1/4 SLAB THICKNESS IN DEPTH —
CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE
CRACKING, BUT NOT SO SOON AS TO CAUSE SPALLING OF
THE CONCRETE WHILE SAWING. WORK MUST BE
ACCOMPLISED WITHIN 24 HOURS OF CONCRETE PLACEMENT
SAW CUT JOINT CONCRETE SLAB ON GRADE
TOOLED JOINT
1 0 1 NO 'IISCALE
TOOLED JOINT
CONCRETE SLAB ON GRADE
INTERSECTION
CORNER
102 NSCALE
NOTE:
KEYED JOINTS NEED ONLY OCCUR AT
EXPOSED EDGES DURING PLACEMENT
UNLESS SPECIFICALLY NOTED ON THE
PLANS. "TOOL WET JOINT", "ZIP
STRIP", ETC. SHALL MATCH SAWCUT
REQUIREMENTS.
101-01
CORNER BARS SAME SIZE AND
SPACING AS HORIZONTAL REINFORCING,
24" MIN. LAP
CONCRETE STEM WALL OR FOOTING
REINFORCING BARS PER PLANS AND/OR
DETAILS
CORNER BARS SAME SIZE AND
SPACING AS HORIZONTAL REINFORCING,
24" MIN. LAP
CONCRETE STEM WALL OR FOOTING
REINFORCING BARS PER PLANS AND/OR
DETAILS
103 L
wort
601-01 NO SCALE
601-01
IOD STUD WALL
YWOOD SHEATHING
K 6 CONTINUOUS PRESSURE TREATED
OD PLATE WITH 1/2" DIA. X 10"
VG ANCHOR BOLTS AT 48" O.C.
15 CONTINUOUS
ISIHED GRADE, SEE SOILS REPORT
R ADDITIONAL REQUIREMENTS
X 12 TREATED "WET SET" LEDGER
TH (2) 1/2" X 5" LAG SCREWS AT
I" O.C.
NPSON IUT JOIST HANGER
CONCRETE STEM WALL WITH #4
:RTICALS AT 32" O.C.
TERNATE BENDS
NCRETE FOOTING
101-01
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ISSUE HISTORY
7 PERMIT 3-29-2021
SHEET TITLE
FOUNDATION
DETAILS
DRAWN
AK
CHECKED
JJs
DATE
3/29/2021
JOB NO.
2021-41
SHEET
S2.1
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ISSUE HISTORY
7 PERMIT 3-29-2021
SHEET TITLE
FOUNDATION
DETAILS
DRAWN
AK
CHECKED
JJs
DATE
3/29/2021
JOB NO.
2021-41
SHEET
S2.1
EXISTING ROOF FRAMING
EXISTING OR NEW 2 X 4 AT 4'-0" O.C.
ROOF BRACE AT 45 DEGREE ANGLE,
ATTACH WITH SIMPSON A35 ANCHOR
BEAM
EXISTING CEILING FRAMING, CUT AND
HANG FROM BEAM WITH SIMPSON LUS
HANGERS
EXISTING BEARING WALL TO BE
REMOVED
I
307 YIVVU DCAM HI C/U31111V fRVVr mmmiIIV
NO SCALE 2019-007
PLYWOOD ROOF SHEATHING
PREFAB WOOD TRUSS
2X BLOCKING AT EVERY OTHER TRUSS
SPACE, WITH 3 — 16d TOENAILS TO
TOP PLATE
WOOD BEAM
SIMPSON H2.5 AT EACH TRUSS
02no) PREFAB WOOD TRUSS AT WOOD STUD WALL
vvv I NO SCALE
304E
NO SCALE
) ROOF SHEATHING
WOOD TRUSS
KING AT EVERY OTHER TRUSS
MTH 3 — 16d TOENAILS TO
TE
2X TOP PLATE
H2.5 AT EACH TRUSS
FUD WALL
) SHEATHING
601-01
YWOOD ROOF SHEATHING
X 4 OUTRIGGERS AT 24" O.C.
BLOCKING
EFAB WOOD TRUSS
J TOE NAIL AT 12" O.C.
IUBLE 2X TOP PLATE
)OD STUD WALL
YWOOD SHEATHING
ung) PREFAB WOOD TRUSS AT WOOD STUD WALL
601-01 \ v v vj NO SCALE
306 1
NO SCALE
601-01
3LYWOOD SHEATHING
2X WOOD OVER FRAMING
XISTING ROOF TRUSS
3/4" PLYWOOD GUSSET, GLUE AND
VAIL WITH 8d AT 4" O.C. EACH CHORD
VEW SIMPSON THA HANGER
EXISTING WALL TO BE REMOVED
601-01
301
CONNECTION
HEADER SIZE
NAILING
JOIST TO ALL SILL OR GIRDER, TOE NAIL
3 —
8d
BRIDGING TO JOIST, TOE NAIL EACH END
2 —
8d
PLATE TO JOIST OR BLOCKING, FACE NAIL
16d
016" O.C.
TOP PLATE TO STUD, END NAIL
2 —
16d
STUD TO PLATE
4 — 8d TOE NAIL
OR 2 — 16d END NAIL
DOUBLED STUDS, FACE NAIL
16d
® 24" O.C.
DOUBLED TOP PLATES, FACE NAIL
16d
® 16" O.C.
TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL
2 —
16d
CONTINUOUS HEADER, TWO PIECES
16d 0 16" O.C.
ALONG EACH EDGE
CEILING JOISTS TO PLATE, TOE NAIL
3 —
8d
CONTINUOUS HEADER TO STUDS, TOE NAIL
4 —
8d
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
3 —16d
CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL
3— 16d
RAFTER TO PLATE, TOE NAIL
3 —
8d
BUILT—UP CORNER STUDS
16d
0 24" O.C.
NO SCALE
ROUGH OPENING WIDTH
ROUGH OPENING WIDTH
HEADER SIZE
UP TO 3'-0"
2-2X6
3'-0" TO 5'-0"
2 —
2 X 8
5'-0" TO 7'-0"
2 —
2 X 10
7'-0" TO 9'-0"
2 —
2 X 12
601-01
WOOD STUD WALL
16d AT 12" O.C. STAGGERED BOTH
SIDES
2 — 16d AS SHOWN
I
I
r_ 16d TOENAIL EACH BEARING STUD
EACH SIDE
I
r, ---WOOD HEADER
I
16d AT 12" O.C.
FULL HEIGHT STUD, DOUBLE FOR
OPENINGS 6'-0" AND GREATER
BEARING STUD, DOUBLE FOR OPENINGS
5'-0" OR GREATER
NOTE:
THIS SCHEDULE MAY BE USED ONLY
WHERE NO OTHER HEADER HAS BEEN
CALLED OUT ON THE PLANS
302 WOOD STUD WALL HEADER SCHEDULE
NO SCALE 682-01
TOP
SPLI
W-0" MIN I AP
303 NCALE
I PLATE
.ICE
612-2101
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ISSUE HISTORY
1 PERMIT 3-29-2021
'HEET TIME
ROOF
FRAMING
DETAILS
)RAWN
AK
:HECKED
JJs
)ATE
3/29/2021
IOB NO.
2021-41
MEET
S2.2
GENERAL STRUCTURAL NOTES
BUILDING CODE:
2018 EDITION OF THE INTERNATIONAL BUILDING CODE.
2018 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE.
LOADS:
ROOF LIVE LOAD = 30 PSF (SNOW).
ROOF DEAD LOAD = 15 PSF.
FLOOR LIVE LOAD = 40 PSF.
FLOOR DEAD LOAD = 15 PSF.
STAIR LIVE LOAD = 100 PSF.
WIND LOAD = 135 MPH ULTIMATE WIND SPEED, EXPOSURE C.
SEISMIC DESIGN CATEGORY B.
FOUNDATIONS:
FOUNDATION DESIGN BASED ON NORMAL SOILS WITH NO SOILS INVESTIGATION.
FOUNDATIONS TO BEAR ON SPREAD FOOTINGS TO MATCH EXISTING WITH THE FOLLOWING
GIVEN GUIDELINES:
MINIMUM DEPTH BELOW ADJACENT GRADE --------- 3'-0"
MAXIMUM BEARING CAPACITY ----------------- 1,500 PSF
LATERAL PRESSURE (ACTIVE) REQUIRED ---------- 35 PSF
ADJACENT GRADE IS DEFINED AS ANY GRADE WITHIN 5-0" OF THE FOOTING LOCATION.
MINOR MOVEMENT OF FOUNDATIONS CAN OCCUR DUE TO UNKNOWN CONDITIONS. OWNER
ACCEPTS ANY RISK OF MOVEMENT. CONTRACTOR TO VERIFY EXISTING SPREAD FOOTING
FOUNDATION.
CONCRETE:
MINIMUM 28 DAY STRENGTH 3,000 PSI EXCEPT AS FOLLOWS:
FOUNDATION WALLS AND GRADE BEAMS ----------- 3,000 PSI
SLABS ON GRADE ------------------------- 3,500 PSI
FOUNDATIONS ---------------------------- 3,000 PSI
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE
NEED BE VIBRATED ONLY AROUND UNDER -FLOOR DUCTS, ETC. MAXIMUM SLUMP 4 1/2"
FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP
MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL.
FLY ASH - SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A
REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES
SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
N:41N;1*jzl«]1►1c3
ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS. WELDED WIRE FABRIC PER
ASTM A185, WIRE PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED
WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI
CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
EXPOSED TO EARTH OR WEATHER
#6 OR LARGER ------------------------
#5 AND SMALLER -----------------------
ALL OTHER PER LATEST EDITION OF ACI 318.
LAP SPLICES IN CONCRETE:
ALL PLYWOOD SHALL BE C -D EXTERIOR SHEATHING, STRUCTURAL 2 OR BETTER WITH
EXTERIOR GLUE AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY.
LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER
JOINTS. ALL NAILING, COMMON NAILS. WHERE SCREWS ARE INDICATED FOR WOOD
TO WOOD ATTACHMENTS, USE WOOD SCREWS. ALL PLYWOOD SHALL BE OF THE
FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATIO AND SHALL BE ATTACHED AS
FOLLOWS UNLESS NOTED OTHERWISE:
USE
THICKNESS
SPAN/INDEX
RATIO
EDGE
ATTACHMENT
INTERMEDIATE
ATTACHMENT
ROOF
1/2"
32/16
8d ® 6" O.C.
8d ® 12" O.C.
FLOOR
3/4" T&G
40/20
SCREWS ® 6" O.C.
SCREWS ® 10" O.C.
EXTERIOR
WALL
7/16"
24/0
8d ® 6" O.C.
8d ® 12" O.C.
SCREWS AT FLOOR SHEATHING SHALL BE #8 X 2 1/2" LONG FOR SHEATHING LESS
THAN 1" THICK. ALL FLOOR SHEATHING SHALL BE GLUED TO JOISTS WITH AN APA
AFG-01 QUALIFIED GLUE.
ALTERNATE: OSB ALTERNATE TO PLYWOOD:
AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS
AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER, ENGINEER AND
ROOFING CONTRACTOR. WHERE ROOF IS TO BE GUARANTEED, IT MAY NOT BE USED
WITHOUT PRIOR APPROVAL FROM ROOF SYSTEM MANUFACTURER. RATED SHEATHING
SHALL COMPLY WITH I.C.B.O. REPORT NO. NER-108, EXPOSURE 1, AND SHALL HAVE
A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES.
ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE
PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
GENERAL:
DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR
APPROVAL OF THE STRUCTURAL ENGINEER. DOUBLE UP FLOOR JOISTS AND
BLOCKING UNDER PARTITIONS. PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL
JOISTS. DOUBLE UP STUDS AT JAMBS AND AS REQUIRED UNDER BEAMS IN BEARING
WALLS. PROVIDE 2X SOLID BLOCKING AT MID -HEIGHT OF BEARING STUD WALLS.
ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE
INTERNATIONAL BUILDING CODE. WOOD CONNECTORS SHALL BE AS MANUFACTURED
BY SIMPSON STRONG -TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
AND EQUIVALENT ICC -ES APPROVAL.
SHOP DRAWINGS:
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS.
THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS
NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS
REVIEW.
ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL
------ 3" BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED
WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE
------ 2" CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY.
- 11/2" THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO
CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW.
LAP SPLICES, UNLESS NOTED OTHERWISE, SHALL BE CLASS "B" TENSION LAP SPLICES
PER LATEST EDITION OF ACI 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH.
LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP, MEASURED
BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, IS NOT LESS THAN THE
SPACING OF CROSS WIRES PLUS 2 INCHES. ALL REINFORCING BE CHAIRED TO ENSURE
PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE
ISOLATION FROM MOISTURE/CORROSION
ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN
ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK.
DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 DEGREE HOOKS
UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING
CONCRETE. CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A STANDARD
COMPRESSION DOWEL WITH EMBEDMENT LENGTH ACCORDING TO THE LATEST EDITION OF
THE ACI 318. ALL SHALL HAVE CURRENT ICC -ES APPROVAL.
PREMANUFACTURED WIDISTS:
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC -ES REPORT ESR -1153. CONNECTIONS AND BEARING MATERIAL TO BE SHOP
CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR.
PREFABRICATED WOOD TRUSSES:
PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS
LIVE LOAD AND SUPERIMPOSED DEAD LOADS STATED IN THE GENERAL STRUCTURAL
NOTES OR LOCATED ON PLANS. BRIDGING SIZE AND SPACING BY TRUSS
MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS SEALED BY A
REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. CALCULATIONS AND
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS.
ALL CONNECTORS SHALL HAVE CURRENT ICC -ES APPROVAL.
WOOD:
SAWN LUMBER:
FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES
OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER
INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK
OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING
MINIMUM PROPERTIES:
THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR
ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO
CONTRACT DOCUMENTS.
THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS
RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY.
REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING
CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH
THE CONTRACTOR.
GENERAL:
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY
PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION
VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
FOOT.
ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND
SUBCONTRACTORS PRIOR TO CONSTRUCTION.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL
BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO.
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2 X 4
2 X 6 OR LARGER
675 (REP)
95
1,500,000
925
D.F. STND
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1,450 REP
95
1,700,000
N A
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BEAMS:
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1,500 (SING)
95
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D.F. #2
STUDS:
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675 (REP)
95
1,500,000
925
D.F. STND
1,450 (REP)
95
1,700,000
1,050
D.F. #2
POSTS:
4 X 4
4 X 6 OR LARGER
1,450 SING
95
1,700,000
1,000
D.F. 2
#
6 X 6 OR LARGER
1,250 SING
95
1,700,000
1,050
D.F. #2
1,200 SING
85
1,600,000
1,000
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THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR
ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO
CONTRACT DOCUMENTS.
THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS
RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY.
REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING
CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH
THE CONTRACTOR.
GENERAL:
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY
PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION
VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS).
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
FOOT.
ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND
SUBCONTRACTORS PRIOR TO CONSTRUCTION.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL
BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO.
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SHEET TITLE
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SHEET TITLE
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2021-41
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City of
WheatRidge
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Mechanical Subcontractor
TMs form must be completed & signed by the MECHANICAL SUBCONTRACTOR
performing mechanical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: 11301 W 40th Ave WheatRidge CO 80214
General Contractor: REGAL CONSTRUCTION INC.
Company Name: FOREMAN HEATING AND COOLING Contact Phone#: 303-667-5174
Wheat Ridge Contractor License #:_222300 (required field)
David Ellard
Printed Name of Authorized Agent
T�¢vcc%(&44d 6/10/2021
Signature of Authorized Agent Date
City 0f
Wheatlkjoge
CnY OF WIMAT RIDGE BUE.DmOAND INSPECTION SERVICES DIVISION
7500 W 29thAve WheatRid9e, C0 80033-8001 p.303.235.2855.f.303.237.8929
Proof of Submission for Permitting/Plan Review
(Water and Sanitation only)
A copy of this forth must be completed by each water and sanitation agency indicated on the Permit Submittal
Checklist for the project type and be attached to the Building Permit Application at the time of submission.
Applications presented for submission without a completed Proof of Submission form from a required
agency will not be accepted or processed.
Date: 4/13/2021
Project Address:
11301 WEST 40TH AVENUE
Name of FimVindividual submittingdocuments: REGAL CONSTRUCTION INC.% PETE REGALADO
Project Type/Description: 600 SF ATTACHED SINGLE STORY LIVING ROOM ADDITION
TO THE BACK OF HOUSE.
Signature of Firm Representative orkndividual:
DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY
I , am a duly authorized representative of the agency
indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review
and approval of the project indicated above.
Menu reorese(Please check one)
o Wheat Ridge Water District
o Consolidated Mutual Water District
o Valley Water District
o Denver Water
Agency Notes:
Signature: Date:
(Agency Representative)
o Wheat Ridge Sanitation District
o Clear Creek Sanitation District
o Fruitdale Sanitation District
o Westridge Sanitation District
o Other
A) � � 01 �� 10
INSPECTION RECORD °ccunanc`;'Tyne
INSPECTION REQUEST LINE: (303) 234-5933
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Aauroval Of The Above Insnections
Underground/Slab Inspections Date Inspector
Initials
Comments
Electrical
Comments
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
: f
,
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Ally
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
"For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
For notification of your assigned inspection time window please email insptiiiierequestLd�ci.wheatridge.co.us by 8:00 A.M.
the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on
inspection routing.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
Residential Plumbing PERMIT - 201705937
PERMIT NO: 201705937 ISSUED: 08/11/2017
JOB ADDRESS: 11301 W 40th AVE EXPIRES: 08/11/2018
JOB DESCRIPTION: sewer service repair in yard only 30 ft,
*** CONTACTS ***
OWNER (303)421-3334 FISHER LEE E
SUB (720)312-9102 Manuel Guerrero 120127 Pipeline Solutions
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,800.00
FEES
Total Valuation 0.00
Use Tax 37.80
Permit Fee 70.70
** TOTAL ** 108.50
*** COMMENTS ***
*** CONDITIONS ***
ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive
written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection
by any Sanitation District representative. Inspection and approval of work by any
Sanitation District representative DOES NOT grant authority to cover work without the
approval of the Building Division.
**For trenchless sewer replacements - The contractor will verify proper slope of new sewer
piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed
specifically by the applicable code. The plumbing contractor will provide verification of
proper slope and drainage in writing as a condition of approval of the permitted work.**
City of Wheat Ridge
Residential Plumbing PERMIT - 201705937
PERMIT NO: 201705937 ISSUED:
JOB ADDRESS: 11301 W 40th AVE EXPIRES
JOB DESCRIPTION: sewer service repair in yard only 30 ft,
08/11/2017
08/11/2018
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications;
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of O R or CONTRACTOR (Circle one) Date tiJ
I, This permit wzrs issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, anew permit maybe required to be obtained. Issuance of anew permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
appR'�I- code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
/Wheat A,e
MUNiTy DEVELOPMENT
Building & Inspection Services Division C&AID
7500 W. 2911 Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929��
Inspection Line: 303-234-5933
Email: permits(cDci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #
ab 17
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address:
Property Owner (please print): LP.P E,t/ Phone: �—
Property Owner Email: N In
Mailing Address: (if different than property address)
Address
City, State, Zip:
Architect/Engineer:
Architect/Engineer E-mail:
Phone:
Contractor: �� �� Fj� ,�S LLC.
Contractors City License #: l Phone:
Contractor E-mail Address: ,
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL )] RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
0 MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. FULF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name):
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
DATE:
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
City of Wheat Ridge
Residential Roofing PERMIT - 201701810
PERMIT NO: 201701810 ISSUED: 06/09/2017
JOB ADDRESS: 11301 W 40th AVE EXPIRES: 06/09/2018
JOB DESCRIPTION: Reroof Grand Sequoia; house only 4/12 pitch; 36 squares
*** CONTACTS ***
OWNER (303)421-3334 FISHER LEE E
SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00
FEES
Total Valuation 0.00
Use Tax 252.00
Permit Fee 236.00
** TOTAL ** 488.00
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€lms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
City of Wheat Ridge
Residential Roofing PERMIT - 201701810
PERMIT NO: 201701810 ISSUED: 06/09/2017
JOB ADDRESS: 11301 W 40th AVE EXPIRES: 06/09/2018
JOB DESCRIPTION: Reroof Grand Sequoia; house only 4/12 pitch; 36 squares
I, bymy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicabble building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
r.
Siggat �f 6WNER or CONTRACTOR (Circle one) Date
1. This � ermit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2, This. Permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Kimberlyl J 0 1 S /0 Cook `� I
From:
no-reply@ci.wheatridge.co.us
Sent:
Thursday, June 8, 2017 5:50 AM
To:
Permits CommDev
Subject:
Online Form Submittal: Residential Roofing Permit Application
Categories: Kim $ ti
V()
0
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT
IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME
WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your
contractor's license or insurance has expired, and you may update those
\
documents at the time you are issued your permit. Permits are currently being
\
processed within 24-48 hours, subject to change based on volume.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Existing permits that require amendments (for example, to add
redecking) must be completed in person at City Hall. All other non -roofing permits
must be completed in person at City Hall. The Building Division will be open from
7:30-10:30 a.m., Monday through Friday to process these types of requests.
PROPERTY INFORMATION
Property Address 11301 w. 40th ave
Property Owner Name Lee fisher wl
Property Owner Phone 3034213334 CD
Number
Property Owner Email Field not completed.
Address
a
Do you have a signed Yes _
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
Core Contractors
110052
3032952220
Contractor Email Address Docs@coredoes.com
(permit pick-up
instructions will be sent
to this email)
Is this application for a Yes
new permit for a
residential roof?
Are you re -decking the No
roof?
Description of Roofing Gag grand sequoia
Material
How many squares of 36
material?
Provide additional detail House 4:12
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 12000
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
2
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Will Fey
Email not displaying correctly? View it in your browser.
Agreement
"Doing it right matters"
CONTRACTORS
ROOFING SYSTEMS
Properly Owner Effective Date
Lee Fisher 05/23/2017
Properly Address
11301 W 40th Ave
City/State Zip
_Wheatridge 80033
Primary Phone number Secondary Phone Number
303.421.3.334
Email Address
lfisherwr(c�r comcast.net
4501 Logan St,
Denver, CO 80216
303.997.1559
Terms:
By signing this agreement, the Property Owner authorizes CORE CONTRACTORS, INC ("CORE") to perform the work and supply the materials as agreed upon by Property Owner's
insurance carrier. Homeowner agrees to use CORE exclusively, and authorizes CORE to obtain labor and materials in accordance with the scope agreed to by the insurance company and ttie
specifications set out in this Agreement to accomplish the replacement or repairs. The initial proposed scope of services is attached to this agreement. This agreement does not obligate the
homeowner or CORE in any way, unless the damage is approved by homeowner's insurance carrier.
Roofing Scope:
The roofing system replacement includes all shingles, underlaynrent, valley Additional Roofing, Scope Notes
linings and miscellaneous flashings, per local applicable municipal code. This Roof, shed roof and Gutters.
also includes full clean-up of the property. A 5 year Roof Workmanship
Warranty included on full roof replacement only. A one year workmanship
warranty included all non -roof
Due to the nature of repairs related to insurance claims, this contract includes an estimated repair price of the roof syslem, approximately
S
20,929
Because the final scope hds not been agreed upon with the insurer, this repair price might change. The amount of this contract is for 100% of the replacement
cost approved by the insurance company for work to be completed by CORE. Reaching agreement on the full scope of repairs involves considerable time on
CORE's part; we will not proceed with that phase unless you agree to allow us to do the work once the scope is agreed upon. By signing this contract, you
authorize CORE to reach agreement on the scope of repairs on your behalf. CORE agrees to bid the work using the primary insurance industry pricing
database (Xactimate) based on the scope of work agreed upon with your insurer. You, the homeowner, recognize CORE CONTRACTORS, Inc. as a general
contractor and as such shall be entitled to overhead and profit, at customary insurance industry rates (20% on Xactimate line items). Any substantial additions
or deductions to the scope of work will be handled on the Customer Verification Form. Property Owner agrees that if a scope of work and project cost is
agreed between CORE and the insurance carrier, that they are responsible to pay ONLY the deductible amount per their replacement cost insurance policy.
Any further changes, in addition to the insurance work, must be requested in writing, by Property Owner.
If, you, the Property O)wncr, plan to use the proceeds of a property and casualty insurance policy issued pursuant to Part 1 of Article 4 of Title 10, C.R.S. to
pay for roofing work, pursuant to Section 6-22-105, C.R.S., THE ROOFING CONTRACTOR CANNOT PAY, WAIVE, REBATE OR PROMISE TO PAY,
WAIVE OR REBATE ALL OR PART OF ANY INSURANCE DEDUCTIBLE APPLICABLE TO THE INSURANCE CLAIM FOR PAYMENT FOR
ROOFING WORK ON THE COVERED RESIDENTIAL PROPERTY.
PAYMENTS ARE TO BE MADE: '/2 (OR FIRST INSURANCE CHECK RECEIVED — ACV CHECK) UPON DELIVERY OF ROOFING MATERIALS.
AND BALANCE UPON COMPLETION OF WORK. WORK TO BE COMPLETED WITHIN APPROXIMATELY 90 DAYS OF EXECUTED
CUSTOMER VERIFICATION FORM. CORE SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE ROOFING
CONTRACTOR HAS DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL PROPERTY SITE OR HAS PERFORMED A MAJORITY OF
THE ROOFING WORK ON THE RESIDENTIAL PROPERTY.
Property Owner's Initials
t
Right to Cancel
You, the homeowner, have the right to rescind this Agreement and obtain a full refund of any deposit within 72 hours atter entering the Agreement. If you
plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you
receive written notice from the insurer that your claim has been denied in whole or in part.
Property Owner Date
LF 05/23/2017
Property Owner Signature Insurance Company
All State
POWERED BY 4, canvas
CORE CONTRACTORS, INC ("CORE") is authorized to provide you with this NOTICE. You are therefore notified that:
(a) ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN
AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THE CONTRIBUTIONS.
1. All contracts are subject to approval of our credit department and office without exception. The person executing this contract must obtain
the approval from the officer of the CORE CONTRACTORS, INC. for this contract to be effective under any conditions.
2. SHOULD DEFAULT BE MADE IN PAYMENT OF THIS CONTRACT CHARGES SHALL BE ADDED FROM THE DATE
THEREOF AT A RATE OF ONE AND ONE HALF (1 '/z) PERCENT PER MONTH (18% ANNUM) WITH A MINIMUM CHARGE OF
$20.00 PER MONTH, AND IF PLACED IN THE HAND OF A COLLECTION AGENCY, ALL COLLECTION, LEGAL, AND FILING
FEES SHALL BE PAID BY CUSTOMER ACCEPTING SAID CONTRACT.
3. CORE CONTRACTORS, INC. shall have no responsibility for damages from rain, fire, tornado, windstorm, or other perils, as is normally
contemplated to be covered by home owners tisk insurance or business risk insurance, or unless a specified written agreement is made
therefore prior to commencement of the work.
4. Should legal action be necessary because of any act that might arise during the course of this Agreement, CORE shall be entitled to all
costs incurred in connection with such action, including a reasonable Attorney's fee.
5. The parties hereto agree that all actions or proceedings arising in connection with this Agreement shall be tried and litigated exclusively in
the State and Federal courts located in the County of Denver, State of Colorado.
6. Replacement of deteriorated items (such as decking, fascia boards, roof jacks, ventilators, flashing or other materials) not covered by
insurance, discovered during construction and required by governing code or necessary for product warranties are NOT INCLUDED and
will be charged as an extra on a time and materials basis unless STATED IN THIS CONTRACT.
7. CORE CONTRACTORS, INC. shall not be liable for failure or performance due to labor controversies, strikes, fires, weather, and
inability to obtain materials from usual sources, or any other circumstances beyond the control of CORE CONTRACTORS, INC. whether of
a similar or dissimilar nature.
8. Subsequent to property owner's insurance cagier approval, if this agreement is terminated by the Owner, the Owner shall be financially
responsible for all work performed based on the following milestones (percentages are additive).
a. Consulting Phase: Preparation of CORE Xactimate scope of work and adjuster appointment — 31' o of total bid.
b. Substantial agreement or scope confirmation with insurer— 5% of total bid.
c. Ordering and scheduling of work — 2% of total bid.
d. Repair Phase: Any line item of physical work that has been started shall be completed by CORE; if the owner terminates this
agreement while physical work is ongoing, they shall be responsible for all costs related to that line item, phis general contractor
overhead and profit.
9. In addition, the Owner shall be responsible for all other reasonable fees and expenses incurred prior to termination of the agreement,
including permit fees, deposits paid by CORE to suppliers and subcontractors, subcontractor fees and expenses, etc. to the extent they are not
already included in the line items for work that has been completed. All fees and expenses incurred prior to termination of this agreement
shall be paid by the Owner within 30 days of invoice date.
10. If material has to be reordered or restocked because of a cancellation by the customer; customer will have to pay the restocking fee
assessed to CORE by the supplier.
11. If any provision of this contract should be held to be invalid or unenforceable. the availability and enforceability of the remaining
provisions of this contract shall not be affected thereby.
12. ANY REPRESENTATIONS, STATEMENTS, OR OTHER COMMUNICATIONS, NOT WRITTEN ON THIS CONTRACT ARE
AGREED TO BE IMMATERIAL, and not relied on by either party, and do not sur,7ive the execution of this contract.
13. The maximum liability for CORE CONTRACTORS, INC. shall be the original cost of labor and materials for the repair which customer
agrees shall be liquidated sum, under any event of default of CORE CONTRACTORS, INC. herein.
14. During the duration, of the work the customer's HOMEOWNER'S INSURANCE will be responsible for any interioz damage as long as
CORE CONTRACTORS, INC. has taken appropriate action to protect the roof and siding during the repair of the roof and/or siding.
15. CORE CONTRACTORS, INC. is not responsible for existing construction problems of customer's home. If pointed out and notified to
CORE CONTRACTORS, INC. we will try to assist you in correcting the existing construction problems on a time and material basis.
16. THIS CONTRACT IS COMPOSED OF THIS PAGE AND THE REVERSE SIDE OF THIS PAGE AND SHALL BE CONSIDERED
THE ENTIRE CONTRACT BY THE PARTIES.
POWEREC cY �c�invac
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 5u(A k 00 - -2,,00)
Job Address: F
Permit Number: S o 1 l o�5 1
❑ No one available for inspection: Time I : Q5
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: 1. Inspector: 1(, -
DO NOT REMOVE THIS NOTICE
1* � I = CITY OF WHEAT RIDGE Y
Building Inspection Division'
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
A
INSPECTION NOTICE
Inspection Type: 4
// / tf
Job Address: _Yd L.J
Permit Number:
❑ No one available for inspection_ Time/(-) 1.1-2- �W/PM
Re -Inspection required: Yes L�od
When corrections have been made, call for re -inspection at 303-234-5933
Date: i Inspector:
DO NOT REMOVE THIS NOTICE
f�
t
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:'-�
Job Address: 11 301 w q0
Permit Number: 4C/')01(5v 0
❑ No one available for inspection:_Time ' ��4M/PM
Re -Inspection required: YesC.No)
When corrections have been made, call for re -inspection at 303-234-5933
Date:-, Inspectors' �l
DO NOT REMOVE THIS NOTICE
INSPECTION RECORD Occupancy /Type
'V LINE: (303) 234 -5933
INSPECTOR MUST SIGN ALL SPACES` PERTAINING TO THIS JOB " ✓
NSPECTIONS -
ji
DATE -'
IN
IITIALS
COMMENTS:
ons
G)Concrete d
Reinforcing or Monolithic
" �.�
:Weatherproof /:French Drain >.
Sewer Service tines
Water. Service lines
INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR: TO FINAL INSPECTIONS.
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB: FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground) '
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
4HS
Rough Electric
Rough; Plumbing
Gas Piping
Rough Mechanical
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Framing
Insulation
Drywall :Screw
FINALS'!
.Electrical
Plumbing
Mechanical
Roof
" �.�
Building; Final
Fire Department
R.O.W $r. Drainage
INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR: TO FINAL INSPECTIONS.
Parking & Land
"NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY :IS ISSUED.. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION '.
'OFA.CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: Z i '
Job Address: /f SC
Permit Number:
( f
f
L1 No one available for inspection: Time AM PM
Re- inspection required: Yep No
' * When corrections have been made, call for re-inspection at 303 -234 -5933
Date: '✓ D Inspector: ? �i
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
r 40001'r, Residential Roofing PERMIT - 101159'
PERMIT NO: 101159 '. ISSUED: 05/07/2010
JOB ADDRESS: 11301 W 40TH AVE EXPIRES: 11/03/2010
DESCRIPTION: Reroof 35 sqs with 30 -y -yr dim.: shingles
' * ** CONTACTS * **
owner 303/421-3334 Dave Fisher
sub 303/237-5179 Curt Marceau 02-2364 Roofing Plus
** .PARCEL INFO **
ZONE ''CODE: UA -USE: UA
SUBDIVISION:' 0191 >BLOCK /LOT #: 0/
** FEE SUMMARY ** ESTIMATED 'PROJECT VALUATION: !.8,800.00
FEES"'
Permit Fee 217.50 CD 2� l
Total Valuation . 00 44 _i.,-
Use Tax 7158.40
** TOTAL ** 375.90
Conditions:
6 nails per shingle is required. Ice dam membrane is required from eave edge to
2' inside exterior walls. Board sheathing with any gap greater than 1/2
requires panel sheathing overlay on entire roof. Sheathing inspection is
required prior to covering..:Midroof inspection is not required on permits
purchased after 4/18./10. Contractor shall provide ladder for inspections.'
Scheduled inspections that cannot be performed due to inclement weather must be
cancelled prior to 8:30 a.m. on the day of inspection or a re inspection !fee
will be assessed.
I hereby certify that the setback distances proposed by this permit application are accurate, and do: not violate applicable
ordinances, rules or regulations of the City of :'Wheat Ridge or covenants, easements or restrictions: of record; that all
measurements shown, and allegations made are accurate; that I have :read and agree to abide by all conditions printed on this
application and that I assume full resp sibility for compliance with the Wheat'. Ridge Building Code (I.B.C) and all other
e dl
applicabl eatAie OrdinanAs for wPrk under this permit. Plans ?subject to field inspection.
Signature of ief uilding Official :date
INSPECTION REQUEST LINE: (303)234 -5933 rBUILDING OFFICE.: (303)235 - 2855''.
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR 'INSPECTION THE FOLLOWING BUSINESS DAY..'
a e 4v City of
W heat ldge
COMMUNITY DEVELOPMENT -
Building & Inspection Services Division
7500 W. 29" Ave., Wheat Ridge, CO 80033
Date:
Office: 303 - 235 - 2855 " Fax: 303- 237 -8929
Inspection Line: 303- 234 -5933
Building Permit Application
Property Adtlress
11391 4/ - f-h 9 e
Property Owner (please print): _ &Ile F %ShPf PhoneL�L"?) W . z�
Mailing Address: (if different than property address)
Address:
City, State, Zip: 1
Confacto�`�: UX- �Yr✓l� � <l�
Contractors City License X/ T Phone:
Sub.Contr�ctots
Electrical Plumbing: Mechanical:
City License # City License # City License #
D "e`scriutlor;t of_wortt
ger�DVCfa�6�t bLt %�5 geJ1 /a��✓.
Contract V�e�
Review Fee (due at time of submittal):
Squares BTU's Gallons Amps Sq Ft. $
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I: have read and agree to abide by all conditions printed on this application and that i assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am . also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE: // /
(OWNER) (CONTRACTOR) er (AUTHORIZED REPRESENTATIV of (OWNER (CONTRACTOR)
PRINT NAME: �'t/ e / i l e Tr SIGNATURE: 'fr //,� DATE:.
DEPJRTMENT USE ON�
., s�
Bldg Valuation:
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Building Permit Number
Date
16262
9/24/2003
Property Owner. FISHER
Property Address : 11301 W 40TH AVE
Contractor License No. : 18083
Company : Sanders & Johnson
Phone : 421.3334
Phone : 422 6606
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsi ilit co lianc ith t heat Ridge Building
Code (U.6.C.) and all other applicable Wh ~ Ri~e r ce , for v- c under this perm~.
(OWNER)(CONTRACTOR) SIGN
Construction Value :
$$,625.00
Permit Fee :
$217.50
Plan Review Fee :
$0.00
Use Tax:
$103.50
~ Total:
$321.00
Use:
Description : ADD A/C SYS7 EM IN ATTIC AREA
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval:
Zoning :
Approval: DM
Approval :
Occupancy: Walis
OKAY PROVIDE SWITCHED LIGHT, GFCI OUTLET AND SERVICE
PLATFORM AND WALK FROM ACCESS
Roof : Stories : Residential Units :
Electrical License No : 18121 Plumbing License No : Mechanical License No :
Company;The Electri-Serve Corp. Company : Company :
Expiration Date : 2/28/2005
Approval : DM Expiration Date : Expiration Date :
Approval : Approval :
(7) This permit was issued in acwrdance wilh the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within si#y (60) days from issue date or (B) ihe building authorizetl is suspended or
abandoned for a period of 120 days.
(3) If fhis permit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in ihe
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done ihat wiil change the natural flow of water causing a drainage problem.
(5) Contrador shall notify the euilding Inspector lwenry-four (24) hours in advance for ali inspeclions and shall receive wri¢en approval on inspection card before
proceediingwit u essi softhejob.
(6) The Issua a r pproval of drawings and specifcations shail not be construed to be a permit for, nor an approval of, any violation of lhe
provisions o ildi c o ance, law, rule or regulation. ¢
Chief Building inspector
Please sign Terms and Conditions on reverse side of page.
- - -
DEF'AR'CMENT UF PLANNING ANl) UEVELOPMENT Building Permit Number : 1c' Z.
BUILDING INSPECTION DIVISION - 235-2855 ~z y6~
CITY OF WHEAT RIDGE Date
7500 WEST 297H AVENUE
WHEAT RIDGE, CO 80215
Property Owner : c;~ t'4C4w
Property Address 3 O/ 6iJ 5/B4qf-4r, Phone : yL/ -333f/
Contractor License No.
Company : Phone :?r2Z- 6 606,
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7
Construction Value :
I hereby certity Ihat the eelback dislanees proposed bylhis permil applicatlon ere eceurele,
~
Peffl'tlt F@0
p
and do not vlolate applicable ordlnances, rulas or regulalions ol tha Cily o1 V
Jheat Rldga or
2~
~
covenanle, easemente or reelrictlons ol reeord: lhal ell measuremenle shown. and allegellons
made are accurale; lhal l have read and ayree Io ablde by all condltions rlnted on Ihis
li
e /ull res
bllil tor eom Iia
ti
d Ihat 1
seu
ns
ith th
h
lldi
l Rid
B
Use Tax :
~
2D "
on. an
po
i
nce w
ca
a
m
e
ea
ga
u
ng
app
Code (U.B.C.) and all alher appllcebte Wheal d or , or under lhle permit.
Z
Total :
(OWNER)(CONTRACTOR) SIGNED DATE
'
Description 40--Il C.37bri)
/
BUILDING DEPARTMENT USE ONLY
ME[=
Approval :
Zoning :
WymbillEMORM
Approvai :
P,liplff~YVb71tStCDIIOmenC9;
Appwval :
Occupancy : Walls
Root : Stories : Residential Unils :
Eleclrical License No : Plumbing License No : Mechanical License No :
Company : Company - Company :
Expiration Date : Explration Oate : Expiration Date :
Approval : Approval : Approval :
J Ptdns RBqulrtid.:; ]
~ Pllhs Rdyutred .I :,A ! PlBns R0 uirtFdtH,,
11) thb permit wat is9ued In accordBn<e wilh Ihe provifion! Sel lorth In yopur eppliwllon And IS aubiect lo Ihe lawa ol Ihe Slata ol Cobrado enU lo Iha Zoning
Requlalwns an0 Builtlinq Code ol W1+rn1 Pldqe, Cobredo or Tny othar epDlicable ordinancee ol lhe Clly.
(2) th~e permd shali e.0ite d (n) Ihe work authonzed ie not wmmonced wtlhin eizty 180) deys Imm Issue dele or (B) Ihe bullding aulhonzetl ts euspended or
abando,+ed br a Deriod ol 120 tlayf.
(7) Il Ihie permn enpnes, e new Oermd may be ac7uhed br a lee of one-hnll lhe amounl normally reQU6ed, orovided no chnnges hzve been or will be mada in Ihe
onginal olanf an0 e0euficalions end any suspenelon or abandonmenl hae not exceaded one (1) year. II chenges ere made or il suspeneion or abandonment
exceeds one 11) yeac full leef shall be paitl For a nnw permit.
(dI No work ot any manner shall 6e tlone thal will change the naWral Oow of waler causing e dralnage Dmblem.
I51 Conlracbr ehall notrty Ihe BoilJing InSpec(or hvenly-loUr (24) M1ours m advancq br ell InspeCUOns end shall reterve wtllfen eppr rval on inspeClion Uitl Oefore
prxeediing wdM1 successrve phases ol Ihe lob.
f6) The issuance ol a permit or the approvat ol drawinge and specilicallona shall nol be construed lo be a permit lor, nor an approval of, any violalioo ol Ihe proviswns
ol Ihe buitding codea or any other ordinance. law. rule or regulatlon.
Chief Building Inspeclor For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY TI-IE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 NOURS PRIOR TO INSPECTION
DEPARTPAENT OF COMMUNITY DEVELOPMENT ~n~~~'
7500 WEST 294h AVENUE 6UILDING INSPECTION DIVISION PERMIT N0. ~
237-6944 EXT. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED 8Y THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEIOW.
JOB ADDRESS~07- E/5'7' aF
CONTRACTOR M0 26A-iy 'E011-011V6 SYSTADDRESS t 4 4 O W. 3P--b A'l/c-
CITY IkN O. ZIP CODE g a 2 z- 3
PHONE S3 E IICENSE NO.
LLHIVCVUJ rl~nml i
y s-zE-- 't./Fh-,~ T~ s r, ~ 2
OWNER
ADDFESS 3 0 / 0✓ ~-f o ~ /kv .
PHONE w,'1- 333`* ~ 1ZIPCODE b'0o33
GONTRACT PRICE $ 13 Z6, '-1- I
TYPE Ground❑
1
Woll❑
Proieefiny❑
Other
SorOFaes
SIGNS
.
.
2. MATERIAL
II
LUMINATION Yea❑ No❑
3
Type
Total Squara Feet
Eleet
Parmit No
.
.
4. SET BACK FROM PROPERTY LME N
(Speeify which ia fronl)
_
❑
S_ E
❑
_ W
❑ ❑
.
Zona_
.
ApDrmed; 2ona Inspeefor
OisopDroved
I, TYPE Solido Mora Thon 80% Opan[]
2 MATERIAL
Lses Than 80% Open
Hsiqht
FENCES
3. SET BACK FROM PROPERTY LINE N
(Speeify whith iafront)
_
❑
S_ E
❑
_ W
❑ ❑
Zona_
Apprwed,Zons Impecta
Disapproved
1
.
~l
^
OTHER
Z,C
ao~
DRAW SKETCH OR SFIOW BELOW,THE FENCE,SIGN,OR OTHEFZrSTRUCTURE, GIViNo DISTANCES FROIkPROPERTV LINES.
(SETBACKS OR PROJECTIONS INCLUDEA)
w
? ~
J
f
w
O \
a ~
w ~
z
J
(VG Jr "l 7" l--O `.t~
~
~
SPECIFY NORTH
STREET NAME W • 4 O~ A- V,t~
SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR tATS, SHOW LEAST
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICRTION FOR PLUPABING; ELECYRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
PEfYMIY WILL EMPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STdRTED WITHl6d THAT TIME.
ELECTRICAL PERMiT
STATE IICENSE NO.
ALUPRINUAAWIREUNDERSIZEOILLEGdL
PLUMBING PERMIT
STATE LICENSE N0.
F100R BSM IST 2ND 3RD 4TH
MECHANICAL PERMIT
NQ FtEL:CirelsOneGap011ProponeCOOlEIecSolor
Np,
WATER CtASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONING-BTU
LIGHTING
SINK
OTHER
HEATING
GARBAGE DISP
REFRIGERATION SYSTEM
POWER SUB-CIRCUITS
UTILITY(RANGE,DISPOSER,ETC.)
FIXTURES
WATER HEATER
AUTO. WASHER
DISH WASHER
Refri eront Group
Poundf Char e
AUTOMATIC SPRINKLER SYSTEM
WIRING MOTORS 8i CONTROI.S
FLDOR DRAIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 9 RECTFIERS.
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I NP
TOTAL FIXTURES
REMARKS ~;,X I L~ 5-+"0 2, A--G ~ 5!-F76- 17 /`"U 2 77F RL C" O I nerebyocknowledqe thot this avPlica- QERMIT FEE 3l `0v
nd thaf I
f
d
d
ers
a
un
tion is eonect on
li-
i
i
USE TAX
"
a app
l th
tonnot starf this projecf unt
l
with
ll com
I
h
d
TOTAL FEE
$
J l
51
y
p
s
a
.
cation in apProve
~
~
ihe lowa of Ihe Sta4e ol Colorado and to
.
}hs Zoninp Requlalions und Buildinq
PROVE
'
Code of the City of Wheat Ridqe. Any
DI
violafion ot the above 4erme will couse
CHIEF BUIL
INSPE 0 'ty Of hCOt idqe
immediafe revocofion ot this permit.
,
Da9e Issued
Z `9?
~
40011CaM~ SiOnatun
NO" 83E UNLESS
('R3~
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS
234 s~i33