HomeMy WebLinkAbout3385 Chase Streeti CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: r
Job Address:
Permit Number: [7 j
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes OJ
When corrections have been made, schedule for re -inspection online at:
http✓/
Date
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: e
Permit Number:
❑ No one available for inspection: Time p AM/PM
Re -Inspection required: Yes N'ol-'
When corrections have been made, schedule for re -inspection online at:
h ttp✓/www. ci. whea tridge. co. uslinspection
Date:)l3c>�� Inspector: 1
DO NOT REMOVE THIS NOTICE
� ► � i City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 08/21/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
**REVISION: Egress wall was bumped out on landing to make room for the sump
pump, resulting in additional bracing required on existing basement wall.
Also using concrete instead of blocks for the walls; No added valuation
*** CONTACTS ***
OWNER (661)203-5672
WOODARD KELSEY
SUB (720)329-9326
ROBERT OCTOBER
MCKNI
190139 KES ELECTRIC
SUB (303)877-0734
Joey VAlenzuela
180187 EcoVerde Mechanical Corp
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2412 / LAKESIDE,
STEWART GARDENS,
OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION: 30,000.00
FEES
Total Valuation
0.00
Plan Review Fee
324.71
Use Tax
630.00
Permit Fee
499.55
** TOTAL **
11454.26
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. If professionals are hired, those contractors are licensed with the
City of Wheat Ridge and are listed on the permit. Consultations and inspections will only
be performed with the homeowner of record present.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
1* � � i City of Wheat Ridge
�� Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 08/21/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
**REVISION: Egress wall was bumped out on landing to make room for the sump
pump, resulting in additional bracing required on existing basement wall.
Also using concrete instead of blocks for the walls; No added valuation
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�permrt. I further attest that I am leg ally 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. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
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
9Wheat -ice
COmmuNny 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
pennitskki.wheatridge.co.us or fax to 303-237-8929.
Party requesting permit extension:
Permit # 201901035
Kelsey Woodard
Property Address: 3385 Chase Street, Wheat Ridge, CO 80212
Phone # 661-203-5672 Email Address:
kwoodard22@gmail.com
Reason for extension request: I added an egress door to my permit, but unfortunately, my contractor
made an error and ended up taking 3 months instead of the said 2 weeks. This is my first time
renovating and pulling permits, and I sincerely apologize for overlooking the deadline. I'm waiting
on handrails to arrive and can be done within 5 days should you kindly allow an extension. Many thanks.
Number of days requested: 5
Printed Name: Kelsey Woodard
For office use only
This request has been:
Approved by:
Signature: �"" V� Date: 7/13/2020
❑ Denied Extended until: g �Z,02
www.ci.w heatridge.co. us
Date: % /Z1 /a?�,:7
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: '� s
Job Address:73`61g t -,A 5 i. "
Permit Number: a `� t3 I U
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No-
When corrections have been made, schedule for re -inspection online at:
h tt p✓/www. ci. wheatridge. co. usrnspection
Date:--,-" � � �`" Inspector:
DO NOT REMOVE THIS NOTICE
I i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
����12;� S
Mw
❑ No one available for inspection: Tim MaPM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
hUpYwww.ci.wheatridge.co. ushnspection
�-
Da spector: .-�
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: ry)F , 1p)� e
Job Address: ``
Permit Number: r- DO ! G U
❑ No one available for inspection: Time 0 /0 a AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http✓/www.ci. wheatridge.co. uslinspection
Date:L.1 /3V ,>t'j Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: c
Job Address: �' 3 C -1n
Permit Number: G
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http.IA,vww.ci.wheatridge.co.uslinspection
Date'-_ ` t' ,� 1 " Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 06/10/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
**REVISION: Egress wall was bumped out on landing to make room for the sump
pump, resulting in additional bracing required on existing basement wall.
Also using concrete instead of blocks for the walls; No added valuation
*** CONTACTS ***
OWNER (661)203-5672 WOODARD KELSEY
SUB (720)329-9326 ROBERT OCTOBER MCKNI 190139 KES ELECTRIC
SUB (303)877-0734 Joey VAlenzuela 180187 EcoVerde Mechanical Corp
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 30,000.00
FEES
Total Valuation 0.00
Plan Review Fee 324.71
Use Tax 630.00
Permit Fee 499.55
** TOTAL ** 1,454.26
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. If professionals are hired, those contractors are licensed with the
City of Wheat Ridge and are listed on the permit. Consultations and inspections will only
be performed with the homeowner of record present.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
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 procedwes, 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 rs 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 Budding
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.
5. The issuance or granting ofpermit shall not be construed to be a permit for or an approval of, any violation of any provision of any
applicablepe�e or any ordirripce or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
Homeowner Basement Finish PERMIT
- 201901035
PERMIT NO:
201901035
ISSUED: 06/11/2019
JOB ADDRESS:
3385 Chase St
EXPIRES: 06/10/2020
JOB DESCRIPTION:
Basement remodel - convert unfinished
mechanical to smaller, closed
mechanical room, bathroom and utility;
finished room will be extended; new
furnace, electrical panel - 418 sq ft
total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
**REVISION: Egress wall was bumped out
on landing to make room for the sump
pump, resulting in additional bracing
required on existing basement wall.
Also using concrete instead of blocks
for the walls; No added valuation
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 procedwes, 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 rs 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 Budding
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.
5. The issuance or granting ofpermit shall not be construed to be a permit for or an approval of, any violation of any provision of any
applicablepe�e or any ordirripce 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.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Revision to Permit Application
Date: Sunday, April 26, 2020 6:34:49 PM
Revision to Permit Application
Permit Number
201901035
assigned to project
PROPERTY INFORMATION
Permit Number
201901035
Property Address
3385 Chase Street
Property Owner Name
Kelsey Woodard
Property Owner Phone
661-203-5672
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
kwoodard22@gmail.com
Address
CONTRACTOR INFORMATION
Contact Name
Cody Matlack
Contact Phone Number
720-833-8387
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
codymatlack8341@gmail.com
Retype Contact Email
codymatlack8341@gmail.com
Address
DESCRIPTION OF WORK
Detailed Revised
Egress walkout footer has been revised to be a sloped/stepped
Scope of Work -
footer
Provide a detailed
description of work
including mechanical,
electrical, plumbing
work occurring,
adding/removing walls,
etc
Engineer Letter (if Field not completed.
applicable)
Additional Documents
on Letter Size
Are plans or
documents locked for
editing?
Construction Plans
scanned on 11'x17" or
larger
Additional Project
Value Only add what
the revised scope of
work is valued at.
Field not completed.
No
ok bf 4-27-2020
0
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
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 Submitting Kelsey Woodard
Revision
Email not displaying correctly? View it in your browser.
GENERAL PLAN NOTES:
1) ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2) ALL DISCREPANCIES WITH EXISTING SITE CONDITIONS SHALL BE
REPORTED TO THE E.O.R.
3) CONTRACTOR OR OTHER PARTIES INVOLVED IN CONSTRUCTION SHALL
USE GIVEN DIMENSIONS ONLY — DO NOT SCALE DRAWINGS.
4) ANY COMPONENTS AND/OR BUILDING SYSTEMS NOT DETAILED IN THESE
DRAWINGS SHALL BE INSTALLED PER MANUFACTURERS MINIMUM
RECOMMENDATIONS.
5) E.O.R. SHALL BE NOTIFIED OF ANY CONFLICTS RESULTING FROM
INSTALLATION OF COMPONENTS AND/OR BUILDING SYSTEMS NOT
SPECIFIED IN THESE DRAWINGS.
6) ALL APPLICABLE BUILDING CODES AND ORDINANCES SHALL BE ADHERED
TOO DURING CONSTRUCTION. IN ANY CASE WHERE THE DETAILS OF
THESE DRAWINGS DEVIATE FROM ANY CODES AND/OR ORDINANCES, THE
CODES AND/OR ORDINANCES SHALL GOVERN.
7) ANY WOOD MATERIAL EXPOSED TO WEATHER OR IN DIRECT CONTACT
WITH CONCRETE SHALL PRESSURE TREATED FOR OUTDOOR USE.
8) ALL WORK SHALL COMPLY WITH (INCLUDING LOCAL AND STATE
AMENDMENTS):
A) BUILDING CODE YEAR AS IDENTIFIED IN THE "PROJECT DATA" FIELDS
9) TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR FOR
THE STRUCTURE UNTIL ALL CONNECTIONS HAVE BEEN PROPERLY MADE
PER THE PLANS.
10) JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
11) ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM
UNDER—FLOOR GRADE PRIOR TO THE STRUCTURE BEING OCCUPIED.
12) CLASS "C" ROOFING MATERIAL SHALL BE INSTALLED FOR FIRE
PROTECTION.
13) ALL CONCEALED DRAFT OPENINGS SHALL BE PROVIDED WITH FIRE
BLOCKING TO BLOCK THE UNHINDERED PASSAGE OF FLAMES.
14) EXTERIOR SHEATHING SHALL BE COMPLETELY DRY PRIOR TO APPLYING
EXTERIOR COVER.
15) WALL FINISHES AND/OR INTERIOR WALL COVERINGS SHALL BE INSTALLED
IN ACCORDANCE WITH IRC CHAPTER 7.
16) MATERIALS USED IN CONSTRUCTION IF PLACED ON ANY PART OF
STRUCTURE SHALL BE POSITIONED UNIFORMLY AND SPREAD OUT AS TO
NOT OVERLOAD THE STRUCTURE. DESIGN LIVE LOAD SHALL NOT BE
EXCEEDED.
FOUNDATION NOTES
1) ALL FOOTINGS SHALL BE EXCAVATED TO REQUIRED DEPTHS AND
DIMENSIONS ONLY (AS INDICATED IN THESE PLANS). CONTRACTOR SHALL
NOT OVER EXCAVATE OR DISTURB SOIL AT HIGHER ELEVATIONS.
2) FOUNDATION SHALL BE EXCAVATED TO COMPACTED/UNDISTRIBED EARTH.
3) FOUNDATIONS SHALL NOT BE POURED/BUILT UNTIL ALL REQUIRED
HARDWARE, REINFORCEMENT, PIPES, CONDUIT, ETC. IS POSITIONED.
4) ANY DRY EXCAVATIONS MUST BE MOISTENED PRIOR TO POURING
CONCRETE. ANY EXCAVATIONS THE ARE WET OR WITH STANDING WATER
SHALL BE DRIED.
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN THE EXCAVATION AND INSTALLATION OF FOUNDATION
ACCORDING TO FEDERAL, STATE, AND LOCAL ORDINANCES.
TIMBER NOTES
1) ALL STRUCTURAL LUMBER SHALL COMPLY WITH 2012 IBC SECTION 2303.1
2) MINIMUM LUMBER GRADE SHALL BE AS FOLLOWS:
2)1) STUDS, BLOCKING, PLATES: STUD GRADE
2)2) JOISTS, RAFTERS: #2 OR BETTER
2)3) BEAMS, POSTS, HEADERS: #1 OR BETTER
3) ALL TIMBER/LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO
WEATHER OR EARTH SHALL BE PRESSURE TREATED.
4) ALL PLYWOOD SHEATHING SHALL BE GRADE—MARKED BY THE AMERICAN
PLYWOOD ASSOCIATION (APA).
CONCRETE/MASONRY NOTES
1) ALL CONCRETE USED IN STRUCTURE SHALL HAVE:
A) COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
B) MAXIMUM SLUMP OF 5" FOR ALL FOOTINGS AND SLABS.
C) W/C RATIO OF 0.60 OR LESS FOR ALL FOUNDATIONS, AND 0.55 OR
LESS FOR ALL SLABS AND COLUMNS.
D) STANDARD DRY—WEIGHT DENSITY.
2) ALL CONCRETE SHALL BE IN COMPLIANCE WITH THE 2018 IBC CHAPTER 19.
3) ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I OR II AND SHALL BE
IN COMPLIANCE WITH ASTM C150.
4) ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ASTM C33:
MAXIMUM AGGREGATE SIZES:
A) FOOTINGS: 1-1/2"
B) ALL OTHER WORK: 1"
5) MINIMUM COVER FOR CONCRETE REINFORCEMENTS SHALL BE:
5)1) PERMANENTLY EXPOSED TO WEATHER OR EARTH.
A) CAST AGAINST EARTH: 3"
B) CAST AGAINST FORMS: 2"
5)2) NOT EXPOSED TO WEATHER OR EARTH.
A) SLABS: 3/4"
B) COLUMNS: 1-1/2"
6) MINIMUM LAP LENGTH FOR REINFORCEMENT SPLICING SHALL BE 48 BAR
DIAMETER. SPLICES SHALL ALL BE STAGGERED.
7) MINIMUM EMBEDMENT FOR ALL ANCHOR BOLTS SHALL BE:
A) 5/8" DIA.: 7"
B) 3/4" DIA.: 8"
C) 7/8" DIA.: 9"
D) 1" DIA.: 10"
ALL ANCHOR BOLTS THAT ARE EXPOSED TO TREATED LUMBER SHALL BE
GALVINIZED ZINC OR STAINLESS STEEL MATERIAL. COORDINATE OVERALL
LENGTH OF ANCHOR BOLTS WITH BOTTOM PLATES USED IN
CONSTRUCTION.
8) PROVIDE CONTROL JOINTS TO ALL CONCRETE SLABS SUCH THAT THE
TOTAL AREA DOES NOT EXCEED 400 SQ. FEET.
9) CONTRACTOR SHALL NOTIFY E.O.R. PRIOR TO PLACING PIPES, DUCTS,
CHASES, SLEEVES, CORING, AND OPENING ON OR THROUGH CONCRETE
FOOTINGS, FLOORS, OR COLUMNS UNLESS SPECIFICALLY NOTED ON
THESE PLANS.
10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN DESIGNING, INSTALLING, MAINTAINING AND REMOVING ALL
FORM WORK.
11) REMOVES FORM WORK BASED ON THE FOLLOWING SCHEDULE:
A) FORMS AT SLAB EDGE: 1 DAY
B) SIDE FORMS AT FOOTINGS: 2 DAYS
C) COLUMNS: 7 DAYS
FASTENER NOTES
1) NAILS:
1)1) ALL NAILS SHALL BE OF THE "COMMON" TYPE (UNO).
1)2) SHALL NOT BE DRIVEN NEAR EDGE OR END OF MEMBER, EXCEPT FOR
SHEATHING.
1)3) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE TREATED WOOD.
1)4) ALL NAILING SHALL BE IN COMPLIANCE WITH 2018 IBC TABLE 2304.10.1.
2) LAG SCREWS:
2)1) SHALL ONLY BE INSTALLED IN PRE—DRILLED HOLES.
2)2) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE—TREATED WOOD.
3) BOLTS:
3)1) SHALL COMPLY WITH ASTM F1554 GRADE 36.
3)2) SHALL ONLY BE INSTALLED IN PRE—DRILLED HOLES NO LARGER THAN
1/16" LARGER THAN BOLT DIAMETER.
3)3) SHALL HAVE STANDARD WASHER AND NUT WHEN INSTALLED AGAINST
WOOD.
3)4) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE—TREATED WOOD.
4) ANCHOR BOLTS:
CARPENTRY NOTES
1) REFER TO 2012 IBC 2304.10.1 FOR MINIMUM NAILING REQUIREMENTS.
2) ALL FRAMING MEMBER SHALL HAVE SOLID BEARING WITHOUT THE USE OF
SHIMS.
3) CONTINUOUS DOUBLE TOP PLATES SHALL BE USED ON ALL WALLS.
4) WALL STUDS:
4)1) USE 2X4 STUDS AT 16" O.C. FOR ALL NON—LOAD BEARING WALLS.
4)2) USE 2X6 STUDS AT 16" O.C. FOR ALL LOAD BEARING WALLS.
5) BLOCKING:
5)1) PROVIDE 2X BLOCKING BETWEEN TRUSSES AND RAFTERS AT LOAD
BEARING WALLS.
6) NOTCHING:
6)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
6)2) MULTIPLE NOTCHES IN THE SAME MEMBER SHALL BE SPACED 18"
APART.
7) BORING:
7)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
7)2) MULTIPLE HOLES IN THE SAME MEMBER SHALL BE SPACED 18" APART.
8) BEARING:
8)1) A MINIMUM OF 3" BEARING FOR ALL BEAMS, RAFTERS, HEADERS, AND
TRUSSES.
9) POSTS:
9)1) POSTS LOCATED INSIDE WALLS SHALL HAVING BEARING ON BOTTOM
PLATE AND BE CONTINUOUS FROM TOP TO BOTTOM.
9)2) POSTS SHALL BE PROVIDED UNDER ALL BEAMS EQUAL TO THE WIDTH
OF THE BEAM.
9)3) ISOLATED POSTS SHALL BE SEATED IN SIMPSON POST OF COLUMN
BASE.
10) ROOF FRAMING:
10)1) FRAME RAFTERS WITH THE CROWN UP.
10)2) PROVIDE MINIMUM 3" OF BEARING
10)3) PROVIDE FULL DEPTH 2X BLOCKING BETWEEN RAFTERS AT LOAD
BEARING WALLS
10)4) PLYWOOD SHALL BE INSTALLED WITH GRAIN ACROSS FRAMING.
FULLY NAIL WITH COMMON NAILS PER PLAN SET.
10)5) PROVIDE SIMPSON CLIPS TO ALL PLYWOOD JOINTS RUNNING
PERPENDICULAR TO FRAMING.
11) SHEARWALLS:
11)1) REFER TO PLAN SET FOR SHEARWALL LOCATIONS.
11)2) SHEARWALLS TO BE NAILED WITH COMMON NAILS WITH A MINIMUM
3/8" EDGE DISTANCE TO FRAMING MEMBER OR PANEL.
11)3) OSB MAY BE USED INSTEAD OF PLYWOOD.
City of
y'� W hcat
EN1dge
�CoM��1171d DEVE1{3I'Ai_ _ ,�
APPROVED
�ie�d for Cbde t6inpliance
Plans Examiner Date
yawty of oeru+it' the fssuar c of o permit or opprovol of plans speci%Kotions
oti0at ShOl/ nOt be o 0, ermrt for, W an approval Of, any vioplion to
dtheproriI'll, oI ; Child/;ycoQeaofo^YCrr�oidinoncet.Permits
ollk dru to give out, the",,
riWate o/ cancel the provisions of the BuiNinp
dJ>7
cel�es'ot other ordnonces OJ the City shall not be valid.
pre ..
codes of, t .,...... ,, _ ..4
DESIGN CRITERIA/
BUILDING CODE
BUILDING CODE: 2012 IRC
LIVE LOAD: 40 PSF
GROUND SNOW LOAD: 30 PSF
FROST DEPTH: 36 INCHES
WIND LOAD: 105 MPH
EXPOSURE
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
PROJECT DESCRIPTION:
EGRESS STAIRWELL: UPDATED DESIGN
PROJECT LOCATION:
3385 CHASE ST. WHEAT RIDGE, CO 80212
CONTENTS:
DESIGN CRITERIA:
• IRC 2012
• WIND LOAD =105 MPH, EXP C
• SNOW LOAD (PG) = 30 PSF
• FLOOR LIVE LOAD = 40 PSF
CONTENTS (CONT.):
. ULN LKAL
FRAMING/ CONNECTIONS
PAGE 0:
OVERVIEW
PAGE 9: WALL CUT PLANS
PAGE 1:
SITE PLAN
PAGE 10:
EXCAVATION/ FOUNDATION
CONNECTIONS & STAIRWELL DETAIL
PAGE 2:
EXCAVATION / DRAINAGE PLAN
KEY
PAGE 3:
EXCAVATION / DRAINAGE PLAN
PAGE 4:
EXCAVATION / DRAINAGE PLAN
PAGE 11: DOOR FRAMING: A -A
PAGE 5:
FOUNDATION PROFILE DRAWINGS
PAGE 12: CONNECTION: B -B
PAGE 6:
FOUNDATION ELEVATION DETAIL KEY
PAGE 13: CONNECTION C -C
PAGE 7:
FOUNDATION ELEVATIONS
PAGE 14: CONNECTION DETAIL
PAGE 8:
REBAR DETAIL
S
of
VICINITY: NOT TO SCALE
;�i�, A.e Vr ,i5th GuP
3385 Chase Street
Panorama Park 0-
Relreal At Highlands Q
ampers Q
Wheat Ridge Library (T1 Q panorama t ieiyhi
Jefferson County �i Aparimenis
of Italy Feel the Beat P
1"7 32nd A,v V."Ind Ave
7
- a
m
0
J illarldO Wheatndge Manor o
R' erv�ir L'are Center �
SATELLITE: NOT TO SCALE
DESCRIPTION:
EGRESS STAIRWELL INSTALLATION
UPDATED PLANS PER INSPECTION ISSUES &
FIELD -CHANGES
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
Gilliland
ENGINEERING
Address: 2225 N GILPIN ST DENVER, CO 80205
Phone: 330.6123756
E -Mail: Eric@G-Engineering.net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
OVERVIEW
REVISION:
D - 4/24/2020
PAGE:
0
SITE PLAN
SCALE: 1/8" = 1'-0"
CT TL An TW" A TAT nlIT TTL` 7A LST` 11L XTAT\
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
DETAIL A -A
SCALE: 1" = 1'-0"
rt
2" WEEP HOLE
DETAIL B -B
SCALE: 1" = 1'-0"
rm
ADE GRA
a
BACKFILL TOP 12" —
WITH CLAY. SLOPE —
AWAY FROM WALL
4
BACKFILL WITH
1/2" CRUSHED
STONE
d
. a
a
a
_I
LINE OUTSIDE OF
WALL WITH
LANDSCAPING
FABRIC
I
EL—I I I
4" DRAIN TILE _
WRAPPED IN
LANDSCAPING
FABRIC
2" WEEP HOLE
I I I I I I I 1I—
DUE TO PATIO
EARTH FORM IS
ACCEPTABLE HERE
LINE OUTSIDE OF
WALL WITH
a / LANDSCAPING
FABRIC
THIS AREA MUST
BE DUG OUT AND
FILLED WITH 1/2"
GRAVEL
n 4" DRAIN TILE
WRAPPED IN
Q' LANDSCAPING
FABRIC
VVVV
DETAIL KEY SCALE: 1/2" = 1'-0"
L"J
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
EXCAVATION/ DRAINAGE
PLANS: DETAIL A -A / B -B
�� �'' Gilliland
.J ENGINEERING
Address: 2225 N GILPIN ST DENVER, CO 50205
Phone: 330.b ] 2.3756
E-N7ail: FnO1G-Engineenng.nm
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
EXCAVATION/
DRAINAGE PLAN:
DETAIL A -A/ B -B
REVISION:
D - 4/24/2020
PAGE:
2
DETAIL C -C
SCALE: 1" = 1'-0"
DETAIL D -D
SCALE: 1" = 1'-0"
BACKFILL TOP 12"
WITH CLAY. SLOPE
AWAY FROM WALL
a
° . BACKFILL WITH
1/2" CRUSHED
STONE
LINE OUTSIDE OF —
WALL WITH
LANDSCAPING
FABRIC
_I I
4" DRAIN TILE
WRAPPED IN
° LANDSCAPING
° FABRIC
d
°
e
° BACKFILL TOP 12"
_ WITH CLAY. SLOPE
AWAY FROM WALL
—tt
°a
4
BACKFILL WITH
1/2" CRUSHED
STONE
a
° LINE OUTSIDE OF
WALL WITH
r 17 LANDSCAPING
FABRIC
� .a
v - 4" DRAIN TILE
WRAPPED IN
° LANDSCAPING
FABRIC
DETAIL KEY SCALE: 1/2" = 1'-0"
C�?
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
EXCAVATION/ DRAINAGE
PLANS: DETAIL C -C / D -D
DETAIL
E-E
DETAIL KEY SCALE: 1/2" = 1'-0"
" =
SCALE: 11'-0"
PATIO
- W i e.
..
:;
GRADE
°
v
p
v v
v
ovvv vv
vvvvvo
d
p
vvvvvvv
ovvvovvc
1.
DOORWAY
v
_ a• d
, a
•* •
°
pd
p
v
v
4
pd
d
°
BACKFILL AREA
d
BEHIND WALL
p
LANDSCAPING
WITH 1/2"
c
FABRIC ON
CRUSHED GRAVEL
`
p
BACKSIDE OF
v
RETAINING WALL
,
LANDSCAPING
FABRIC ON
°
j DRAINAGE TILE
BACKSIDE OF
°
(LINED WITH
RETAINING WALL
°
LANDSCAPING
°
°
FABRIC)
v
•_
°
s
DRAINAGE TILE
°
n.
t
WEEPHOLE
(LINED WITH
a'
LANDSCAPING
FABRIC)
17
d
Gilliland
i.J ENGINEERING
BACKFILL AREA
vAddress,
UNDER LANDING
7
d
2225 N G11 PIN Sr DLNVER, C080205
Phone: 330.(,12,375t,WITH
1/2"'
WITH 1/ "ED
v
iia: iuet
STONE
CRUSWEEPHOLE
°
'd
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
JOB ADDRESS:
a
STAIRWELL
LANDING
v
KELSEY WOODARD
3385 CHASE ST.
d
pa
EXCAVATION/
WHEAT RIDGE, C080212
SUMP WELL
°
SHEET:
p
`� v v v v v v
•', v.:�: :r %'' :�- j .;i:
•
DRAINAGE PLANS
EXCAVATION/
DRAINAGE PLAN:
o vvv v v v v
o
d
•
DETAIL E-E
V b
v
vvv vvv
°°
v v
°
DETAIL E—E
REVISION:
DRAINAGE TILE `'vv°vvvovvvvv vvvvvvv
17 vv � °°°°°°
D- 4/24/2020
a
(LINED WITH -
vvvvvvvv
a.
LANDSCAPING
vvv v v v v
°
FABRIC)
°vvvvvvv
p
PAGE:
s
L�� �Ur Zwvvvvvvv
4c
4
DETAIL C -C
SCALE: 1" = 1'-0"
a
2
NO.5
VERTICALS @
16" OC
OR
NO.6
VERTICALS @
32" OC (TYP.)
NO.4
LONGITUDINAL
BARS @ 24" OC
(TYP.)
a
7'
(3) #4
LONGITUDINAL
BARS. 3"
MINIMUM
COVER f
DETAIL D -D
SCALE: 1" = 1'-0"
NO.5
VERTICALS @
16" OC
OR
N0.6 °
VERTICALS @
32" OC (TYP.) 5
NO.4 °
LONGITUDINAL
BARS @ 24" OC c
-9" (TYP.)
°
.4
°• a
(3) #4
LONGITUDINAL
BARS. 3"
MINIMUM
COVER '.
°
11"
DETAIL E -E
SCALE: 1" = 1'-0"
NO.5 GRADE
VERTICALS @
16" OC ,4,.
OR
N6776-
VERTICALS
O6VERTICALS @ °
32" OC (TYP.)
d
NO.4 a
LONGITUDINAL
BARS @ 24" OC c
(TYP.)
(3) #4
LONGITUDINAL
BARS. 3" • °
MINIMUM
COVER -.' :•..'
`• , ::, . .
1"
DETAIL KEY
SCALE: 1/2" = 1'-0"
FOUNDATION PLANS:
1 1 1 1 1 1 PROFILE DRAWINGS
SIGNED: 4/24/2020 I
EXPIRES: 10/31/2021
.� "' Gilliland
0, ENGINEERING
Address: 2225 N G1LPIiN ST DENVER, Co 80205
Phone: 330.6123-6
E-11ai1. Fri, a G-Engineering.net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
FOUNDATION
PLANS: PROFILE
DRAWINGS
REVISION:
D -4/24/20x0 `
4,
PAGE:
5
FOUNDATION PLANS: ELEVATION DETAIL KEY
SCALE: 1" = l' -O"
4'-5-
- - * . .L , . i
: **
x.
•4-
A
4
IV
V
J,
�7. !A:
4
*
j
4. D
4
A
F".*
p o
4
4.
4 4- 44
. .
4
�d I
.
< ,
IV
V
4
4. D
p o
4
4 4
IV
JAI
SIGNED: 4/24/2020
EXPIRES- 10/31/2021
IV
%,% #*W,
to:. and
0
j
0,3G
ENGINEERING
Address: 2225NGllPlNSTF)ENVER,C08o',
Phone:
3,' 0.6123:56
E-Nl,,,]. ..........
JOB ADDRESS:
KELSEY WOODARD
33W CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
FOUNDATION
ELEVATION DETAIL
KEY
REVISION:
D - 4/24/2020
PAGE:
L:
V
4 4
7
4
v
4*-
I �
4.
4
.4
<4- -4.4
44
41
JAI
SIGNED: 4/24/2020
EXPIRES- 10/31/2021
IV
%,% #*W,
to:. and
0
j
0,3G
ENGINEERING
Address: 2225NGllPlNSTF)ENVER,C08o',
Phone:
3,' 0.6123:56
E-Nl,,,]. ..........
JOB ADDRESS:
KELSEY WOODARD
33W CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
FOUNDATION
ELEVATION DETAIL
KEY
REVISION:
D - 4/24/2020
PAGE:
L:
FOUNDATION
ELEVATION
GRADE
DETAIL A -A ✓ as
SCALE: 1/2" = 1'-0"
Q Q 2'-11„
WEEP HOLE Q
T-9„
I IIIII—III— I
fi 3,-3„ 12,1 -III -I 1I -
a . , ' '. •_ .:... �;�.� •°; I III -III -III `-
a _ �_ III -III -I
vi.
I I I I_I I I- I -I I I -I I I -I I
8"X16" I I2, -1 -III -III -III III
•;. FOOTING I I I -I I I -I I I-_ 8"X16" STEP
a . a " '. ' • :° ; ' a — FOOTING -
(E) HOME 6' -7" --
FOOTING
FOUNDATION GRADE
TT TTT A -0.00 m T
DETAIL B -B
SCALE: 1/2" = 1'-0"
T-9"
8"X16" STEP
FOOTING
8"X16" STEP
FOOTING
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
FOUNDATION REBAR DETAIL
SCALE: 1" = 1'-0"
NO. 5 VERTICALS @
16" OC
OR
NO. 6 VERTICALS @
32" OC (TYP.)
NO.4 @ 24" OC (TYP.)
4 LONGITUDINAL BARS.
IINIMUM COVER (TYP.)
p' " Gilliland
ENGINEERING
Adams: 2225 N GII.PJA ST DENVER, C-080203
Phone: 1306123-50
F -Mall ............. t
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
FOUNDATION
REBAR DETAIL
REVISION:
D - 4/24/2020
PAGE:
v e o SIGNED: 4/24/2020
3r �c°j EXPIRES: 10/31/2021 8
GRADE
EPDXY LONGITUDINAL
BARS 3-1/2" (MIN.) INTO
EXISTING BASEMENT WALL
EPDXY LONGITUDINAL
3" P
3 "
BARS 3-1/2" (MIN.) INTO
EXISTING BASEMENT WALL
.d n a
.. d' a
y
d
d
d a .
\
EPDXY LONGITUDINAL
BARS 3-1/2" (MIN.) INTO
EXISTING BASEMENT WALL
C d
a.
EPDXY LONGITUDINAL
Y
BARS 3-1/2" (MIN.) INTO
EXISTING BASEMENT WALL
d
a
Q
a d
d
s
a s
0
8a'
d a
a Q
o.
a
d
NO. 5 VERTICALS @
16" OC
OR
NO. 6 VERTICALS @
32" OC (TYP.)
NO.4 @ 24" OC (TYP.)
4 LONGITUDINAL BARS.
IINIMUM COVER (TYP.)
p' " Gilliland
ENGINEERING
Adams: 2225 N GII.PJA ST DENVER, C-080203
Phone: 1306123-50
F -Mall ............. t
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
FOUNDATION
REBAR DETAIL
REVISION:
D - 4/24/2020
PAGE:
v e o SIGNED: 4/24/2020
3r �c°j EXPIRES: 10/31/2021 8
BASEMENT WALL CUT -PLANS
SCALE: 1/2" = 1'-0"
(E) _ "EXISTING"
(N) _ "NEW"
BASEMENT WALL
MUST BE BRACED
ON BOTH SIDES
PRIOR TO MAKING
ANY CUTS
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
- 6" - -- 2'-3" __ _. -1'-7"
(E) I -BE M SIL
( ) WINDOW
aQ
a
a
(E) BASEMENT
WALL
4Q
a
Q
(N)
EGRESS
DPENMG
rom
a
Q
a
a
a'
(E) BAS
WALL
a
0
Q d
4 — -- T-10" _ . _ Q
a E B SEM EMT FLOG LEVEL
a4
( E) FOU NDA N
NOTE: THIS AREA MUST
BE BUILT BACK UP WITH
CMU BLOCK
VERTICAL CUT
NO. 2: T-3" LONG
VERTICAL CUT
NO. 1: 6-1" LONG
- HORIZONTAL
CUT: 3'-10: LONG.
FLUSH WITH
BASEMENT SLAB
CONNECTIONS & STAIRWELL - DETAIL KEY
SCALE: 1" = 1'-0"
d,
° n e
d P e a •.d
° e a
a ,
A
0
n
n1_7 c
a e a e ° e'd.e
v
9
$ a n 'd e '
•
+
i �I• �
+
•
•
e'
e
0
d.. d ° • SIGNED. 4/24/2020
EXPIRES: 10/31/2021
as ° a
Gillilanc
"3ENGINEERING
Address: 2225V'CL['IAY [11'�A'f R. C0R020�
111'"'e 330,,12 37;'
30o12.375'
L-NaJ. P.niu'G-I[ngmeenmg net
JOS ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
CONNECTIONS &
STAIRWELL - DETAIL KEY
REVISION:
a
D - 4/24/2020
2
N_
D '
Q
PAGE:
U m c
10
m
DOOR FRAMING PLAN:
DETAIL A -A
SCALE: 1" = 1'-0"
DOUBLE 2X6 TOP PLATE
(PRESSURE TREATED
W/ 3" X 46" X 8"
STAINLESS STEEL
PLATE
FILL SEGMENT OF EXISTING WINDOW
HOLE WITH CMU. SUPPORT I -BEAM
SILL WITH THE BLOCKS
• FULLY GROUTED
• RUNNING BOND
2X6 DOOR FRAME
NEW 8" CONCRETE WALL.. -
• VERTICAL #6 REBAR @ 32" OC
• LONGITUDINAL #4 REBAR @ 2'
oc
ANCHOR FRAMING
TO EXISTING
BASEMENT WALL
(N) 2"X2"X1/8" STEEL ANGLE -
(BOTH SIDES OF CUT)
FASTEN STEEL ANGLE TO BASEMENT
WALL WITH 5/16" X 3" CONCRETI
ANCHORS + EPDX)
(3 TOTAL PER ANGLE
2X6 BOTTOM PLATE
(PRESSURE TREATED)
FASTEN STEEL ANGLE TO BASEMENT
WALL WITH 5/16" X 3" CONCRETE
ANCHORS + EPDXY
(3 TOTAL PER ANGLE)
NOTES TO BUILDER:
(E) _ "EXISTING"
(N) _ "NEW"
• STEEL PLATE FASTENERS MUST BE
4"X3.5" STAINLESS STEEL
• STEEL PLATE MUST BE INSTALLED ON
BOTH SIDES OF DOUBLE TOP -PLATE
• 2" MINIMUM EDGE DISTANCE ON
FASTENERS
• ANCHOR DOOR FRAME TO EXISTING
BASEMENT WALL WITH CONCRETE
ANCHORS. IF SOLID CONNECTION
CANNOT BE MADE, USE EPDXY
(0.125"X3.5" STAINLESS STEEL)
DOOR OPENING CAN BE SHIMMED AS
NEEDED
• ALL SEAMS MUST BE SEALED AFTER
INSTALLATION OF DOOR
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
0
00 0 0 0 0 0
0
0 0 0 0 0 0 0 0
0
(N) 2"X4"X1/8" STEEL TUBE
(SEE CONNECTION DETAIL)
(N) 2"X2"X1/8" STEEL ANGLE
(BOTH SIDES OF CUT)
2X6 DOOR FRAME
ANCHOR FRAMING
TO EXISTING
BASEMENT WALL
(N)
FRAMED1
o
o
EGRESS
-
OPENING
1!01
NOTES TO BUILDER:
(E) _ "EXISTING"
(N) _ "NEW"
• STEEL PLATE FASTENERS MUST BE
4"X3.5" STAINLESS STEEL
• STEEL PLATE MUST BE INSTALLED ON
BOTH SIDES OF DOUBLE TOP -PLATE
• 2" MINIMUM EDGE DISTANCE ON
FASTENERS
• ANCHOR DOOR FRAME TO EXISTING
BASEMENT WALL WITH CONCRETE
ANCHORS. IF SOLID CONNECTION
CANNOT BE MADE, USE EPDXY
(0.125"X3.5" STAINLESS STEEL)
DOOR OPENING CAN BE SHIMMED AS
NEEDED
• ALL SEAMS MUST BE SEALED AFTER
INSTALLATION OF DOOR
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
CONNECTION DETAIL B -B
SCALE: 1" = 1'-0"
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
BASEMENT
WALL
BASEMENT
FLOOR LEVEL
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
1/8" STEEL 1/8" STEEL -
GUSSET GUSSET
PLATE PLATE
- 5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
DE
SEE CONNECTION
DETAIL (P. 14)
NEW
RETAINING
WALL
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
a' d.
° .• d
- 5/16" X 3" 5/16" X 3"
STEEL
STEEL
THROUGH
THROUGH
BOLT
BOLT
-5/16"X3"
5/16"XY
° °
STEEL
STEEL
THROUGH
THROUGH
° v
BOLT
BOLT
a n
-- 2"X4"X1/8" STEEL
a . 4
TUBE
°
v
5/16"X3
Q as .
STEEL
d
CONCRETE
°
ANCHOR
° v
(EPDXIED)
° °
a
v
a
56"X31
°
d ° 2F •
STEEL
°
c d
CONCRETE
° a d
ANCHOR
°.
° °
(EPDXIED)
v
4 ° d
�.
5/16"X3"
STEEL
°' v
CONCRETE
ANCHOR
(EPDXIED)
a d.
°
d a
5%16 X3
d
°
STEEL
d a
CONCRETE
.4 °
_ ANCHOR
(EPDXIED)
SEE CONNECTION
DETAIL (P. 14)
NEW
RETAINING
WALL
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
DETAIL C -C: STAIRWAY ELEVATION
SCALE: 112" = 1'-0"
m
RADS I 11 11 1 1 1 1 1// 1 1 1 1 1 1 1 ILANDING
�• � i I -III -I I -I I -
11" ;Q 1= 1= 3" OF 1/2" CRUSHED
_ _ STONE REQUIRED 1I
7 IIII I UNDER STAIRCASE -
3'-0" . ' POUR
'°� • � = 1=III= I I= 11= I=1 1=III=III=
3" LANDING I I- I I -III 111 -III- I -III- I- (- 1
�° I I i - • ADD NO.4 REBAR UNDER -
-I EACH STEP AND EPDXY
INTO MIN. TA E INN (I WALL
L
- -
_11111111117HI I =-
�' •
CO
-1 1=11=11 I=1 I = ==1
III -I I �� I I -III III III -III III III � � � III III III -I I I
1/2" CRUSHED STONE
4" DRAIN TILE
3" LANDING
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
CONNECTION DETAIL 1 (NTS
PLAN VIEW
BASEMENT -
WALL
vv
v
77 V
1 ' v v �
PROPOSED 2"X4" STEEL TUBE
OPENING (AT TOP OF
EXCAVATION)
I
BASEMENT
WALL
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS) r�
5/16"X3"
f. STEEL
CONCRETE
ANCHOR
(EPDXIED)
NEW
RETAINING
WALL
- NEW
RETAINING
WALL
DETAIL 3
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
SIGNED: 4/24/2020
EXPIRES: 10/31/2021
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
2"X4"X1/8" --
STEEL
TUBE
DETAIL I
BASEMENT -
WALL
DETAIL 2
5/16" X Yt -- /
STEEL
THROUGH
BOLT
- 5/16"X3"
STEEL
1/8" STEEL
CONCRETE
GUSSET
ANCHOR
PLATE
(EPDXIED)
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
2"X4"X1/8"
STEEL
TUBE
5/16" X 3"
STEEL
THROUGH
BOLT
1/8" STEEL
GUSSET
PLATE
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
ih 4 d City of Wheat Ridge
y Y
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO:
201901035
ISSUED:
06/11/201_9
JOB ADDRESS:
3385 Chase St
EXPIRES:
06/10/2020
JOB DESCRIPTION:
Basement remodel - convert unfinished
mechanical
to smaller, closed
mechanical room, bathroom and utility;
finished
room will be extended; new
1h
furnace, electrical panel - 418 sq ft
total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
r **REVISION: Egress wall was bumped out on landing to make room for the sump
pump, resulting in additional bracing required on existing basement wall.
Also using concrete instead of blocks for the walls; No added valuation
*** CONTACTS ***
OWNER (661)203-5672 WOODARD KELSEY
SUB (720)329-9326 ROBERT OCTOBER MCKNI 190139 KES ELECTRIC
SUB (303)877-0734 Joey VAlenzuela 180187 EcoVerde Mechanical Corp
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 30,000.00
FEES
Total Valuation 0.00
Plan Review Fee 324.71
Use Tax 630.00
Permit Fee 499.55
** TOTAL ** 1,454.26
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I. the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. If professionals are hired, those contractors are licensed with the
City of Wheat Ridge and are listed on the permit. Consultations and inspections will only
be performed with the homeowner of record present.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 06/10/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
**REVISION: Egress wall was bumped out on landing to make room for the sump
pump, resulting in additional bracing required on existing basement wall.
Also using concrete instead of blocks for the walls; No added valuation
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tlxe 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 permzt. I further attest that I am legally authorized to include al
I entities named within this document as parties to the work to be
perfornied 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 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of 1 permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable W,c or any ordirp9ce 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.
Online Form Submittal: Solar PV Installation - CommDev Permits https://wrmail.ci.wheatridge.co.us/owa/#viewmodel=ReadMessageItem&...
Online Form Submittal: Solar PV Installation
no-reply@ci.wheatridge.co.us
Fri 3/27/2020 11:33 AM
To:CommDev Permits <Permits@ci.wheatridge.co.us>;
Categories: Dina
Solar PV Installation
This application is exclusively for Solar PV Installations
YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM 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 Solar Yes
PV Installation?
PROPERTY INFORMATION
Property Address 3855 Chase Street Wheat Ridge , Colorado 80212
-----------------------------------------------------------------------
-
Property Owner Name Josh Robbins
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Attach Electronic Payment
Form - **DO NOT ATTACH
RANDOM DOCUMENTS**
303-829-7247
mailto:joshjrobbins@yahoo.com
Electronic Payment Form Wheat Ridge (1)_pdf
CONTRACTOR INFORMATION
Contractor Business Name
Wheat Ridge Contractor's
License Number (This is a 5
or 6 digit number for the City
BRS Field Ops, LLC
`f:Ilym
1 of 3 04/01/2020, 9:36 AM
Online Form Submittal: Solar PV Installation - CommDev Permits https://wrmail.ci.wheatridge.co.us/owa/#viewmodel=ReadMessageItem&...
of Wheat Ridge)
Contractor Phone Number 800-377-4480
(enter WITH dashes, eg
303-123-4567)
Contractor Email Address permitting.department@blueravensolar.com
Retype Contractor Email permitting.department@blueravensolar.com
Address
DESCRIPTION OF WORK
Scope of Work INSTALLATION OF UTILITY INTERACTIVE PHOTOVOLTAIC
SOLAR SYSTEM 6.4 kW DC PHOTOVOLTAIC SOLAR
ARRAY ROOF TYPE: Trapezoidal Metal MODULES: (20) Trina
320 INVERTER(S): Enphase IQ7 Microinverters----- RACKING:
Unirac SolarMount LT
KW
6.40
# of Panels
20
Location of Panels
garage roof
Structural required
Yes
Upload engineer letter or
Robbins Residence Wheat Ridge CO-S.pdf
pages on 8 1/2" x 11" only
Solar Installation Plan Set on
Permit Pack 2181 Josh Robbins -S (!)_pdf
11"x17" only.
Project Value (contract value
$14,747.70
or cost of ALL materials and
labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full responsibility
Yes
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 may Yes
not begin on this property
until a permit has been
issued and posted on the
property.
2 of 3 04/01/2020, 9:36 AM
Online Form Submittal: Solar PV Installation - CommDev Permits
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.
Person Applying for Permit Greg Reinhardt
I attest that everything stated Yes
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.
https://wrmail.ci.wheatridge.co.us/owa/#viewmodel=ReadMessageItem&...
Email not displaying correctly? View it in your browser.
3 of 3 04/01/2020, 9:36 AM
PROJECT DESCRIPTION:
EGRESS STAIRWELL - REINFORCING
SPECIFICATIONS
PROJECT LOCATION:
3385 CHASE ST. WHEAT RIDGE, CO 80212
CONTENTS:
PAGE 0:
OVERVIEW
PAGE 1:
SITE PLAN
PAGE 2:
DETAIL KEY
PAGE 3:
FOUNDATION PLANS
PAGE 4:
BASEMENT WALL CUT -PLANS
PAGE 5:
FRAMING PLAN (A -A)
PAGE 6:
CONNECTION DETAIL
PAGE 7: CONNECTION DETAIL (B -B)
VICINITY: NOT TO SCALE
W 35111 Ave W 351h Ave
Panorama Park
2 Retreat At Highlands Q
ampers
DESIGN CRITERIA:
■ IRC 2012
* WIND LOAD =105 MPH, EXP C
• SNOW LOAD (PG) = 30 PSF
• FLOOR LIVE LOAD = 40 PSF
"V s.
ol�JJ�s SCJ o� �y
�� /S" VO
S w
o
SATELLITE: NOT TO SCALE
DESCRIPTION:
APPENDIX TO EXISTING PLANS PER FIELD
CHANGES
■
010 0%
rgQtR�d90
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
OVERVIEW
REVISION:
C - 4/14/2020
PAGE:
0
Wheat Ridge Library C)
Jefferson County...
9 Panorama Height
of tgly�
Apartments
Feel the Beat
W 32nd Ave
W 32nd Ave
K
9
9
0
to
Ln
O W 301h Ave
w
a
a
ASFtI8n4
f
Wheatrndge Manor
d
�
Reservoir
9 Care Center
DESIGN CRITERIA:
■ IRC 2012
* WIND LOAD =105 MPH, EXP C
• SNOW LOAD (PG) = 30 PSF
• FLOOR LIVE LOAD = 40 PSF
"V s.
ol�JJ�s SCJ o� �y
�� /S" VO
S w
o
SATELLITE: NOT TO SCALE
DESCRIPTION:
APPENDIX TO EXISTING PLANS PER FIELD
CHANGES
■
010 0%
rgQtR�d90
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
OVERVIEW
REVISION:
C - 4/14/2020
PAGE:
0
GENERAL PLAN NOTES:
1) ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2) ALL DISCREPANCIES WITH EXISTING SITE CONDITIONS SHALL BE
REPORTED TO THE E.O.R.
3) CONTRACTOR OR OTHER PARTIES INVOLVED IN CONSTRUCTION SHALL
USE GIVEN DIMENSIONS ONLY - DO NOT SCALE DRAWINGS.
4) ANY COMPONENTS AND/OR BUILDING SYSTEMS NOT DETAILED IN THESE
DRAWINGS SHALL BE INSTALLED PER MANUFACTURERS MINIMUM
RECOMMENDATIONS.
5) E.O.R. SHALL BE NOTIFIED OF ANY CONFLICTS RESULTING FROM
INSTALLATION OF COMPONENTS AND/OR BUILDING SYSTEMS NOT
SPECIFIED IN THESE DRAWINGS.
6) ALL APPLICABLE BUILDING CODES AND ORDINANCES SHALL BE ADHERED
TOO DURING CONSTRUCTION. IN ANY CASE WHERE THE DETAILS OF
THESE DRAWINGS DEVIATE FROM ANY CODES AND/OR ORDINANCES, THE
CODES AND/OR ORDINANCES SHALL GOVERN.
7) ANY WOOD MATERIAL EXPOSED TO WEATHER OR IN DIRECT CONTACT
WITH CONCRETE SHALL PRESSURE TREATED FOR OUTDOOR USE.
8) ALL WORK SHALL COMPLY WITH (INCLUDING LOCAL AND STATE
AMENDMENTS):
A) BUILDING CODE YEAR AS IDENTIFIED IN THE "PROJECT DATA" FIELDS
9) TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR FOR
THE STRUCTURE UNTIL ALL CONNECTIONS HAVE BEEN PROPERLY MADE
PER THE PLANS.
10) JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
11) ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM
UNDER -FLOOR GRADE PRIOR TO THE STRUCTURE BEING OCCUPIED.
12) CLASS "C" ROOFING MATERIAL SHALL BE INSTALLED FOR FIRE
PROTECTION.
13) ALL CONCEALED DRAFT OPENINGS SHALL BE PROVIDED WITH FIRE
BLOCKING TO BLOCK THE UNHINDERED PASSAGE OF FLAMES.
14) EXTERIOR SHEATHING SHALL BE COMPLETELY DRY PRIOR TO APPLYING
EXTERIOR COVER.
15) WALL FINISHES AND/OR INTERIOR WALL COVERINGS SHALL BE INSTALLED
IN ACCORDANCE WITH IRC CHAPTER 7.
16) MATERIALS USED IN CONSTRUCTION IF PLACED ON ANY PART OF
STRUCTURE SHALL BE POSITIONED UNIFORMLY AND SPREAD OUT AS TO
NOT OVERLOAD THE STRUCTURE. DESIGN LIVE LOAD SHALL NOT BE
EXCEEDED.
FOUNDATION NOTES
1) ALL FOOTINGS SHALL BE EXCAVATED TO REQUIRED DEPTHS AND
DIMENSIONS ONLY (AS INDICATED IN THESE PLANS). CONTRACTOR SHALL
NOT OVER EXCAVATE OR DISTURB SOIL AT HIGHER ELEVATIONS.
2) FOUNDATION SHALL BE EXCAVATED TO COMPACTED/UNDISTRIBED EARTH.
3) FOUNDATIONS SHALL NOT BE POURED/BUILT UNTIL ALL REQUIRED
HARDWARE, REINFORCEMENT, PIPES, CONDUIT, ETC. IS POSITIONED.
4) ANY DRY EXCAVATIONS MUST BE MOISTENED PRIOR TO POURING
CONCRETE. ANY EXCAVATIONS THE ARE WET OR WITH STANDING WATER
SHALL BE DRIED.
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN THE EXCAVATION AND INSTALLATION OF FOUNDATION
ACCORDING TO FEDERAL, STATE, AND LOCAL ORDINANCES.
TIMBER NOTES
1) ALL STRUCTURAL LUMBER SHALL COMPLY WITH 2012 IBC SECTION 2303.1
2) MINIMUM LUMBER GRADE SHALL BE AS FOLLOWS:
2)1) STUDS, BLOCKING, PLATES: STUD GRADE
2)2) JOISTS, RAFTERS: #2 OR BETTER
2)3) BEAMS, POSTS, HEADERS: #1 OR BETTER
3) ALL TIMBER/LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO
WEATHER OR EARTH SHALL BE PRESSURE TREATED.
4) ALL PLYWOOD SHEATHING SHALL BE GRADE -MARKED BY THE AMERICAN
PLYWOOD ASSOCIATION (APA).
CONCRETE/MASONRY NOTES
1) ALL CONCRETE USED IN STRUCTURE SHALL HAVE:
A) COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
B) MAXIMUM SLUMP OF 5" FOR ALL FOOTINGS AND SLABS.
C) W/C RATIO OF 0.60 OR LESS FOR ALL FOUNDATIONS, AND 0.55 OR
LESS FOR ALL SLABS AND COLUMNS.
D) STANDARD DRY -WEIGHT DENSITY.
2) ALL CONCRETE SHALL BE IN COMPLIANCE WITH THE 2018 IBC CHAPTER 19.
3) ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I OR 11 AND SHALL BE
IN COMPLIANCE WITH ASTM C150.
4) ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ASTM C33:
MAXIMUM AGGREGATE SIZES:
A) FOOTINGS: 1-1/2"
B) ALL OTHER WORK: 1"
5) MINIMUM COVER FOR CONCRETE REINFORCEMENTS SHALL BE:
5)1) PERMANENTLY EXPOSED TO WEATHER OR EARTH.
A) CAST AGAINST EARTH: 3"
B) CAST AGAINST FORMS: 2"
5)2) NOT EXPOSED TO WEATHER OR EARTH.
A) SLABS: 3/4"
B) COLUMNS: 1-1/2"
6) MINIMUM LAP LENGTH FOR REINFORCEMENT SPLICING SHALL BE 48 BAR
DIAMETER. SPLICES SHALL ALL BE STAGGERED.
7) MINIMUM EMBEDMENT FOR ALL ANCHOR BOLTS SHALL BE:
A) 5/8" DIA.: 7"
B) 3/4" DIA.: 8"
C) 7/8" DIA.: 9"
D) 1" DIA.: 10"
ALL ANCHOR BOLTS THAT ARE EXPOSED TO TREATED LUMBER SHALL BE
GALVINIZED ZINC OR STAINLESS STEEL MATERIAL. COORDINATE OVERALL
LENGTH OF ANCHOR BOLTS WITH BOTTOM PLATES USED IN
CONSTRUCTION.
8) PROVIDE CONTROL JOINTS TO ALL CONCRETE SLABS SUCH THAT THE
TOTAL AREA DOES NOT EXCEED 400 SQ. FEET.
9) CONTRACTOR SHALL NOTIFY E.O.R. PRIOR TO PLACING PIPES, DUCTS,
CHASES, SLEEVES, CORING, AND OPENING ON OR THROUGH CONCRETE
FOOTINGS, FLOORS, OR COLUMNS UNLESS SPECIFICALLY NOTED ON
THESE PLANS.
10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN DESIGNING, INSTALLING, MAINTAINING AND REMOVING ALL
FORM WORK.
11) REMOVES FORM WORK BASED ON THE FOLLOWING SCHEDULE:
A) FORMS AT SLAB EDGE: 1 DAY
B) SIDE FORMS AT FOOTINGS: 2 DAYS
C) COLUMNS: 7 DAYS
FASTENER NOTES
1) NAILS:
1)1) ALL NAILS SHALL BE OF THE "COMMON" TYPE (UNO).
1)2) SHALL NOT BE DRIVEN NEAR EDGE OR END OF MEMBER, EXCEPT FOR
SHEATHING.
1)3) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE TREATED WOOD.
1)4) ALL NAILING SHALL BE IN COMPLIANCE WITH 2018 IBC TABLE 2304.10.1.
2) LAG SCREWS:
2)1) SHALL ONLY BE INSTALLED IN PRE -DRILLED HOLES.
2)2) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE -TREATED WOOD.
3) BOLTS:
3)1) SHALL COMPLY WITH ASTM F1554 GRADE 36.
3)2) SHALL ONLY BE INSTALLED IN PRE -DRILLED HOLES NO LARGER THAN
1/16" LARGER THAN BOLT DIAMETER.
3)3) SHALL HAVE STANDARD WASHER AND NUT WHEN INSTALLED AGAINST
WOOD.
3)4) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE -TREATED WOOD.
4) ANCHOR BOLTS:
CARPENTRY NOTES
1) REFER TO 2012 IBC 2304.10.1 FOR MINIMUM NAILING REQUIREMENTS.
2) ALL FRAMING MEMBER SHALL HAVE SOLID BEARING WITHOUT THE USE OF
SHIMS.
3) CONTINUOUS DOUBLE TOP PLATES SHALL BE USED ON ALL WALLS.
4) WALL STUDS:
4)1) USE 2X4 STUDS AT 16" O.C. FOR ALL NON -LOAD BEARING WALLS.
4)2) USE 2X6 STUDS AT 16" O.C. FOR ALL LOAD BEARING WALLS.
5) BLOCKING:
5)1) PROVIDE 2X BLOCKING BETWEEN TRUSSES AND RAFTERS AT LOAD
BEARING WALLS.
6) NOTCHING:
6)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
6)2) MULTIPLE NOTCHES IN THE SAME MEMBER SHALL BE SPACED 18"
APART.
7) BORING:
7)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
7)2) MULTIPLE HOLES IN THE SAME MEMBER SHALL BE SPACED 18" APART.
8) BEARING:
8)1) A MINIMUM OF 3" BEARING FOR ALL BEAMS, RAFTERS, HEADERS, AND
TRUSSES.
9) POSTS:
9)1) POSTS LOCATED INSIDE WALLS SHALL HAVING BEARING ON BOTTOM
PLATE AND BE CONTINUOUS FROM TOP TO BOTTOM.
9)2) POSTS SHALL BE PROVIDED UNDER ALL BEAMS EQUAL TO THE WIDTH
OF THE BEAM.
9)3) ISOLATED POSTS SHALL BE SEATED IN SIMPSON POST OF COLUMN
BASE.
10) ROOF FRAMING:
10)1) FRAME RAFTERS WITH THE CROWN UP.
10)2) PROVIDE MINIMUM W OF BEARING
10)3) PROVIDE FULL DEPTH 2X BLOCKING BETWEEN RAFTERS AT LOAD
BEARING WALLS
10)4) PLYWOOD SHALL BE INSTALLED WITH GRAIN ACROSS FRAMING.
FULLY NAIL WITH COMMON NAILS PER PLAN SET.
10)5) PROVIDE SIMPSON CLIPS TO ALL PLYWOOD JOINTS RUNNING
PERPENDICULAR TO FRAMING.
11) SHEARWALLS:
11)1) REFER TO PLAN SET FOR SHEARWALL LOCATIONS.
11)2) SHEARWALLS TO BE NAILED WITH COMMON NAILS WITH A MINIMUM
3/8" EDGE DISTANCE TO FRAMING MEMBER OR PANEL.
11)3) OSB MAY BE USED INSTEAD OF PLYWOOD.
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
DESIGN CRITERIA/
BUILDING CODE
BUILDING CODE: 2012 IRC
LIVE LOAD: 40 PSF
GROUND SNOW LOAD: 30 PSF
FROST DEPTH: 36 INCHES
WIND LOAD: 105 MPH
EXPOSURE C
0
ec.
SITE PLAN
SCALE: 1/8" = l' -0 -
I
NORTH
PROPERTY
LINE
:BASEMENT
Aw
pump--
Tit.
BCH
�. SUMP DRAIN - ROUTE 10 FT (MIN)
AWAY FROM HOME PLACE IN
TRENCH (36" DEPTH MIN.)
PROPOSED EGRESS
STAIRWELL
EAST
lw PROPERTY
LINE
n
r�
04 0%
�N�eatR,d90
%5%00
J�1=
7
SIGNED: 4/15/20-20-
EXPIRES:
/15/2020EXPIRES: 10/31/2021
STAIRWELL - DETAIL KEY
SCALE: 1" = V-0"
FLl
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
a STAIRWELL -
DETAIL KEY
REVISION:
C - 4/14/2020
PAGE:
2
FOUNDATION PLANS
SCALE: 1/2" = 1'-0"
T7nT TXT" A TT"XT TILT A TT . A _ A
'jUALL: l •• = l • -U"
36"
XT(1TRC 'rn RT TIFF n1912 -
Jul
FOUNDATION DETAIL: B -B
SCALE: 1" = 1'-0"
• USE EXTREME CAUTION WHEN
EXCAVATING.
NO.6 VERTICALS • NOTIFY THE E.O.R. AND STOP WORK
AT 32" OC. IF A DRAINAGE LINE IS NOT FOUND.
° #4 LONGITUDINAL BARS SIGNIFICANT DESIGN CHANGES ARE
(w OC ) LONG HEIGHT OF RE IF THERE IS NO DRAINAGE
NEW 8" CONCRETE WALL: RETAINING STRUCTURE MUST BE
• VERTICAL #6 REBAR @ 32" OC BACKFILLED WITH SAND/ GRAVEL
• LONGITUDINAL #4 REBAR @
° TOC MIX. THE TOP 2" OF BACKFILL MUST
•
BE CLAY/NONPERMEABLE SOIL,
4' SLOPING AWAY FROM THE WELL
a
A
(3) #4 LONGITUDINAL BARS.
3" MINIMUM COVER 0
POURED
CONCRETE
FOOTER
ALL GUTTER DOWNSPOUTS MUST BE
DIRECTED AT LEAST 3 FEET AWAY
FROM THE EDGE OF THE WELL
7
2" CMU COVER
NO.6 VERTICALS
AT 32" OC.
NEW 8" CONCRETE WALL:
• VERTICAL #6 REBAR @ 32" OC
• LONGITUDINAL #4 REBAR @
TOC
2" DIAMETER WEEP HOLE
• 6" ABOVE STEPS
,ONGITUDINAL BARS
IC ALONG HEIGHT OF
LL)
#4 LONGITUDINAL BARS.
MINIMUM COVER
ti
OURED
'ONCRETE
'OOTER
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80712
SHEET:
FOUNDATION
PLANS
REVISION:
C - 4/14/2020
PAGE:
3
BASEMENT WALL CUT -PLANS
SCALE: 1/2" = 1'-0"
NOTES TO BUILDER:
(E) _ "EXISTING"
(N) _ "NEW"
• BRACE THE
INSIDE OF THE
BASEMENT WALL
PRIOR TO
MAILING CUT
• BRACE THE FLOOR JOISTS PRIOR TO
MAKING CUT
• CUT SHOULD BE FLUSH WITH INSIDE
EDGE OF CONCRETE RETAINING WALL
(CUT MUST BE COMPLETED FROM
INSIDE BASEMENT). ALLOW
CONCRETE TO FULLY -SET (24 HOURS
MIN.) BEFORE INSTALLING CONCRETE
ANCHORS
• USE EXTREME CAUTION WHEN
EXCAVATING. DO NOT DISTURB
HOME'S FOOTING.
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
6--l"
6" 2'-3-
(E) I -BEAD SILL
4 —
a (E) WINDOW
° 4°
l'-7"
0
° °
a. .
(E) BASEMENT
WALL
JEA
4
n
Al
(N)
EGRESS
QPEAIID�
rA
M-4
4 Q
° 4
° -4
a•
(E) BASEMENT
WALL
G
4 Q
(E) B SEMEMT -FLOOR LEVEL
4 Q•
(E) FOUNDATION �•,:.... ;:: ,
NOTE: THIS AREA MUST
BE BUILT BACK UP WITH
CMU BLOCK
VERTICAL CUT
NO. 2: T-3" LONG
VERTICAL CUT ok
NO. 1: 6'-1" LONG 0-0 �0
a
0
KELSEY WOODARD
��
_
3385 CRASE ST.
WHEAT RIDGE, CO 50212
SHEET:
a
BASEMENT WALL
CUT -PLANS
REVISION:
HORIZON
CUT: 3'-10: LONG.
C - 4/14/2020
FLUSH WITH
BASEMENT SLAB
PAGE:
` 4
FRAMING PLAN: DETAIL A -A
SCALE: 1/2" = I`-0"
DOUBLE 2X6 TOP PLATE
(PRESSURE TREATED
W/ 3" X 46" X 8"
STAINLESS STEEL
PLATE
FILL SEGMENT OF EXISTING KgNDOW
HOLE WITH CMU. SUPPORT I -BEAM
SILL WITH THE BLOCKS
• FULLY GROUTED
• RUNNING BOND
2X6 DOOR FRAME
NEW 8" CONCRETE WALL:
• VERTICAL #6 REBAR @ 32" OC
• LONGITUDINAL #4 REBAR @ 2'
OC
ANCHOR FRAMING
TO EXISTING
BASEMENT WALL
(N) 2"X2"X1/8" STEEL ANGLE —
(BOTH SIDES OF CUT)
FASTEN STEEL ANGLE TO BASEMENT
WALL WITH 5/16" X 3" CONCRET]
ANCHORS + EPDX1
(3 TOTAL PER ANGLE
2X6 BOTTOM PLATE
(PRESSURE TREATED)
FASTEN STEEL ANGLE TO BASEMENT
WALL WITH 5/16" X 3" CONCRETE
ANCHORS + EPDXY
(3 TOTAL PER ANGLE)
NOTES TO BUILDER:
(E) _ "EXISTING"
(N) _ "NEW"
• STEEL PLATE FASTENERS MUST BE
4"X3.5" STAINLESS STEEL
• STEEL PLATE MUST BE INSTALLED ON
BOTH SIDES OF DOUBLE TOP -PLATE
• 2" MINIMUM EDGE DISTANCE ON
FASTENERS
• ANCHOR DOOR FRAME TO EXISTING
BASEMENT WALL WITH CONCRETE
ANCHORS. IF SOLID CONNECTION
CANNOT BE MADE, USE EPDXY
(0.125"X3.5" STAINLESS STEEL)
• DOOR OPENING CAN BE SHIMMED AS
NEEDED
• ALL SEAMS MUST BE SEALED AFTER cm oc
INSTALLATION OF DOOR �tRea9e
re
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v
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
0
0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
of.
o u
(N) 2"X4"X1/8" STEEL TUBE
I
y
(SEE CONNECTION DETAIL)
(N) 2"X2"X1/8" STEEL ANGLE
(BOTH SIDES OF CUT)
I
2X6 DOOR FRAME
ANCHOR FRAMING
TO EXISTING
G
I
BASEMENT WALL
S
FRAMED
o
0
EGRESS
}
OPENING
0
NOTES TO BUILDER:
(E) _ "EXISTING"
(N) _ "NEW"
• STEEL PLATE FASTENERS MUST BE
4"X3.5" STAINLESS STEEL
• STEEL PLATE MUST BE INSTALLED ON
BOTH SIDES OF DOUBLE TOP -PLATE
• 2" MINIMUM EDGE DISTANCE ON
FASTENERS
• ANCHOR DOOR FRAME TO EXISTING
BASEMENT WALL WITH CONCRETE
ANCHORS. IF SOLID CONNECTION
CANNOT BE MADE, USE EPDXY
(0.125"X3.5" STAINLESS STEEL)
• DOOR OPENING CAN BE SHIMMED AS
NEEDED
• ALL SEAMS MUST BE SEALED AFTER cm oc
INSTALLATION OF DOOR �tRea9e
re
��
v
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
CONNECTION DETAIL 1 (NTS)
PLAN VIEW
BASEMENT {�
WALL
PROPOSED
OPENING
BASEMENT
WALL
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
NEW
RETAINING
WALL
p I 1
2"X4" STEEL TUBE
(AT TOP OF
EXCAVATION)
NEW
RETAINING
WALL
f
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
2"X4"X1/8"
STEEL
TUBE
DETAIL 1
BASEMENT
5/16" X 3"
STEEL
THROUGH
BOLT
1/8" STEEL —�
GUSSET
PLATE
1/8" STEEL
E
Y INTO
VIENT WALL
(3) ANCHORS)
2"X4"X1/8"
STEEL
TUBE
X 3"
1
DUGH
r
1/8" STEEL
GUSSET
PLATE
air
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
%I
Gilliland
ENGINEERING
Address: 2225 N GILPIN ST DENVER, CO 80205
Phone: 330.512.3^56
E -Mail: Eric@G-Engineering.net
v
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
"
WHEAT RIDGE, CO 80212
SHEET:
CONNECTION
DETAIL
REVISION:
5/1611X3"
C - 4/14/2020
STEEL
CONCRETE
PAGE:
ANCHOR
(EPDXIED)
6
CONNECTION DETAIL B -B
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
2"X2"X1/8" STEEL
ANGLE
(EPDXY INTO
BASEMENT WALL
WITH (3) ANCHORS)
BASEMENT
WALL
BASEMENT
FLOOR LEVEL
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
1/8" STEEL 1/8" STEEL —
GUSSET GUSSET
PLATE PLATE
5/16" X 3"
5/16" X 3"
STEEL
STEEL
THROUGH
THROUGH
BOLT
BOLT
5/16" X 3"
5/16" X 3"
STEEL
STEEL
THROUGH
THROUGH
BOLT
BOLT
as
2"X4"X1/8" STEEL
TUBE
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
5/16"X3"
STEEL
CONCRETE
ANCHOR
(EPDXIED)
LADE
8
d
'
v
a_
a
as
.
a
NEW
RETAINING
WALL
SIGNED: 4/15/2020
EXPIRES: 10/31/2021
z
�a
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time (Z AM/PM
Re -Inspection required: 1(es,' No
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge. co. uslinspection
Date: H' ��a' Z_G�� Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 06/10/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
*** CONTACTS ***
OWNER (661)203-5672 WOODARD KELSEY
SUB (720)329-9326 ROBERT OCTOBER MCKNI 190139 KES ELECTRIC
SUB (303)877-0734 Joey VAlenzuela 180187 EcoVerde Mechanical Corp
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 30,000.00
FEES
Total Valuation 0.00
Plan Review Fee 324.71
Use Tax 630.00
Permit Fee 499.55
** TOTAL ** 1,454.26
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. If professionals are hired, those contractors are licensed with the
City of Wheat Ridge and are listed on the permit. Consultations and inspections will only
be performed with the homeowner of record present.
NOT APPROVED AS AN INDEPENDENT DWELLING UNIT.
r
City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901.035
PERMIT N0:
201901035
ISSUED:
06/11/2019
JOB ADDRESS:
3385 Chase St
EXPIRES:
06/10/2020
JOB DESCRIPTION:
Basement remodel - convert unfinished
mechanical
to smaller, closed
mechanical room, bathroom and utility;
finished
room will be extended; new
furnace, electrical panel - 418 sq ft
total
**REVISION: Adding egress window in front yard. Added valuation: $8,000
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 pennrt. I further attest that I am legally authorized to include all entities named within this document as partes 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 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 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 perm' shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code q+'g' ordinance orgegulation 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.
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Gilliland 2225 N. Gilpin St.
� ENGINEERING Denver, CO 80205
330b12-3756
1/28/2020
Certification Letter for Egress Stairwell
To whom it may concern,
This letter is to certify that the proposed egress stairwell located at 3385 Chase St., Wheat Ridge,
CO 80212 has been evaluated for compliance with the below listed building code & design criteria
• 2012 IRC w/ Wheat Ridge Amendments
Ground Snow Load = 30 psf
m Wind Load =105 MPH, Exp. C
The design was found to be compliant with the above listed building code and is acceptable for
construction.
If any questions arise on the above mentioned, please feel free to reach out
e
Sincerely,
Signed: 1/28/2020
Expires: 10/31/2021
Eric Gilliland, P.E.
330.612.3756
PROJECT DESCRIPTION:
EGRESS STAIRWELL INSTALLATION
PROJECT LOCATION:
3385 CHASE ST. WHEAT RIDGE, CO 80212
CONTENTS:
DESIGN CRITERIA:
• IRC 2012
• WIND LOAD =105 MPH, EXP C
• SNOW LOAD (PG) = 30 PSF
• FLOOR LIVE LOAD = 40 PSF
PAGE 0:
OVERVIEW
PAGE 1:
SITE PLAN
PAGE 2:
STAIRWELL PLAN
PAGE 3:
STAIRWELL DETAIL KEY
PAGE 4:
FOUNDATION PLANS
PAGE 5:
BASEMENT WALL CUT -PLANS
PAGE 6:
DETAIL A -A
PAGE 7:
DETAIL B -B
Work shall comply with the following
PAGE 8:
DETAIL C -C codes: 2012 IRC, 2012 IECC & 2017
PAGE 9:
DETAIL D -D NEC, Colorado Plumbing Code
VICINITY: NOT TO SCALE
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Signed: 1/28/2020
Expires: 10/31/2021
SATELLITE: NOT TO SCALE
DESCRIPTION:
• INSTALL NEW EGRESS STAIRWELL ON
EAST SIDE OF HOME, NORTH OF THE
EXISTING FRONT PORCH
• FOUNDATION MUST BE BUILT PRIOR TO
MAKING ANY CUTS IN THE FOUNDATION
WALL APPROVED
R-wiewed_far Code. p_o anee
• FOUND AT ON WALL AND FIRST FLOOR
MUST BE B CED/SHORED PRIOR TO
MAKI
1
Go;�
• DESIGN ASSUMES THE PRESENCE OF AN
EXISTING FOUNDATION DRAIN.
FOUNDATION DRAIN MUST BE PRESENT;,
TO UTILIZE THIS DESIGN °
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� ENGINEERING
Address: 2225 N GILPIN ST DENVER, CO 80205
Phone: 330.612.3756
E -Mail: Eric®G-Engineering.net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
OVERVIEW
REVISION:
A -1/28/2020
PAGE:
0
GENERAL PLAN NOTES:
1) ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2) ALL DISCREPANCIES WITH EXISTING SITE CONDITIONS SHALL BE
REPORTED TO THE E.O.R.
3) CONTRACTOR OR OTHER PARTIES INVOLVED IN CONSTRUCTION SHALL
USE GIVEN DIMENSIONS ONLY - DO NOT SCALE DRAWINGS.
4) ANY COMPONENTS AND/OR BUILDING SYSTEMS NOT DETAILED IN THESE
DRAWINGS SHALL BE INSTALLED PER MANUFACTURERS MINIMUM
RECOMMENDATIONS.
5) E.O.R. SHALL BE NOTIFIED OF ANY CONFLICTS RESULTING FROM
INSTALLATION OF COMPONENTS AND/OR BUILDING SYSTEMS NOT
SPECIFIED IN THESE DRAWINGS.
6) ALL APPLICABLE BUILDING CODES AND ORDINANCES SHALL BE ADHERED
TOO DURING CONSTRUCTION. IN ANY CASE WHERE THE DETAILS OF
THESE DRAWINGS DEVIATE FROM ANY CODES AND/OR ORDINANCES, THE
CODES AND/OR ORDINANCES SHALL GOVERN.
7) ANY WOOD MATERIAL EXPOSED TO WEATHER OR IN DIRECT CONTACT
WITH CONCRETE SHALL PRESSURE TREATED FOR OUTDOOR USE.
8) ALL WORK SHALL COMPLY WITH (INCLUDING LOCAL AND STATE
AMENDMENTS):
A) BUILDING CODE YEAR AS IDENTIFIED IN THE "PROJECT DATA" FIELDS
9) TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR FOR
THE STRUCTURE UNTIL ALL CONNECTIONS HAVE BEEN PROPERLY MADE
PER THE PLANS.
10) JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
11) ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM
UNDER -FLOOR GRADE PRIOR TO THE STRUCTURE BEING OCCUPIED.
12) CLASS "C" ROOFING MATERIAL SHALL BE INSTALLED FOR FIRE
PROTECTION.
13) ALL CONCEALED DRAFT OPENINGS SHALL BE PROVIDED WITH FIRE
BLOCKING TO BLOCK THE UNHINDERED PASSAGE OF FLAMES.
14) EXTERIOR SHEATHING SHALL BE COMPLETELY DRY PRIOR TO APPLYING
EXTERIOR COVER.
15) WALL FINISHES AND/OR INTERIOR WALL COVERINGS SHALL BE INSTALLED
IN ACCORDANCE WITH IRC CHAPTER 7.
16) MATERIALS USED IN CONSTRUCTION IF PLACED ON ANY PART OF
STRUCTURE SHALL BE POSITIONED UNIFORMLY AND SPREAD OUT AS TO
NOT OVERLOAD THE STRUCTURE. DESIGN LIVE LOAD SHALL NOT BE
EXCEEDED.
FOUNDATION NOTES
1) ALL FOOTINGS SHALL BE EXCAVATED TO REQUIRED DEPTHS AND
DIMENSIONS ONLY (AS INDICATED IN THESE PLANS). CONTRACTOR SHALL
NOT OVER EXCAVATE OR DISTURB SOIL AT HIGHER ELEVATIONS.
2) FOUNDATION SHALL BE EXCAVATED TO COMPACTED/UN DISTRIBED EARTH.
3) FOUNDATIONS SHALL NOT BE POURED/BUILT UNTIL ALL REQUIRED
HARDWARE, REINFORCEMENT, PIPES, CONDUIT, ETC. IS POSITIONED.
4) ANY DRY EXCAVATIONS MUST BE MOISTENED PRIOR TO POURING
CONCRETE. ANY EXCAVATIONS THE ARE WET OR WITH STANDING WATER
SHALL BE DRIED.
5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN THE EXCAVATION AND INSTALLATION OF FOUNDATION
ACCORDING TO FEDERAL, STATE, AND LOCAL ORDINANCES.
TIMBER NOTES
1) ALL STRUCTURAL LUMBER SHALL COMPLY WITH 2012 IBC SECTION 2303.1
2) MINIMUM LUMBER GRADE SHALL BE AS FOLLOWS:
2)1) STUDS, BLOCKING, PLATES: STUD GRADE
2)2) JOISTS, RAFTERS: #2 OR BETTER
2)3) BEAMS, POSTS, HEADERS: #1 OR BETTER
3) ALL TIMBER/LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO
WEATHER OR EARTH SHALL BE PRESSURE TREATED.
4) ALL PLYWOOD SHEATHING SHALL BE GRADE -MARKED BY THE AMERICAN
PLYWOOD ASSOCIATION (APA).
CONCRETE/MASONRY NOTES
1) ALL CONCRETE USED IN STRUCTURE SHALL HAVE:
A) COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
B) MAXIMUM SLUMP OF 5" FOR ALL FOOTINGS AND SLABS.
C) W/C RATIO OF 0.60 OR LESS FOR ALL FOUNDATIONS, AND 0.55 OR
LESS FOR ALL SLABS AND COLUMNS.
D) STANDARD DRY -WEIGHT DENSITY.
2) ALL CONCRETE SHALL BE IN COMPLIANCE WITH THE 2018 IBC CHAPTER 19.
3) ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I OR II AND SHALL BE
IN COMPLIANCE WITH ASTM C150.
4) ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ASTM C33:
MAXIMUM AGGREGATE SIZES:
A) FOOTINGS: 1-1/2"
B) ALL OTHER WORK: 1"
5) MINIMUM COVER FOR CONCRETE REINFORCEMENTS SHALL BE:
5)1) PERMANENTLY EXPOSED TO WEATHER OR EARTH.
A) CAST AGAINST EARTH: 3"
B) CAST AGAINST FORMS: 2"
5)2) NOT EXPOSED TO WEATHER OR EARTH.
A) SLABS: 3/4"
B) COLUMNS: 1-1/2"
6) MINIMUM LAP LENGTH FOR REINFORCEMENT SPLICING SHALL BE 48 BAR
DIAMETER. SPLICES SHALL ALL BE STAGGERED.
7) MINIMUM EMBEDMENT FOR ALL ANCHOR BOLTS SHALL BE:
A) 5/8" DIA.: 7"
B) 3/4" DIA.: 8"
C) 7/8" DIA.: 9"
D) 1" DIA.: 10"
ALL ANCHOR BOLTS THAT ARE EXPOSED TO TREATED LUMBER SHALL BE
GALVINIZED ZINC OR STAINLESS STEEL MATERIAL. COORDINATE OVERALL
LENGTH OF ANCHOR BOLTS WITH BOTTOM PLATES USED IN
CONSTRUCTION.
8) PROVIDE CONTROL JOINTS TO ALL CONCRETE SLABS SUCH THAT THE
TOTAL AREA DOES NOT EXCEED 400 SQ. FEET.
9) CONTRACTOR SHALL NOTIFY E.O.R. PRIOR TO PLACING PIPES, DUCTS,
CHASES, SLEEVES, CORING, AND OPENING ON OR THROUGH CONCRETE
FOOTINGS, FLOORS, OR COLUMNS UNLESS SPECIFICALLY NOTED ON
THESE PLANS.
10) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROCEDURES
INVOLVED IN DESIGNING, INSTALLING, MAINTAINING AND REMOVING ALL
FORM WORK.
11) REMOVES FORM WORK BASED ON THE FOLLOWING SCHEDULE:
A) FORMS AT SLAB EDGE: 1 DAY
B) SIDE FORMS AT FOOTINGS: 2 DAYS
C) COLUMNS: 7 DAYS
FASTENER NOTES
1) NAILS:
1)1) ALL NAILS SHALL BE OF THE "COMMON" TYPE (UNO).
1)2) SHALL NOT BE DRIVEN NEAR EDGE OR END OF MEMBER, EXCEPT FOR
SHEATHING.
1)3) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE TREATED WOOD.
1)4) ALL NAILING SHALL BE IN COMPLIANCE WITH 2018 IBC TABLE 2304.10.1.
2) LAG SCREWS:
2)1) SHALL ONLY BE INSTALLED IN PRE -DRILLED HOLES.
2)2) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE -TREATED WOOD.
3) BOLTS:
3)1) SHALL COMPLY WITH ASTM F1554 GRADE 36.
3)2) SHALL ONLY BE INSTALLED IN PRE -DRILLED HOLES NO LARGER THAN
1/16" LARGER THAN BOLT DIAMETER.
3)3) SHALL HAVE STANDARD WASHER AND NUT WHEN INSTALLED AGAINST
WOOD.
3)4) SHALL BE GALVANIZED ZINC OR STAINLESS STEEL IF IN CONTACT WITH
PRESSURE -TREATED WOOD.
4) ANCHOR BOLTS:
CARPENTRY NOTES
1) REFER TO 2012 IBC 2304.10.1 FOR MINIMUM NAILING REQUIREMENTS.
2) ALL FRAMING MEMBER SHALL HAVE SOLID BEARING WITHOUT THE USE OF
SHIMS.
3) CONTINUOUS DOUBLE TOP PLATES SHALL BE USED ON ALL WALLS.
4) WALL STUDS:
4)1) USE 2X4 STUDS AT 16" O.C. FOR ALL NON -LOAD BEARING WALLS.
4)2) USE 2X6 STUDS AT 16" O.C. FOR ALL LOAD BEARING WALLS.
5) BLOCKING:
5)1) PROVIDE 2X BLOCKING BETWEEN TRUSSES AND RAFTERS AT LOAD
BEARING WALLS.
6) NOTCHING:
6)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
6)2) MULTIPLE NOTCHES IN THE SAME MEMBER SHALL BE SPACED 18"
APART.
7) BORING:
7)1) SHALL NOT BE ALLOWED FOR ANY STRUCTURAL MEMBER UNLESS
APPROVED BY THE E.O.R.
7)2) MULTIPLE HOLES IN THE SAME MEMBER SHALL BE SPACED 18" APART.
8) BEARING:
8)1) A MINIMUM OF 3" BEARING FOR ALL BEAMS, RAFTERS, HEADERS, AND
TRUSSES.
9) POSTS:
9)1) POSTS LOCATED INSIDE WALLS SHALL HAVING BEARING ON BOTTOM
PLATE AND BE CONTINUOUS FROM TOP TO BOTTOM.
9)2) POSTS SHALL BE PROVIDED UNDER ALL BEAMS EQUAL TO THE WIDTH
OF THE BEAM.
9)3) ISOLATED POSTS SHALL BE SEATED IN SIMPSON POST OF COLUMN
BASE.
10) ROOF FRAMING:
10)1) FRAME RAFTERS WITH THE CROWN UP.
10)2) PROVIDE MINIMUM 3" OF BEARING
10)3) PROVIDE FULL DEPTH 2X BLOCKING BETWEEN RAFTERS AT LOAD
BEARING WALLS
10)4) PLYWOOD SHALL BE INSTALLED WITH GRAIN ACROSS FRAMING.
FULLY NAIL WITH COMMON NAILS PER PLAN SET.
10)5) PROVIDE SIMPSON CLIPS TO ALL PLYWOOD JOINTS RUNNING
PERPENDICULAR TO FRAMING.
11) SHEARWALLS:
11)1) REFER TO PLAN SET FOR SHEARWALL LOCATIONS.
11)2) SHEARWALLS TO BE NAILED WITH COMMON NAILS WITH A MINIMUM
3/8" EDGE DISTANCE TO FRAMING MEMBER OR PANEL.
11)3) OSB MAY BE USED INSTEAD OF PLYWOOD.
Signed: 1/28/2020
Expires: 10/31/2021
DESIGN CRITERIA/
BUILDING CODE
BUILDING CODE: 2012 IRC
LIVE LOAD: 40 PSF
GROUND SNOW LOAD: 30 PSF
FROST DEPTH: 36 INCHES
WIND LOAD: 105 MPH
EXPOSURE C
R' Gilliland
oZJ ENGINEERING
Address: 2225 N C,I I_ PIN 51 DENY ER, C080205
Phone: 330.612 3756
E -Mail: ErichGGFngmei nng.net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
NOTES
REVISION:
A -1/28/2020
PAGE:
NOTES
SITE PLAN
SCALE: 1/8" = 1'-0"
BASEM
NORTH
PROPERTY
LINE
PROPOSED EGRESS
STAIRWELL
12'-7"
1'-6"
EAST
PROPERTY
LINE
Signed: 1/28/2020
Expires: 10/31/2021
rn
STAIRWELL PLAN
SCALE: 1" = 1'-0"
8"
. ��..; 1..r�J .: • • 44, is
y-3'-5" CONCRETE LANDING PAD:' r
.. , ;. ' ' • ,gid: , d�a ' ... � . .
.44
• •.• .:. •' : d.
2-1,. P'
14.
+ .."d . +
�I .•,• . +. y A
. • :d;
.'A�•
• 4'.
'd ' •.�..' .4, .'i •. ••• d .
d .
1'
Signed: 1/28/2020
Expires: 10/31/2021
NEW CUT LOCATION
EXISTING BASEMENT
WINDOW (33"X14")
CONTINUE CMU WALL INTO
EXISTING BASEMENT WINDOW
OPENING
13'
11" TREAD LENGTH (TYP)
NEW 8" CMU WALL:
• RUNNING BOND
• FULLY GROUTED
• VERTICAL #6 REBAR @ 32" OC
4" DRAIN: TIED TO
HOME'S EXISTING
FOUNDATION DRAIN
CONCRETE LANDING
PAD (24"X46")
6"—k 1'-6"
41 Gilliland
ENGINEERING
Address: 2225 N GILPIN ST DENVER, CO 80205
Phone: 330.612.3756
E -Mail: Eric@G-Engineering.net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
STAIRWELL
PLAN
REVISION:
A -1/28/2020
PAGE:
2
STAIRWELL - DETAIL KEY
SCALE: 1" = 1'-0"
Signed: 1/28/2020
Expires: 10/31/2021
FOUNDATION PLANS
SCALE: 1/2" = 1'-0"
.— _-
1'-4"
1 11-711 3'-10"
3'-2" 11"0 STAIRWELL
WIDTH
1'-4"
FOUNDATION DETAIL: A -A
SCALE: 1" = 1'-0"
—13'-8" -------
2-1--1 -----2' - k
"•;."`�:z:'�."`�:<:�lSit �''`��:i;':i.�}x:;�?'�'s:«:;<�. ��
1 -4 y8" RETAINING -
FOOTER WALL WIDTH
WIDTH
h Y
r 5'-8„
ii,^4 'S�•
FOUNDATION DETAIL: B -B
SCALE: 1" =
NOTES TO BUILDER:
•
USE EXTREME CAUTION WHEN
EXCAVATING.
2" CMU COVER •
NOTIFY THE E.O.R. AND STOP WORK
IF A DRAINAGE LINE IS NOT FOUND.
SIGNIFICANT DESIGN CHANGES ARE
REQUIRED IF THERE IS NO DRAINAGE
NO.6 VERTICALS
LINE.
AT 32" OC.
•
RETAINING STRUCTURE MUST BE
BACKFILLED WITH SAND /.GRAVEL
8" CMU BLOCK WALL
MIX. THE TOP 2" OF BACKFILL MUST
• RUNNING BOND
BE CLAY ONPERMEABLE SOIL,
• FULLY GROUTED
SLOPING AWAY FROM THE WELL
(3) #4 LONGITUDINAL BARS.
3" MINIMUM COVER .
ALL GUTTER DOWNSPOUTS MUST BE
DIRECTED AT LEAST 3 FEET AWAY
FROM THE EDGE OF THE WELL
--POURED
CONCRETE
FOOTER
7
r - 2" CMU COVER
D. 6 VERTICALS
r 32" OC.
CMU BLOCK WALL
RUNNING BOND
FULLY GROUTED
2" DIAMETER WEEP HOLE
• 6" ABOVE STEPS
4 LONGITUDINAL BARS.
IINIMUM COVER
IURED
)NCRETE
TOTER
Signed: 1/28/2020
Expires: 10/31/2021
�'K'
"' Gilliland
ENGINEERING
Address: 2225 N GII_PIN ST DFNVER, 0080205
Phone: 330.612.3756
G-f,1ail: Frfo'O'G-Engineering.ncl
JOB ADDRESS:
KELSEY WOODARD
3355 CHASE ST.
WHEAT RIDGE, CO 50212
SHEET:
FOUNDATION
PLANS
REVISION:
A -1/28/2020
PAGE:
4
BASEMENT WALL CUT -PLANS
SCALE: 1/2" = 1'-0"
NOTES TO BUILDER:
(E) = "EXISTING"
(N) = "NEW"
• BRACE THE INSIDE OF THE BASEMENT
WALL PRIOR TO MAKING CUT
• CUT SHOULD BE FLUSH WITH INSIDE
EDGE OF CMU BLOCK WALL. THE CMU
BLOCK WALL CAN BE PARTIALLY
COMPLETED IN ORDER TO COMPLETE
CUT. ONCE CUT HAS BEEN MADE, THE
CMU WALL SHOULD BE COMPLETED
(RUNNING BOND, FULLY GROUTED)
AND TIED TO THE EXISTING
BASEMENT WALL (SEE DETAIL C -C).
ALLOW GROUT TO FULLY -SET (24
HOURS MIN.) BEFORE INSTALLING
CONCRETE ANCHORS
• USE EXTREME CAUTION WHEN
EXCAVATING. DO NOT DISTURB
HOME'S FOOTING.
• EXCAVATE IN FRONT OF BASEMENT
WALL UNTIL THE FOUNDATION DRAIN
IS FOUND
• NOTIFY THE E.O.R. AND STOP WORK IF
A DRAINAGE LINE IS NOT FOUND.
SIGNIFICANT DESIGN CHANGES ARE
REQUIRED IF THERE IS NO DRAINAGE
LINE.
4
Q
1'-2"
m -m
d 4Q
6" 2'-3" 1'-7" —
E) I -BE M SIL
(�) WINDOW
0
� � d
4
(E) BASEMENT
WALL
as
d.
(N)
EGRESS
CMPEN1NG
T-10"
Cl
C1
Q
d
a
a
4
4
(N)
EGRESS
CMPEN1NG
T-10"
Cl
C1
0
(E) BAS
WALL
w
4
C
a(E) B SEMEMT FLOO LEVEL
• • •. �(E) DRAT aa.. vvvvvvvvvvvvvvv.
00000000000000000000000000000000000000000 0000000000000000000000000
(E) FOUNDA N
Signed: 1/28/2020
Expires: 10/31/2021
NOTE: THIS AREA MUST
BE BUILT BACK UP WITH
CMU BLOCK
VERTICAL CUT
NO. 2: T-3" LONG
VERTICAL CUT
NO. 1: 6'-1" LONG
HORIZONTAL
CUT: 3'-10: LONG.
FLUSH WITH
BASEMENT SLAB
�4
a
a
a
0
(E) BAS
WALL
w
4
C
a(E) B SEMEMT FLOO LEVEL
• • •. �(E) DRAT aa.. vvvvvvvvvvvvvvv.
00000000000000000000000000000000000000000 0000000000000000000000000
(E) FOUNDA N
Signed: 1/28/2020
Expires: 10/31/2021
NOTE: THIS AREA MUST
BE BUILT BACK UP WITH
CMU BLOCK
VERTICAL CUT
NO. 2: T-3" LONG
VERTICAL CUT
NO. 1: 6'-1" LONG
HORIZONTAL
CUT: 3'-10: LONG.
FLUSH WITH
BASEMENT SLAB
DETAIL A -A
SCALE: 1/2" = 1'-0"
BASEMENT FLOOR Lm\,
FOOTER. DO NOT
DISTURB
T-11"
8" CMU WALL.
RUNNING BOND.
FULLY GROUTED
NEW CONTINUOUS
FOOTER
DING
Signed: 1/28/2020
Expires: 10/31/2021
"' Gilliland
ENGINEERING
address: 2225 N ciLPlvl ST PENVEP. co 80205
Phone: 33Q612.3756
-Niall
JOBI. rie�`G-Engmeen ng-nel
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
DETAIL A -A
REVISION:
A -1/28/2020
PAGE:
6
DETAIL B -B
SCALE: 1/2" = l' -O" NEW (36") RAILING
AROUND PERIMETER
OF WELL
2" CMU
COVER
EXISTING
I -BEAM SILL
DOUBLE 2X6 -
TOP -PLATE
(PRESSURE
TREATED)
PRESSURE
TREATED
DOOR FRAME)
8" CMU WALL.
RUNNING BOND.
FULLY GROUTED
2X6 BOTTOM PLATE
(PRESSURE
TREATED)
BASEMENT FLOOR LEVE
3"]
�LANDING
- I
6'-3"
NEW (44" X 24" X 2")
LANDING PAD
Ni
BACKFILL NEW (44" X 40" X 3")
DRAINAGE AREA LANDING PAD
WITH GRAVEL AND CONTINUOUS
COMPACT FOOTING (UNDER
NEW 4" DRAIN LINE. CMU WALL)
TIE TO
FOUNDATION BACKFILL AREA UNDERNEATH
DRAIN LINE STAIRCASE WITH NATIVE SOIL AND
COMPACT.
EXISTING
FOUNDATION TOP 3" OF BACKFILL SHOULD BE COVERED
DRAIN LINE. WITH COMPACTED GRAVEL BEFORE
POURING STAIRCASE
EXISTING HOME
MAIN FOOTING.
DO NOT DISTURB
Signed: 1/28/2020
Expires: 10/31/2021
DETAIL C -C
SCALE: 1/2" = 1'-0"
2'-3"
l'-4"
BASEMENT FLOOR LEVEL
EXISTING HOME
MAIN FOOTING.
DO NOT DISTURB
EXISTING
FOUNDATION
DRAIN LINE.
NEW 2" DIAM. \
WEEP HOLES (6" II—
ABOVE STEPS) 1 -2
1'-2"
I:=.1'- 8"
..'77.V
�w
r'
NEW SIMPSON HRS 16 in.
12 -Gauge ZMAX Galvanized
Heavy Strap Tie
FASTEN TO (E) BASEMENT
WALL AND (N) RETAINING
WALL WITH 3" TAPCON
CONCRETE ANCHORS
REQUIRED ON BOTH
RETAINING WALLS
ALLOW GROUT TO FULLY -SET
(24 HOURS MIN.) BEFORE
INSTALLING CONCRETE
ANCHORS
Signed: 1/28/2020
Expires: 10/31/2021
G
illiland
OVA
ENGINEERING
Address: 2225 N GIt PIN ST DENVER, CCS 50205
Phone: 330.b12375b
E -Mad'. Fnc�,'G-F,npnee, g_net
JOB ADDRESS:
KELSEY WOODARD
3385 CHASE ST.
WHEAT RIDGE, CO 80212
SHEET:
DETAIL C -C
REVISION:
A -1/28/2020
PAGE:
8
to
e
22' 10"
20"
14Gac -�
Bedroom
Mectn�rlic�l I� � 'x
P.mn N
O
M
I
I
5 1/2" B hruan
� I
2' 10" I
N
I .1
x
I N
.-i
Dryer M
Wsdw LNINY Roan M
3'
Drnaggeto
0
sewar.. � �titer Shutoff
33-&5 c�Xprsc S+ -
3' 10"
3 -3 -7 .< CVla s - S t-
�'Gilliland �
1/28/2020
Certification Letter for Egress Stairwell
To whom it may concern,
2225 N. Gilpin St.
Denver, CO 80205
330-612-3756
This letter is to certify that the proposed egress stairwell located at 3385 Chase St., Wheat Ridge,
CO 80212 has been evaluated for compliance with the below listed building code & design criteria
• 2012 IRC w/ Wheat Ridge Amendments
• Ground Snow Load = 30 psf
• Wind Load =105 MPH, Exp. C
The design was found to be compliant with the above listed building code and is acceptable for
construction.
If any questions arise on the above mentioned, please feel free to reach out.
Sincerely,
Signed: 1/28/2020
Expires: 10/31/2021
Eric Gilliland, P.E.
330.612.3756
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: C_ V" c
Permit Number: :;�U\ CA y
9
.L
Y
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
h ttp://www. cL wheatridge. co. uslinspection
Date: ? - 11` &, Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: moi.
Job Address:
Permit Number: r L �. C)
❑ No one available for inspection: Time ^, i `', AM/PM
Re -Inspection required: Yes No'
When corrections have been made, schedule for re -inspection online at:
http://www. ci. wheatridge. co. uslinspection
Date: t �C)JU Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: `tom. C VISA
Permit Number: �.�i 1 C1 r3 �y" 5 �'
❑ No one available for inspection: Time `' 'a AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge. co. usfinspection
Date: { (' C Z Inspector: 1
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_1�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office ® (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: (2- fl-. 1 n 5,_1 r-) i
Job Address:
Permit Number:C)1
J No one available for inspection: Time AM/PM
Re -Inspection required: Yes ,No
"When corrections have been made, callforre-inspection at 303-234-5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: �`� �' �J C� E, c_ 5 !r
Permit Number:
❑ No one available for inspection: Time s AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http://www. ci, wheatridge. co. uslinspection
Date: Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Ti s> ATWPM
Re -Inspection required: Ye No
When corrections have been made, schedule for re -inspection online at.
http:Owww.ci.wheatridge.co. ushnspec Jon
Date:-' Inspector;
f
DO NOT REm6vE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: 50 c [
Job Address:
Permit Number: [ �-
1 0-1
❑ No one a
Re -Inspection required: YeNo
When corrections have been maoe,-Vclfedule for re -inspection online at:
httpLtlwww.ci. wheatridge.co. usr►spection
Date �( Inspector'
i CITY OF WHEAT RIDGE
_��9rBuilding Inspection Division
(303) 234-5933 Inspection lin
(303) 235-2855 Office • (303) 237-8929 ax �M
INSPECTION NOTICE
Inspection Type: zia1
Job Address:w
Permit Number: ( 1 _�
' -~
❑ No one available for inspection: TiPM
Re -Inspection required: ,:�Y�eNo
When corrections have been made; 'call for re -inspection at 303-234-5933
Date: 7 Insec
�* � 4 i CITY OF WHEAT RIDGE
_1�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: Q tee, .� P\,lj
Job Address: C �n=-
Permit Number: {�
Re -Inspection required: Yes /Nodi
When corrections have been made, call for re -inspection at 303-234-5933
Date: L, ° �` �� Inspector:
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
1 Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: cna
Job Address:
Permit Number:
1
n, I ..,
TC C1
f
a
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303 2,?4-5933
Date: ' gid' ' 1 Inspector:
DO NOT REMOVE THIS NOTICE
► , City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 06/10/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
*** CONTACTS ***
OWNER (661)203-5672 WOODARD KELSEY
SUB (720)329-9326 ROBERT OCTOBER MCKNI 190139 KES ELECTRIC
SUB (303)877-0734 Joey VAlenzuela 180187 EcoVerde Mechanical Corp
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00
FEES
Total Valuation 0.00
Plan Review Fee 300.30
Use Tax 462.00
Permit Fee 394.50
** TOTAL ** 1,156.80
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, the property owner, by my signature, attest that I currently reside at the project
property, intend to reside at the property for a period of one year after completion of the
project, and am personally performing all work, without the assistance of hired or
professional workers. If professionals are hired, those contractors are licensed with the
City of Wheat Ridge and are listed on the permit. Consultations and inspections will only
be performed with the homeowner of record present.
City of Wheat Ridge
Homeowner Basement Finish PERMIT - 201901035
PERMIT NO: 201901035 ISSUED: 06/11/2019
JOB ADDRESS: 3385 Chase St EXPIRES: 06/10/2020
JOB DESCRIPTION: Basement remodel - convert unfinished mechanical to smaller, closed
mechanical room, bathroom and utility; finished room will be extended; new
furnace, electrical panel - 418 sq ft total
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 ermrt. I further attest that I am le ally authorized to include all entities named within this document as partes to the work to be
performed and that all work t9 be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
(I?/Ik
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 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 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 ordmanc 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.
i
City of
9
Wh6atlkjgie_
COMMUNITY 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(a)-ci.wheatridge.co.us
I FOR OFFICE USE ONLY I
Date: 5/1)//7 /1) /7
Plan/Permit 4IVVVAA ` I Iq 1035
L1
Plan Review Fee: $3� q, I /
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications
may not be processed. ***
Property Address: SS s 5 Cl„ase Strw C.p �02.1 0 -
Property
Property Owner (please print): V eI sS:4 In/ ood r,L Phone: [.(,1 - s - S -T,'12
Property Owner Email: Y_v-)00A 22 c.0n-1
v
Tenant (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer: iJ /A 1-F' rk n
Architect/Engineer E-mail: -- Phone:
Contractor: �}
City of Wheat Ridge License #:
Contractor E-mail Address:
For Plan Review Questions & Comments (please print):
Phone:
CONTACT NAME (please print): WoOJa(J Phone: U111 -'ZD 3 - S' 2
CONTACT EMAIL(p/ease print):
Sub Contractors (Must provide Wheat Ridge License No.):
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 #
N))"'
❑ COMMERCIAL RESIDENTIAL
Description of work: For ALL projects, 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.
C�n..e�};.,� Jn�inis r�c�.tir,'�al rumor• of ba.ceorl 'in+0 CAsr�a(ler, close��
G�rf�F� �ntSl�e� roots will \,-e4 e- } lid Cr� C' '\ e5rpds t.JIr\Aow w',�k
G- Cl CLQ -A - I '& 1^0 MQA w n 2r (b2 kp) W i \1 � "'&J i r\� S"r' f ?'J r^ C Gtr c�
• l 2 !e e c.i erlG� by (4L u\Q.4j (A") 2.r tW�ti�Cl ` 6':J "V PJ C.
• S v w.� � v rt � w i 1 \ � acl.�Q.e�Q /i' n s �t l I,y.�f � � �^-o Yn-.a...� w ,-.rte Cs e �� J
• tJQ,w trnior Qrnrticilar�s ��11 •c�le� \'j 1^cn^aowvv�^ (/�Le)F) \
• �Q.W YJ,,+,t, rL?o �✓�Cy q P P ro e tel' rn }e f-!� i ✓l [,c. p �J i lk �Q A �C.rX 0 � \"' n14..�7 w �stl �ekf'J
• - hs rh l�akfi a,. � Gori+-�z.�+�% � v � a ,� � P� r1.,._; a/}e.,!
C�ltcr�ictik Pwn¢I�wi1l L,u GontrtG J p} cl-d �arw.i�tK� Kz.1eLJ`
Commercial Projects Only: Occupancy Type: Construction Type:
(
Sq. FULF `t Q 0 SK— BTUs Gallons
Amps
Squares
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
y3�� � 2� D -'Ea
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): `%/., DATE: SZ 21 1-k
Printed Name: OUJtir c
ZONING COMMMENTS.
Reviewer:
BUILDING DEP ENT CFMENTS
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE: `� 1(
0
Building Division Valuation: D vW
City of
Wheat i e
COMMUNITY DEVELOPMENT
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s): ILe I se..,,, U1Q CA
Project Property: Z 3 S CI„�se h^e�k� wL-kF�id�e,. Co Fv9-12
Project Type: &"L -eq 4- P'Z, d e.I
Notarized signature of Applicant
State of Colorado }
County ofj(4-} ss
Th foregoing instr ment as acknowledged by me this day of 20 Z% by
r
JODI L. SAROS
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 201440182
W COMM" EXPIRES IMY 08, 2021
My Commission Expires
Notary Pu li
City of
WheatP,,,Njlll�cigc
COMMUNITY DEVELOPMT
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: 3S95- C'_l..Ase St- -e_q Permit #:
General Contractor:
Electrical Sub -Contractor
Company Name: K-cS EI 2c -h-; , Phone #: 1 2 0 - 32'1 - 9 3 2b
State License #: Master #:
Wheat Ridge License #: t 'I D l (required field)
Signature of Authorized Agent Date
Company Name: Phone #:
State License #: Master #:
Wheat Ridge License #: (required field)
Signature of Authorized Agent Date
Company Name: e,coVe.rde. P1eCkCxn;LC k Phone:—'3 0 S - $'j 7 - 0 7 39
C->rpur-- 'ovt
Wheat Ridge License #: I �_ 0 l 8 (required field)
1
Signature of Authorized Agent Date
ti
C in "(-e 0 1-
a�
Water
Heater
Furnace
�i Unfinished Mechanical
Room
i
I
Drainage to
sewar line
I
Drainage to
sewar line
Water Shutoff
30 1/2" x 11 1/2"
Fn
3'
22' 10"
I
Finished Room i
t
► City of
-� whc�t �ge
COMMUNITY I)t.VII(WNAtNI
AP�FWVED
PI E aminer Date
MOOM-00perm -The issuance of o permit or oMrovol of plans specifkattons
-/ and computations shall not. be a perrm)tjb , or an applovot of, _orry vmolobon to
J any of the provisions of the building code or of any C" ordiAoncet Permits
presuming to give authority to violate or comet the prowWns of the MmfldMtg
coda or other "none" Of the Oty shat/ not be va"
w0av, S H4I.C, Ob M '.,::r -Y W CTIY
Zot Z l ac
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30 1/2" x 11 1/2"
Vzl2tvloA21
22, 10"
Drainade to 24" 20" Emergency E ess
sewar line Water Shutoff
X
C"
1201,OF Iw_Iv CD
lhrdar T t�'7 daw�Ftip sake#
� HVAC
Bedroom �
Mechanical
o
Room rtF
I
Gas
5 ..-�-.� , 6' 5 1/2* .�
' Bathroom
t
k
p I
5' i
10"
AL
rainage to
ewar line
I
ump I
Dryer um
aM
Washer Utility Room
Drainade to 24" 20" Emergency E ess
sewar line Water Shutoff
X
C"
INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Occupancy/Type
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
Initials
Comments
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 Comments
Initials
Electrical
Comments
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Rough Electric'
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
`For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
The City of Wheat Ridge
Third Party Form Check List
Property Address C-1 T__
Permit Number
Permit issued Date Z
Owner Information
Property Owner Information
Property Owner Address
Inspection Company
Inspector Name
Inspector Contact info
GG G
Inspector Statement and Acknowledgement
I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
* I hearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's
recommendatind s if tons.
Inspector: 3p�l t -- - Date:
;roe Owner S—tatem--ent of —Ackno-wled9ement
*1 hearby acknowledge that I am the owner of the building referenced above and I give
my consent for the listed third -party inspeCnmpany to perform my roof inspection
in lieu of the City of Wheat Ridgril on inspection.
Propery Owner/Agent: Date:
This original document and pi rrriit card, al , �weil as the roofing check list, must be submitted tc
the Chief Building Official within seven dalsof the final inspection.
Drop off in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Draft Date: 7/26/17
Please add note to reverse side
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Roof Inspel.-tion
❑ N/A ❑ Pass
❑ Fail
❑ N/A l Pass
[] Fail
Structural roof components
❑ N/A Pass
❑ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A [ Pass
❑ Fail
Flashing for roof and walls
❑ Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
N/A ❑ Pass
❑ Fail
Verify sheahing nail pattern ( See policy & Proceedures)
N/A ❑ Pass
❑ Fail
Crickets and saddles where needed
❑ N/A Pass
❑ Fail
Verify B vent must have boot same gauge as pipe
❑ N/A Y Pass
❑ Fail
Verify vent caps
❑ N/A Pass
❑ Fail
Verify no flashings are damaged or rusted
❑ N/A Pass
❑ Fail
Step flashing shall be min. of 4x4 piece per shingle
$ N/A ❑ Pass
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A Pass
❑ Fail
Ice and water shield 2' in heated wall spaces
❑ N/A Pass
❑ Fail
Underlayments must follow 2012 IRC / 2012 IBC
❑ N/A LX Pass
[] Fail
Verify roof slope for proper drainage
❑ N/A Pass
❑ Fail
Dripedge shall have min of 2" overlap
❑ N/A Pass
❑ Fail
Dripedge should extend down min 2" past roof deck
❑ N/A Pass
[] Fail
Dripedge shall be mechanically fastened 12" OC
❑ N/A LJ Pass
C Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
N/A ❑ Pass
[] Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
N/A ❑ Pass
❑ Fail
Above roof insulation R-25
N/A ❑ Pass
[] Fail
Below roof residential R-38
N/A ❑ Pass
❑ Fail
Below roof commercial R-32
N/A ❑ Pass
❑ Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof
Shingles
Requirements
N/A ❑ Pass
C] Fail
Metal roof shingles shall not be installed on slope less
f
3:12
N/A ❑ Pass
❑ Fail
Metal valley flashing shall be the same material as roof
N/A ❑ Pass
❑ Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
N/A ❑ Pass
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Notes
Company Name: -P
aqw,< Z< 7 -
Inspector signature:
Date of Inspection:
The Cify of Wheat Ridge
Inspection Check List -note s,
M;ld-r,00f
Notes
-a
-�,Ja M-.--
c
The City of Wheat Ridge
Inspection Check List notes
Mid -Roof
M rail
N/A
�
[J Mass
F] f ail
Structural roof components
f"J"F
f_lpass
all
Verify that no more than 2 layers of shingles exist
F1 tl/A
I -] rail
Flashing for roof and walls
❑ Pms
EJ rail
If new sheathing is installed verify that it is listed in the
LJ rail
permit description (Valuation must be adjusted)
Verify
sheathing nail pattern ( See policy & Proceedures)
JX'NIA
j =1 Pass
F_J Fail
Crickets and saddles where needed
N/A
fail
Verify B vent must have boot same gauge as pipe,
Pass
fail
Verify vent caps
rail
-J
Verify no flashings are damaged or rusted
N/A
ly r1ss
Fail
I
Steflashing ll be g shae min. of 4x4 piece per shingle
Pass
❑ F a i I
Verify scuppers allow for proper drainage
F i rail
Ice and water shield 2' in heated wall spaces
Pat:Underlayments
U rail
Must follow 2012 IRC / 2012 IBC
Paas
[_j Fail
Verify roof slope for proper drainage
IF -1 rv�,
Pw;,s
Fj Fail
Dripedge shall have min of 2" overlap
I
Ll
pPassDripedge
should extend down min 2" past roof deck
I
PIss
I rail
Dripedge shall be mechanically fastened 12" OC
NI/A
I 1 P,
"ail
90 LB roll roofing shall not be applied to roof slope-,
less than 2-12 slope: Exception, detached gat -ages,
patios, carports, open on three sides with rein. slope of
1:12
N/A
[__J F)il
Modified Bitumen, EPDM, TPO min slope 1/4.12 slope,
N/A
pnv,
Fiil
Above roof insulation R-25
Pass
Below roof residential R-38
N/A
j
Below roof commercial R-32
[-]
Modified Bitumen, EPDM, TPO min slope 114:12 slope
must be installed in accordance with the manufiacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
Metal Roof Shingles Requirements
lyl, 1,1A
C Pass
[J Fid
Metal roof shingles shall not be installed on slope less
[I N/A
I ]
r:.,i I
312
Metal valley flashing shall be the same material as roof
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
,-a min. of 4"
Tile Roofs R(a(!Ldrernents
N/A
Fail
Clay and concrete tile shall have a min- 2-112:12 slope
Slopes 4:12 and under require double underlayrnent
The City of Wheat Ridge
Third Party Form Check List
Property Address 33--K5 _tl�<o_ 6 -6 -
Permit -Number 17n 55-1;_0
Permit Issued Date �� BZY
Owner Information f
Property Owner Information Felr44k 1A). -gae��qy
Property Owner Address5-t;-
Inspector Information
Inspection Company k. &" I 44G
Inspector Name
Inspector Contact info. 719�1,4q-wq
Inspector Statement and Acknowledgement
I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
* I hearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC and 2012
IBC as well as all City of VVeat Ridge Policies and Procedure and Manufacturer's
recommendati anlfeciffAations.
I
�
Inspector: Date: 7
Property caner Statement of Acknowleduernent
*1 hearby acknowledge that I am the owner of the lauilding referenced above, and I give
my consent for the listed third -party in;s4pectany to perform my roof inspection
rf , I
in lieu of the City of Wheat Ridge inspection.
Date:
Propery Owner/Agent: 2-
This original document and permit c4rd,
the Chief Building Official within seven c
Dropoff in person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Draft Date: 7/26/17
I
I as the roofing check list, must be submitted tc
of the final inspection_
Please add note to reverse side
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: t) "
Job Address: 3 go S7 C a .�
Permit Number: 2 o t -,7 a
P
0 Pmt -P �>
�5R (i a 1 ., �,e j
�t U t cry d d e c ;5.e4- d , ~ i-ke—
Ll No one available for inspection: Time `" : C 6013M
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
I
Date: Inspector: 7-
DO NOT REMOVE THIS NOTICE
f City of Wheat Ridge
Residential Roofing PERMIT - 201705510
PERMIT NO: 201705510 ISSUED: 08/05/2017
JOB ADDRESS: 3385 Chase ST EXPIRES: 08/05/2018
JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 year asphalt shingles with
16.5 sq. (15 sq. pitched, 1.5 sq. flat)
*** CONTACTS ***
OWNER (303)881-5793 HARBOUR FRANK W
SUB (720)323-3673 Matthew Savarie 170224 Ceramic Mosaic LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:
FEES
Total Valuation 0.00 ---- -- i
Use Tax 175.81
Permit Fee 188.45
** TOTAL ** 364.26
*** 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..
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.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Roofing PERMIT - 201705510
201705510 ISSUED:
3385 Chase ST EXPIRES:
Residential Re -roof to install Tamko Heritage
16.5 sq. (15 sq. pitched, 1.5 sq. flat)
08/05/2017
08/05/2018
30 year asphalt shingles with
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
thispermit. 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 wor b 'pert- rmed is disclosed in this document and/or its' accompanying approved plans and specifications.
Si4aa ure of OWNER 6r CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying Flans 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 Budding
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 is r granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applica 1 or any ordin�r+e or $ul ion 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.
Dan Schultz
�i/7GS5//O
From:
no-reply@ci.wheat ridge.co.us
Sent:
Sunday, July 30, 2017 10:25 PM
To:
CommDev Permits
Subject:
Online Form Submittal: Residential Roofing Permit Application
Categories: Danny
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? WIL
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 3385 Chase St.
Property Owner Name Frank Harbour Katie Hoffman
Property Owner Phone 303 881 5793
Number
Property Owner Email katiehoffman65@msn.com
Address
1 $ :564. 2- �,
X,
Do you have a signed
Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
Attach Copy of Contact
Harbour , Hoffman Contract 001.ipa
CONTRACTOR INFORMATION
Contractor Business
ceramic mosaic Ilc
Name
Contractor's License
170224
Number (for the City of
Wheat Ridge)
Contractor Phone
720 323 3673
Number
Contractor Email Address
ceramicmosaicllc@gmail.com
Retype Contractor Email
ceramicmosaicllc@gmail.com
Address
DESCRIPTION OF WORK
i
V/
Are you re-decking the
No
roof?
Description of Roofing
Tamco Heritage 30
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
15
material selected above?
Does any portion of the
property include a flat
roof?
If yes, how many squares
1.5
on the flat roof?
/
TOTAL SQUARES
16.5 v
(pitched + flat) of all
2
roofing material for this
project
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract
value or cost of ALL
materials and labor)
House and attached Garage 12/12 pitch 1/12 pitch
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 Matt Savarie
Email not displaying correctly? View it in your browser.
3
CERAMIC MOSAIC LLC
1641 S. Wolff St, Deriver CCS 80219
www.ceramicmasaicllc.com
Roofing & Exterior Restoration
p:720-323-3673 f:303-935-1933 4
cerainicrnosaiclic, tgmaii.com BBB
Customer's , r( t ,,
t i i �.;•
Iris. Provider
Address ;'_ `t" t' } .+4 �-z 4-
Phone ';' 3 "f tl t , j Fax
City rf-i'' 1('¢_t- Zil Coi.nty ?t
Policy #
Phone
Claim #i
Email �.
Project Manager
Date
Phone < l f. (. f
J the party of the 1 st part a"rees to allow Cerarnic Mosaic LC to perform all work pertaining to insurance claim or,
agreed upon Aork (see above clair-,, ,iunihm-) and initials above. then client allows Ceramic Mosaic LLC to contact insurance company
and negotiate final prices Ninich r -ray on n -yore than a-ipin fl cairn due to scope of work, permit fees, overhead & profit.
DESCRIPTION OF SERVICES TO BE RENDERED
Unit My. Total Notes
❑ Install Roofing Felt: ❑ 15LID
SQ
" install 30 year lan-inated shingles
SQ
L-] Install 50 year laminated shingles
SQ
❑ Install Class 4 Impact Resistant shingles
SQ
-.Install Ridge Cap
LF
❑ install High Profile Ridge C ra
LF
, Install Drip Edge
LF
install Flashing - Pipe Jack
LA
Install Step Flashing _
LF
❑ install Chimney flashing: ;`j S C M Cl L
EA
❑ install Skylight Flashing -� �—
EA
❑ Install Roof Vent_ i urtle type fC fudge vent
EA, LF
Install Pnwer Vent
EA
❑ Install Exhaust Cap ❑K,itchen i Batia
EA
Install Ice & Water ShNeld
—�
SF
Install Sheathing - 7.%16" CSR
SF
Install Modified Bitumen
SQ
Install Ne,,nr Gutters,' Downspouts
LF
❑ Install New Skylight Standard �
EA
C7 install N&Ai Skylight Tube style. ❑ 14, Cf 21 °
EA
❑ Build Cricket
EA
Tear tiff, Haul & Dispose of Shingle
SQ
Tear Off, Haul 5 Dispose, of Add l Layer 2nd
SQ
Tear Off. Haul & Dispose of Add] Layer 3rd
SQ
Steep Roof ❑ 2 Stories or greater
SQ
1-1 Remove & Reset;' Flash Swamp Cooler
EA
Remove. Gish ONLY - reinstall by network provider
EA
Shingle Color:t f ilk f-
Gutter- Color:
Drip Edge Color:
HOMEOWNER (or authorized igner)
Signature
CONTRACTOR- Ceran-iic,Mcsaic LLC
Signature _.
w all checks payable to Ceramic Mosaic LLC
Date (1 ' 0 ,Z L i-
tt
Date.
._, ''''.'1" ~~~~q!H~,"'~"'""'."'U\' H>llII..,[iIilI!l!l1Il!",,;~) I\I!YJ~' ,1Il.1',,~..n*,WJ,l!!l!)lllll J.,,,~,~,,,'..JjJIL! J ]1.. .JU., !..1.".",-!llllW L~[f.
>
O~. )ARTMENT OF PLANNING AND DEV...._OPMENT
8UILDING INSPECTION DMSION - 2.-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVEjNUE
WHEAT RIDGE, CO 80215
Building Permit Number: 95-1458
Date :7/20/95
r
^'
Property Owner: HARBOUR F~NK W
Property Address: 3385 CHASE ST
Contractor License No. :
Company:
Phone:
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value:
Permit Fee :
Plan Review Fee :
Use Tax:
I hereby certify thel the setback distances proposed by this pennit ap!lliiletlon are accurate,
and do not violate applicable ordinances, rules or regulations of the CIt1!l.of of W Wheel Ridge or
covenants, easements or restrictions of record: that all me8lurements ~, and allegations
made are accurate: that I have read and agree to abide by all COndltlo~': rinted on this
application, end that I assume fu" responsibll for ,fiance with '. eat Ridge Building
Code (U.B.C.) and all otherapp"cable~t~t~ Underthis?1
(OWNER)(CONTRACTOR) SIGNED ~ ..... DATE 7/.2P. ,
Description: REROOF
Total:
$600.00
$17.00
$0.00
$15.00
$32.00
BUILDING DEPARTMENT USE ONLY
Approval:
Occupancy :
Walls:
Roof:
Stories :
Residential Units :
Electrical License. No :
Company:
U
Plumbing License.No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
Expiration Date:
Approval:
Expiration Date :
Approval:
. .. .
. tl
(1) This permit was _In aCCOldance _ the provtsions..forth In. aP!lUcaUon and Is au_ fD the laws of the Slate 01 Colorado ."d fD the Zoning
Regulations and BuIlding Code of Wheat RIdae. COlorado or any oth8rM>!- ordinances of the Clly.
(2) ~:': = ~~~o';'r1< aulhonzed Is not <OflImenced '"T sixty (80) days from issue date or (8) the building authorized Is auspended or
(3) W thl8 permit explm, a _ permit may be acquired for a f8!l of one-haII'lhe amount normally required, _ no changes have been or will be made In the
otIgInal planS and apecIftcatIona and any suspension or a_ment """ not exceeded one (1) year. If ""enges are ..- or W suspension or abandonment
_one (1) yeer,luIl__be paldfora__, .'
(45! No work d any manner shan be done that win ~ \he r'\IdUr8l flow CIlJteter causing. drainage problem~
( ~ shaH notify 1heBuikling tnsoector twenty.tour (2t> hours In ....nce for alllnspec:tions and shall receive written IPJX0V81 on Inspection card before
(6) ~a':8:e w:;:u~ ~J:=-~ oI:awlnga and 8Pecificatlons:~n not be construed to be 8 pennlt for, nor an approval of, any violation of the provisions
of the b Ing codes or any other ordIna law. rule or regulation.
uilding Inspector .,
THIS PERMIT VALID ONLY W1'IEN SI.ED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
m~JJ
CF::PARTMENT OF PLANNING AND DE "LOPMENT
BUILDING INSPECTION DIVISION - ,,35-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number:
Date: 7/20/15
Property Owner: !if/J;IIJr<.. /AJ. /1/11(/30 tll!....
Property Address: .33 -;:g 5 af rr::E-- ::sr-
Contractor License No. :
Company:
Phone: 2.38 -'1/56
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value: ~tJ~~
Permit Fee:
Use Tax:
I hereby certify that the setback distances proposed by this permit application are accurate.
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restnctions of record: that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED
DATE
Total:
DescriPtion:1fa.clt;r?;J~ I$()if- Pr:f~~ /;U/1lI /l?I1~S/litf}u.&
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval:
,~ "1J_lBIII!l!~lll
A .'...,.~" . He
Expiration Date:
Approval:
.ill 11f1,00I~~d ;,1
Expiration Date:
Approval:
ill ll;-.....qllillll;;:;.r~
141
(5)
(61
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridj1e. Colorado or any other applicable ordinances of. the City.
This permit shall expire if (A) the work authonzed 15 not commenced wlthm sixty (60) days from Issue date or (B) the building authorized is suspended or
abandoned for a penod of 120 days.
If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permIt.
N'o work of any manner shall be done that will change the natural flow of water causing a drainage problem
Contractor shall notify the Buildmg Inspector twenty-four (24) hours m advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of the job.
The Issuance of a permIt or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the building codes or any other ordinance, law, rule or regulation
(11
(2)
(3)
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION