HomeMy WebLinkAbout3314 Zephyr CourtCity of Wheat Ridge
Residential Detached Garage PERMIT - 201800059
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr Ct EXPIRES: 09/01/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
*** CONTACTS ***
OWNER (303)961-1012 GARCIA CHARLES L
SUB (303)842-8484 Gerald Nunes & Perfecto Aragon 170171 Colorado Builders Corp.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,900.00
FEES
Total Valuation 0.00
Plan Review Fee 531.77
Use Tax 1,278.90
Permit Fee 818.10
Engin. Review Fee 150.00
Extend Expired Permi 240.00
** TOTAL ** 3,018.77
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Detached Garage PERMIT - 201800059
201800059
3314 Zephyr Ct
Three car detached
garage - 816 sq ft
ISSUED: 01/24/2018
EXPIRES: 09/01/2019
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
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 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.
Signature of OWNER or CONTRACTOR (Circle one) Date
I. This permit was issued based on the information provided in the pennit 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 originalpennit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a 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, anviolation of any provision of any
apple code or any�ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Ch(ef Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
`JVheat midge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929
Permit Extension Request Form
Permits 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 may 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.
Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not
guaranteed. Please complete this form in its entirety and submit to the Building Division at
permits(&ci.wheatrid eg co.us or fax to 303-237-8929.
Party requesting permit extension: Charles L. Garcia
Permit # 201800059
Phone # 303-961-1012
E C IL— I '
Property Address: 3314 Zephyr Court 't?r 16L=__
Email Address: charles.garcia2@usdoj.gov
Reason for extension request: More time needed to procure funding for the project and additional time to finish the job.
Number of days requested: 90
Printed Name: Charles L. Garcia
For office use only
This request has
Approved by:
Signature Date: 05/30/2019
❑ Denied Extended until:
Date:
www.ei.wheatridge.co.us
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
t
❑ No one available for inspection: �-LMA141PM
Re -Inspection required: Yes
When corrections have been made,
t _
a
Date&� Inspector:
DO NOT REMOVE THIS NOTICE
i '..C.ITY,OF WHEAT RIDGE` ,
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 13�
Job Address:
Permit Number: (�
❑ No one available for inspection: TikE ) 1-i �/PM
Re -Inspection required: Yes. -°"Nom -F
When corrections have been madjf,cai( for re -inspection at 303-234-5933
City of Wheat Ridge
Residential Detached Garage PERMIT - 201800059
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr Ct EXPIRES: 09/01/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
**REVISION 2: Add electrical to detached garage; Added valuation: $3,000.00
*** CONTACTS ***
OWNER (303)961-1012 GARCIA CHARLES L
SUB (303)842-8484 Gerald Nunes & Perfecto Aragon 170171 Colorado Builders Corp.
SUB (303)761-0630 TIM SCHENKELBERG 060226 DG&S ELECTRIC SERVICE
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 63,900.00
FEES
Total Valuation 0.00
Plan Review Fee 531.77
Use Tax 1,341.90
Permit Fee 842.25
Engin. Review Fee 150.00
Extend Expired Permi 240.00
** TOTAL ** 3,105.92
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
City of Wheat Ridge
Residential Detached Garage PERMIT - 201800059
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr Ct EXPIRES: 09/01/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
**REVISION 2: Add electrical to detached garage; Added valuation: $3,000.00
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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
periormed,a hat all work to be performed is disclosed in this document and/ it ' acc mpanying approved plans and specifications.
6
S' re f O"W or CONTRACTOR (Circle one) Date
1. permit was issued based on the information provided in the pen -nit application and accompanying plans and specifications and is
<
bject 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 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 re uired
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, any violation of any provision of any
applicable 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
W heatj ge
com
MUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(cDci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: / //Y
// �
Add to Permit #IR) 0
(l�J/�I O
Building Permit Revision/Amendment Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: _'_XD
Property Owner Email:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Submitting Company: d.! V" �I �'d1l' +'C �-� �f Lt J h
�, l�
Contact Person: j M U Cvt t '�� Phone: Vo 54 _ V 6�
Contractor:
Contractors City License #:
Contractor E-mail Address:
Phone:
Please Note: Additional valuation must include all general and subcontracted work to be performed
related to the revisions and/or amendments declared in the description of work and which were not
included in the original permit valuation.
If revisions or amendments increase the original valuation, additional fees will be due at the time of
approval. Depending on the scope of work, additional plan review fees may be due upon approval
($60.00 an hour — 2 hour minimum).
Description of•revised/amended work:
Sq. FULF
Amps
Btu's
Squares
Gallons
Other
Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above)
$ 3®dd
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) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAi1����r SIGNATURE: �"r DATE: d
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
A
City of
Wh6atpiclge
COMMUNITY DEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
This form will not be accepted with missing information.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address:,;O/y ?fP/ly g Ci Permit #: t `� / coo 60t
General Contractor:
Electrical Sub -Contractor
Company Nameo.CT, 46 t Phone #:3
State License #: 1613 Master #: V ,�2li 4
Wheat Ridge License #: 0C, 0 ' (required field)
Signature of thorize Agent Date
Plumbing Sub -Contractor
Company Name:
State License #:
Wheat Ridge License #:
Signature of Authorized Agent
Mechanical Contractor
Company Name:
Wheat Ridge License #:
Phone #:
Master #•
_(required field)
Date
Phone:
(required field)
Signature of Authorized Agent Date
«e � , 4� City of
Wh6atlidge
]COMMUNiTYDEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
This form will not be accepted with missing information.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: 318945 U%%o,. ►.. 5±. Permit #: 24 PT - 00`rJov3
General Contractor: '--Tk 66--c4*L Cert t'714�"i U^-�✓ T�
Electrical Sub -Contractor
Company Name:
State License #:
Wheat Ridge License #:
Signature of Authorized Agent
Plumbing Sub -Contractor
Phone #•
Master #•
(required field)
Date
Company Name: i�:K,, 2:i,,Phone #: 3n 3 2L2,- 7?
State License #: C;�,G ���� Master #: �: C
Wheat Ridge License #: (required field)
Signature of Authorized nt Date
Mechanical Contractor
Company Name:
Phone:
Wheat Ridge License #: (required field)
Signature of Authorized Agent
Date
4,e : . . CITY OF WHEAT RIDGE.
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:N.�
Job Address: 7 1 I
Permit Number:
Re -Inspection required: 6P No 1�S!tT -
When corrections have been made, c�IwHaKre-inspection at 303-234-5933
DateInspector.- ��---�_
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Detached Garage PERMIT - 201800059
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr Ct EXPIRES: 01/24/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
*** CONTACTS ***
OWNER (303)961-1012 GARCIA CHARLES L
SUB (303)842-8484 Gerald Nunes & Perfecto Aragon 170171 Colorado Builders Corp.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,900.00
FEES
Total Valuation 0.00
Plan Review Fee 531.77
Use Tax 1,278.90
Permit Fee 818.10
Engin. Review Fee 150.00
** TOTAL ** 2,778.77
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
City of Wheat Ridge
a
Residential Detached Garage PERMIT - 201800059
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr Ct EXPIRES: 01/24/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
**REVISION: Adding 2 windows; creating two garage doors instead of one;
Added valuation: $900.00
I, by m 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 ermrt. 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 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. Lssuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Off-cial 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 permits all not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or ag-ordinance or relation 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 d
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(a)-ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Add to Permit #
Building Permit Revision/Amendment Application
' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 2C3 141
Property Owner (please print): L ,'A/�l c- f �c f�/�4 Phone&®� ��✓l✓.2_
Property Owner Email: J6 C J1 c4 r e4 / y t/A )2 c4,
Mailing Address: (if different than property address)
Address: ,14,-t /c
City, State, Zip:
Submitting Comp_anys
Contact Person: ow t"/ 0/4 4/'c Phone: 72 0 - �'� /- .S-'�F" /
Contractor: 1 v A' ,041)h '6 U, C G
Contractors City License #: /'70 J Al / Phone:
Contractor E-mail Address:
Please Note: Additional valuation must include all general and subcontracted work to be performed
related to the revisions and/or amendments declared in the description of work and which were not
included in the original permit valuation.
If revisions or amendments increase the original valuation, additional fees will be due at the time of
approval. Depending on the scope of work, additional plan review fees may be due upon approval
($60.00 an hour — 2 hour minimum).
Description of revised/amended work:
/�/�i7nr , � ✓, �'c, , f>f� N wc," -� z!y � � .i' / �vL / i a �j 1J1� X % U
���AGft-�,,� , ,�-�Zf�cf.�-� � ,2 .✓Tili
/1
f/I/Irr •.✓% /l s2 � c 2 Q� X
Y /fir �c/E
G111.rJ
Sq. Ft./LF
Amps
Btu's
Gallons
Squares Other
Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above)
i
V"INEK L"A 1 RACTOR 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: (O ER) CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: /,— SIGNATURE: DATE:
DEPA
ZONING COMMMENTS:
Reviewer
BUILDING DEPARTMENT COMMENTS:
Reviewer
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
USE ONLY
OCCUPANCY CLASSIFICATION:
iV"Adoi✓
Building Division Valuation: $
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 5o)- ObQ 6-k FSM !/JG -
Job Address: 'S3 Z e ✓,�! y/2 0-T-
❑ No one available for inspection: Time AM PM
Re -Inspection required: Yep No
*When corrections have been made call for re -inspection at 3 -234-5 3
Date: (D Z S Inspector: / 16"11)"_
DO NOT REMOVE THIS N TICE
0
11 L A
City of
c at
APPROVED
Reviewed for C.ode Com Bance
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line_1�9�*¢
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: L\ F
Job Address: ) t( zc 2) %
Permit Number: C) 0 ► <,7_- J
❑ No one available for inspection: Tim ,' �1@O/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: 31 1-,-\ � I Inspect
DO NOT REMOVE THIS NOTICE
1l
iCITY OF WH AT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 16C_S1ret+, ^a
Job Address:ky� CT
Permit Number:
Z�./" 1 X11
❑ No one available for inspection:
Time -fAK#/PM
' o�-
Re -Inspection required: Yes �
When corrections have been made, call for re -inspection at 303-234-5933
Date: ' Cf ' I F Inspector:`-1—
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 10.31 &Li;g_5
Job Address: � 3 % z9joky/-
Permit Number: 0/F000 517
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303 -234 -
Date: 3 Inspector: J"/
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Res. Garage/Carport PERMIT - 201800059
R
PERMIT NO: 201800059 ISSUED: 01/24/2018
JOB ADDRESS: 3314 Zephyr CT EXPIRES: 01/24/2019
JOB DESCRIPTION: Three car detached garage - 816 sq ft
*** CONTACTS ***
OWNER (303)961-1012 GARCIA CHARLES L
SUB (303)842-8484 Gerald Nunes & Perfecto Aragon 170171 Colorado Builders Corp.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
Total Valuation
Plan Review Fee
Use Tax
Permit Fee
Engin. Review Fee
** TOTAL **
*** COMMENTS ***
ESTIMATED PROJECT VALUATION
FEES
0.00
526.53
1,260.00
810.05
150.00
2,746.58
./ •11 1/
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Res. Garage/Carport PERMIT - 201800059
201800059
3314 Zephyr CT
Three car detached
garage - 816 sq ft
ISSUED: 01/24/2018
EXPIRES: 01/24/2019
I, by in 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
thisermit. 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 OWNER or CONTRACTOR (Circle one) "Date
I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180,days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval.
5. The permit holder shall notify4peit
uilding and Inspection Services Division in accordance with established policy of all required
inspections and shall not procconceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance Or gr m ashall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable qa o „Out on of this jurisdiction. Approval of work is subject to field inspection.
s
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
W heat j�dge
coMM�JNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits@ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: i j K / '2_&j1
Plan/Permit #
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address:
13f'-� d-�'
Property Owner (please print): 4L it,, Phone:
Property Owner Email: =----
Mailing Address: (if different than property address)
Address: % as;-
City, State, Zip: lay `Ckl� e- -
rchitect/Engineer:
Architect/Engineer E-mail:
Contractor: /j C, i. Id A �'- G e2 r- /0'
Contractors City License #:
Contractor E-mail Address:
Phone:
Phone: ,� L� 1�1-21
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): Phone:
CONTACT EMAIL(p/ease print):
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
City License #
/1 7 e / 'i, /
Plumbing:
W.R. City License #
Other City Licensed Sub:
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
J C 1 �_'9
❑ 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.)
❑ 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.)
l�s� 1 1-(tAI
/ �
Sq. FULF ?l 6 Btu's
Amps
Squares
11)-1" C; k
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ (U GJ -1071 cam'
P,
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.
CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Sienature (first and last name): DATE: ZI
DEPARTMENT USE ONLY /
ZONING COMMENTS: �� OCCUPANCY CLASSIFICATION: (/l
Reviewer.
BUILDING DEPART ENT COM N /
Reviewer:"r
P(jmjo �VcW-6 pEY. /) V-e-�/GLt: A6e-- `- fl�;,IXIV L11a1V9;9- FJ5Cb .
!m Vtil I/l2/le 2) p� � � 5 �W4T�- R �F��T�7' ADDU
PC-, GoNDI-rloNs o f A QoY'AL (A77-AGA5P) .
Eilding Division Valuation: $t, �D
City of SINGLE FAMILY/DUpLEX
0 I WOR
` RK S BUILDING PE"IT --� PusI �►c WO GNREVIEW
Date:
Location: 3314 auYa GT,
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a _ N�'Vi� �e ►���
located at the above referenced address. Please note the comments checked below.
1. __�/ Drainage:
a. Drainage Letter & Plan required: Yes _k/ No
b. Site drainage/grading plan have been reviewed and are: SOK NOT; refer to
stipulations.
2. �/ Public Improvements required & to be completed with project:
a. street paving/patching: Yes
–/— Completed
b. curb & gutter: Yes No p
c. No
Yes Completed
d. Other (specify): Yes --� No Completed
Completed
For items not constructed, the amount of funds taken in lieu of construction: $
3.
Does all existing roadway/alley R.O. W
If not, what is required?
IfROW d h h d d
meet the standards of the City: -Y/ Yes _ No
. . is requue , as t e ee been received: Yes
No (see Note below)
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations.
" '
Y • V &,C& K Cc GL<�
Signature _
y_..:a -- „
Date
5. �& NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s):
Signature David F. Brossman, P.L.S. Date
g
7. A Drainage Certification Letter accompanied by As -Built plans from the
required prior to the issuance of the Certificate of Occupancy.
J
S. y NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
Rev 06.!2013
City of
e t .i c
City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
PUBLIC WORKS DEVELOPMENT REVIEW FEES
Date: I
Location of Construction: 3 / 4 ZCP� Y� GT
Purpose of Construction: Sig 61 _ a r®M iL.r Dwr4i i
Single Family Z
Commercial
Multi -Family
DeveloRment Review Processing Fee: ................................................ $100.00 $
(Required of all projects for document processing)
Single Family Residence/Duplex Review )Fee: ..................................... $50.00 $-5(2 OD
Commercial/Multi-Family Review Fees:
• Review of existing or minimal technical documents: ........................ $200.00 $
e Initial review' of technical civil engineering documents
(Fee includes reviews of the I " and 2nd submittals) :.......................... $600.00 $
Q Traffic Impact Study Review Fee:
(Fee includes reviews of the 1" and 2nd submittals): . .......................... $500.00 $
o Trip Generation Study Review Fee: .................................................. $200.00 $
® O & M Manual Review & SMA Recording Fee ................................ $100.00 $
'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have
not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
0 Resubnuttal Fees:
3rd submittal ('/z initial review fee) :.................................................... $300.00 $
4'b submittal (full initial review fee): ................................................. $600.00 $
All subsequent submittals: ................................................................. $600.00
(Full initial review fee) $
T'OT'AL RIEVIEW FEES (due at time of Building Permit issuance):
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
RIGHT-OF-WAY.
-—A :6.wheAtridgexo.as
Rev 12/12
City of
Il6 t1 je
-BLIC: WORKS
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED: ADDRESS: 3-;514 ,ZGPE IY2 t r,
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
�.-•.•%��.�.-sir.-.-�,.._
David F. Brossman, P.L.S.
Development Review Engineer
CC: File
www.cf.wheatridge.co.us
Rev 2/08
City of
i,���WheatRijge_
UBLIC WORKS
CONDITIONS OF APPROVAL
Address: 3314 Zephyr Court
Permit Number: 201800059
Approval of this building permit is subject to the following conditions and notes:
• Per Municipal Code, only one (1) vehicle access point is allowed. Applicant may apply
for waiver for additional access through the Public Works Director. Contact Public
Works Department at 303-235-2860.
• Work along the northern and eastern property lines shall be performed to minimize
impact to adjacent properties. Should work be required in these areas, they shall be
restored to pre -construction conditions prior to issuance of a C.O.
• Driveway width shall be 10' to 24' wide for the first 25' from street, per Code.
Driveway entrance shall be in conformance with CDOT Standard Plan No. M-609-1,
Sheet 3, Type 2. Construction in the public ROW shall require a Right -of -Way
Construction Permit. Contact Public Works at 303-235-2861.
• Provide 6" vertical curb along the north side of new driveway from northeast corner of
new garage to existing sidewalk connection (see redlines on plan) to protect adjacent
properties from stormwater runoff. Curb should be 1' south of property line for
constructability. Slope new driveway from garage to street.
MVN 1/12/18
IABuilding Permit Review\2018\3044 Chase St\CONDITIONS OF APPROVAL.docx
City of
Wheat j 0g,e
_
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29`h Ave.
Sec. 26-209. Residential -Two District (R-2).
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable low to moderate -density
residential neighborhoods, and to prohibit activities of any nature which are incompatible with the residential character.
B. Development standards:
Notes:
(a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages.
(b) Front setback reductions may be allowed in accordance with Section 26-611.
(c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all
structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement
shall be reduced by half.
(d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for
those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123)
(e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side.
(f) See Section 26-625 for additional regulations pertaining to accessory buildings.
(g) Fifteen -foot setback for the first story and five (5) feet for each additional story.
(Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15)
Maximum
Height
Maximum
BuildingMinimum
40%
Minimum
Area
9,000 sf
Width (a)
75'
Minimum
t
Yard
Setback (b)
25' (d)
Minimum
Side
SetbackCoverage
5' (e)
Minimum
Rear
.
..
10'
Principal
Buildings
One -family°
dwelling
35'
Two-family
35'
40%
12,500 sf
100'
25' (d)
5' per story
10'
dwelling
(e)
Group home
35'
40%
9,000 sf
75'
25'(d)
(eper story
10'
Churches,
schools,
government and
quasi -
government
buildings, golf
courses, small
35'
40%
1 acre
200
25'(d)
15' (g)
20'
day care center,
and nursing,
elderly and
congregate care
homes
Accessory
5' if <= 10' in
Buildings
Major
15'
per 1,000 sf p
N/A
N/A
25' (d)
5'
height; 10' if
(f)
unit
>10'in
height
Minor
10'
400 sf
N/A
N/A
25' (d)
5'
5'
All Other Uses
35'
40%
9,000 sf
75'
25' (d)
5' (e)
10'
Notes:
(a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages.
(b) Front setback reductions may be allowed in accordance with Section 26-611.
(c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all
structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement
shall be reduced by half.
(d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for
those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123)
(e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side.
(f) See Section 26-625 for additional regulations pertaining to accessory buildings.
(g) Fifteen -foot setback for the first story and five (5) feet for each additional story.
(Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15)
Rev. 09/2017
RESIDENTIAL Building Permit - Plan Review Worksheet
Address: � e C-141—Zoning: Vl� -
Lot Size: 725o�`� sq. ft. Lot Width: ft.
Property in the flood plain? _� If yes, notify PW Floodplain Administrator and add surveying condition FLD
Subdivision: J2 ,^` '� Any conflict? (Y/N)
Related Cases: y -
Type of project (applicable survey conditions in parenthesis):
CO:At permit, we need: Survey at foundation: Survey prior to
Accessory ISP, ILC or site plan none if in floodplain (FLD)
❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD)
❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS)
if in floodplain (FLD)
Maximum Lot Coverage: %
Existing Improvements (footprints):
House: `` sq. ft.
Shed: sq. ft.
Detached garage: sq ft.
Other: sq. ft.
Total Existing '2-` �) sq. ft
Lot Coverage I -L 7 %
Lo
sq. ft.
Proposed Improvements (footprints):
House/addition: 2,9 S 6 sq. ft.
Shed: sq. ft
Detached Garage: 8 (fir sq. ft.
Other: sq. ft.
Proposed+Existing An (t U sq. ft
Lot Coverage I S !d %
Required Setbacks: FR 2!5 S S t2 R
Provided Setbacks: FR N 5 b S S --50 R
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add surveying condition FND.
Maximum Height: ft.
Proposed Height: ft.
Maximum Size: (0010
sq. ft.
Proposed Size: <dl (4 sq. ft.
Does the bulk plane apply? (Y/N)
If yes, does it meet on all sides (Y/N): FR = S S R
(See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3)
Parkland Conditions
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)?
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 7IL — existing floor area ) / existing floor area _ �% increase
If any box above is checked...
For SF/DUPLEXIs there existing ❑ Curb ❑ Gutter L35 -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)
❑ J"or one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
❑ For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot - width of driveway / 70 = (round up for required trees)
Street trees required: Street trees provided:
❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwe ng Unit
Not approved as an independent dwelling unit.
t
City of
Wheat lodge
BLIC WORKS
CONDITIONS OF APPROVAL
Address: 3314 Zephyr Court
Permit Number: 201800059
Approval of this building permit is subject to the following conditions and notes:
• Per Municipal Code, only one (1) vehicle access point is allowed. Applicant may apply
for waiver for additional access through the Public Works Director. Contact Public
Works Department at 303-235-2860.
• Work along the northern and eastern property lines shall be performed to minimize
impact to adjacent properties. Should work be required in these areas, they shall be
restored to pre -construction conditions prior to issuance of a C.O.
• Driveway width shall be 10' to 24' wide for the first 25' from street, per Code.
Driveway entrance shall be in conformance with CDOT Standard Plan No. M-609-1,
Sheet 3, Type 2. Construction in the public ROW shall require a Right -of -Way
Construction Permit. Contact Public Works at 303-235-2861.
• Provide 6" vertical curb along the north side of new driveway from northeast corner of
new garage to existing sidewalk connection (see redlines on plan) to protect adjacent
properties from stormwater runoff. Curb should be 1' south of property line for
constructability. Slope new driveway from garage to street.
MVN 1/12/18
1:ABuilding Permit Review\2018\3044 Chase St\CONDITIONS OF APPROVAL.docx
BID ITEM
6' DRIVEWAY WIDTH SHOWN ON PLANS 6'
SIDEWALK WIDTH B
SHOWN ON PLANS
CONCRETE 27.
SIDEWALK 4'
2% 1 2%
A 1 1
2i
6' 12:1
12:1 12:1
DRIVEWAY
CONCRETE CURB 6' TAPER (TYP.) B 6'
AND GUTTER
� CONCRETE DRIVEWAY ENTRANCE TYPE 1
6'
)RIVEWAY WIDTH SHOWN ON PLA
6'
�01�nLIL rmr-mruv, rni ARRA
VARIES - 0" TO 6"�
6" 6" 6"
CONCRETE CONCRETE
SIDEWALK PAVEMENT
SECTION A -A
DRIVEWAY /
(BY OTHERS) /
CONCRETE
SIDEWALK
4' 6' 6"
— — — 2/ ` 6"611 CURB &GUTTER
DRIVEWAY
(BY OTHERS) SECTION B -B
CONCRETE
CURB & GUTTER
DRIVEWAY ENTRANCE
SIDE SLOPE (TYP.)
CURB & GUTTER
DRIVEWAY /
(BY OTHERS)
CONCRETE
PEDESTRIAN CURB (TYP.)
CONCRETE
SIDEWALK
6 DRIVEWAY WIDTH SHOWN ON PLANS 6'
D
DRIVEWAY
ENTRANCE CONCRETE
SIDEWALK PEDESTRIAN CURB (TYP.)
(TYP.) SLOPE VARIES (WHEN SPECIFIED IN PLANS)
r CONCRETE SIDEWALK
A
2% zi 2'L zz 2z zy. C
SIDEWALK WIDTH
I21 I SHOWN ON PLANS I _ 12:1
D AND CONCGUTTERUR
CONCRETE DRIVEWAY ENTRANCE TYPE 2
CONCRETE PAVEMENT PAY AREA 6' , DRIVEWAY WIDTH , 6'
TRANSITION
CONCRETE PEDESTRIAN
CURB (TYP.)
6"
1
6"
1
SIDEWALK SECTION C -C
PAVEMENT
DRIVEWAY TRANSITION SIDEWALK WIDTH
SHOWN ON PLANS SHOWN ON PLANS
6-- 6„ CURB & GUTTER
VARIES_ 27
DRIVEWAY
(BY OTHERS)
SECTION D -D
CONCRETE
CURB & GUTTER
RAMP WITH 12H:1V
SLOPE (TYP.)
CURB & GUTTER
NOTES
1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT,
JUNCTION BOXES, AND OTHER OBSTRUCTIONS SHOULD
NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP
ACCESS AREAS.
2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR
CURB TYPE.
3. RAMP SLOPES SHALL BE 12:1 OR FLATTER.
4. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB
SHALL BE INCLUDED IN THE BID PRICE OF THE
CONCRETE PAVEMENT.
TYPE 1 ISOMETRIC VIEW TYPE 2 ISOMETRIC VIEW
Computer File Information
®-X
R -X
Sheet Revisions
Colorado Department of TransportationCITRB
4201 East Arkansas Avenue
_ 0TDenver, Colorado 80222
_�_ Phone: (303) 7-98 20 083
Fax: (303) 757-98
Project Development Branch DD/LTA
GUTTERS
> >
AND SIDEWALKS
STANDARD PLAN NO.
Creation Date: 07/04/12 Initials: DD
Date: Comments
Last Modification Date: 07/04/12 Initials: LTA
M-609-1
Full Path: www.coloradodot.info/business/designsupport
Drawing File Name: 609010304.dgn
Sheet No. 3 of 4
Issued By: Project Development Branch on July 4, 2012
CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English
EXISTING 6 FOOT
WOOD FENCE - TY
1 �Ql;���� � "� �J� l
%
9
Ct-4
5 REQ'D � i
SETBACK i �i
PROPROSED GARAGE
ZWSF
-On
(?��� �
5 341
'e7
PROPROSED DRIVEWAY
1067 SF
% CONCRETE
.�-ro S7'p-��j
16 10
32' ao
-7N, 0
%
0
M
0
Z EXISTING G E
& FENCE
`�EQ'D SETBACK
o'
C<
7�01
X
j
SITE PLAN
DRAWING SCALE 1 /411 =1,_0"
EXISTING BOUNDRY
9
/iiiii� /N
EXISTING LANDSCAPING /
SOD
OoWW.-PpooT
vw4owrA,-rivN &-o-TYPO
NOTE: FIELD VERIFY ALL
DIMENSIONS PRIOR TO
BEGINNING TO CONSTRUCTION.
EXISTING SINGLE
FAMILY RESIDENCE
3341 ZEPHYER ST.
491-100
EXISTING/ �� \
EXISTING
Al'
0
.0000'x
M -TING_
EXISTING 6 FOOT
WOOD FENCE - TYP,
EXISTING
5'REQ'D
SETBACK
EXISTING GATE
& FENCE r"
Z
4"n
0
M
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ReVhWed for Zoning Compliance by the
CRY Of Wheat Ridge Planning Division
APPROVED
WON
DATE:
Comm��:
Owner/Contractor is responsible for locating property lines
and constructing improvements according to the approve d
plan and required develODMent standard
k - -13. The City is not
responsible for inaccurate information submitted within the
plan set and any construction errors resulting fronj
inaccurate information.
Ibb -h dliveway from Ufeexist ftg
edge of pavement into the site shall be
surfaced with concrete, asphalt, brick paver
or similar material. Contact Dept of Public
Works for ROW Permit 303-235-2861.
NOT APPROVED AS AN
INDEPENDENT DWELLING UNIT.
Landscaping removed or damaged during
construction must be replaced prior to final
inspection.
City of
�`' W'.t'
APPROVED
9"riewed for Co c
—ofnawce
Plans Examiner Date
yoft 9! "a* The issuafte Of# PLOrmit Or OPPMW O(PAM
004 be a permit for, or on qwovw At aw wlobt to
#8V of V* prowshm of or &A*V C0* or of any Cjy OrAwenm. penoft
0"00" 0 94* "000ft to VWW olcwd the pvw*m qfo* so
C**S W 00W WaRoam of Ow city sw not be wed.
CITY OF WHEO R'IDGE
UBLIC WORKS
DATE I
RECEIVED 1/ 2 hij
CXXI 01
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DRAWING DATA
DRAWN BY
AMA
CHECKED BY
PERFECTO ARAGON
DATE ISSUED
12.18.17
CONTACT
PERFECTO ARAGON
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CONSTRUCTION
PLAN NO.
33.14
3 CAR GARAGE
34'-4" x 22'-4112"
4" REINF. CONCRETE SLABABV. ON
COMPACTED FILL. PROVIDE
PERIMETER EXPANSION JOINTS.
SLOPE" PER FT. MIN. TOWARD
O.H. DOOR,
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8-0" x 10'-0" OH DR I I 8'-0" x 10'_0„ OH DR I
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TOP PLATE
8'-0" 1 24" 1- 81.0" 1, 2'-81/2"
MASONRY VENEER SHALL BE INSTALLED WITH ONE
LAYER 15# WATERPROOF FELT OR BUILDING PAPER ON
THE EXTERIOR SURFACE OF THE EXTERIOR WALL
PRIOR TO INSTALLATION OF BRICK VENEER OR ANY
OTHER EXTERIOR FINISHES.
COLOR AND STYLE TO MATCH EXISTING BRICK ON
HOUSE.
PROPOSED ROOF HEI
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2-61/2"
8'-4"
21wo"
8141
FOUNDATION PLAN
DRAWING SCALE 114"
- ----- ------ - ..... .. . ........ --- - - ------
21-0" 81-4" "-61/2" Provide truss manufacturer's profile
drawings at time of frame reviewed for Zoning Compliance by the
inspection. Uplift connections and City of Wheat Ridge Planning Divisiondw
fearing shall comply with drawings.
APPROVED
By**
DAM
DRAINING SCALE 114" =1'-O"NO
COMMENTS:
/--CON .1 S �k� I
PROPOSED ROOF HEIGHT MAXHEIGHT 151,0111
4 12
{2} 2 x 6 TOP PLATE
FRAMING EXTERIOR WALL: EXT.
WALL MATERIAL OVER MOISTURE
BARRIER & 7116" O.S.B. SHEATHING
OR 118" THERMO-PLY OVER 2 x 6
STUDS 16" O C U N O PROVIDE
R 49 BATT INSULATION
3 CAR GARAGE
34'-4" x 22'-4112"
124
T.O. GARAGE SLAB 4" THICK SLAB.
R 19 BATT INSULATION, AND SLOPE 114" PER FT. MIN. TOWARD
INTERIOR SURFACE 1/2" GYP. BD. O.H. DOOR. PRVD. PERIMETER
EXPANSION JOINTS. FND. DEPRESS
e44.12"DAT O.H. DOOR.
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$'� +. 4 •w. + esti .N b 7. ♦' ... ♦ +' ! •.' 1:. ;., , r
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FDN. TO BE 10" THICK CONC. WALL PROVIDE 2 # 4 i
EXPANSION JOINT :'..
IVI/'1�7VIVi1 1 Y {..I�it..f..[1 vi !r.%[ -L. tji- I,.0 Ir.i.,1..1..V ..! , } I w4 v . rY .. , , .� HORZ, REBARAT TOP AND BOTT. # 4 VERT, REBAR 4.. "I'll
LAYER 15# WATERPROOF FELT OR BUILDING PAPER ON + AT 4' O.C. REQ'D. INSTALL DAMP -PROOFED BARRIER
...' L
THE EXTERIOR SURFACE OF THE EXTERIOR WALL ON THE EXTERIOR BY APPROVED METHODS AND . .
PRIOR TO INSTALLATION OF BRICK VENEER OR ANY MATERIALS TO THE EXTERIOR Z x 6 P.T. SILL PLATE
OTHER EXTERIOR FINISHES. WITH 112" DIA. x 10" ANCHOR BOLTS AT 6' O.C, AND
12" FROM ENDS.
If ,,�„ 1 it !1 11_011
SCALE 1 /4 COLOR AND STYLE TO MATCH EXISTING BRICK ON
DRAINING SCALE 1 /4 --1 _p DRAINING DRAINING SCALE 114" =1'_0'1
HOUSE.
7,
R ADDITIONAL
PROVIDE ABLOCK-OUT IN THE FOUNDATION FOR THE 22, BASEMENTS WITH HABITABLE .PACE AND HALLWAYS 3, GARAGE VEHICLE DOOR OPENINGS SMALL BE FRAMED � �E� OPEN VALLEY LINING TO BE INSTALLED IN 2, REFER TO STRUCTURAL NOTES FO 0
7. CONCRETE AND MASONRY FOUNDATION WALLS SHALL 15. E�TE�I�3R FI
FOUNDATION NOTES :_ "� HEIGHT, BEAMS, TO COMPLY WITH BRACING AND HOLD-DOWN ACCORDANCE WITH THE 2015 INTERNATIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS.
EXTEND ABOVE THE FINISHED GRADE ADJACENT TO INSPECTION OF THE GROUNDED ELECTRODE WIRE SHALL HAVE A MIN. 7 0 CEILIN
REQUIREMENTS OF R602.10.6.2 3 AND 4. 1. EXTERIOR. WALL COVERINGS SHALL COMPLY WITH ALL RESIDE '
1, THE CONCRETE FOUNDATION CONTRACTOR SHALL FOUNDATION AT ALL POINTS A MIN. OF 4 INCHES CONNECTION TO THE REBAR. IF THE CONNECTION TO GIRDERS, DUCTS OR OTHER t STRUCTIONS ARE Q TIAL CODE (IRC), MANUFACTURERS 3, REFER TO ELECTRICAL NOTES FOR ADDITIONAL
THE0
�� REQUIREMENTS FOR WATERAND WIND RESISTANCE,
INSTAL YS LINED
AND � N 6 -4 OF THE FINISHED .CATION INSTRUCTIONS. OPEN VALLEYS CHECKAND VERIFY ALL DIMENSIONS SHOWN WHERE MASONRY VENEER IS USED AND A MIN OF 6 REBAR IS INCLUDED IN THE P.E. S FOUNDATION PERMITTED TO PROJECT WITHIN 4.
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES INFORMATION NOT SHOWN OR NOTED ON PLANS.
AND FASTENINGS. APPLY ONE LAYER OF WATERPROOF T
REVIEW THE UPPER ARCHITECTURAL FLOOR PLAN FOR ATTACHED B.PORTIONS OF BASEMENTS NOT CONTAINING WITH �0 {2} PILES OF ROLLED ROOFING SHALL BE
INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO REPORT, THE GROUNDING WIRE CAN BE A FL00 FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE EXTERIOR. SURFACE
FELT OR BUILDING PAPER ON
T L HAVE A MIN. PERMIT WHERE THE BOTTOM LAYER IS LEAST
DOOR, DUCT, STAIR AND MISCELLANEOUS BLACKOUTS SHEATHING OR SIDING, REDWOOD TO REBAR STUBBED OUT OF THE FOUNDATION PER HALLWAYS OR HABITABLE SPA ' E SHAL
UNTREATED WOODS THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE TES 4• THE GENERAL CONTRACTOR, THE PROJECT MANAGER
{ OF THE EXTERIOR WALL PRIOR TO INSTALLATION OF 18" WIQ = Y
PRIOR TO CONCRETE PLACEMENT. IT'S THE NEC SECTION 250.52. CEILING HEIGHT OF 6 -8 FRO INISHED FLOOR, EACH SEPARATE SPACE BY AND THE TOP LAYER 36 WIDE. VALLEY
IS TO PROVIDE THE FOLLOWING, SOILS TEST, STRUCT.
CEDARGROSS -VENTILATION FOR E
N AT ALL
TO EXTERIOR FINISHES. PROVIDE FLASHING METAL SHALL BE LINED WITH METALAT A MINIMUM OF
CONCRETE CONTRACTORS RESPONSIBILITY1 A fi - MILAPPROVED VAPOR RETARDER WITH JOINTS 23, AND LAUNDRY ROOMS IN ED AGAINST THE ENGINEER, EXACT SPECIFICATIONS, COLOR
8. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH fi BATHROOMS, TOILET ROOMS VENTILATING OPENING PROTECT OPENINGS . ��
REPORT ANY DISCREPANCY TO THE GENERAL P CED BETWEEN THE
ENCLOSE INTERIOR SPACES AND FLOORS BELOW LAPPED MIN fi SHALL BE LA BASEMENT SHALL HAVE A �IIN, CEILING HEIGHT OF ENTRANCE OF RAIN OR SNOW, WIDE AND CORROSION RESISTANT. SELECTIONS, FIELD SUPERVISION RESCHECK &
AND THE BA L 2, MASONRY VENEER SHALL BE INSTALLED WITH ONE
CONTRACTOR AND ENGINEER OR BE RESPONSIBLE IN M CONCRETE FLUOR SLAB AND THE BASE COURSE, OR16'-8" 8. CLOSE VALLEY SHALL BE A MIN. OF 36" WIDE OF MANUALS
GRADE SHALL BE DAMP -PROOFED COMPLIANCE FROM FINISHED FLOOR, 5, VENTILATING OPENING SHALL HAVE AT LEAST A LAYER 15# WATERPROOF FELT OR BUILDING PAPER ON
THE SAME. WITH REQUIREMENTS OF R406.1 AND THE SOILS OVER THE PREPARED SUBGRADE. NOT REQ`D AT
" D 1 4" MAX, RE 'D A EITHER ONE PLY OF SMOOTH ROLL ROOFING OR
FOOTING TO BE DESIGNED IN 24. WHERE BASEMENTS CONTAIN ONE (1) OR MORE MINIMUM DIMENSION OF 1116 AN / Q THE EXTERIOR SURFACE OF THE EXTERIOR WALL
2. FOUNDATION / SPREAD GARAGES CARPORTS, UTILITYAND UNHEATED SELF -A HEARING MODIFIED BITUMEN. METAL SHALL 5. ALL STRUCTURAL INFORMATION SHOWN ON THE
REPORT.
� NG ROOMS, AN EMERGENCY ESCAPE AND VENTILATION OPENING SHALL OPEN DIRECTLY TO THE PRIOR TO INSTALLATION OF BRICK VENEER OR ANY
ACCORDANCE WITH THE SOILS REPORT WITH A MAX AND FLATWORK. SLEEPI OO S,
9, IN AREAS WITH HIGH WATER TABLE, EXTERIOR STRUCTURES NOT BE USED ON A CLOSED VALLEY.
EACH SLEEPING ROOM. OUTSIDE AIR. PROVIDE ATTIC VENTILATION SO THAT OTHER EXTERIOR FINISHES. BUILDER PLANS" IS FOR REFERENCE PURPOSES
BEARING OF 3,500 PSF. THE CONCRETE SHALL RESCUE OPENING IS REQ D IN 0
9, ALL OVER FLASHING AT VERT. WALLS, SKYLIGHTS, ONLY. THE OWNER AND CONTRACTOR SHALL HAVE A
FOUNDATION WALLS THAT RETAIN EARTH D
0 PSI STRENGTH IN 28 DAYS. PROVIDE 17, THE OPENING SHALL OPEN DI CTLY INTO A PUBLIC THE VENT OPENINGS SHALL HAVE 114" CORROSION
DEVELOP TO 350 ENCLOSE INTERIOR SPACES AND FLOORS ,LOW CONCRETE AND MASONRY FOUNDATION WALLS BALLROOFING
PERIMETER DRAIN PER SOILS REPORT _ EXTEND ABOVE TME FINISHED GRADE ADJACENT TO MAY OR TO A YARD OR A COUJ T YARD THAT OPENS TO RESISTANT METAL MESH COVERING.
NOTES SOIL STACK, VENT PI'EAND CHIMNEY. LICENSED C COLORADO REGISTERED PROFESSIONAL
GRADE SHALL BE WATER PROOFED IN COMPLIANCE ENGINEER TO REVIEW AND TO DESIGN ALL
NVENTED ATTICS AND UNVENTED RAFTER THE ROOFING SHALL BE INSTALLED IN ACCORDANCE 10. ALL SIDEWALL FLASHING - HEADWALL - CONTINUOUS
RECOMMENDATIONS AS WELL AS COMPLY WITH THE THE FOUNDATION AT ALL POINTS A MIN. OF 4 INCHES A PUBLIC WAY, 6, U 1,
SMITH REQUIREMENTS OF R4�.2
FLASH I E, >� STRUCTURAL ELEMENTS SUCH AS ALL FRAMING
OF SECTIONS 8401.4 AND ASSEMBLIES ARE REQ`D TO COMPLY WITH ALL WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE IVIG SHALL BEA MIN, OF 4 X 4 AND ALL
DETAILED REQUIREMENTS MASONRY VENEER IS USED AND A MIN OF 6 E OPENINGS SHALL
WHERE MASON EMERGENCY ESCAPE AND RE CU 0
WALLS, BEAMS, CONNECTIONS, HEADERS, POSTS,
10. PROVIDE ABLOCK-OUT IN THE FOUNDATION FOR THE 25M LISTED UNDER R80fi.5. MANUFACTURERS' INSTALLATION FLASHING SHALL BE COUNTER FLASHED WITH METAL
R405.1 THE FOOTING SHOULD BE SIZED TO MAINTAIN A INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO IN, NET CLEAR OPERABLE AREA OF 5,7 SQ. FT, CONDITIONS L S U {IRC}, AND MANUFACTU JOISTS AND RAFTERS.
URE OF 1000 PSF BEARING INSPECTION OF THE GROUNDED ELECTRODEWIRE HAVE A M ,� 7. PROVIDE SOLID BLOCKING BELOW ALL POSTS AT INSTRUCTIONS. OR EXTERIOR FINISH AND PROPERLY SEALED.
MIN. DEAD LOAD PRESS UNTREATED WOOD SHEATHING OR SIDING, {REDWOOD, W120" MIN. CLEAR OPENING SDTH AND 24 MIN.
DEAD LOADS PLUS DESIGN CONNECTION TO THE REBAR. IF THE CONNECTION TO .: FLOOR LEVEL. ALL POSTS SHALL BE SUPPORTED _ 11, �� " 6, THE BASEMENT PLAN INCLUDED HEREIN IS NOT AN
PRESSURE APPLIES TO CEDAR OKAY} AND 2. ICE AND WATER SHIELDS OF SELF ADHEARING STEP FLASHING SHALL BEA MINIMUM OF 4 X 4 PIECE
REBAR IS INCLUDED IN THE P.E. S FOUNDATION 26. WINDOW WELLS FOR EMERGENCY ESCAPE CONTINUOUSLY DOWN TO SOLID BEARING ON A BEAM ENGINEERED FOUNDATION PLAN.
LIVE LOAD CONDITIONS. THE DESIGN PRESSURE MAY °:. IDE AN ACCESSIBLE BITUMEN INSTALLED AT THE EAVES AND RAKES TO PER SHINGLE, AND ALL FLASHING SHALL BE COUNTER
OR AS ALLOWED BY LOCAL REPORT, THE GROUNDING WIRE CAN BE ATTACHED 18, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH RESCUE OPENINGS MUST PR OR FOUNDATION WALL.
BE INCREASED BY 113 boom"T1�N0 {2 }FEET INSIDE THE EXTERIOR MALL IS NOT FLASHED WITH METAL OR EXTERIOR FINISH AND 7. THE CONCRETE FOUNDATION CONTRACTOR SHALL
TO REBAR STUBBED OUT OF THE FOUNDATION PER OPENING WITH A HORZ. PROJTION AND WIDTH OF AT
CODES WHEN CONSIDERING TOTAL LOADS THAT AND ENCLOSE INTERIOR SPACESAND FLOORS BELOW t! " 8. BEARING PARTITIONS PERPENDICULAR TO JOISTS REQ`D. PROPERLY SEALED. AT VERT, WALLS SKYLIGHTS SOIL CHECKAND VERIFYALL DIMENSIONS SHOD AND
NEC SECTION 250.
INCLUDE WIND OR SEISMIC CONDITIONS. 52. wmw�GRADE SHALL BE DAMP -PRIED IN COMPLIANCE LEAST 3�i .WELLS DEEPER THAN A SHALL NOT BE OFFSET FROM THE SUPPORTING STACK REVIEW THE UPPER ARCHITECTURAL FLOOR PLAN
_ PERMANENT LADDER PROVID �D. WINDOW WELLS 3. SHINGLES ARE NOT PERMITTED TO BE INSTALLED ON "VENT PIPE AND CHIMNEY.
11. A6 - MIL VAPOR RETARDER WITH JOINTS WITH REQUIREMENTS OF R4t�,1 AND THE SOILS GIRDER, WALLS 0R PARTITIONS MORE THAN THE " _ FOR DOOR DUCT STAIR AND MISCELLANEOUS
3. CONCRETE SLAB -ON -GROUND FLOORS BELOW GRADE
" SHALL HAVE PROPER DRAINA E• KICK OATS AT THE END OF THE SIDEWALL STEP
ANY ROOF SLOPE LESS THAN 2 VERT. FOR EVERY 12" 12•
SHALL HAVE A 4" THICK BASE COURSE 01^ CLEAN, LAPPED MIN 6 SHALL BE PLACED BETWEEN THE REPORT. DEPTH OF THE JOIST.
HORIZ. SLOPES 2.12 UP TO 4:12 DOUBLE UNDERLAY IS FLASHING SHALL BE'TURNED OUT IN A MANNER THAT BLOCKOUTS PRIOR TO CONCRETE PLACEMENT, IT'S
GRADED SAND, GRAVEL, CRUSHED STONE OR CONCRETE FLOOR SLAB AND THE BASE COURSE, OR 27, GRADE LEVEL OR BELOW GRADE OPENINGS RAFTERS AND RIDGE BOARDS SHALL COMPLY DIRECTS THE CONCRETE CONTRACTORS RESPONSIBILITY TO
19. IN AREAS WITH HIGH WATER TABLE, EXTERIOR 9 ROOF RAF REQ D. D TS 1�lATER AWAY FROM THE WALL ONTO THE
" OVER THE PREPARED SUBGRADE. NOT REQ D AT SHALL HAVE A MIN. NET CLEAN OPENING OF MIN. REPORT ANY DISCREPANCY TO THE GENERAL
CONCRETE PASSING A 2 SIEVE. RAGES CARPORTS UTILITY AND UNHEATED .FOUNDATION WALLS THAT. RETAIN EARTH AND , FT. WITH SECTION 8802.3 4, ALL OTHER FLASHING AT VERT. WALLS, SKYLIGHTS, ROOF R INTO A GUTTER.
DE CONSTRUCTION TOLERANCE FOR S'0 SQ
CONTRACTOR AND ENGINEER OR BE RESPONSIBLE
r "
4, SLAB ON GRA Q FLATU�IORK. ENCLOSE INTERIOR SPACES AND FLOORS BELOW 104 RAFTER CONNECTIONS SHALL COMPLY WITH SECTION SAIL STACK VENT PIPE AND CHIMNEY. 13. 1 SQ. FT'. OF ROOF VENT REQ'D FOR EVERY 300 SQ, I=T.
STRUCTURES AN -
NEW CONSTRUCTION:
GRADE SHALL BE SKATER PROOFED IN COMPLIANCE 28• WHERE EMERGENCY ESCAPE AN 8802,3,1 5, OF AREA WITH 50 - 80% OF THE VENTING IN THE THE SAME.
12. CONCRETE AND MASONRY FOUNDATION MALLS SHALL ARE PROVIDED THE WINDOW SHALL HAVE A SILL DRIP EDGE FLASHING IS REQ D AT ROOF EAVES AND
WITH REQUIREMENTS OF R406.2 UPPE PORTION OF THE ROOF. 8, DIMENSIONS TAKE PRECEDENCE OVER DRAWING
EXTEND ABOVE THE FINISHED GRADE ADJACENT TO HEIGHT OF NOT MORE THAN " ABOVE THE FLOOR, 11. SIDE -LOADED MULTIPLE LVL BEAMS SHALL BE m -
FLATNESS,ALL CONCRETE FLOORS SHALL NOT HAVE ALONG THE RAKE EDGES OF THE ROOF. INSTALLED
THE FOUNDATION AT ALL POINTS A MIN, OF 4 INCHES CRAWLSPACE CLEARANCE BEi1NEEN ANY FASTENED PER MANUFACTURER SPECIFICATIONS. WITH A MINIMUM OF 2" OVERLAP FOR SEGMENTS,
14, ALL SHINGLE ROOFING SHALL COMPLY WITH THE 100 INFORMATION DO NOT SCALE!
PITS DEPRESSIONS, BULGES OR AREAS OF 20,
„ MPH DESIGN WIND SPEED AND TO BE INSTALLED WITH RE GIVEN T FACE OF
" �INEBE MASONRY VENEER IS USED AND AMEN 01= 6 FRAMING� 9, ALL DIMENSIONS SHOWN A G 0
118 OF AN 1 INCH IN 32 OBSTRUCTION AND THE GROUND SHALL BE AT LEAST 12. DRAFT STOPPING REQ D IS TO COMPLY WITH SECTION EXTEND A MINIMUM OF BELOW ROOF SHEATHING
UNEVENNESS EXCEEDING{ } MIN. 6 NAILS PER SHINGLE.
INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO 18 INCHES. PROVIDED ACCESS TO ALL UNDER FLOOR 1. STRUCTURE SHALL BE BRAC5.D IN COMPLIANCE WITH
OTHERWISE NOTED ON PLANS OR R302.12 AND A MINIMUM OF 2" ONTO THE ROOF DECK, STUDS - 2 X 4 {31/2"},AND 2 X 6 {5112"j.
INCHES, UNLESS 0TH =` R WHEN
15. " � "
UNTREATED WOOD SHEATHING OR SIDING, {REDWOOD, SPACES THROUGH THE FLOOR WITH AN OPENING 18'" X THE REQUIREMENTS OF R602a 0 0 FLASHING SHALL BE MECHANICALLY FASTENED AT ROOF SHEATHING SHALL BE 15 / 32 OSB, NAIL 6 10. PROVIDE 4 MIN, DOOR JAMB CONDITION AT
FOR AREAS SPECIFICALLY DESIGNED FOR DRAINAGE. 13, ALL TRUSSES TO BE FABRICATED AND DESIGNED
CEDAR 01<A
24" MIN. OR THROUGH THE PERIMETER WALL NOT LES APPLICABLE, R602,12. WHER9 aA STRUCTURE OR LICENSED MINIMUM OF 12" O.C. THE UNDERLAY SHALL BE O.C. A� PANEL EDGES AND 12" O.C. AT PANEL FIELD. PERPENDICULAR WALL TYR
:ALL CONCRETE FLOORS SHALL BE UNDER THE SUPERVISION OF A COLORADO
5 LEVELNESS FOUNDATION WALLS THAT RETAIN EARTH THAN 16" X 24 . PORTION THEREOF DOES NOT COMPLY WITH THIS INSTALLED OVER DRIP EDGE ALONG EAVES AND 16, ROOF IS SLOPED TO DRAIN AND GUTTERS AND
TAL WITHIN 11240 OF THE 13• EXTERIOR
R H HORIZONTAL STRUCTURAL ENGINEER, ALL OVERFRAMING 2 X 6's @ 11. ALL ANGLES ARE 45 U.N.O.
PLACED LEVEL 0 O 1
+ AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW 21 F SECTION IT SHALL COMPLY WITH 8301.
ONE 1 HALF INCH 112" X 8" OR 12" ANCHOR BOLTS 24" O.C. ARE REQ'D TO SUPPORT DIRECTLY ON UNDER DRIP EDGE ALONG RAKE. DOWNSPOUTS TO BE PROVIDED AND TO BE FIELD
WIDTH OR LENGTH, UNLESS OTHERWISE NOTED ON } { } .DING OF OTHERWISE
GRADE SHALL BE DAMP -PROOFED IN COMPLIANCE REQUIREMENTS. WHERE A Bl Y OF 15 POUND FELT SHALL VERIFIED FOR LOCATION - DOWN SPOUTS TO DRAIN 12. ALL OVERHANGS ARE MEASURED HORZ. FROM FACE
EMBEDDED AT LEAST SEVEN ? INCHES INTO TRUSSES OR OVER SOLID BLOCKING BETWEEN 6. THE MINIMUM OF 1 LA ER
PLANS OR FOR AREAS SPECIFICALLY DESIGNED FOR { } N DOES NOT CONFORM
WITH REQUIREMENTS OF R406.1 AND THE SOILS �» " CONVENTIONAL CONSTRUCTION BE INSTALLED ON ROOF SLOPES LESS THAN 2:12 2" THRO GH CONCRETE PATIO AND / OR WOOD DECK TO OF FRAME TO INSIDE EDGE OF FASCIA BACKING
CONCRETE OR MASONRY TO BE INSTALLED EVERY 6 0 TRUSSES. TRUSS CALCULATIONS SHALL BE ON SITE AT { }
DRAINAGE REPORT. OR CONTAINS STRUCTURAL E..EMENTS EXCEEDING
WITH A MIN, OF T�JSfO {2} BOLTS PER PLATE SECTION TIME OF FRAMING INSPECTIONS. VERTICAL FOR EVERY 12" HORIZONTAL. ANY SLOPE DAYLIGHT. BOARD -ALL SOFFITS ARE TO BE FLAT.
6, A 6 - MIL APPROVED VAPOR RETARDER SMITH JOINTS " THE LIMITS OF 8301.1, THESE ELEMENTS SHALL BE "�
HORIZONTAL OR
4.12 4 VERTICAL FOR EVERY 12 HOFt12
WITH ONE 1 BOLT LOCATED NOT MORE THAN 12 0R }
" IN AREAS WITH HIGH WATER TABLE, EXTERIOR { } 14,
TED BY
EN THE WITH ACCEPTED GENERALNOTES 13. WINDOW SIZES INDICATED ON PLANS ARE NO
LAPPED MIN fi SHALL BE PLACED BETWEEN 14, DESIGNED IN ACCORDANCE ALL OVERHANGS ARE MEASURED HORZ. FROM FACE
LESS THAN SEVEN 7 BOLT DIAMETERS FROM EACH GREATER SHALL HAVE A MINIMUM OF 2 LAYER OF 15.
FLOOR SLAB AND THE BASE COURSE, OR FOUNDATION WALLS THAT RETAIN EARTH AND { } TO INSIDE EDGE OF FASCIA BACKING
CONCRETEENGINEERING PRACTICES. OF FRAME � APPROX. ROUGH OPENING SIZE. REFER TO THE PLANS
END OF PLATE SECTION. ANCHOR BOLTS SHALL BE POUND FELT IS REQ D. SEE ALSO TYPES, 1. REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL
OVER THE PREPARED SUBGRADE. NOT REQ`D AT ENCLOSE INTERIOR SPACES AND FLOORS BELOW " BOARD -ALL SOFFITS ARE TO BE FLAT WITH SOFFIT
2, X 30 MIN. OPENING. AND ATTACHMENTS IN THE 2015 AND PLATE HEIGHTS. AND EXTERIOR ELEVATIONS FOR WINDOW TYPES.
Q GRADE SHALL BE WATER -PROOFED IN COMPLIANCE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PROVIDE AN ATTIC ACCESS 2 APPLICATIONS
GARAGES, CARPORTS, UTILITY AND UNHEATED
VENTS,
STRUCTURES AND FLATWORK.
WITH REQUIREMENTS OF R406.2 PLATE. INTERNATIONAL RESIDENTIAL C
i
INSULATION
INSULATION AND R -VALUES
ATTIC / CEILING R -VALUE - R 491 R 44 {PAS: S WITH THE IECC}
WOOD FRAME WALL EXTERIOR 2 X 4 WALLS - R 13 + 5
WOOD FRAME WALL EXTERIOR 2 X 6 WALLS - R 20 OR R 13 + 5
CRAWLSPACE WALL CONTINUOUS INSULATED SHEATHING ON
THE INTERIOR OR EXTERIOR - R1 5 / 19
FOUNDATION WALL CONTINUOUS INSULATED SHEATHING ON THE
INTERIOR OR EXTERIOR - R 15119
BASEMENT WALL- R 10 / 13
SLAB R -VALUE ADDED FOR HEATED SLAB AT SLAB EDGE - R 5
FLOOR OVER EXTERIOR - R 50
FLOOR OVER GARAGE - R 50
RIM JOISTS 1 EXTERIOR - R 19
2,01%
THE EVER CALCULATIONS SHALL BE IN ACCORDANCE WITH
THE CC} INTERNATIONAL ENERGY CONSERVATION CODE.
SEE RESCHECK, MANUAL D, J AND S CALCULATIONS REGARDING
THE IECC FOR THIS PROJECT.
S9LUARE FOOTAGE
� DESCRIPTION SF
3 CAR GARAGE Bib 51 ow
DESIGN CRITERIA NOT S
A. ADOPTED CODES:
Z�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
N
- - - - - - - - - - - - - - -
ZW4(IEBC) INTERNATIONAL EXISTING BUILDING CODE
7az
IRC) INTERNATIONAL RESIDENTIAL CODE
00
.2046.(IMC) INTERNATIONAL MECHANICAL CODE
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2009 ICC /ANSI A117.1
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- ----- ------ - ..... .. . ........ --- - - ------
21-0" 81-4" "-61/2" Provide truss manufacturer's profile
drawings at time of frame reviewed for Zoning Compliance by the
inspection. Uplift connections and City of Wheat Ridge Planning Divisiondw
fearing shall comply with drawings.
APPROVED
By**
DAM
DRAINING SCALE 114" =1'-O"NO
COMMENTS:
/--CON .1 S �k� I
PROPOSED ROOF HEIGHT MAXHEIGHT 151,0111
4 12
{2} 2 x 6 TOP PLATE
FRAMING EXTERIOR WALL: EXT.
WALL MATERIAL OVER MOISTURE
BARRIER & 7116" O.S.B. SHEATHING
OR 118" THERMO-PLY OVER 2 x 6
STUDS 16" O C U N O PROVIDE
R 49 BATT INSULATION
3 CAR GARAGE
34'-4" x 22'-4112"
124
T.O. GARAGE SLAB 4" THICK SLAB.
R 19 BATT INSULATION, AND SLOPE 114" PER FT. MIN. TOWARD
INTERIOR SURFACE 1/2" GYP. BD. O.H. DOOR. PRVD. PERIMETER
EXPANSION JOINTS. FND. DEPRESS
e44.12"DAT O.H. DOOR.
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FDN. TO BE 10" THICK CONC. WALL PROVIDE 2 # 4 i
EXPANSION JOINT :'..
IVI/'1�7VIVi1 1 Y {..I�it..f..[1 vi !r.%[ -L. tji- I,.0 Ir.i.,1..1..V ..! , } I w4 v . rY .. , , .� HORZ, REBARAT TOP AND BOTT. # 4 VERT, REBAR 4.. "I'll
LAYER 15# WATERPROOF FELT OR BUILDING PAPER ON + AT 4' O.C. REQ'D. INSTALL DAMP -PROOFED BARRIER
...' L
THE EXTERIOR SURFACE OF THE EXTERIOR WALL ON THE EXTERIOR BY APPROVED METHODS AND . .
PRIOR TO INSTALLATION OF BRICK VENEER OR ANY MATERIALS TO THE EXTERIOR Z x 6 P.T. SILL PLATE
OTHER EXTERIOR FINISHES. WITH 112" DIA. x 10" ANCHOR BOLTS AT 6' O.C, AND
12" FROM ENDS.
If ,,�„ 1 it !1 11_011
SCALE 1 /4 COLOR AND STYLE TO MATCH EXISTING BRICK ON
DRAINING SCALE 1 /4 --1 _p DRAINING DRAINING SCALE 114" =1'_0'1
HOUSE.
7,
R ADDITIONAL
PROVIDE ABLOCK-OUT IN THE FOUNDATION FOR THE 22, BASEMENTS WITH HABITABLE .PACE AND HALLWAYS 3, GARAGE VEHICLE DOOR OPENINGS SMALL BE FRAMED � �E� OPEN VALLEY LINING TO BE INSTALLED IN 2, REFER TO STRUCTURAL NOTES FO 0
7. CONCRETE AND MASONRY FOUNDATION WALLS SHALL 15. E�TE�I�3R FI
FOUNDATION NOTES :_ "� HEIGHT, BEAMS, TO COMPLY WITH BRACING AND HOLD-DOWN ACCORDANCE WITH THE 2015 INTERNATIONAL INFORMATION NOT SHOWN OR NOTED ON PLANS.
EXTEND ABOVE THE FINISHED GRADE ADJACENT TO INSPECTION OF THE GROUNDED ELECTRODE WIRE SHALL HAVE A MIN. 7 0 CEILIN
REQUIREMENTS OF R602.10.6.2 3 AND 4. 1. EXTERIOR. WALL COVERINGS SHALL COMPLY WITH ALL RESIDE '
1, THE CONCRETE FOUNDATION CONTRACTOR SHALL FOUNDATION AT ALL POINTS A MIN. OF 4 INCHES CONNECTION TO THE REBAR. IF THE CONNECTION TO GIRDERS, DUCTS OR OTHER t STRUCTIONS ARE Q TIAL CODE (IRC), MANUFACTURERS 3, REFER TO ELECTRICAL NOTES FOR ADDITIONAL
THE0
�� REQUIREMENTS FOR WATERAND WIND RESISTANCE,
INSTAL YS LINED
AND � N 6 -4 OF THE FINISHED .CATION INSTRUCTIONS. OPEN VALLEYS CHECKAND VERIFY ALL DIMENSIONS SHOWN WHERE MASONRY VENEER IS USED AND A MIN OF 6 REBAR IS INCLUDED IN THE P.E. S FOUNDATION PERMITTED TO PROJECT WITHIN 4.
ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES INFORMATION NOT SHOWN OR NOTED ON PLANS.
AND FASTENINGS. APPLY ONE LAYER OF WATERPROOF T
REVIEW THE UPPER ARCHITECTURAL FLOOR PLAN FOR ATTACHED B.PORTIONS OF BASEMENTS NOT CONTAINING WITH �0 {2} PILES OF ROLLED ROOFING SHALL BE
INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO REPORT, THE GROUNDING WIRE CAN BE A FL00 FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE EXTERIOR. SURFACE
FELT OR BUILDING PAPER ON
T L HAVE A MIN. PERMIT WHERE THE BOTTOM LAYER IS LEAST
DOOR, DUCT, STAIR AND MISCELLANEOUS BLACKOUTS SHEATHING OR SIDING, REDWOOD TO REBAR STUBBED OUT OF THE FOUNDATION PER HALLWAYS OR HABITABLE SPA ' E SHAL
UNTREATED WOODS THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE TES 4• THE GENERAL CONTRACTOR, THE PROJECT MANAGER
{ OF THE EXTERIOR WALL PRIOR TO INSTALLATION OF 18" WIQ = Y
PRIOR TO CONCRETE PLACEMENT. IT'S THE NEC SECTION 250.52. CEILING HEIGHT OF 6 -8 FRO INISHED FLOOR, EACH SEPARATE SPACE BY AND THE TOP LAYER 36 WIDE. VALLEY
IS TO PROVIDE THE FOLLOWING, SOILS TEST, STRUCT.
CEDARGROSS -VENTILATION FOR E
N AT ALL
TO EXTERIOR FINISHES. PROVIDE FLASHING METAL SHALL BE LINED WITH METALAT A MINIMUM OF
CONCRETE CONTRACTORS RESPONSIBILITY1 A fi - MILAPPROVED VAPOR RETARDER WITH JOINTS 23, AND LAUNDRY ROOMS IN ED AGAINST THE ENGINEER, EXACT SPECIFICATIONS, COLOR
8. EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH fi BATHROOMS, TOILET ROOMS VENTILATING OPENING PROTECT OPENINGS . ��
REPORT ANY DISCREPANCY TO THE GENERAL P CED BETWEEN THE
ENCLOSE INTERIOR SPACES AND FLOORS BELOW LAPPED MIN fi SHALL BE LA BASEMENT SHALL HAVE A �IIN, CEILING HEIGHT OF ENTRANCE OF RAIN OR SNOW, WIDE AND CORROSION RESISTANT. SELECTIONS, FIELD SUPERVISION RESCHECK &
AND THE BA L 2, MASONRY VENEER SHALL BE INSTALLED WITH ONE
CONTRACTOR AND ENGINEER OR BE RESPONSIBLE IN M CONCRETE FLUOR SLAB AND THE BASE COURSE, OR16'-8" 8. CLOSE VALLEY SHALL BE A MIN. OF 36" WIDE OF MANUALS
GRADE SHALL BE DAMP -PROOFED COMPLIANCE FROM FINISHED FLOOR, 5, VENTILATING OPENING SHALL HAVE AT LEAST A LAYER 15# WATERPROOF FELT OR BUILDING PAPER ON
THE SAME. WITH REQUIREMENTS OF R406.1 AND THE SOILS OVER THE PREPARED SUBGRADE. NOT REQ`D AT
" D 1 4" MAX, RE 'D A EITHER ONE PLY OF SMOOTH ROLL ROOFING OR
FOOTING TO BE DESIGNED IN 24. WHERE BASEMENTS CONTAIN ONE (1) OR MORE MINIMUM DIMENSION OF 1116 AN / Q THE EXTERIOR SURFACE OF THE EXTERIOR WALL
2. FOUNDATION / SPREAD GARAGES CARPORTS, UTILITYAND UNHEATED SELF -A HEARING MODIFIED BITUMEN. METAL SHALL 5. ALL STRUCTURAL INFORMATION SHOWN ON THE
REPORT.
� NG ROOMS, AN EMERGENCY ESCAPE AND VENTILATION OPENING SHALL OPEN DIRECTLY TO THE PRIOR TO INSTALLATION OF BRICK VENEER OR ANY
ACCORDANCE WITH THE SOILS REPORT WITH A MAX AND FLATWORK. SLEEPI OO S,
9, IN AREAS WITH HIGH WATER TABLE, EXTERIOR STRUCTURES NOT BE USED ON A CLOSED VALLEY.
EACH SLEEPING ROOM. OUTSIDE AIR. PROVIDE ATTIC VENTILATION SO THAT OTHER EXTERIOR FINISHES. BUILDER PLANS" IS FOR REFERENCE PURPOSES
BEARING OF 3,500 PSF. THE CONCRETE SHALL RESCUE OPENING IS REQ D IN 0
9, ALL OVER FLASHING AT VERT. WALLS, SKYLIGHTS, ONLY. THE OWNER AND CONTRACTOR SHALL HAVE A
FOUNDATION WALLS THAT RETAIN EARTH D
0 PSI STRENGTH IN 28 DAYS. PROVIDE 17, THE OPENING SHALL OPEN DI CTLY INTO A PUBLIC THE VENT OPENINGS SHALL HAVE 114" CORROSION
DEVELOP TO 350 ENCLOSE INTERIOR SPACES AND FLOORS ,LOW CONCRETE AND MASONRY FOUNDATION WALLS BALLROOFING
PERIMETER DRAIN PER SOILS REPORT _ EXTEND ABOVE TME FINISHED GRADE ADJACENT TO MAY OR TO A YARD OR A COUJ T YARD THAT OPENS TO RESISTANT METAL MESH COVERING.
NOTES SOIL STACK, VENT PI'EAND CHIMNEY. LICENSED C COLORADO REGISTERED PROFESSIONAL
GRADE SHALL BE WATER PROOFED IN COMPLIANCE ENGINEER TO REVIEW AND TO DESIGN ALL
NVENTED ATTICS AND UNVENTED RAFTER THE ROOFING SHALL BE INSTALLED IN ACCORDANCE 10. ALL SIDEWALL FLASHING - HEADWALL - CONTINUOUS
RECOMMENDATIONS AS WELL AS COMPLY WITH THE THE FOUNDATION AT ALL POINTS A MIN. OF 4 INCHES A PUBLIC WAY, 6, U 1,
SMITH REQUIREMENTS OF R4�.2
FLASH I E, >� STRUCTURAL ELEMENTS SUCH AS ALL FRAMING
OF SECTIONS 8401.4 AND ASSEMBLIES ARE REQ`D TO COMPLY WITH ALL WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE IVIG SHALL BEA MIN, OF 4 X 4 AND ALL
DETAILED REQUIREMENTS MASONRY VENEER IS USED AND A MIN OF 6 E OPENINGS SHALL
WHERE MASON EMERGENCY ESCAPE AND RE CU 0
WALLS, BEAMS, CONNECTIONS, HEADERS, POSTS,
10. PROVIDE ABLOCK-OUT IN THE FOUNDATION FOR THE 25M LISTED UNDER R80fi.5. MANUFACTURERS' INSTALLATION FLASHING SHALL BE COUNTER FLASHED WITH METAL
R405.1 THE FOOTING SHOULD BE SIZED TO MAINTAIN A INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO IN, NET CLEAR OPERABLE AREA OF 5,7 SQ. FT, CONDITIONS L S U {IRC}, AND MANUFACTU JOISTS AND RAFTERS.
URE OF 1000 PSF BEARING INSPECTION OF THE GROUNDED ELECTRODEWIRE HAVE A M ,� 7. PROVIDE SOLID BLOCKING BELOW ALL POSTS AT INSTRUCTIONS. OR EXTERIOR FINISH AND PROPERLY SEALED.
MIN. DEAD LOAD PRESS UNTREATED WOOD SHEATHING OR SIDING, {REDWOOD, W120" MIN. CLEAR OPENING SDTH AND 24 MIN.
DEAD LOADS PLUS DESIGN CONNECTION TO THE REBAR. IF THE CONNECTION TO .: FLOOR LEVEL. ALL POSTS SHALL BE SUPPORTED _ 11, �� " 6, THE BASEMENT PLAN INCLUDED HEREIN IS NOT AN
PRESSURE APPLIES TO CEDAR OKAY} AND 2. ICE AND WATER SHIELDS OF SELF ADHEARING STEP FLASHING SHALL BEA MINIMUM OF 4 X 4 PIECE
REBAR IS INCLUDED IN THE P.E. S FOUNDATION 26. WINDOW WELLS FOR EMERGENCY ESCAPE CONTINUOUSLY DOWN TO SOLID BEARING ON A BEAM ENGINEERED FOUNDATION PLAN.
LIVE LOAD CONDITIONS. THE DESIGN PRESSURE MAY °:. IDE AN ACCESSIBLE BITUMEN INSTALLED AT THE EAVES AND RAKES TO PER SHINGLE, AND ALL FLASHING SHALL BE COUNTER
OR AS ALLOWED BY LOCAL REPORT, THE GROUNDING WIRE CAN BE ATTACHED 18, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH RESCUE OPENINGS MUST PR OR FOUNDATION WALL.
BE INCREASED BY 113 boom"T1�N0 {2 }FEET INSIDE THE EXTERIOR MALL IS NOT FLASHED WITH METAL OR EXTERIOR FINISH AND 7. THE CONCRETE FOUNDATION CONTRACTOR SHALL
TO REBAR STUBBED OUT OF THE FOUNDATION PER OPENING WITH A HORZ. PROJTION AND WIDTH OF AT
CODES WHEN CONSIDERING TOTAL LOADS THAT AND ENCLOSE INTERIOR SPACESAND FLOORS BELOW t! " 8. BEARING PARTITIONS PERPENDICULAR TO JOISTS REQ`D. PROPERLY SEALED. AT VERT, WALLS SKYLIGHTS SOIL CHECKAND VERIFYALL DIMENSIONS SHOD AND
NEC SECTION 250.
INCLUDE WIND OR SEISMIC CONDITIONS. 52. wmw�GRADE SHALL BE DAMP -PRIED IN COMPLIANCE LEAST 3�i .WELLS DEEPER THAN A SHALL NOT BE OFFSET FROM THE SUPPORTING STACK REVIEW THE UPPER ARCHITECTURAL FLOOR PLAN
_ PERMANENT LADDER PROVID �D. WINDOW WELLS 3. SHINGLES ARE NOT PERMITTED TO BE INSTALLED ON "VENT PIPE AND CHIMNEY.
11. A6 - MIL VAPOR RETARDER WITH JOINTS WITH REQUIREMENTS OF R4t�,1 AND THE SOILS GIRDER, WALLS 0R PARTITIONS MORE THAN THE " _ FOR DOOR DUCT STAIR AND MISCELLANEOUS
3. CONCRETE SLAB -ON -GROUND FLOORS BELOW GRADE
" SHALL HAVE PROPER DRAINA E• KICK OATS AT THE END OF THE SIDEWALL STEP
ANY ROOF SLOPE LESS THAN 2 VERT. FOR EVERY 12" 12•
SHALL HAVE A 4" THICK BASE COURSE 01^ CLEAN, LAPPED MIN 6 SHALL BE PLACED BETWEEN THE REPORT. DEPTH OF THE JOIST.
HORIZ. SLOPES 2.12 UP TO 4:12 DOUBLE UNDERLAY IS FLASHING SHALL BE'TURNED OUT IN A MANNER THAT BLOCKOUTS PRIOR TO CONCRETE PLACEMENT, IT'S
GRADED SAND, GRAVEL, CRUSHED STONE OR CONCRETE FLOOR SLAB AND THE BASE COURSE, OR 27, GRADE LEVEL OR BELOW GRADE OPENINGS RAFTERS AND RIDGE BOARDS SHALL COMPLY DIRECTS THE CONCRETE CONTRACTORS RESPONSIBILITY TO
19. IN AREAS WITH HIGH WATER TABLE, EXTERIOR 9 ROOF RAF REQ D. D TS 1�lATER AWAY FROM THE WALL ONTO THE
" OVER THE PREPARED SUBGRADE. NOT REQ D AT SHALL HAVE A MIN. NET CLEAN OPENING OF MIN. REPORT ANY DISCREPANCY TO THE GENERAL
CONCRETE PASSING A 2 SIEVE. RAGES CARPORTS UTILITY AND UNHEATED .FOUNDATION WALLS THAT. RETAIN EARTH AND , FT. WITH SECTION 8802.3 4, ALL OTHER FLASHING AT VERT. WALLS, SKYLIGHTS, ROOF R INTO A GUTTER.
DE CONSTRUCTION TOLERANCE FOR S'0 SQ
CONTRACTOR AND ENGINEER OR BE RESPONSIBLE
r "
4, SLAB ON GRA Q FLATU�IORK. ENCLOSE INTERIOR SPACES AND FLOORS BELOW 104 RAFTER CONNECTIONS SHALL COMPLY WITH SECTION SAIL STACK VENT PIPE AND CHIMNEY. 13. 1 SQ. FT'. OF ROOF VENT REQ'D FOR EVERY 300 SQ, I=T.
STRUCTURES AN -
NEW CONSTRUCTION:
GRADE SHALL BE SKATER PROOFED IN COMPLIANCE 28• WHERE EMERGENCY ESCAPE AN 8802,3,1 5, OF AREA WITH 50 - 80% OF THE VENTING IN THE THE SAME.
12. CONCRETE AND MASONRY FOUNDATION MALLS SHALL ARE PROVIDED THE WINDOW SHALL HAVE A SILL DRIP EDGE FLASHING IS REQ D AT ROOF EAVES AND
WITH REQUIREMENTS OF R406.2 UPPE PORTION OF THE ROOF. 8, DIMENSIONS TAKE PRECEDENCE OVER DRAWING
EXTEND ABOVE THE FINISHED GRADE ADJACENT TO HEIGHT OF NOT MORE THAN " ABOVE THE FLOOR, 11. SIDE -LOADED MULTIPLE LVL BEAMS SHALL BE m -
FLATNESS,ALL CONCRETE FLOORS SHALL NOT HAVE ALONG THE RAKE EDGES OF THE ROOF. INSTALLED
THE FOUNDATION AT ALL POINTS A MIN, OF 4 INCHES CRAWLSPACE CLEARANCE BEi1NEEN ANY FASTENED PER MANUFACTURER SPECIFICATIONS. WITH A MINIMUM OF 2" OVERLAP FOR SEGMENTS,
14, ALL SHINGLE ROOFING SHALL COMPLY WITH THE 100 INFORMATION DO NOT SCALE!
PITS DEPRESSIONS, BULGES OR AREAS OF 20,
„ MPH DESIGN WIND SPEED AND TO BE INSTALLED WITH RE GIVEN T FACE OF
" �INEBE MASONRY VENEER IS USED AND AMEN 01= 6 FRAMING� 9, ALL DIMENSIONS SHOWN A G 0
118 OF AN 1 INCH IN 32 OBSTRUCTION AND THE GROUND SHALL BE AT LEAST 12. DRAFT STOPPING REQ D IS TO COMPLY WITH SECTION EXTEND A MINIMUM OF BELOW ROOF SHEATHING
UNEVENNESS EXCEEDING{ } MIN. 6 NAILS PER SHINGLE.
INCHES ELSEWHERE. PROVIDE 8 INCH CLEARANCE TO 18 INCHES. PROVIDED ACCESS TO ALL UNDER FLOOR 1. STRUCTURE SHALL BE BRAC5.D IN COMPLIANCE WITH
OTHERWISE NOTED ON PLANS OR R302.12 AND A MINIMUM OF 2" ONTO THE ROOF DECK, STUDS - 2 X 4 {31/2"},AND 2 X 6 {5112"j.
INCHES, UNLESS 0TH =` R WHEN
15. " � "
UNTREATED WOOD SHEATHING OR SIDING, {REDWOOD, SPACES THROUGH THE FLOOR WITH AN OPENING 18'" X THE REQUIREMENTS OF R602a 0 0 FLASHING SHALL BE MECHANICALLY FASTENED AT ROOF SHEATHING SHALL BE 15 / 32 OSB, NAIL 6 10. PROVIDE 4 MIN, DOOR JAMB CONDITION AT
FOR AREAS SPECIFICALLY DESIGNED FOR DRAINAGE. 13, ALL TRUSSES TO BE FABRICATED AND DESIGNED
CEDAR 01<A
24" MIN. OR THROUGH THE PERIMETER WALL NOT LES APPLICABLE, R602,12. WHER9 aA STRUCTURE OR LICENSED MINIMUM OF 12" O.C. THE UNDERLAY SHALL BE O.C. A� PANEL EDGES AND 12" O.C. AT PANEL FIELD. PERPENDICULAR WALL TYR
:ALL CONCRETE FLOORS SHALL BE UNDER THE SUPERVISION OF A COLORADO
5 LEVELNESS FOUNDATION WALLS THAT RETAIN EARTH THAN 16" X 24 . PORTION THEREOF DOES NOT COMPLY WITH THIS INSTALLED OVER DRIP EDGE ALONG EAVES AND 16, ROOF IS SLOPED TO DRAIN AND GUTTERS AND
TAL WITHIN 11240 OF THE 13• EXTERIOR
R H HORIZONTAL STRUCTURAL ENGINEER, ALL OVERFRAMING 2 X 6's @ 11. ALL ANGLES ARE 45 U.N.O.
PLACED LEVEL 0 O 1
+ AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW 21 F SECTION IT SHALL COMPLY WITH 8301.
ONE 1 HALF INCH 112" X 8" OR 12" ANCHOR BOLTS 24" O.C. ARE REQ'D TO SUPPORT DIRECTLY ON UNDER DRIP EDGE ALONG RAKE. DOWNSPOUTS TO BE PROVIDED AND TO BE FIELD
WIDTH OR LENGTH, UNLESS OTHERWISE NOTED ON } { } .DING OF OTHERWISE
GRADE SHALL BE DAMP -PROOFED IN COMPLIANCE REQUIREMENTS. WHERE A Bl Y OF 15 POUND FELT SHALL VERIFIED FOR LOCATION - DOWN SPOUTS TO DRAIN 12. ALL OVERHANGS ARE MEASURED HORZ. FROM FACE
EMBEDDED AT LEAST SEVEN ? INCHES INTO TRUSSES OR OVER SOLID BLOCKING BETWEEN 6. THE MINIMUM OF 1 LA ER
PLANS OR FOR AREAS SPECIFICALLY DESIGNED FOR { } N DOES NOT CONFORM
WITH REQUIREMENTS OF R406.1 AND THE SOILS �» " CONVENTIONAL CONSTRUCTION BE INSTALLED ON ROOF SLOPES LESS THAN 2:12 2" THRO GH CONCRETE PATIO AND / OR WOOD DECK TO OF FRAME TO INSIDE EDGE OF FASCIA BACKING
CONCRETE OR MASONRY TO BE INSTALLED EVERY 6 0 TRUSSES. TRUSS CALCULATIONS SHALL BE ON SITE AT { }
DRAINAGE REPORT. OR CONTAINS STRUCTURAL E..EMENTS EXCEEDING
WITH A MIN, OF T�JSfO {2} BOLTS PER PLATE SECTION TIME OF FRAMING INSPECTIONS. VERTICAL FOR EVERY 12" HORIZONTAL. ANY SLOPE DAYLIGHT. BOARD -ALL SOFFITS ARE TO BE FLAT.
6, A 6 - MIL APPROVED VAPOR RETARDER SMITH JOINTS " THE LIMITS OF 8301.1, THESE ELEMENTS SHALL BE "�
HORIZONTAL OR
4.12 4 VERTICAL FOR EVERY 12 HOFt12
WITH ONE 1 BOLT LOCATED NOT MORE THAN 12 0R }
" IN AREAS WITH HIGH WATER TABLE, EXTERIOR { } 14,
TED BY
EN THE WITH ACCEPTED GENERALNOTES 13. WINDOW SIZES INDICATED ON PLANS ARE NO
LAPPED MIN fi SHALL BE PLACED BETWEEN 14, DESIGNED IN ACCORDANCE ALL OVERHANGS ARE MEASURED HORZ. FROM FACE
LESS THAN SEVEN 7 BOLT DIAMETERS FROM EACH GREATER SHALL HAVE A MINIMUM OF 2 LAYER OF 15.
FLOOR SLAB AND THE BASE COURSE, OR FOUNDATION WALLS THAT RETAIN EARTH AND { } TO INSIDE EDGE OF FASCIA BACKING
CONCRETEENGINEERING PRACTICES. OF FRAME � APPROX. ROUGH OPENING SIZE. REFER TO THE PLANS
END OF PLATE SECTION. ANCHOR BOLTS SHALL BE POUND FELT IS REQ D. SEE ALSO TYPES, 1. REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL
OVER THE PREPARED SUBGRADE. NOT REQ`D AT ENCLOSE INTERIOR SPACES AND FLOORS BELOW " BOARD -ALL SOFFITS ARE TO BE FLAT WITH SOFFIT
2, X 30 MIN. OPENING. AND ATTACHMENTS IN THE 2015 AND PLATE HEIGHTS. AND EXTERIOR ELEVATIONS FOR WINDOW TYPES.
Q GRADE SHALL BE WATER -PROOFED IN COMPLIANCE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PROVIDE AN ATTIC ACCESS 2 APPLICATIONS
GARAGES, CARPORTS, UTILITY AND UNHEATED
VENTS,
STRUCTURES AND FLATWORK.
WITH REQUIREMENTS OF R406.2 PLATE. INTERNATIONAL RESIDENTIAL C
i
INSULATION
INSULATION AND R -VALUES
ATTIC / CEILING R -VALUE - R 491 R 44 {PAS: S WITH THE IECC}
WOOD FRAME WALL EXTERIOR 2 X 4 WALLS - R 13 + 5
WOOD FRAME WALL EXTERIOR 2 X 6 WALLS - R 20 OR R 13 + 5
CRAWLSPACE WALL CONTINUOUS INSULATED SHEATHING ON
THE INTERIOR OR EXTERIOR - R1 5 / 19
FOUNDATION WALL CONTINUOUS INSULATED SHEATHING ON THE
INTERIOR OR EXTERIOR - R 15119
BASEMENT WALL- R 10 / 13
SLAB R -VALUE ADDED FOR HEATED SLAB AT SLAB EDGE - R 5
FLOOR OVER EXTERIOR - R 50
FLOOR OVER GARAGE - R 50
RIM JOISTS 1 EXTERIOR - R 19
2,01%
THE EVER CALCULATIONS SHALL BE IN ACCORDANCE WITH
THE CC} INTERNATIONAL ENERGY CONSERVATION CODE.
SEE RESCHECK, MANUAL D, J AND S CALCULATIONS REGARDING
THE IECC FOR THIS PROJECT.
S9LUARE FOOTAGE
� DESCRIPTION SF
3 CAR GARAGE Bib 51 ow
DESIGN CRITERIA NOT S
A. ADOPTED CODES:
Z�
.204(I13C) INTERNATIONAL BUILDING CODE
2012
ZW4(IEBC) INTERNATIONAL EXISTING BUILDING CODE
7az
IRC) INTERNATIONAL RESIDENTIAL CODE
�
.2046.(IMC) INTERNATIONAL MECHANICAL CODE
z
0
.284(P%(IFGC) INTERNATIONAL FUEL GAS CODE
404HNEC) NATIONAL ELECTRICAL CODE
2446{IPC) INTERNATIONAL PLUMBING CODE
Zp�
P94',r(IECC) INTERNATIONAL ENERGY CONSERVATION CODE
49*41FCj INTERNATIONAL FIRE CODS
2009 ICC /ANSI A117.1
TRUSS HEEL 0'-8"
MASONRY VENEER SHALL BE
INSTALLED WITH ONE LAYER
15# WATERPROOF FELT OR
BUILDING PAPER ON THE
EXTERIOR SURFACE OF THE
EXTERIOR WALL PRIOR TO
INSTALLATION OF BRICK
VENEER OR ANY OTHER
EXTERIOR FINISHES -COLOR
AND STYLE TO MATCH
EXISTING BRICK ON HOUSE.
BRICK LEDGE
No I
DRAWING DATA
DRAWN BY
AMA
CHECKED BY
PERFECTO ARAGON
DATE ISSUED
12.18.17
CONTACT
PERFECTO ARAGON
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CONSTRUCTION
PLAN N0.
3314
`-Z01700-1/
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3��1 INSPECTION RECORD
SPEC'nON ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INn
INSPECTION REQUEST LINE: (303) 234-5933
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector CommentsInitials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour
Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections
Date Inspector CommentsInitials
Electrical
Sewer Service
Mid -Roof
Plumbing
B 1 /l -Slab Work Prior To Approval Of The Above insoecuO"a
Do Not Cover Under round
Rough Inspections
or a ow
Date
n
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
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
� M PL� � I ty
�Cr�/v
Roof
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.
..... i..1.,.4 f- the Circ nictrict And P.IP.ctrlcal low voltage
*For low voltage permits - Please be sure that rougn MSPUCuviis are comp e— •• - - - - - -
by the Building Division.
Occupancy Is Not Permitted Until A 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: no F
Job Address:
Permit Number: ?�l7 a T /
r
--;,-- k,
v rL r,,, %l P j 7,
❑ No one available for inspection: Time AM/
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Date: 1� / Inspector: { ``
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: `
Job Address:
Permit Number: 7 c -'tel, .j ,y ; i
r r i
❑ No one available for inspection: Time
Re -Inspection required: Yeslo
When corrections have been made, cla or re -inspection at 303-234-5933
Date: )./ �/ 7 Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_1�9rBuilding Inspection Divisiorf--
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
:Job Address:
Permit Number: 76OKS
❑ No one available for inspection: Time •AM/P
Re -Inspection required: Yes( No ,r___)
_
When ccoo'rrections hav`e�been made, call for r-inspectionE��
att303-23¢-5933
-0
Date(,_
ate' 1•( 4 ! Inspector: 0 I i I bwi�—
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201703851
PERMIT NO: 201703851 ISSUED: 07/12/2017
JOB ADDRESS: 3314 Zephyr CT EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install Boral tile shingles - 32 sq
*** CONTACTS ***
OWNER (303)961-1012 GARCIA LEROY
SUB (303)763-9114 Scott Riopelle
019938 Interstate Roofing Incorporate
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,880.00
FEES
Total Valuation 0.00
Use Tax 396.48 .1
Permit Fee 346.95
** TOTAL ** 743.43
*** 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 one half 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 manufacturer
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 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.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
(�ity of Wheat Ridge
Residential Roofing PERMIT - 201703851
PERMIT NO: 201703851 ISSUED: 07/12/2017
JOB ADDRESS: 3314 Zephyr CT EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install Boral tile shingles - 32 sq
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 ap�amcable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property anauthorized to obtainthsunction with
thispermit.IfurtherattestthatIamallyauthoriedoiclude alI entities named within this document as parties to the work to be
performed and that allworktobe permed ' disclo ed 'n is document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle onel— 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 originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a 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, any violation of any provision of any
apphca - or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
46u(�M__FWALL
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
ll�
Dane Lovett �/ V �� 51
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 29, 2017 9:10 AM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
n
Residential Roofing Permit Application
�y
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
G
the order they are received and due to the volume of requests, time to process
varies and is subject to change. 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.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (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.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
3314 Zephyr Ct
Leroy Garcia
3039611012
jwiles@interstateroof.com
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
Interstate Roofing
Contractor's License
019938
Number (for the City of
Wheat Ridge)
Contractor Phone
3037639114
Number
Contractor Email Address
jwiles@interstateroof.com
Retype Contractor Email
jwiles@interstateroof.com
Address
DESCRIPTION OF WORK
Are you re -decking the
/
No /
roof?
(((
Description of Roofing
Boral Tile
Material
Select Type of Material:
Tile/Clay/Concrete
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
32
material selected above?
Does any portion of the
No
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
TOTAL SQUARES of all
roofing material for this
32
/
project
Provide additional detail
house, 4:12 pitch
here on the description of
z
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 00
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 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 John Quante
Email not displaying correctly? View it in your browser.
3
`y,I U F
hte@ kaMaer N 9s m astie. S
referralist-Ocom
TN1(.,;Ie G'Ps
TERSTATE
ROOFING BIsf3
Submitted To Ifir" 'r ift > / Date i �� �/
Email C,/ G/r<; �i �G�ti�, 1(s� VK/s--,,--01 Phone _3 - ��b( 14,12 Alt, Phone
Street A4- : eyj Zr t City " iState cl__ Zip
insurance Company Claim ^Ir O G 7737 Policy# l r �Z J 30
Scope of Work and Materials to be Provided. The scope of work and materials identified below are the scope of work recommended by Interstate
Roofing Inc.: however, Interstate Roofing is not obligated to perform any part of the scope of work that is not approved by the insurance company
unless you authorize the work and agree to pay for this additional work.
Shingle Manufacturer Type Color Int
❑ Tear off layers of composition shingles ❑ Tear off one layer of wood shingles
❑ Install Decking (7/16" OSB)
❑ Install new tett
❑ Install pre -painted eave metal to code - Color Brown Charcoal Tan Gray White int.
❑ Valley(s) will be closed ❑ Valleys will be open
❑ Ridge(s) to be color -coordinated
❑ Ridge(s) will be "High Profile Ridge" color -coordinated shingles
❑ Install new pipeiacks
❑ Repiace Vents as needed
❑ Re -flash chimneys and all wall abutment as needed and if possible (stucco or siding may be a deterrent)
❑ Install in. ft. of series ridge vent
❑ Install In. ft. of ice & water shield to code
❑ Install nails per shingle
❑ Clean out gutters
❑ 5 year workmanship warranty
❑ Interstate Roofing, Inc. will provide general liability insurance coverage of $2,000,000. general aggregate
❑ Make a magnetic sweep of driveway and yard for removal of any nails
❑ Remove all debris resulting from above work
❑ Special Instructions
The approximate costs of the services based on damages known at the time this contract is entered is $
Interstate Roofing, Inc., however, will perform the scope of work approved by the insurance company for the amount of the insurance approved
proceeds, with no additional costs to you except for your deductible. The final scope and price agreed on between the insurance company and
Interstate Roofing. Inc. shall become the final contract price for the insurance approved scope. You will be responsible to pay for any upgrades or
additional work authorized by you that the insurance company determines is not covered within the scope of coverage provided by your insurance
policy. Supplemental claims billed by Interstate Roofing, Inc. that are approved by the insurance company for additional work or increases in costs
become a part of this contract.
Approximate Dates of Service: These dates of service are subject to change due to unusual delays in
transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor
Notice:
If the property owner plans to use the proceeds of a property and causualty insurance policy issued pursuant to part 1 of article 4 of title 10, C.R.S., to
pay for the roofing work, pursuant to section 6-22-105, 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 work on the covered residential property.
Terms:
I (We) hereby authorize & instruct the insurance company & all lien holders to Include the name of Interstate Roofing, Inc. as co -payee on any
subsequent. loss drafts or checks after today's date as indicated above.
I (We) also authorize any legal representative and/or agent of Interstate Roofing, Inc. to obtain information necessary to complete any funding
process relative to the claim number referenced above.
I (we) further authorize Interstate Roofing, Inc. to pick up in person any loss drafts or checks on my/our behalf and behalf of interstate Roofing.
Deposit Amount: $ Date. ReD Initials:
Interstate Roofing shall hold In trust any payment from the property owner until Interstate Roofing has delivered roofing
materials at the residential property site or has preformed a majority of the roofing work on the property.
1 (We) agree, by signing below, to all the contract conditions, both front & back of this agreement
Date of Acceptance" z5-/-? Client Signature(sj
j/
Representative
Corporate Headquarters Colorado springs Office Fort Collins Office Cheyenne office
1000 W. 47th Ave. 2161 N. Academy Blvd. P. 970.482.7722 F. 970.682.1018 1010 S Greeley Highway
Denver. CO 80211 Colorado Springs, CO 80909 Toll Free 877.898.8144 Cheyenne, WY 80211
P. 303.763.9114 F. 303 789.3790 P. 719.471.9752 F, 719.597.4444 www_interstateroof.com P. 307.634.2553
Black Ins. Agency
9600 E Arapahoe Rd #205
Englewood, Co 80112-3726
(303) 397-7820
www.interstateroot.com info@interstateroof.com
ass-a8s5
7500 WEST 29th AVENUE
P.O. BOX 838
VALID ONI.Y
DEPARTMENT OF COMMUNITY DEVELAPMENT
BUILDING INSPECTION DIVISION PERMIT N0. M911k16497
CITY OF WHEAT RIDGE, COLO.
THE
JOB ADDRESS 3314 Ze/2du2 C#
CONTRACTOF D02 Ko2mOa Conllz
ADDRESS 4.,?0 R04/y S} -
CITY Lc!kv~.~nor/ ZIP CODE 80774
PHONE_ ~77-.RSR UCENSENO.Y4 JR
OWNER F ~ f ` -
ADDRESS R3~4 7,1646,2 C i
PHONE 23L3 inzn ZIPCODE 800
ONTRACT PRICE $
-/3-
1. TVPE Ground❑
Woll❑
Proisetinp❑
Other
SorDFaee
2. MATERIAL
Totol Squan Feat
SIGNS
3. ILLUMINATION Yea❑ No❑
TYDS
El*et. Parmil No.
SET BACK FROM PROPERTV LINE N
4
- S._. E
- W
Zone_
ADDrovtd.Zona Inspeetrn
.
(Specity which is front )
❑ ❑
❑ ❑
Diwpprwed
1. TYPE Solid❑ Mora TMn BO% OpanO
Lost Thon 80% Open
MATERIAL
?
HNaM
FENCES
.
3 SET BACK FROM PROPERTY LINE N
_ S_ E
_ W
Zom_
APWwed,Zons InsDsetw
(SPecify whieA is tront)
❑ ❑
❑ ❑
DisaDDroved
%e¢it o~~ oLd wood
hhakeh, taet¢LQ rtet,i 30#
leLf nv~, invfal -
7
I
S
T~/PL~
OQIP/
(n
O h0f/ w
rind L
Al
~
'A
099:J/.Oc~~
OTHER
,
i
i .
2.
3.
DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GNING oISTANCES FROM PROPERTY LINES
(SETBACKS OR PROJECTIONS INCIUDEA) ~
INSPECTION tICKET
JOB /
ADDRESS 23 2 Q~2IiUA
DATE: BLDG. PERMITB ITI/Pt/017
PERMITM F*
BLDG. CONTR/2~~
STREET NAME a3~ _ c/BS~J
SHOW DISTANCES FROM THE MAIN BUII.DING TPAW0INING HOUSES,STREETS,AND PI SUBCONTRACTOR flJ~ti-
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DIS?ANCE.
~ APPLICATION FOR PLUMBING; ELECTRICAL; M DATE INSP. REq.
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE iNDICATED WORK ONL' J
PERMIT WlLl EX%RE 60 DAYS FROM DA"fE OF ISSUANCE !F WORK TYPE OF INSP. ~ iLk-'t-a`G~l
f
ELECTRICAL PERMIT
STATE LICENSE N0.
JMINUM WIRE UNDER SIZE 8 ILLEf
TEMPORARY METER
NEW SERVICE AMPS
rueemc cCOVIfG-CMPS
PLUMBING PERMIT L/
INSPECTION MADE
STATE LICENSE N0. „
REMARKS
J,
W.R. FORM &19
tl~
9
NOT VALID UNlE55 REGEIPiED
PERMIT FEE
I0. 00
~ yppi9
I hereby acknowled9e that thia applico-
tion is eorrect and understand thot 1
USE TAX
76. ~O
connot etvt 1Fis project until ihia aOPli'
$
O.Z-/3
oatian if oDProved. I shall comply with
TOTAL FEE
/66• Fia
ths lows oi Ihe State of Colorado ond to
ildi
APPROVED
C=~"
np
ths Zoninq ReQUlations and Bu
Code of the City of Wheat Ridqe. Any
f Wheat Ridge
Cit
R
~1~~~ '*/~//$D
violation ot the obove te.ms win cause
ermit
f thi
CHIEF BUILDING I
y o
,
PECTO
4~
1
CALL
s p
im iate rovocotion o
Law~
y C
1
24 HOURS IN ADVANCE
91
FOR INSPECTIONS
Date Issued
a:...~~..
a3~/-5933
C-