HomeMy WebLinkAbout2818 Chase Streethas been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Judah Pineda
Permit
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From: no-reolv(alci.wheatridae.co. us
To: CommDev Pets
Subject: Online Frohn Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application
Date: Wednesday, October 20, 2021 11:35:16 AM
Electrical Service Change/Upgrade/Electrical Work Permit
Application
This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE
CHANGE OR UPGRADE (200 amps or less).
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN
ORDER FOR THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for Yes
electrical service
change or upgrade -
200 amps or less?
PROPERTY INFORMATION
Is this Residential or Residential
Commercial?
Property Address 2818 Chase Street
Property Owner Name Leon smith
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
303-681-1597
CONTRACTOR INFORMATION
Contractor Business OTT Electrical inc
Name
Contractor's License
210028
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
720-404-2343
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
ottelectricalinc@gmail.com
Address
Retype Contractor
ottelectricalinc@gmail.com
Email Address
DESCRIPTION OF WORK
Is this an electrical
Upgrade
service upgrade or
change?
Number of Amps
200
Location of work
exterior
(garage, house, etc)
Provide additional
n/a
details, if needed.
Project Value (contract
3200
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
_1�9�
INSPECTION NOTICE
Inspection Type: a F
Job Address: ZZ 21 R C 96' S�`
Permit Number: 00)1 Qq F7 C
Aff,K'jv
❑ No one available for inspection: Time AM
Re -Inspection required: Yes
Lo')
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge, co, uslinspection
Date: 2)2P2Q Inspector:
Paul R. Bryant, P.E.
Job # PRJ9530 (a.k.a Job 74500)
Peak Structural, Inc.
707 County Line Road
Palmer Lake, CO 80133
2141 Troy Court
Colorado Springs, CO 80918
Phone: 719.330.3885
E -Mail: paulrbryant.p.e a>outlook.com
30 January 2020
k/w e7n2S aJa��aua�
Re: Project Completion Report, 2818 Chase Street, Wheat Ridge, CO 80214
The repairs recommended for this home in the project documents dated 27 November
2017, have been completed in substantial compliance with those recommendations.
The work, consisting of the installation of (6) FSI Model HP288 helical piers, (5) FSI
SmartJack XT structural column systems, (4) sections of W6x12 steel floor beam, and
(4) FSI PowerBrace foundation wall braces, was observed by me or by an authorized
representative. Photographs of the work in progress, as well as the completed work are
available upon request.
This approval does not express or imply any warranty of the future performance of the
structure or drainage condition. We are not responsible for conditions that were not
within the scope of our services at the time of observation, and no other observations or
services were provided or were implied to be provided.
Sincerely,
,r�"p0 RE��ST
41i , •F
29932 30% -Jan- 0
9% 1�,
o�F`r�ONAL•EN�'��
Paul R. Bryant, P.E.
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City Ir
?C)t &4oc1e
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
_1�9�
INSPECTION NOTICE
Inspection Type: a F
Job Address: ZZ 21 R C 96' S�`
Permit Number: 00)1 Qq F7 C
Aff,K'jv
❑ No one available for inspection: Time AM
Re -Inspection required: Yes
Lo')
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge, co, uslinspection
Date: 2)2P2Q Inspector:
City of Wheat Ridge
Residential Miscella PERMIT - 201709325
PERMIT NO: 201709325 ISSUED: 11/29/2017
JOB ADDRESS: 2818 Chase ST EXPIRES: 11/29/2018
JOB DESCRIPTION: Permit to install helical piers for foundation stabilization. 6 piers, 4
power braces, 5 smart jacks
*** CONTACTS ***
OWNER (720)347-9860 SOWER VERNA
SUB (303)260-7070 Paul Sutton 090170 Peak Structural
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,434.75
FEES
Total Valuation 0.00
Use Tax 534.13
Permit Fee 453.55
** TOTAL ** 987.68
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
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 ernrt. I further attest that I am le ally authorized to include all entities named within this document as partes to the work to be
e that a ,or/k� be pe or ed 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 baser nation provided in thepermit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans
and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, 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
6 Wheat�idge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(o)ci.wheatridge.co.us
[FOR OFFICE USE ONLY
Date:
Plan/Permit #
�-O � -A �D 9 3
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: a<t5 l 1 C1 cp'. `
Property Owner (please print): �G (1 eE \ Phone: i�06 osj
Property Owner Email: CSj
Mailing Address: (if different than property address)
Address:
City, State, Zip:
ArchitectfEnciineer: Cu& (ZN af\j—
Architect/Engineer E-mail:.17 YtT'U(IP 2�J C Phone:_. t �� �J�� �J �
Contractor:
Contractors City License #: C� Phone:
Contractor E-mail Address: u i"tj , Cow-)
Sub Contractors:
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
%.umpieie an miormation on BOTH sides of this form
❑ COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
L)JZTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. FtJLF Btu's Gallons
Amps Squares Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or {AUT "ZED REPRESENTATI ) Of (OWNER) (RACTOR)
Electronic Sitnature (first and last name): ) DATE: 1 1 G Q
DEPARTMENT USE ONLY
ZONING COMMMENTS:
Reviewer: OCCUPANCY CLASSIFICATION:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
Building Division Valuation: $
Paul R. Bryant, P.E.
Job # 74500
. A" City of
Wheat�
f
MUNITY DEVFLOPMtENT
APPROVED
Reviewed for Code Com fiance
*1DA-
2141 Troy Court
Colorado Springs, CO 80918
Phone: 719.330.3885
E -Mail: prbryant236i.outlookxom
27 November 2017
Peak Structural, Inc.
707 County Line Road
Palmer Lake, CO 80133
ON SITE PLANS
Soil Evaluation MUST BE ON SITE FOR INSPECTION
AE_ -L, E'rc�c_cts are
and Subicct to FICId Inyvcctions
Structural Repair Plan
for
Leon Smith
2818 Chase Street
Wheat Ridge, CO 80214
u,x.
v�oiwthe issuance o/n Permit W opMowo
1 om to
pd computations Shull not be a Pl"n4 l 'Wan oPPr
ony ul the Provisions of the buiidinP code or of ony City ordinoncet. �nndt
ptsuminy to 9Ne outhorlty to violate of cancel the PrOh"om of the Bulb"
cod, of otW or&Wacts al tht City Shoe not be valid.
"pd sl
� S
s 29932
�os�c11 /27/2011
'
West ENG @
Paul R. Bryant, P.E.
Introduction: This report describes the results of an investigation of the soil conditions at
the above -listed address for the purpose of performing a foundation repair. It also presents
a repair design for the house, as well as provides additional guidance and information
relevant to the proposed project. Soil information was obtained from limited visual
observations on site, and from the resources of the NRCS Web Soil Survey. The Web Soil
Survey (WSS) provides soil data and information produced by the National Cooperative Soil
Survey. It is operated by the USDA Natural Resources Conservation Service (NRCS) and
provides access to the largest natural resource information system in the world. The site is
updated and maintained online as the single authoritative source of soil survey information.
It is considered accurate enough to predict with reasonable certainty the probable soil
conditions that will likely be relevant for this particular project.
Observation of Property: The foundation inspection was performed by a qualified
foundation inspector, as authorized by this office. Country records detailing the construction
history and age of the house were not available at the time of this report's preparation, but
clearly the house is of pre -building code age; it consists of a one-story home over a
crawlspace, with a partial dug -in utility cellar. The foundation appears to consist of cast -in-
place concrete. For purposes of this report, the front of the house is assumed to face west.
The damage to mitigated by this limited repair project will be to address three areas of
homeowner concern: settlement of the exterior wall of the slab -on -grade addition, settlement
and sagging of the main -floor framing system and inward movement and deterioration of
portions of the crawlspace & cellar foundation walls. The foundation walls do not appear to
be severely cracked, but clearly, distortion and cracking of surfaces are present.
Cause of Damage: It is our opinion the damage has resulted from inadequate foundation
and structural design and construction, devolving almost certainly from the pre -building code
era of construction, leading to settlement and deterioration of structural elements. Possible
causes of structural settlement and deterioration usually arise from poor drainage, damaged
downspouts or broken sprinkler lines, poor compaction, overly -dry soils or other causes.
Excess lateral stress, often from the same causes of settlement, can cause foundation wall
cracking as well.
Soil Profiles: The soil at this site consists of the Nunn -Urban land complex. This profile
consists primarily of clays and clay loams, existing in alluvial fans, mesas and terraces,
overlying clayey, calcareous alluvium parent material. It is a deep, well -drained soil, and is
susceptible to settlement and exertion of high lateral pressures under saturated conditions.
A shallow water table is not expected to be present, however, seasonally high or perched
water may exist from time to time, especially if poor surface drainage exists at or near the
structure. Depth to bedrock may exceed twenty feet.
Project Scope: This limited repair plan will involve the use of (6) FSI Model HP2880 Helical
Piers, (4) FSI PowerBracee Wall Braces, (5) FSI SmartJack° support column systems, and
(3) new sections of W6x12 steel floor beam, located according to th � o
this letter. It is not expected that full recovery, of the hs atlilt iiF�
level, true and plumb state is achievable or even desirable, as such work would like) r alt
MUST BE ON SITE FOR INSPION
ALL Projects are
Subject to Field lnspections
in more damage than would be repaired. The underlying soil is considered capable of
providing long-term support for the selected systems. Adjustment of support piers and/or
braces may occasionally be required after installation and minor settlement or movement
(less than 1 ") should not be considered a defect, as post -construction adjustments are
considered common and typical.
Construction and Materials Information: Seismic activity is not considered to be a
significant factor with respect to this project. Frost depth for most areas along the Front
Range is considered 36" for purposes of the building code and for this project; check with
the Building Department if there is any question. All structural concrete shall be Type 2,
Sulfate -Resistant, of a strength specified by the accompanying design, or if not stated,
3,500 psi compressive strength. Typically, slabs, such as basement floors and driveways,
are not considered structural. Below -grade steel shall be galvanized or coated with a heavy
tar layer to prevent excessive corrosion.
Unforeseen site conditions occasionally arise, often when buried obstacles are
encountered. Movement of any pier or brace laterally up to 12 inches is authorized; greater
movement requires contact with this engineer.
Subsurface Drainage: No new or additional subsurface drainage elements are required by
this document. If an existing drain is encountered, care must be exercised in preventing its
damage, and if damaged, it must be restored to an operational condition. Repairs to
foundation drains typically require inspection and approval by the Building Department.
Groundwater is not expected to be a significant consideration relative to this project;
however, groundwater elevations usually fluctuate seasonally, and mitigation of high
groundwater is not within the scope of this project.
Surface Drainage: Poor drainage is associated with many foundation problems. Property
owners and builders are cautioned that water accumulation around foundation elements is a
primary cause of structural and floor slab distress within homes. Foundation and slab
movement under virtually all conditions can be minimized by maintaining a stable moisture
content within the soil under and around the foundation. Subsequent to, and not included
within this project, the following guidelines are considered vital, as proper surface drainage
is a crucial part of a home's moisture defense system:
• The soil surface should be sloped away from the foundation at a minimum slope of
one foot in ten, for a minimum of ten feet along all sides of the structure. Areas of
ponding must be eliminated.
• Roof gutters should be employed, and all downspouts must discharge well away from
the foundation, either into a suitable drainage system or into a properly constructed
drainage swale.
• Landscaping requiring watering within five feet of the foundation should be
eliminated, or watered sparingly with drip systems.
• Use of plastic sheeting in landscaped areas near the foundation is regarded by most
experts as detrimental to the overall, long-term Ma0q1 rt^S
discourage its use as well. x.71 j,
MUST BE ON SITE FOR INSPECTION
ALL Pro%
Subicct to Ficld InsQcctions
Backfill: Backfill against foundation walls should not contain heavy, expansive clays, large
rocks, organic materials, mud, ice or snow. Density of backfilled soil against foundation
components should be 85% Standard Proctor density (ASTM D698) and soil supporting
concrete slabs or other structural elements should be 95% density, at a minimum, and must
be performed by mechanical means. Water flooding is prohibited.
Conclusion and Limitations: This report is valid only for the address and the project
scope listed, by the client listed above. The observations described in this document are
valid for the date of the observation and have been made under the conditions noted in the
report. Use by any other entity or for any other purpose is prohibited, without the express,
written consent of the undersigned engineer. This report is based on published and
anecdotal information; variations from the anticipated the soil profiles may be encountered;
contact the engineer immediately if they are discovered. This report does not cover
geological hazards, such as slope stability or landslide. Such investigations require
extensive investigative techniques and are well outside the scope of this report. Should
such information be desired, contact the engineer for guidance.
This report does not express or imply any warranty of the future performance of the
structure or drainage condition. This report should not be considered a warranty of
condition, and no warranty is implied. The opinions and recommendations presented in this
report are based solely on visual observations available for viewing at the time of the site
visit and information, if any, provided by the Client and/or their representative(s). We are
not responsible for conditions that were not within the scope of our services at the time of
inspection. We did not undertake or perform any destructive or invasive testing. No
additional subsurface testing, material testing, calculations, nor monitoring over time of the
conditions presented in this report are included in this project, but may be obtained, if
desired, under separate agreement.
Not included in this site visit was a review of the architectural, mechanical, electrical,
plumbing, cosmetic, landscaping, drainage or structural conditions, other than those items
specifically discussed, nor a comprehensive review of compliance with applicable building
codes. The work covered by this project is not held out as being a complete repair for all
known or suspected structural or foundational issues within the building; its scope has been
limited to that work described within this report with the full knowledge, understanding and
cooperation of the homeowner and/or their designated representative. Other work may be
justified or needed, but, work not included within this report is outside the scope of this
repair project. If additional work is required at a future date, it will be under a separate
contract.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Ficld Inspections
2'-0' MAX
a CORNERS
PROVIDE SHORING PRIOR TO
REMOVING EASTIN6 BEAM OR
ANY STRUCTURAL COMPONENT
- 24'x24°x24" EXCAVATION,
FILLED W/ COMPACTED 3/4'
CRUSHED 6RAVEL, TYP. ALL
EW 6x12 STEEL BEAM��I/��J
O I �
6'SHOTCRETE THE5E
TWO WALL SECTIONS
REPA I R LAYOUT
SCALE: N.T.5
ALL CON5TRUCTION 15 TO BE IN
ACCORDANCE WITH THE 2012 IRC AND
ANY LOCAL CODE5 THAT MAY APPLY
GRADING AND DRAINAGE IMPROVEMENTS MAY NOT
BE PART OF THE CONTRACTED REPAIR WORK. THE
CONTRACTOR 15 ENCOURAGED TO ENGAGE THE
HOMEOWNER TO REMEDY THESE GONGERN5.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
S otrfo Pict In tions
'� eat i e
COMMUNITY DEVELOPMENT
APPROVED
Reviewed for Code Compliance
Plans Examiner Date
— O Yom: the issuance of o perms or approval of pions speNJlmH•es
aados•putatioro shah mot 6e a permit for, or an approval of, any viobHaa to
a Wof Me provisions *low t.A&V code at of any Coy ordmomes. Pennies
pre"Ift to give acd I101* ro rioktt ofcancel the Provisions of the swift
codes arat mbiancesofMeC'ilyshallnot Oevalid.
ENGINEER'S S7A rr=MENT
THE REPAIR 15 INTENDED TO PROVIDE RELIEF OF MINOR STRESS FRAGTIRES IN THE
CONCRETE FOLWAT1ON WALLS, TRANSVERSE AND M16RATORY REFLECTION CRACKS IN
MASONRY VENEER SYSTEMS AND SLOPING FLOOR SYSTEMS, AND AS A PREVENTATIVE
MEASURE TO ENSURE CRACK5 AND OTHER DISTRE-55ES THAT ARE PRESENT DO NOT
WORSEN
THIS PIERIN6 AND/OR WALL BRACING PRO.BCT 15 NOT A 6UARMTEE THAT FURTHER
SETTLEMENT OR WALL CRA4KIN6 WILL NOT OCCLR IN OTHER PARTS OF THE HOUSE NOT
INCLUDED IN THIS PRO.EZT, OR THAT SETTLEMENT OR MOVEMENT OF UNREPAIRED
PORTIONS WILL NOT RESILT IN ADDITIONAL CRACKIN6 IN THE REPAIRED SECTIONS.
PROPER 6RADIN6 AND DRAINAGE WILL HELP PROTECT THE REPAIR WORK FROM
BECOMING A COWUIT FOR MOISTURE INTRL510N TO THE DEEPER SOIL STRUCTURES
REPAIRING A FOUNDATION SYSTEM IN A WPM OR DRAMATIC, FASHION USING
TEC NIOUS LIKE HELICAL PIERS, PUSH -PIERS, PRESSURE GROUTING, OR OTHER
QUICK -ACTING LEVELING ME::THODOLOVE5 CAN HAVE ADVERSE EFFECT5, 5UGH AS
EXTENSIVE INTERIOR FINISH (DRYWALL) DAMAGE, CRACKS IN TILE FLOORS, BUCKLING OR
SEPARATION OF WOOD FLOORS, STICKING OR NONFLWTIONAL DOOR AND WINDOW -L*ft,
OR PERHAPS 5TI IZnRAL DAMAGE TO FLOOR AND/OR ROOF SEA1,15 FROM SUDDEN
RE -STRESSING.
PIER =�ESIGN aA7-A
HELICAL PIERS: (6)
PUSH PIERS: NONE
WALL ANCHORS: NONE
WALL BRACES: (4) POWERBRACES, (5) SMARTJACKS
*PIER DEPTH WILL VARY. HELICAL PIERS SHALL BE INSTALLED TO DESIGN
TORQUE. PUSH PIERS SHALL BE INSTALLED TO REFUSAL. SUBSTITUTION 0
EQUIVALENT HELICAL OR PUSH PIERS FOR THE OTHER PRODUCT IS
AUTHORIZED, AS LONG AS THE EQUIVALENT STRUCTURAL CAPACITY IS
ACHIEVED.
2012 IRC/IBC
105 MPH WIND LOAD, 3—SEC, EXP "C"
30 PSF SNOW LOAD
SEISMIC 8, FROST 36'
rHESE PLAN5 ARE COPYRI61-ITEE
2011 ALL R16HT5 RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
r10RK5 5A5ED ON THE5E PLAN5
OR U5E OF THEME PLAN5 FOR
ANY FURP05E WITHOUT PROPER
COMPENSATION TO AND THE
EXPRE55 WRITTEN CONSENT OF
DESIGNER I5 5TRICTLY
PROHIBITED.
2' b" MAX
o CORNERS
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PROVIDE SHORING PRIOR TO
REMOVING EASTIN6 BEAM OR
ANY STRUCTURAL COMPONENT
- 24'x24°x24" EXCAVATION,
FILLED W/ COMPACTED 3/4'
CRUSHED 6RAVEL, TYP. ALL
EW 6x12 STEEL BEAM��I/��J
O I �
6'SHOTCRETE THE5E
TWO WALL SECTIONS
REPA I R LAYOUT
SCALE: N.T.5
ALL CON5TRUCTION 15 TO BE IN
ACCORDANCE WITH THE 2012 IRC AND
ANY LOCAL CODE5 THAT MAY APPLY
GRADING AND DRAINAGE IMPROVEMENTS MAY NOT
BE PART OF THE CONTRACTED REPAIR WORK. THE
CONTRACTOR 15 ENCOURAGED TO ENGAGE THE
HOMEOWNER TO REMEDY THESE GONGERN5.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
S otrfo Pict In tions
'� eat i e
COMMUNITY DEVELOPMENT
APPROVED
Reviewed for Code Compliance
Plans Examiner Date
— O Yom: the issuance of o perms or approval of pions speNJlmH•es
aados•putatioro shah mot 6e a permit for, or an approval of, any viobHaa to
a Wof Me provisions *low t.A&V code at of any Coy ordmomes. Pennies
pre"Ift to give acd I101* ro rioktt ofcancel the Provisions of the swift
codes arat mbiancesofMeC'ilyshallnot Oevalid.
ENGINEER'S S7A rr=MENT
THE REPAIR 15 INTENDED TO PROVIDE RELIEF OF MINOR STRESS FRAGTIRES IN THE
CONCRETE FOLWAT1ON WALLS, TRANSVERSE AND M16RATORY REFLECTION CRACKS IN
MASONRY VENEER SYSTEMS AND SLOPING FLOOR SYSTEMS, AND AS A PREVENTATIVE
MEASURE TO ENSURE CRACK5 AND OTHER DISTRE-55ES THAT ARE PRESENT DO NOT
WORSEN
THIS PIERIN6 AND/OR WALL BRACING PRO.BCT 15 NOT A 6UARMTEE THAT FURTHER
SETTLEMENT OR WALL CRA4KIN6 WILL NOT OCCLR IN OTHER PARTS OF THE HOUSE NOT
INCLUDED IN THIS PRO.EZT, OR THAT SETTLEMENT OR MOVEMENT OF UNREPAIRED
PORTIONS WILL NOT RESILT IN ADDITIONAL CRACKIN6 IN THE REPAIRED SECTIONS.
PROPER 6RADIN6 AND DRAINAGE WILL HELP PROTECT THE REPAIR WORK FROM
BECOMING A COWUIT FOR MOISTURE INTRL510N TO THE DEEPER SOIL STRUCTURES
REPAIRING A FOUNDATION SYSTEM IN A WPM OR DRAMATIC, FASHION USING
TEC NIOUS LIKE HELICAL PIERS, PUSH -PIERS, PRESSURE GROUTING, OR OTHER
QUICK -ACTING LEVELING ME::THODOLOVE5 CAN HAVE ADVERSE EFFECT5, 5UGH AS
EXTENSIVE INTERIOR FINISH (DRYWALL) DAMAGE, CRACKS IN TILE FLOORS, BUCKLING OR
SEPARATION OF WOOD FLOORS, STICKING OR NONFLWTIONAL DOOR AND WINDOW -L*ft,
OR PERHAPS 5TI IZnRAL DAMAGE TO FLOOR AND/OR ROOF SEA1,15 FROM SUDDEN
RE -STRESSING.
PIER =�ESIGN aA7-A
HELICAL PIERS: (6)
PUSH PIERS: NONE
WALL ANCHORS: NONE
WALL BRACES: (4) POWERBRACES, (5) SMARTJACKS
*PIER DEPTH WILL VARY. HELICAL PIERS SHALL BE INSTALLED TO DESIGN
TORQUE. PUSH PIERS SHALL BE INSTALLED TO REFUSAL. SUBSTITUTION 0
EQUIVALENT HELICAL OR PUSH PIERS FOR THE OTHER PRODUCT IS
AUTHORIZED, AS LONG AS THE EQUIVALENT STRUCTURAL CAPACITY IS
ACHIEVED.
2012 IRC/IBC
105 MPH WIND LOAD, 3—SEC, EXP "C"
30 PSF SNOW LOAD
SEISMIC 8, FROST 36'
rHESE PLAN5 ARE COPYRI61-ITEE
2011 ALL R16HT5 RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
r10RK5 5A5ED ON THE5E PLAN5
OR U5E OF THEME PLAN5 FOR
ANY FURP05E WITHOUT PROPER
COMPENSATION TO AND THE
EXPRE55 WRITTEN CONSENT OF
DESIGNER I5 5TRICTLY
PROHIBITED.
PAUL R. BRYANT, P.E.
2141 TROY COURT
COLORADO SPRIN65, CO 601118
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2141 TROY COURT
COLORADO SPRIN65, CO 601118
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SHEET I OF 3
4"x4"0/5" STEEL ANGLE WITH (2) 1/2"(P
THROUGH BOLTS WITH 3/4" ADJ. BOLT.
EXISTING FLOOR STRUCTURE:
WHEN J015T RUN PERPENDICULAR TO FOUNDATION
HALL ATTACH HALL BRACE DIRECTLY TO JOIST
WHEN J015T5 RUN PARALLEL TO THE FOUNDATION
HALL ADD BLOCKING TO FIRST FOUR BAY5 AND
ATTACH HALL BRACE TO BLOCKING. SEE BLOCKING
DETAIL THI5 PAGE.
5UBFLOOR
HOOD BLOCKING
EX15TINO DUCT -
EXISTING JOIST
BLOCKING CTL.
N.T.5.
54x7.7 STRUCTURAL STEEL
HALL BRACE, HEIGHT
VARIES, FIELD MEASURE. -
4"x4"x3/511 STEEL ANGLE
WITH 1/2" HEDGE ANCHOR
EXISTING CONCRETE SLAB
f'0^F_RBRAGF_ !: r=7A
N.T.5.
Al
EX15TINO FLOOR STRUCTURE
EXISTING FOUNDATION HALL
EXISTING FLOOR BLOCKING:
FOR J015T BAY5 HITH MECHANICAL, ELECTRICAL AND PLUMBING ITEMS OBSTRUCTING THE BAY, INSTALLER MAY INSTALL
BLOCKING HORIZONTALLY AT THE TOP OF THE JOIST BAY IN PLACE OF THE VERTICAL BLOCKING. INSTALL HORIZONTAL
BLOCKING AT THE BOTTOM OF EACH BAY WITH THE VERTICAL BLOCKING. NAIL OR 54REH HOOD BLOCKING TO THE
FLOOR JOISTS TO HOLD IN PLACE.
ALTERNATE FOR BOTTOM IF SPACE ALLOH5: RUN 2x10 OR LARGER BLOCKING CONTINUOUSLY FROM STEEL BRACE TO
LAST BAY OF BLOCKING ALONG BOTTOM OF JOISTS. FASTEN TO EACH J015T HITH (4) 12d NAILS OR #5 311 HOOD
5CREH5. (BLACK DRYWALL 5CREH5 ARE NOT ACCEPTABLE)
";I%R-�4FLf=--2Ba-GAN
NOBS.
1. MNKIM MATatlA L plammoONS.
ORA00r NSDWNT - A" A56
C0981AL SLM4 - RryI �� 501x1, N x 62 km
GM RATE - A" Alk BRAOC 5o
SR/t/xr ILMONAIQ -
W- 4Y4'x W 14M GRADE 81-N•I29W
Al-THWiD ROD YI H NRS
6wmt- -aa-N 1 NICPFZ ")
opmN L BRAC TT H4mNAm -
W - W. 16' LONG ASI 100 - FV .120 k.1
Co1TORR (COIJ THREW POD NTN NAS
MaG42504-015-16 4 H(ON-ZOD)
2 ALL MAW TO R M ACCOIVACE PITH AM OJ
LATWT ISM NTH no -kc Mm a remove
5. INU02M CMS, AND %&%15 ARE AVALAA2 A5
BTEC RAN STM OR HOr-DP 6A.VAIM N
AC4OmW1O: NTH ASTM AM. A'6' 15 AV= TO THE ED
OF THE FART 060 TO OCS04AI E PART A6 HOr-M
GALVAI=
4. 5RA02f f NW1WR 15 PROYM A16ECTROZNO
MTD N ACCORDACE NRI ATM NW.
S. THIS DO MIIQR 15 Y!AT TO IN" A6 A SEOUL
OOOORION FOR THE P011=415 SHOWN N POR 51QRTAL
Rte. NOR DETAILB)14MLFACTIRNB DRAY/NOB APE
AVAILA9.E IRON RaiEST.
(NESE PLAN5 ARE COPYRIGHTEE
2011 ALL RIGHTS RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
NORK5 BASED ON THESE PLAN5
OR USE OF THESE PLANS FOR
ANY PURP05E WITHOUT PROPER
COMPEN5ATION TO AND THE
EXPRE55 WRITTEN CONSENT OF
DESIGNER 15 STRICTLY
PROHIBITED.
.2" OD. x 0216 HALL
NOTES,
• m
IXN
W HELIX FLATL
1. HNIMIM MATERIAL RSZIR881f"
L �
SHAFTS - N • 60 kv, N • TO kN
o
cDFLL9s-F)•10wN•60IW
IIv
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Hg1X Pura - 036 STA PARD TICIOE*�5
•
ASM A572 arsoAFV
SHAFT CCRPLIN6 HARDIIWE -W - 0'r•
H 4 5
. .
GRADE 6 BOLTS WITH N)IS
_
IS ••
BBE
2 ALL HELD NS TO BE N AOCORDACE KITH AYE, 01.1 LATEST
r
W
HP 114A0 119.00
19RE NTH ETo-XX HN ELECTRODE
4
S
HELIX PLATE
IS
5. HELIX PLATES NAVE A NOMINAL 5' PITCH NTH LEADIN9 AND
TPALI%ED6E5 BEN6 NO MaFM THANA' CVr OF PARALLEL-
o x
02.875 6A 0.276
4. LEADS AEYTMeM ARE AVAE AS EER PLAIN
AND MELEMER
x LT
WALL EXTENSION
STEEL OR HDr-DIP 6ALVANIZM IN ACGORDAWE NTH A5TM AI25.
m =
(PART NUMBERA
'{r I5 ADDED TO TIE ENDOF THE PART MftEi TO D616HATE
�
VARIES)
PART AS HOT -OF 6N.VAHI=
J
Nd
HELIX PLATE
S. SHAFT COFLNS HARDWARE IS PROVIDED AS ELECTROZING
Q)
—
i4
PLATED N ACCORDACE NTH A6TM 8655.
O�~
�I a
P
6. THIS DOLI.FENT IS W -A NT TO SERVE AS A 65MG
A
x
D60RPTIO1 OF A STANDARD IEUCAL FILE LAYOUT FOR
SIAMTTA- PMVSM THE ACNA. HELIX RATE C4NM61.RATION
(VIAlETE R AID GLLWHELIX CP X MS TKILL VARY
A
m i'
DEF00I145 OR THE PROIGT SFBVI96 LOAD RMIRSHERM AND
SOIL PROFILM TYNCAL H EJX PLATE C41096URAT0145 UTLIZE
BETA ONE AND FIVE HELIX PLATES. TYPICAL COIEISLRATIOHS
HELIX PLATE
ALSO WE HELIX PLATES OF PROMS IVB.Y MREk5R17
s
•3
OAHETM WITH THE SMALLEST DIASTER HELIX PUTa LOCATED
a
CLOSEST TO THE FILE TIP. HELIX PLATES ARE TYPICALLY SPACED
u r
AT TIRE HELIX OIAhE ERS AS 5HOM ALTHOISH ACTUAL
SPACINIS BETHEIN 2A NO 5.6 HELIX DiAwnm cm BE MW TO
02.875 6A. 0.276 WALL
AVOID IIMMVMCE NTH TE PILE'5 COIRARS. ASS6EI.95 FOR
LEAD SECTION
5 XMC HELIX RATE C4111M6lMTIONS AIM ALSO AVAILA&E
o x
7
(STANDARD OVERALL
AND MORE DETAM MANFACTWNS ORANN65 ARE AVAILABLE
x
I
LENGTHS OF 60.00, 84.00,
WON REaWr.
m
AND 120.00 - PART
NUMBER VARIES)
03650 6D. x
c i
0281 WALL x
2 x 6.00 LONG
THRU -
HELIX PLATE
�a
42
2 x Ot BOLTS
x
WITH MOTS
L50 (HWS8B-Z-075-425
x
6
I^
HVSJ5N-Z-073)
17�HELIX
PLATE
2A0 2 x 00.84
THRU
•1
z
ASSEMBLY DETAILLDUPLER
45• MITER
";I%R-�4FLf=--2Ba-GAN
NOBS.
1. MNKIM MATatlA L plammoONS.
ORA00r NSDWNT - A" A56
C0981AL SLM4 - RryI �� 501x1, N x 62 km
GM RATE - A" Alk BRAOC 5o
SR/t/xr ILMONAIQ -
W- 4Y4'x W 14M GRADE 81-N•I29W
Al-THWiD ROD YI H NRS
6wmt- -aa-N 1 NICPFZ ")
opmN L BRAC TT H4mNAm -
W - W. 16' LONG ASI 100 - FV .120 k.1
Co1TORR (COIJ THREW POD NTN NAS
MaG42504-015-16 4 H(ON-ZOD)
2 ALL MAW TO R M ACCOIVACE PITH AM OJ
LATWT ISM NTH no -kc Mm a remove
5. INU02M CMS, AND %&%15 ARE AVALAA2 A5
BTEC RAN STM OR HOr-DP 6A.VAIM N
AC4OmW1O: NTH ASTM AM. A'6' 15 AV= TO THE ED
OF THE FART 060 TO OCS04AI E PART A6 HOr-M
GALVAI=
4. 5RA02f f NW1WR 15 PROYM A16ECTROZNO
MTD N ACCORDACE NRI ATM NW.
S. THIS DO MIIQR 15 Y!AT TO IN" A6 A SEOUL
OOOORION FOR THE P011=415 SHOWN N POR 51QRTAL
Rte. NOR DETAILB)14MLFACTIRNB DRAY/NOB APE
AVAILA9.E IRON RaiEST.
(NESE PLAN5 ARE COPYRIGHTEE
2011 ALL RIGHTS RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
NORK5 BASED ON THESE PLAN5
OR USE OF THESE PLANS FOR
ANY PURP05E WITHOUT PROPER
COMPEN5ATION TO AND THE
EXPRE55 WRITTEN CONSENT OF
DESIGNER 15 STRICTLY
PROHIBITED.
PAUL R. BRYANT, P.E.
2141 TROY COURT
COLORADO 5PRING5, 00 80418
�p0 REE,�s
6.7500 ON SITE pL 29932 -�1
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BE E FOIL INSPECTI '
N0000 (SSI .G
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2' 6.1929
1 Sub*
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PAUL R. BRYANT, P.E.
2141 TROY COURT
COLORADO 5PRING5, 00 80418
�p0 REE,�s
6.7500 ON SITE pL 29932 -�1
`F4L �
u� MUST ON SITE �% 26 NOV 2011
BE E FOIL INSPECTI '
N0000 (SSI .G
Dao F •....••
ALL Pro'ects ONAL�
2' 6.1929
1 Sub*
�1�to Ficld In .:
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BRACKET DETAIL
TOP PLATE (SJ288TP)
- SEE SHEET 2 FOR
VARIATIONS OF TOP
CONNECTION
-71.00 ALL -THREAD ROD
(SJ100ATR)
THREADED
INSERT
(SJ288TI)
MAIN TUBE 72.875 x 0.165 WALL
PART NO. LENGTH
SJ28BT36
36,00
SJ288T60
60,0
SJ288T84
84.0
GA5T ALUMINUM
BASE
(5JAFT6) OR
BOTTOM PLATE
(5J288BP)
J_ 1.38
Ll
0.25T-F-�--.1.50 x 0.25 WALL
SJ255TP
0 4.0000
0
HEAVY HEX NUT 18.2e57
SPOT WELDED T❑
ROD
71,00 ALL -THREAD ROD
WELL COMPACTED
GRU5HED STONE,
2'-0" SQ. x 2'-0"
DEEP, IF REQUIRED
BY DE5ION
ASSEMBLY DETAIL
SJIOOATR
HSS 2,00 x 2.00
70.56 x 0.25 WALL
3.50
W
4) - 00.25
�0.25
0.15 F
0.50
TL-EfLL 10
0.5
-
73.00
71.00 - 8 UNC -2B
THREAD TAP
72.45
SJ255T1
5J288BP
L J
73,56
72.94
5JAFT6
70.50" GRADE 5
BOLTS WITH NUTS
PowerBraceT'BUTT
JOINT
OR CONTINUOUS OVER
SUPPORT
PowerBraceTM
BRACKET - TOP PLATE
(SJTBTS4)
PowerBraceT"BRACKET
- BOTTOM PLATE
(SJ288TBBS4)
VARIATION @ TOP GONNEGTION
SJTBTS4
NOTES
PowerBracell BEAM
(CONTINUOUS OVER PowerBraceT" TOP
SUPPORT) PLATE
(SJ288TPS4)
VARIATION @ TOP GONNEGTION
L
(4) - 00.56 3
0.38 LJ 1.38
01.50 x 0.25 WALL
I. MINIMUM MATERIAL REQUIREMENTS:
MAIN TUBE - Fy = 50 ksi, Fu = 55 k5i
OTHER PIPES - A57M A55
PLATES - A57M A36
ALL -THREAD ROD - Fu = 85 ksi
THREADED INSERT - A57M A105 Gr. 1018
CAST ALUMINUM BASE - A151/AA 356.0-T(o
SJ258TBB54
4) - 70.56
2. ALL NELDINO TO BE IN ACCORDANCE WITH AN5 01.1 LATEST ISSUE WITH E70 -XX MIN ELECTRODE.
3.25
I 2.so
FLAT
1.20 1.38
--�f1.50 x 0.25 VALL
3.00
SJ288TPS4
3. TUBE SECTIONS ARE TRIPLE COATED IN-LINE GALVANIZED. ALL OTHER STEEL COMPONENTS ARE ZINCE PLATED PER
A5TM 3633.
4. THI5 DOCUMENT 15 MEANT TO SERVE AS A GENERAL DESCRIPTION FOR THE PRODUCTS 5HONN FOR SUBMITTAL
PURPOSES. MORE DETAILED MANUFACTURING DRANIN05 ARE AVAILABLE UPON REQUEST.
5e12a8 5MAR-r-JAC,<
N.T.S.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Proiccts a*�
Subi�t to Ficld In - ••-.
.... s
THESE PLANS ARE COPYRIGHTEC
2015 ALL RIGHTS RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
N0RK5 BASED ON THESE PLANS
OR USE OF THESE PLANS FOR
ANY PURP05E WITHOUT PROPER
COMPENSATION TO AND THE
EXPRE55 VIRITTEN CONSENT OF
DESIGNER IS STRICTLY
PROHIBITED.
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0.25
x0,18
J
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0.85
LL
0.33
Q
J
lz.00
5JAFT6
70.50" GRADE 5
BOLTS WITH NUTS
PowerBraceT'BUTT
JOINT
OR CONTINUOUS OVER
SUPPORT
PowerBraceTM
BRACKET - TOP PLATE
(SJTBTS4)
PowerBraceT"BRACKET
- BOTTOM PLATE
(SJ288TBBS4)
VARIATION @ TOP GONNEGTION
SJTBTS4
NOTES
PowerBracell BEAM
(CONTINUOUS OVER PowerBraceT" TOP
SUPPORT) PLATE
(SJ288TPS4)
VARIATION @ TOP GONNEGTION
L
(4) - 00.56 3
0.38 LJ 1.38
01.50 x 0.25 WALL
I. MINIMUM MATERIAL REQUIREMENTS:
MAIN TUBE - Fy = 50 ksi, Fu = 55 k5i
OTHER PIPES - A57M A55
PLATES - A57M A36
ALL -THREAD ROD - Fu = 85 ksi
THREADED INSERT - A57M A105 Gr. 1018
CAST ALUMINUM BASE - A151/AA 356.0-T(o
SJ258TBB54
4) - 70.56
2. ALL NELDINO TO BE IN ACCORDANCE WITH AN5 01.1 LATEST ISSUE WITH E70 -XX MIN ELECTRODE.
3.25
I 2.so
FLAT
1.20 1.38
--�f1.50 x 0.25 VALL
3.00
SJ288TPS4
3. TUBE SECTIONS ARE TRIPLE COATED IN-LINE GALVANIZED. ALL OTHER STEEL COMPONENTS ARE ZINCE PLATED PER
A5TM 3633.
4. THI5 DOCUMENT 15 MEANT TO SERVE AS A GENERAL DESCRIPTION FOR THE PRODUCTS 5HONN FOR SUBMITTAL
PURPOSES. MORE DETAILED MANUFACTURING DRANIN05 ARE AVAILABLE UPON REQUEST.
5e12a8 5MAR-r-JAC,<
N.T.S.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Proiccts a*�
Subi�t to Ficld In - ••-.
.... s
THESE PLANS ARE COPYRIGHTEC
2015 ALL RIGHTS RESERVED.
ANY SALE, REPRODUCTION,
CREATION OF DERIVATIVE
N0RK5 BASED ON THESE PLANS
OR USE OF THESE PLANS FOR
ANY PURP05E WITHOUT PROPER
COMPENSATION TO AND THE
EXPRE55 VIRITTEN CONSENT OF
DESIGNER IS STRICTLY
PROHIBITED.
PAUL R. BRYANT, P.E.
2141 TROY COURT
OOLORADO 5PRIN65, 00 80918
gp0 REG�s
= 29932 V-411
• 26 Nov 2011r��
SHEET 3 OF 3
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PAUL R. BRYANT, P.E.
2141 TROY COURT
OOLORADO 5PRIN65, 00 80918
gp0 REG�s
= 29932 V-411
• 26 Nov 2011r��
SHEET 3 OF 3
City of Wheat Ridge
y v
Residential Roofing PERMIT - 201707676
PERMIT NO: 201707676 ISSUED: 09/25/2017
JOB ADDRESS: 2818 Chase ST EXPIRES: 09/25/2018
JOB DESCRIPTION: Residential Re -roof to install Atlas asphalt shingles - 24 sq Pitch =
4/12
*** CONTACTS ***
OWNER (720)347-9860 SOWER VERNA
SUB (720)296-8544 Wilson Irias 170454 Affordable Systems, Inc
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT*: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,168.00
FEES
Total Valuation 0.00
Use Tax 129.53
Permit Fee 156.75 -- - -
** TOTAL ** 286.28
*** 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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. 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.
Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
City of Wheat Ridge
Residential Roofing PERMIT - 201707676
PERMIT NO: 201707676 ISSUED: 09/25/2017
JOB ADDRESS: 2818 Chase ST EXPIRES: 09/25/2018
JOB DESCRIPTION: Residential Re -roof to install Atlas asphalt shingles - 24 sq Pitch =
4/12
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
perfo d and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Sigi�ture cif 'OWNER or CONTRACTOR (Circle one) Date
I, his permit was issued based on the information provided in thepermit 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
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official V Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett W 07b
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, September 21, 2017 7:43 AM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status: Completed
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received 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
l�
Property Address 2818 Chase st
Property Owner Name Verna Sower
Property Owner Phone 7203479860
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
Field not completed.
Yes
SowerContract (1).pdf
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
(Primary address of your
business)
affordable systems inc
n C_
w 000000
17U�1 �
720-296-8544
19898 E 40th pl Denver Co 80249
Contractor Email Address affordablesystemsinc@gmail.com
Retype Contractor Email
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
Project Value (contract
value or cost of ALL
materials and labor)
Are you re -decking the
roof?
Is the permit for a flat
roof, pitched roof, or
affordablesystemsinc@gmail.com
24
$5,200.06—
No
Pitched roof (2:12 pitch or greater)
14
both? (check all that
apply)
What is the specific pitch 4/12
of the PITCHED roof?
How many squares are 100%
part of the PITCHED (�
roof? I
Describe the roofing Atlas Architectural Shingles
materials for the
PITCHED roof.
Type of material for the Asphalt
PITCHED roof:
Provide any additional tear off to deck and install new shingles
detail here on the
description of work. (Is
this for a house or
garage? Etc)
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
15
submit this application
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Wilson Irias
Email not displaying correctly? View it in your browser,
16
Office: 720-296-8544 19898 E 4-Oth PI.
Fax: 303-265-9281 Affordable Systems Denver, CO 80249
This agreement gives Affordable Systems to contact my insurance company. 1 authorize them to work with my insurance company's claims department
and their adjuster to establish a fair market replacement cost value on all roof and property storm damage. Once contacting the insurance company,
Affordable Systems have my consent/request to meet on my property with the approved adjuster to establish damages and RCV. Affordable Systems
has agreed to work with my insurance company, in my best interest, to help establish damages and keep me informed of all findings as well as cost of
repairs. This is a contingent agreement depending on findings of damages.
Customer. /< t_/C A.117 . �'► " -- -- --
Street: r :::�' &,f� c 7�% city:
Home Number:c ^ Work Number:
Mobile Number: Lfe ��/�' ��GC9 E -Mail:
• r -
Shingle Style:.
Shingle Color:�.
��''�4'.1 � Initial:
Ventilation: ,p Color:_ _
Drip Edge: �Z �_ Color:
^
Tear Off: _ ayers: 04
Pitch: ___/1 2 Two Story Squares:
15 LB Felt: ____30 LB Felt: /tC
Replace all Plumbing Boots
Remove Roofing Debris From yard
Roll yard with magnetic roller (some nails may main) j . S
Open Soffits: Yes �_.�. No
Leaks (where): `___
Skylights (quantity & size.) -�
Measured Squares:
Waste Squares:
Actual Squares:
JOB ISO BE PE
Decking will be replaced at the following additional
S Per Sheet
tir e
ADDITIONAL NOTES
ozo all
z,� T
_r4 Y Lis de � � �L,.C�%r" � en LLZ l
r
,~
PAYMENT SCHEDULE t�
$ L� `3 33 TOTAL PRICE
First Installment
____,Final Installment (Due upon Completion)
T RFORMED AT INSURANCE COMPANIES -
RATES, FIGURES AND MONEY
TERMS: This agreement is subject to the specification set out to accomplish the replacement or repair. I hereby authorize Affordable Systems to obtain
at their discretion all roofing, gutters, siding, or other trades prescribed for the price stated above.
ABSOLUTELY NO VERBAL CONTRACTS WILL BE HONORED. CASH PAYMENTS ARE NOT ACCEPTED. Make payment by check or money order.
Field representatives may collect payments, however, checks and money orders must be payable to Affordable Systems only.
COMPANY PROVIDES A FIVE YEAR LIMITED WARRANTY FOR LABOR AND LEAKS ON FULL REPLACEMENTS. Any person or company supplying
labor or materials for this improvement to your property may file a mechanics lien against your property if that person or company is not paid within 30
days of being completed. Affordable Systems is not responsible or takes any liability for mold or mold spores that are present before, during, or after job
is completed. Buyer will be responsible to pay all Affordable Systems attorney fees and costs for collecting of unpaid contract balances. Affordable
Systems shall be entitled to liquidated damages and all disputes regarding this contract.
Property Owner (Print) : � � t . sQ0
Property Owner (Sign) : ._M n a� , a► Ck.
Date: _ jA��Q,[
Field Representative: _
Print Name: - �.
Date: 1
-;;)-3
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: Ll 0 9 - ►- • ,,
Job Address: a / S C )),q S --
Permit Number: c ► -7 0 7 &
❑ No one available for inspection: Time / 0 = I -7 @PPM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: Ic /57-/1-7 Inspector: r
DO NOT REMOVE THIS NOTICE
7:2t
i CITYO V�IE'AT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: -3 0 (,- J1 , j
Job Address: 5� 18 C �n � )-
Permit Number: a 0 1-7 0 7 t, 71
�t<r�GiP liPr��S �
0 I 4-a fir, C� I i A 4 L- c. , _.V
C f_rlec
❑ No one available for inspection: Time I = 3 `� AM M
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Date:—/ c LI 1-2 Inspector: `T
DO NOT REMOVE THIS NOTICE
�l
i CIT 0 WHtAT RIDGE
_��9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: -16 3 3 6 & - /f1 "d Z s
Job Address: 1 !R C Acic-F S4-
Permit
4Permit Number: 0 r 7 C 7 /, -2 h
RC j e c C C S- o3d V d
r-0 ve
❑ No one available for inspection: Time AM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: / o,/:& / -7 Inspector: T
DO NOT REMOVE THIS NOTICE
m
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City cif Dat .
?CGonmrAAm1uNtTYDEvELoPMENT plonMermuo
Wh6atR,ggle S
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BuTPlatg & !nSpecdon Services Division 2-10 -10 1
7500 K 21P Ave, Wheat Ridge, CO 80033 Plan Review Few
O 303-236-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Building Permit Application
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2818 Chase St
Q:ease pLn)t: Nita Jenkins 30-7L6-0169
Address:
» ! s" i
,Chase St
City, Stat PE n2id »' 99214
Archi�ectlEngn�ir���mii" Phone+
»Champion Windows
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W.2. ClkLWU'!ALj
Plumbing: 0
Mechanical:
W.R. City License #
CompleteBOTH : of thb form
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