HomeMy WebLinkAbout7859 W. 42nd AvenueFrom: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Solar PV Installation
Date: Tuesday, August 17, 2021 11:48:21 AM
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 Yes
Solar PV Installation?
PROPERTY INFORMATION
Property Address 7859 W 42nd Avenue
Property Owner Name Thrive Home Builders
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
720-584-4789
doedewaldt@thrivehomebuilders.com
Electronic Payment Form Sunnova 8.17.2021.Ddf
CONTRACTOR INFORMATION
Contractor Business Namaste Solar Electric
Name
Wheat Ridge
Contractor's License
Number (This is a 5 or
6 digit number for the
090413
City of Wheat Ridge)
Contractor Phone 303-447-0300
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
kyle.pegon@namastesolar.com
Address
Retype Contractor
kyle.pegon@namastesolar.com
Email Address
DESCRIPTION OF WORK
Scope of Work
Master plan approved, over the counter permit. Installation of a
new 3.0 kw solar array on each individual unit of the Westridge
Yarrow Gardens community by Thrive Home Builders. Each
array will be totally independent of each other, but will have a
shared meter bank. Each solar array will be grid -tied, have no
battery connection, and will utilize enphase microinverters. We
will be installing Hanwha 340 watt solar panels and utilizing
unirac's racking system with the ecofasten roof attachment
system.
KW
3.0
# of Panels
8
Location of Panels
8 on roof
Structural required
No
Upload engineer letter
Westridae MPS AHJ_stam end ndf
or pages on 8 1/2" x
11" only
Solar Installation Plan
11X17 RFC PLOTPLAN WESTRIDGE LOT 12 BLK 6 7859 W
Set on 11"x17" only.
42NDAVE PLAN Y2 B -S OR 1 JK375.odf
Project Value (contract
6750
value or cost of ALL
materials and labor)
,A lei uG\ Lei :».]0111101.7A:Ra IF-a01.lnEel Ga01owmel:»:1r�d:10r1
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Kyle Pegon
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
� ► � i City of Wheat Ridge
Residential Solar PERMIT - 202101786
PERMIT NO: 202101786 ISSUED: 08/17/2021
JOB ADDRESS: 7859 W 42nd Ave EXPIRES: 08/17/2022
JOB DESCRIPTION: Master plan approved, over the counter permit. Installation of a new 3.0 kw
solar array on each individual unit of the Westridge Yarrow Gardens
community by Thrive Home Builders. Each array will be totally independent
of each other, but will have a shared meter bank. Each solar array will be
grid -tied, have no battery connection, and will utilize enphase
microinverters. We will be installing Hanwha 340 watt solar panels and
utilizing unirac's racking system with the ecofasten roof attachment
system.
*** CONTACTS ***
OWNER (303) 504-2305 HDP WESTRIDGE LLC
SUB (303)447-0300 JEFF DENOVAN 090413 NAMASTE SOLAR ELECTRIC LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61750.00
FEES
Total Valuation 0.00
Residential Solar 500.00
** TOTAL ** 500.00
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
1* ► � i City of Wheat Ridge
'/� Residential Solar PERMIT - 202101786
PERMIT NO: 202101786 ISSUED: 08/17/2021
JOB ADDRESS: 7859 W 42nd Ave EXPIRES: 08/17/2022
JOB DESCRIPTION: Master plan approved, over the counter permit. Installation of a new 3.0 kw
solar array on each individual unit of the Westridge Yarrow Gardens
community by Thrive Home Builders. Each array will be totally independent
of each other, but will have a shared meter bank. Each solar array will be
grid -tied, have no battery connection, and will utilize enphase
microinverters. We will be installing Hanwha 340 watt solar panels and
utilizing unirac's racking system with the ecofasten roof attachment
system.
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 municpal 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
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
08/17/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Kyle Pegon
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
City of Wheat Ridge)
Contractor Phone 303-447-0300
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
kyle.pegon@namastesolar.com
Address
Retype Contractor
kyle.pegon@namastesolar.com
Email Address
DESCRIPTION OF WORK
Scope of Work
Master plan approved, over the counter permit. Installation of a
new 3.0 kw solar array on each individual unit of the Westridge
Yarrow Gardens community by Thrive Home Builders. Each
array will be totally independent of each other, but will have a
shared meter bank. Each solar array will be grid -tied, have no
battery connection, and will utilize enphase microinverters. We
will be installing Hanwha 340 watt solar panels and utilizing
unirac's racking system with the ecofasten roof attachment
system.
KW
3.0
# of Panels
8
Location of Panels
8 on roof
Structural required
No
Upload engineer letter
Westridae MPS AHJ_stam end ndf
or pages on 8 1/2" x
11" only
Solar Installation Plan
11X17 RFC PLOTPLAN WESTRIDGE LOT 9 BLK 6 7869W
Set on 11"x17" only.
42NDAVE PLAN Y4 B -S OR 1 JK375.odf
Project Value (contract
6750
value or cost of ALL
materials and labor)
,A lei uG\ Lei :».]0111101.7A:Ra IF-a01.lnEel Ga01owmel:»:1r�d:10r1
I assume full Yes
responsibility for
compliance with
applicable City of
YARROW GARDENS STACKED TOWNHOMES
BUILDING TYPE 4B
CONTEMPORARY ELEVATION STYLE'C'
BLOCK 6, LOTS 9- 12
WHEAT RIDGE, COLORADO
THRIVE HOME BUILDERS
Homes that do more.
F I N I S H E D A R E A I N D E X O F D R A W I N G S B U I L D I N G A D D R E S S E S
Y1-1
FINISHED
LOWER LEVEL 200 SF
MAIN LEVEL 554 SF
UPPER LEVEL 560 SF
1,314 SF
UNFINISHED
GARAGE 354 SF
DECK 121 SF
PATIO 122 SF
597 SF
Y2 -E
FINISHED
LOWER LEVEL 204 SF
MAIN LEVEL 682 SF
UPPER LEVEL 691 SF
1,577 SF
UNFINISHED
GARAGE 466 SF
DECK 108 SF
PATIO 144 SF
718 SF
Y4 -E
FINISHED
UPPER LEVEL 773 SF
MAIN LEVEL 743 SF
LOWER LEVEL 222 SF
1,737 SF
UNFINISHED
DECK 128 SF
GARAGE 512 SF
PATIO 162 SF
802 SF
SHEET NUMBER
SHEET NAME
LOT
ADDRESS
AO
CONTEMPORARY COVER SHEET
G1
CODE ANALYSIS
G2
GENERAL NOTES
G3
ARCHITECTURAL SITE PLAN
A1.01
4-PLEX-B LOWER LEVEL BLDG PLAN
A1.02
4-PLEX-B MAIN LEVEL BLDG PLAN
A1.03
4-PLEX-B UPPER LEVEL BLDG PLAN
A1.04
4-PLEX-B ROOF PLAN
A3.01
4-PLEX-B BLDG ELEVATIONS
A3.02
4-PLEX-B BLDG ELEVATIONS
No C.O. may be issued until public
improvements are complete as identified in the
Subdivision Improvement Agreement.
All landscaping shall be in conformance with Section
26-502 of the Zoning and Development Code.
All landscaping shall be installed in accordance with the
approved landscape plan prior to issuance of a C.O. If
landscaping cannot be installed prior to C.O., a landscape
escrow agreement with financial guarantee in the amount
of 125% of the cost of the installation shall be required.
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
Reviewed by the City of Wheat Ridge A
Engineering Division
J
APPROVED
Jordan Jefferies
BY:
DATE: 3/31/2021
COMMENTS: A grading certification with
ILC or updated CCP required prior to CO
Reviewed for Zoning Compliance by the �.
City of Wheat Ridge Planning Division
APPROVED
BY:
DATE: 4/2/2021
COMMENTS: Complies with
approved masters
and SDP
A,
cry or
heat
COMMUNITY DEVELOPENT dge
"REVIEWED FOR CODE COMPLIANCE"
These drawings were reviewed under the applicable
laws in effect at the time of submittal. Reasonable
effort was exercised in checking for code compliance
The stamping of these documents shall not be
construed to be a permit for, or an approval of any
violation of state and/or local codes, ordinances or
amendments thereto.
Plan Reviewer Allen Posey
Date 04/16/2021
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HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
W W W.THRIVEHOMEBUI LDERS.COM
GoddenISudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
CONTEMPORARY
COVER SHEET
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HOME BUILDERS
Homes that do more_
THRIVE HOME
CODE ANALYSIS
FIRE-RESISTANT CONSTRUCTION
40
GoddenjSudik
-8302.2 TOWNHOUSES:
PROJECT D
303.455.4437
www.goddensudik.com
-R302.2.1 CONTINUITY: FIRE -RESISTANCE -RATED COMMON WALL SEPARATING EACH UNIT SHALL BE
Suite 250
Centennial, CO 80111
APPLICABLE CODES & STANDARD:
CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING AND FIRE -RESISTANCE RATING
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2018 INTERNATIONAL BUILDING CODE
SHALL EXTEND THE FULL LENGTH OF THE COMMON WALL.
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2018 INTERNATIONAL ENERGY CONSERVATION CODE
-R302.2.2.2 PARAPETS... EXCEPTION: PARAPETS WILL NOT BE REQUIRED... WHEN THE ROOF IS COVERED WITH
5975 S. Quebec St., Suite 250 1950 Ford Street 1117 Cherokee Street
Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204
2018 INTERNATIONAL MECHANICAL CODE
A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE
303.455.4437 303.940.9966 303.670.7242
2018 INTERNATIONAL PLUMBING CODE
MATERIALS OR APPROVED FIRE -RETARDANT -TREATED WOOD FOR A DISTANCE OF 4 FEET ON EACH SIDE OF
Contact: Paul Brady Contact: Noah Nemmers Contact: Ross Maxwell
2018 INTERNATIONAL FIRE CODE
THE COMMON WALL.
2018 INTERNATIONAL FUEL GAS CODE
2017 NATIONAL ELECTRIC CODE
-R302.2.4 STRUCTURAL INDEPENDENCE:
OWNER LANDSCAPE ARCHITECT
EXCEPTION 1. FOUNDATIONS SUPPORTING EXTERIOR WALLS OR COMMON WALLS.
Thrive Home Builders Redland
OCCUPANCY: TOWNHOUSE
EXCEPTION 2. STRUCTURAL ROOF AND WALL SHEATHING FROM EACH UNIT MAY FASTEN TO THE
1875 Lawrence Street, Suite 900 1500 west Canal Court
PER THE INTERNATIONAL BUILDING CODE EXCEPTION (101.2) DETACHED ONE- AND TWO-FAMILY DWELLING
COMMON WALL FRAMING.
Denver, CO 80202 Littleton, CO 80120
303.707.4439 720.283.6783
AND MULTIPLE SINGLE-FAMILY DWELLINGS (TOWNHOUSES) NOT MORE THAN THREE STORIES ABOVE GRADE
EXCEPTION 3. NONSTRUCTURAL WALL AND ROOF COVERINGS
Contact: Eric Sung Contact: Susan wade
PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS AND THEIR ACCESSORY STRUCTURES SHALL COMPLY
EXCEPTION 4. FLASHING AT TERMINATION OF ROOF COVERING OVER COMMON WALL
CODE ANALYSIS
WITH THE INTERNATIONAL RESIDENTIAL CODE.
-R302.4.1 THROUGH PENETRATIONS: THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL
HEIGHT AND NUMBER OF STORIES:
ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2
STORIES: 3 STORIES (MAX)
GARAGES:
HEIGHT: 32 FT MAX OR PER VARIANCE APPROVAL
-R302.5.1 OPENING PROTECTION: DOORS BETWEEN GARAGE AND RESIDENCE SHALL BE MINIMUM OF 1
3/8" THICK SOLID WOOD DOORS, SOLID OR HONEYCOMB CORE STEEL DOORS OR 20 MINUTE FIRE -RATED
2018 INTERNATIONAL RESIDENTIAL CODE PROVISIONS
DOORS EQUIPPED WITH A SELF-CLOSING DEVICE.
R302.1 CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF
-R302.5.2 DUCT PENETRATION: DUCTS IN THE GARAGE AND PENETRATING THE WALLS OR CEILING
DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM No. 26 GAGE
EXCEPTION 1. WALLS, PROJECTIONS, OPENINGS OR PENETRATIONS IN WALLS
SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE
PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE
R302.6 DWELLING/GARAGE FIRE SEPARATION: PER TABLE R302.6 - DOES NOT APPLY TO GARAGE WALLS
THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL
TABLE R302.1(1)
EXTERIOR WALL
TABLE R302.6
DWELLING/GARAGE SEPARATION
MINIMUM FIRE -RESISTANCE
MINIMUM FIRE SEPARATION
EXTERIOR ELEMENT
RATING
DISTANCE
SEPARATION
MATERIAL
FROM THE RESIDENCES AND ATTICS
NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO
FIRE -RESISTANCE RATED
1 HOUR TESTED
0 FEET
ASTM E 119 OR UL 263
THE GARAGE SIDE
WALLS
NOT FIRE -RESISTANCE RATED
0 HOURS
>_ 5 FEET
FROM ALL HABITABLE ROOMS ABOVE THE
NOT LESS THAN 5/8" TYPE 'X' GYPSUM BOARD OR EQUIVALENT
NOT ALLOWED
N/A
< 2 FEET
GARAGE
FIRE -RESISTANCE RATED
1 HOUR ON THE
> 2 FEET < 5 FEET
STRUCTURE(S) SUPPORTING FLOOR/CEILING
PROJECTIONS
UNDERSIDE
ASSEMBLIES USED FOR SEPARATION
NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
REQUIRED BY THIS SECTION
NOT FIRE -RESISTANCE RATED
0 HOURS
>_ 5 FEET
NOT ALLOWED
N/A
< 3 FEET
GARAGES LOCATED LESS THAN 3 FEET
NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO
OPENINGS IN WALLS
25% MAX OF WALL AREA
0 HOURS
3 FEET
FROM A DWELLING UNIT ON THE SAME LOT
THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
UNLIMITED
0 HOURS
5 FEET
COMPLY W/ R302.4
< 3 FEET
LIGHT, VENTILATION AND HEATING
PENETRATIONS
ALL
NONE REQUIRED
3 FEET
-ALL APPLICABLE ROOMS WILL COMPLY WITH REQUIREMENTS IN SECTION R303.
-GARAGES WILL NOT BE MECHANICALLY HEATED.
MEANS OF EGRESS
TABLE 8302.1(2)
EXTERIOR WALL - DWELLINGS WITH FIRE SPRINKLERS
-SEPARATE MEANS OF EGRESS WILL BE PROVIDED FOR EACH UNIT.
MINIMUM FIRE -RESISTANCE
MINIMUM FIRE SEPARATION
EXTERIOR ELEMENT
RATING
DISTANCE
-AUTOMATIC SPRINKLER SYSTEM WILL ONLY BE INSTALLED IN SPECIFIC UNITS AS NOTED ON SHEET
G3.
1 HOUR TESTED
FIRE -RESISTANCE RATED
0 FEET
ASTM E 119 OR UL 263
-FIRE SPRINKLER SYSTEM SHALL BE DESIGNED & INSTALLED IN ACCORDANCE WITH SECTION P2904
WALLS
OR NFPA
NOT FIRE -RESISTANCE RATED
0 HOURS
3 FEET
CA/ACCESSIBILITY
DNOT
ALLOWED
N/A
< 2 FEET
PER FAIR HOUSING ACT: MULTISTORY DWELLING UNITS ARE NOT COVERED BY THE GUIDELINES WITHOUT
1 HOUR ON THE
PROJECTIONS
FIRE -RESISTANCE RATED
UNDERSIDE
2 FEET
ONE OR MORE ELEVATORS.
-R320.1 SCOPE: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE, THE
NOT FIRE -RESISTANCE RATED
0 HOURS
3 FEET
PROVISIONS OF CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL APPLY.
NOT ALLOWED
N/A
< 3 FEET
OPENINGS IN WALLS
-IBC 1 107.6.3 GROUP R-3: WHERE THERE ARE FOUR OR MORE DWELLING UNITS IN A SINGLE STRUCTURE,
UNLIMITED
0 HOURS
3 FEET
EVERY DWELLING UNIT SHALL BE A TYPE B UNIT.
-R1 107.7.2 MULTISTORY UNITS: A MULTISTORY DWELLING UNITY WHICH IS NOT PROVIDED WITH ELEVATOR
COMPLY W/ R302.4
< 3 FEET
SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT.
PENETRATIONS
ALL
NONE REQUIRED
3 FEET
DEFERRED SUBMITTALS:
FIRE SPRINKLERS (DEFERRED SUBMITTAL UNDER SEPARATE PERMIT)
STRUCTURAL FOUNDATION PLANS WILL BE SUBMITTED AT INDIVIDUAL LOT SUBMITTALS.
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HOME BUILDERS
Homes that do more_
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
40
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
CODE ANALYSIS
Gl
GENERAL NOTES
ROOF NOTES
FIRE SEPARATION NOTES
1 . CODES HAVING JURISDICTION SHALL BE STRICTLY OBSERVED IN THE CONSTRUCTION OF
1 . ALL ROOF TRUSSES TO BE DESIGNED AND FABRICATED UNDER THE SUPERVISION OF A
1 . OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
THE PROJECT. ALL APPLICABLE STATE, COUNTY, AND CITY REQUIREMENTS REGARDING
COLORADO LICENSED STRUCTURAL ENGINEER.
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND THE
BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES SHALL BE
2. PROVIDE ROOF VENTS AND/OR SOFFIT VENTS AS REQUIRED PER IRC. SEE ROOF VENT
RESIDENCE SHALL BE EQUIPPED WITH A SELF-CLOSING, SELF -LATCHING SOLID WOOD
VERIFIED BY THE SUBCONTRACTORS BEFORE COMMENCEMENT OF CONSTRUCTION. ANY
CALCULATIONS FOR "NET FREE AREA REQUIRED".
DOOR NOT LESS THAN 1-3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR
DISCREPANCIES BETWEEN THE CODE REQUIREMENT AND THE DRAWINGS SHALL BE
3. CRICKET AND SADDLES SHALL BE INSTALLED IN REQUIRED LOCATIONS PER IRC.
NOT LESS THAN 1-3/8" THICK, OR 20 -MINUTE FIRE -RATED DOORS. (IRC)
REPORTED TO THE BUILDER IMMEDIATELY.
4. INSTALL CONTINUOUS SOFFIT VENTS WITH OVERHANGS UNDER 24 INCHES AND SOLID
2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC SPACE BY NOT
2. CONTACT THE BUILDER FOR CLARIFICATION OF ANY DISCREPANCIES AND/OR ERRORS
SOFFIT BOARDS WITH UNDEREAVE VENTS WITH OVERHANGS OVER 24 INCHES.
LESS THAN 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. WHERE THE
FOUND IN THE CONTRACT DOCUMENTS. ANY CHANGES TO THE CONTRACT DOCUMENTS
5. ICE AND WATER SHIELD TO BE INSTALLED PER IRC & BUILDING SPECIFICATIONS.
SEPARATION IS A HORIZONTAL THE GYPSUM BOARD SHALL BE ATTACHED TO FRAMING
SHALL BE REVIEWED AND APPROVED BY THE BUILDER PRIOR TO ANY CONSTRUCTION.
6. VALLEYS: CENTER A 36" WIDE STRIP OF SELF -ADHERED ICE AND WATER SHIELD IN THE VALLEY.
MEMBER SPACED NO MORE THAN 16 INCHES ON CENTER AND THE STRUCTURE
3. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION GUIDELINES
ICE AND WATER SHIELD SHALL BE TIGHT IN THE VALLEY, WITHOUT CREASES OR WRINKLES.
SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8" TYPE 'X'
AND/OR BUILDER DETAILS. CONTACT BUILDER WITH ANY DISCREPANCIES BETWEEN MFR'S
INSTALL ROOF UNDERLAYMENT TO THE ROOF AND OVERLAP ICE & WATER SHIELD STRIP BY 6"
GYPSUM BOARD OR EQUIVALENT. (IRC) AROUND STRUCTURAL ELEMENTS PROVIDE 5/8"
GUIDELINES AND BUILDER PROVIDED DETAILS PRIOR TO INSTALLATION.
MINIMUM. INSTALL SHINGLES IN CLOSED OR WOVEN VALLEY PER SHINGLE MANUFACTURER'S
TYPE 'X' GYPSUM BOARD - TAPE AND FINISH.
4. CONTRACTOR AND APPLICABLE TRADES WORKING ON THE JOB SHALL CONSULT WITH AND
SPECIFICATIONS
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
FOLLOW PREPARED SOILS REPORT RECOMMENDATIONS.
7. GENERAL UNDERLAYMENT REQUIREMENTS PER IRC AND ROOFING MANUFACTURER'S
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE
5. SEE STRUCTURAL ENGINEER'S SITE SPECIFIC FOUNDATION PLANS FOR FINAL CONSTRUCTION
SPECIFICATION:
(0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS
SPECIFICATIONS.
7.1. FOR 2:12 UP TO 4:12 ROOF, PROVIDE 2 LAYERS OF BUILDER APPROVED
INTO THE GARAGE.
6. CONTRACTOR TO COORDINATE TOP OF FOUNDATION WALL ELEVATIONS WITH
UNDERLAYMENT.
4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE
INFORMATION INDICATED ON THESE DRAWINGS, STRUCTURAL ENGINEER'S FOUNDATION
7.2. FOR 4:12 AND GREATER, PROVIDE ONE LAYER OF BUILDER APPROVED UNDERLAYMENT.
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (IRC)
PLANS AND FINAL SITE GRADING.
8. PROVIDE DOWNSPOUTS, PER BUILDER SPECIFICATIONS, W/ ADJUSTABLE EXTENDERS TO
5. AT MECHANICAL FLUES PROVIDE DRAFT STOP AT FLOOR LEVELS, VERIFY CLEARANCE WITH
7. PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION PER SOILS REPORT
CARRY WATER MIN. 5-0" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS REPORT OR
MANUFACTURER, MECHANICAL ENGINEER AND LOCAL CODES.
RECOMMENDATIONS OR A MINIMUM OF 10% AWAY FROM FOUNDATION FOR THE FIRST 10
PER LOCAL CODES. WHERE APPLICABLE, REFER TO CIVIL DRAWINGS FOR LOCATION OF AND
6. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED BY CODE TO BE FIRE -RESISTANCE RATED,
FEET. IMPERVIOUS SURFACES MAY BE SLOPE 2.5% MINIMUM AWAY FROM THE STRUCTURE
CONNECTION TO THE STORM DRAIN SYSTEM.
SHALL BE PROVIDED WITH A 1/2" GYPSUM WALL BOARD MEMBRANE, 5/8" WOOD
FOR THE FIRST 10 FEET.
GENERAL NOTES
STRUCTURAL PANEL MEMBRANE OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR
8. PROVIDE DAMP PROOFING ON EXTERIOR FACE OF ALL FOUNDATION WALL PER BUILDER
OPENING NOTES
FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL
SPECIFICATION.
1 . PROVIDE TEMPERED GLAZING IN HAZARDOUS LOCATIONS PER IRC
OUTLETS, LIGHTING, DEVICES, LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND
9. PER IRC, PROVIDE 4 MIN. GRAVEL BASE OR APPROVED EQUAL UNDER CONCRETE SLAB ON
2. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN
SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED.
GRADE WITH A 6" MIN. POLYETHYLENE OR APPROVED VAPOR BARRIER WITH JOINTS LAPPED
ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENINGS.
EXCEPTIONS:
NOT LESS THAN 6" BETWEEN GRAVEL BASE AND SLAB.
3. EGRESS WINDOWS (IRC):
6.1. FLOOR ASSEMBLIES PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM.
10. PROVIDE MINIMUM CLEARANCES FOR ALL EXTERIOR WALL MATERIALS TO TOP OF GRADE PER
3.1 . EGRESS WINDOWS TO HAVE A SILL HEIGHT OF 24" MINIMUM AND 44" MAXIMUM ABOVE
6.2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR
LOCAL CODES OR A MINIMUM OF 8" (4" FOR MASONRY VENEERS).
FINISHED FLOOR.
STORAGE OR FUEL -FIRED APPLIANCES.
1 1 . ALL DIMENSIONS ARE TO FACE OF FOUNDATION OR ROUGH FACE OF STUDS UNLESS
3.2. SHALL HAVE 5.7 SQUARE FEET OF OPEN AREA. GRADE FLOOR
MINIMUMALL
6.3. AGGREGATE AREA OF THE UNPROTECTED PORTION DOES NOT EXCEED 80 S.F. &
INDICATED OR NOTED OTHERWISE. ALL MASONRY DIMENSIONS INDICATED ARE NOMINAL
OPENINGS SHALL HAVE A MINIMUM OF 5 SQUARE FEET OF NET OPEN AREA.
FIREBLOCKING IS INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED PORTION
DIMENSIONS. CONTACT THE BUILDER FOR CLARIFCATION WITH ANY DIMENSIONING ISSUES
3.3. NET CLEAR HEIGHT SHALL BE 24" MINIMUM AND NET CLEAR WIDTH SHALL BE 20"
TO SEPARATE THE AREA FROM THE REMAINDER OF THE FLOOR ASSEMBLY.
OR CONFLICTS. DO NOT SCALE.
MINIMUM.
6.4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE
12. THICKNESS OF INTERIOR WALL FRAMING IS 3 1/2" UNLESS NOTED OTHERWISE.
4. EGRESS WINDOW WELLS MUST ALLOW FULL OPERATION OF WINDOW HAVE A MINIMUM
LUMBER EQUAL TO OR GREATER THAN 2X10 NOMINAL DIMENSION, OR OTHER
13. TYPICAL THICKNESS OF 2X6 EXTERIOR WALL FRAMING IS 5 1/2" UNLESS NOTED
CLEAR AREA OF 9 SQUARE FEET AND A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF
APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE.
OTHERWISE.
36 INCHES. IF WINDOW WELL IS OVER 44 INCHES DEEP, PERMANENT STAIRS OR LADDER
7. PROVIDE FIRE -RATED EAVE PER DETAIL AS REQUIRED PER CODE -VERIFY W/ PLOT PLAN AND
14. DOOR &WINDOW CALLOUTS ARE GENERIC/NOMINAL DIMENSIONS. ACTUAL ROUGH
MUST BE PROVIDED WHICH DOES NOT PREVENT OPERATION OF THE WINDOW OR
FIELD CONDITIONS.
OPENINGS PER MANUFACTURER'S SPECS.
ENCROACH MORE THAN 6 INCHES INTO THE CLEAR AREA. (IRC)
15. ALL ANGLES ARE 450 UNLESS NOTED OTHERWISE
FIRE SPRINKLER NOTES
16. ALL DOOR & WINDOW DIMENSIONS ARE SHOWN TO CENTERLINE OF R.O. UNO
PLUMBING NOTES
1. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO- FAMILY
17. PLATFORM FRAME ALL WALLS TO UNDERSIDE OF BOTTOM CHORDS OF TRUSS OR JOIST.
1 . VERIFY WITH LOCAL MUNICIPALITY & INSTALL WATER -HAMMER ARRESTORS AS NECESSARY TO
DWELLINGS UNLESS EXEMPTED BY LOCAL MUNICIPALITY.
18. FRAMING CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ALL
SERVICE LINES FOR WASHER BOX, DISHWASHER AND ICE -MAKER. WATER -HAMMER ARRESTORS
2. DESIGN &INSTALL AUTOMATIC FIRE SPRINKLER SYSTEMS PER IRC AND LOCAL CODES.
SUBCONTRACTORS TO DETERMINE THE LOCATION OF ALL FIXTURES, APPLIED TREATMENTS,
SHALL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
EQUIPMENT, HARDWARE ITEMS, ETC., AND PROVIDE SOLID STRUCTURAL BLOCKING AND/OR
C CTIONS.
INSTRUCTIONS.
IECC 2018 COMPLIANCE NOTES
EXTRA FRAMING NECESSARY FOR SAFE AND SOUND ANCHORAGE AND/OR SUPPORT.
2. SUMP PIT &PUMP TO BE INSTALLED PER LOCAL CODES (IRC) AND SEALED WITH GAS-TIGHT
SIMULATED PERFORMANCE ALTERNATIVE METHOD
19. PROVIDE VERTICAL AND HORIZONTAL FIRE BLOC KIN G/DRAFTSTOPS PER LOCAL CODES
REMOVABLE COVER. FIELD VERIFY LOCATION OF PIT.
1 . INSULATION - SEE SCHEDULE.
20. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, LAUNDRY
3. PROVIDE COMBUSTION AIR PER SPECIFICATION AND LOCAL CODES (IRC) TO FURNACE AND
2. WINDOWS - LOW -E, U<0.30 MINIMUM.
ROOMS AND BASEMENTS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. THE
HOT WATER HEATER.
3. HEATING - FUEL -FIRED AIR DISTRIBUTION, NATURAL GAS, 92.1 AFUE MINIMUM.
REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST
4. WATER CLOSETS AND LAVATORIES SHALL BE SET 15" FROM ITS CENTER TO ANY SIDE WALL,
4. COOLING -ELECTRIC AIR CONDITIONING UNIT, 13.0 SEER MINIMUM.
PROJECTION FROM THE CEILING. (IRC)
PARTITION OR VANITIES AND MAINTAIN 30" MINIMUM CENTER -TO -CENTER BETWEEN
5. WATER HEATING - TANKLESS HOT WATER SYSTEM WITH BUILT-IN RE -CIRCULATION PUMP.
21. CEILINGS IN BASEMENTS WITHOUT HABITABLE SPACES MAY PROJECT TO WITHIN 6 FEET, 8
ADJACENT FIXTURES.
0.97 EF.
INCHES OF THE FINISHED FLOOR; AND BEAMS, GIRDERS, DUCTS OR OTHER OBSTRUCTIONS
5. MAINTAIN 21" MINIMUM CLEARANCES IN FRONT OF WATER CLOSETS AND LAVATORIES.
6. PROGRAMMABLE THERMOSTAT STANDARD - ONE PER HEATING/COOLING SYSTEM.
MAY PROJECT TO WITHING 6 FEET, 4 INCHES OF THE FINISHED FLOOR. (IRC)
7. DUCT SEALING - LESS THAN OR EQUAL TO 4 CFM/100 SF FOR 2 RETURNS & 6CFM FOR 3
22. SHOWER AND TUB/SHOWER WALLS SHALL BE INSTALLED WITH BACKING PER BUILDER
RADON MITIGATION NOTES
RETURNS
SPECIFICATION & FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6'-0" (IRC)
1 . 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB PERFORATED PIPE IN 4"
8. PER SECTION N1 101.14 (R401.3) (MANDATORY) A PERMANENT CERTIFICATE SHALL BE
23. VENT ALL EXHAUST FANS TO EXTERIOR. PROVIDE RAIN CAPS AND FLASHING AS REQUIRED.
MIN. GRAVEL BED (BY OTHERS) AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF
COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A
24. PROVIDE MECHANICAL VENTILATION PER CODE IN BATHROOMS CONTAINING A BATHTUB
& FLASH ALL PENETRATIONS. INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER
WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED
AND/OR SHOWER, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS
BUILDER'S GUIDE TO CODE CLIMATES.
LOCATION INSIDE THE BUILDING.
THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION.
2. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL
9. THE AREA -WEIGHTED AVERAGE MAXIMUM FENESTRATION U -FACTOR PERMITTED USING
25. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF
BED PRIOR TO CASTING THE SLAB. LAP BARRIER 12" MIN. & FIT CLOSELY AROUND ANY PIPE
TRADE-OFFS FROM SECTION N1 102.5 SHALL BE 0.48 IN CLIMATE ZONES 4
TREADS OR FLIGHT WITH FOUR OR MORE RISERS. (IRC) HANDRAIL HEIGHT, MEASURED
OR OTHER PENETRATIONS.
AND 5, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR SKYLIGHTS.
VERTICALLY FROM THE SLIPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE
3. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER
10. DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.
OF RAMP SLIPE, SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". (IRC) ALL REQUIRED
MFR'S SPECS.
4. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN
1 1 . PER SECTION N1 104.1, NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED
HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT FROM A POINT
PER SPECIFICATIONS &INSTALLED PER MFR'S SPECIFICATIONS.
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAN 75% OF THE
DIRECTLY ABOVE THE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE
INSULATION SCHEDULE
PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS.
LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN
FOUNDATION WALL -UNFINISHED R-5 MIN. RIGID FOAM AT
12. CLASS 1, II OR III VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME
NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
................................................
EXTERIOR FACE
WALLS IN CLIMATE ZONE 5. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS
SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND HTE HANDRAILS. IRC
(IRC) THE
SPECIFIED:
HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC.
2x4 STUD WALL............................................................................... R-13 MIN. PER
12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC
26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE
BUILDER SPECS
2X6 STUD WALLR-20 MIN. PER
13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED.
FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES
...............................................................................
BUILDER SPECS
14. SEE PROVIDED "PROJECTED" COMPLIANCE REPORT FROM ENERGY LOGIC. A FINAL
OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW
"CONFIRMED" COMPLIANCE REPORT FROM ENERGY LOGIC SHALL BE PROVIDED PRIOR TO A
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSE
ATTIC............................................................................................... R-50 MIN. PER
CERTIFICATE OF OCCUPANCY.
OF THE TREADS. (IRC)
BUILDER SPECS
27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED
CANTILEVERED FLOORS................................................................... BLOW FULL W/
AIR SEALING NOTES
SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC)
INSULATION PER BUILDER
1 . OWENS CORNING ENERGY COMPLETE AT ALL TOP PLATES ADJOINING AN ATTIC SPACE
28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS
SPECS
AND AT ALL SEAMS, GAPS AND CRACKS ON GARAGE SEPARATION WALL, INCLUDING OSB
OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A
RIM JOISTS....................................................................................... 2" CLOSED CELL
JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS.
VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS
SPRAY FOAM W/ R-19 BATT
2. FOAM SEALANT AT SILLS, GAPS IN FRAMING, OUTLETS ON EXTERIOR WALLS, PENETRATIONS
THAN 22" X 30" AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
GARAGE CEILING (OPTIONAL).......................................................... R-36 MIN. PER BUILDER
INTO ATTIC. 2ND AND 3RD SUBFLOOR RIM (TOP AND BOTTOM) AND AT MAIN FLOOR
LOCATION. A 30" MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE
SPECS
WHERE SILL PLATE MEETS THE CONCRETE FOUNDATION.
PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE IMC FOR ACCESS
2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER
3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF
REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC)
SPECS
NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT).
29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC
2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER
AND LOCAL CODES. INSTALL PER BEST PRACTICES, MANUFACTURER'S GUIDELINES OR PER
SPECS
BUILDER SPECIFICATIONS. CONSULT BUILDER PRIOR TO INSTALL REGARDING ANY
QUESTIONS OR CONFLICTS.
30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE
COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81,
AROUND THE EDGE OF THE BOX (REPAIR AS NEEDED)
31. VERIFY ALL LOCATIONS, SPANS AND SPACING OF BEAMS, BEARING WALLS, POINT LOADS,
JOISTS, RAFTERS AND TRUSSES WITH STRUCTURAL ENGINEER'S DRAWINGS AND
CALCULATIONS.
0
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HOME BUILDERS
Homes that do more_
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
40
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
GENERAL NOTES
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SITE PLAN NOTES
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• DIMENSIONS TAKE PRECEDENCE OVER DRAWING - DO
NOT SCALE!
• THE ARCHITECTURAL SITE PLAN IS INCLUDED TO
GRAPHICALLY INDICATE APPROXIMATE LOCATIONS OF
BUILDINGS, PARKING, AND BUILDING NUMBERS ONLY.
• REFER TO LANDSCAPE ARCHITECT'S DRAWINGS FOR
LANDSCAPING, SIDEWALKS, MONUMENT, AND FENCE
DESIGN.
• REFER TO CIVIL ENGINEER'S DRAWINGS FOR
HORIZONTAL DIMENSIONAL CONTROLS, GRADING, FINISH
FLOOR ELEVATIONS, BUILDING STEPPING, DRAINAGE,
UTILITY EASEMENTS, AND ACCESSIBLE ROUTE
LOCATIONS AND DETAILS.
• REFER TO MEP ENGINEER'S DRAWINGS FOR THE
LOCATIONS OF ALL METERS, PANELS, CLEANOUTS,
TRANSFORMERS, AND PARKING LOT AND SITE LIGHTING.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY
TO THE STORM DRAIN SYSTEM. REFER TO CIVIL
DRAWINGS FOR DETAILS AND LOCATIONS.
• AN ACCESSIBLE ROUTE SHALL BE PROVIDED
CONNECTING ACCESSIBLE BUILDINGS AND ACCESSIBLE
SITE FACILITIES PER IBC 2012 SECTION 1107.4.
• ALL ACCESSIBLE ROUTES MUST COMPLY WITH ICC/ANSI
A117.1-2009 CHAPTER 4.
• SLOPES GREATER THAN 1:20 ON ANY OF THE
ACCESSIBLE ROUTES SHALL REQUIRE HANDRAILS
COMPLYING WITH ICC/ANSI A117.1-2009 SECTION 405 &
505 AND NOT EXCEED A SLOPE OF 1:12.
ADA / ACCESSIBILITY NOTES
2018 INTERNATIONAL RESIDENTIAL CODE
NON -ELEVATOR, MULTI -STORY UNITS ARE EXEMPT FROM
FAIR HOUSING ACT REQUIREMENTS.
IRC 2018 SECTION R320 - ACCESSIBILITY
R320.1 SCOPE. WHERE THERE ARE FOUR OR MORE
DWELLING UNITS OR SLEEPING UNITS IN A SINGLE
STRUCTURE, THE PROVISIONS OF CHAPTER 11 OF THE
INTERNATIONAL BUILDING CODE FOR GROUP R-3 SHALL
APPLY.
• IBC 2018 CHAPTER 11 -ACCESSIBILITY
1107.6.3 GROUP R-3. IN GROUP R-3 OCCUPANCIES
WHERE THERE ARE FOUR OR MORE DWELLING UNITS
OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A
RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLING
UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED
AS A RESIDENCE SHALL BE A TYPE 'B' DWELLING UNIT.
EXCEPTION: THE NUMBER OF TYPE 'B' UNITS IS
PERMITTED TO BE REDUCED IN ACCORDANCE WITH
SECTION 1107.7.
1107.7.2 MULTISTORY UNITS. A MULTISTORY DWELLING
OR SLEEPING UNIT WHICH IS NOT PROVIDED WITH
ELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE 'B'
DWELLING UNIT.
COLORADO STANDARDS FOR
ACCESSIBLE HOUSING
CRS 9-5, ARTICLE 5 REQUIREMENT:
TOTAL # OF
UNITS
POINTS
REQUIRED
POINTS
PROVIDED
89 (TOTAL)
42
43
ACCESSIBLE UNITS PROVIDED
UNIT TYPE
# OF UNITS
PER CRS 9-5
POINTS/ TOTAL
UNIT POINTS
PROVIDED
VISITABLE
DWELLING UNIT
43
1 43
SEE WHAT COULD BE
1 HOUR TESTED
ASTM E 119 OR
0 FEET
TOTAL
UL 263
43
UNIT TYPE LEGEND
VISITABLE DWELLING UNIT =
SPRINKLERED =
• REFER TO SITE AND GRADING PLANS FOR LOCATIONS
OF ACCESSIBLE UNITS AND ACCESSIBLE ROUTES.
• PER CRS 9-5, ARTICLE 5, A "TYPE B VISITABLE GROUND
FLOOR" MEANS A MULTIPLE -STORY DWELLING UNIT
WITH AN ACCESSIBLE ENTRANCE AND TOILET FACILITY
DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF
ANSI A117.1-1998, SECTION 1003
(ADDITIONAL FEATURES PROVIDED IN ACCORDANCE
WITH TYPE 'C' VISITABLE UNITS PER ICC/ANSI
A117.1-2009, SECTION 1005.
RE: ACCESSIBLE NOTES AND DETAILS).
IRC 2018 TABLE R302.10) EXTERIOR
WALL REQUIREMENTS
EXTERIOR
MINIMUM FIRE
MINIMUM FIRE
RESISTANCE
SEPARATION
ELEMENT
RATING
DISTANCE
SEE WHAT COULD BE
1 HOUR TESTED
ASTM E 119 OR
0 FEET
WALLS
UL 263
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NOT ALLOWED
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PROJECTIONS
1 HOUR
> 2 FEET TO
CONSTRUCTION
UNDERSIDE
< 5 FEET
0 HOURS
> 5 FEET
NOT ALLOWED
< 3 FEET
OPENINGS IN
WALLS
25% MAX AREA
(0 HRS)
3 FEET
UNLIMITED
(0 HRS)
5 FEET
COMPLY W/ R302.4
> 3 FEET
PENETRATIONS
NONE REQUIRED
3 FEET
FIRE RATED EAVES/WALLS =
PROPERTY LINES =
w
0
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z
0
n
0
0
0.
0
.T
0
0
f h rive
HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
ARCHITECTURAL
SITE PLAN
G3
EC&
77-a„
BLDG 4B - LOWER LEVEL PLAN
3/16" = V-0"
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
ADDRESS
GENERIC
7869 WEST 42ND AVENUE
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
7865 WEST 42ND AVENUE
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
7861 WEST 42ND AVENUE
DRYWALL SCREWS AT 24" O.C.
7859 WEST 42ND AVENUE
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
Suite 250
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
BOARD
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
UL DESIGN U375
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
SOUND TEST:
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_
U
Q o
JOINTS.
V
O
F— u<
LLJ
O
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
Q
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
DOCUMENTS
APPROPRIATE ROOF COVERING.
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
TRUSSES.
APPROX. CEILING
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE -AO
111ST
PORCHE TO
HAVE 2% MIN.
SLOPE AWAY
FROM BUILDING
FOR PROPER
DRAINAGE, TYP.
AREA SEPARATION WALLS
GA FILE NO. ASW
1004
PROPRIETARY*
N
O
PLOT PLAN NOTES
BLOCK 6, LOTS 9-12
PLOT PLAN ISSUE DATE: 05/23/2019
(REVISION 1: 06/26/2019)
LOT 9
• TOF = 27.9
• GARAGE SLAB = 27.0
• GRADE BEAM = 15"
(27.9-27.0=00.9' 12=11"+4"=15")
'FROST DEPTH MUST BE MAINTAINED
LOT 10
• TOF = 27.9
• GARAGE SLAB = 26.9
• GRADE BEAM = 16"
(27.9-26.9=01.0' 12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
• LOWERED FINISH GRADE AT PORCH 19"
LOT 11
• TOF = 27.9
• GARAGE SLAB = 26.7
• GRADE BEAM = 18"
(27.9-26.7=01.2' 12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT 12
• TOF = 27.9
• GARAGE SLAB = 26.5
• GRADE BEAM = 21"
(27.9-26.5=01.4' 12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
GYPSUM WALLBOARD, STEEL H STUDS
TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X
GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS
WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM
PANELS. (NLB)
A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL
COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES
IN SKETCH).
SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR
GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN
STUD SPACE ON BOTH SIDES.
2 HOUR FIRE
60 TO 64
STC
SOUND
*PROPRIETARY GYPSUM BOARD
THICKNESS:
3 1/2" (FIRE) 11 3/4" (SOUND)
THRIVE HOME
APPROX. WEIGHT:
9.5 PSF
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
GoddenjSudik
ARCHITECTS
DENSHIELD SHAFTLINER 1" SILENT GUARD
FIRE TEST:
UL R6937 (R14196),
GYPSUM LINER
Suite 250
04NK19014, 10-28-04,
BOARD
PAU MIC
RA
401 g
tis�0 ARC
UL DESIGN U375
SOUND TEST:
RAL TL05-149, 7-13-05
TYPE -OC
nu
0
0
o,
0
.Q
0
0
f h rive
HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
Ire,pf cot01p
y O
PAU MIC
RA
401 g
tis�0 ARC
Q�\pJheal
LU
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ZO
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B LOWER
LEVEL BLDG PLAN
A1,01
VAFA9 r
UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 UNIT Y2 -E N
LOT 9 LOT 10 LOT 11 LOT 12
BLDG 4B -MAIN LEVEL PLAN 0
3/16" = V-0"
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
ADDRESS
GENERIC
7869 WEST 42ND AVENUE
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
7865 WEST 42ND AVENUE
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
7861 WEST 42ND AVENUE
DRYWALL SCREWS AT 24" O.C.
7859 WEST 42ND AVENUE
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
Suite 250
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
BOARD
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
UL DESIGN U375
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
SOUND TEST:
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_
JOINTS.
� w
� O
ZO
wO U
C) = LU
Q o
z(D c�
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
rV
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
CONSTRUCTION
APPROPRIATE ROOF COVERING.
ISSUE DATE 11.09.2018
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
TRUSSES.
APPROX. CEILING
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE -AO
AREA SEPARATION WALLS
GA FILE NO. ASW
1004
PROPRIETARY*
PLOT PLAN NOTES
BLOCK 6, LOTS 9-12
PLOT PLAN ISSUE DATE: 05/23/2019
(REVISION 1: 06/26/2019)
LOT 9
• TOF = 27.9
• GARAGE SLAB = 27.0
• GRADE BEAM = 15"
(27.9-27.0=00.9' 12=11"+4"=15")
'FROST DEPTH MUST BE MAINTAINED
LOT 10
• TOF = 27.9
• GARAGE SLAB = 26.9
• GRADE BEAM = 16"
(27.9-26.9=01.0' 12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
• LOWERED FINISH GRADE AT PORCH 19"
LOT 11
• TOF = 27.9
• GARAGE SLAB = 26.7
• GRADE BEAM = 18"
(27.9-26.7=01.2' 12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT 12
• TOF = 27.9
• GARAGE SLAB = 26.5
• GRADE BEAM = 21"
(27.9-26.5=01.4' 12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
GYPSUM WALLBOARD, STEEL H STUDS
TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X
GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS
WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM
PANELS. (NLB)
A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL
COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES
IN SKETCH).
SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR
GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN
STUD SPACE ON BOTH SIDES.
2 HOUR FIRE
60 TO 64
STC
SOUND
*PROPRIETARY GYPSUM BOARD
THICKNESS:
3 1/2" (FIRE) 11 3/4" (SOUND)
THRIVE HOME
APPROX. WEIGHT:
9.5 PSF
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
GoddenjSudik
ARCHITECTS
DENSHIELD SHAFTLINER 1" SILENT GUARD
FIRE TEST:
UL R6937 (R14196),
GYPSUM LINER
Suite 250
04NK19014, 10-28-04,
BOARD
PAU MIC
RA
401 g
tisk- ARC
UL DESIGN U375
O4�1
Ing p\\jN5
SOUND TEST:
RAL TL05-149, 7-13-05
TYPE -OC
n
0
0
o,
0
.Q
0
0
f h rive
HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
Ire,pf cot 019
y O
PAU MIC
RA
401 g
tisk- ARC
o wheat
�i
r
O4�1
Ing p\\jN5
0
LU
U O
Q o
� w
� O
ZO
wO U
C) = LU
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z(D c�
O
F— wu<
O =
r
rV
Q
CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B MAIN
LEVEL BLDG PLAN
A1,02
76'-0"
UNIT Y4 -E UNIT Y1-1
LOT 9 LOT 10
BLDG 4B - UPPER LEVEL PLAN
3/16" = V-0"
UNIT Y1-1
LOT 11
ROOF -SOFFIT SYSTEMS
UNIT Y2 -E
LOT 12
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
ADDRESS
GENERIC
7869 WEST 42ND AVENUE
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
7865 WEST 42ND AVENUE
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
7861 WEST 42ND AVENUE
DRYWALL SCREWS AT 24" O.C.
7859 WEST 42ND AVENUE
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
Suite 250
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
BOARD
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
UL DESIGN U375
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
SOUND TEST:
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER —_—_
JOINTS.
� w
� O
ZO
wO U
C) = LU
Q o
z(D c�
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
rV
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
CONSTRUCTION
APPROPRIATE ROOF COVERING.
ISSUE DATE 11.09.2018
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
TRUSSES.
APPROX. CEILING
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE -AO
N
AREA SEPARATION WALLS
GA FILE NO. ASW
1004
PROPRIETARY*
PLOT PLAN NOTES
BLOCK 6, LOTS 9-12
PLOT PLAN ISSUE DATE: 05/23/2019
(REVISION 1: 06/26/2019)
LOT 9
• TOF = 27.9
• GARAGE SLAB = 27.0
• GRADE BEAM = 15"
(27.9-27.0=00.9' 12=11"+4"=15")
'FROST DEPTH MUST BE MAINTAINED
LOT 10
• TOF = 27.9
• GARAGE SLAB = 26.9
• GRADE BEAM = 16"
(27.9-26.9=01.0' 12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
• LOWERED FINISH GRADE AT PORCH 19"
LOT 11
• TOF = 27.9
• GARAGE SLAB = 26.7
• GRADE BEAM = 18"
(27.9-26.7=01.2' 12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT 12
• TOF = 27.9
• GARAGE SLAB = 26.5
• GRADE BEAM = 21"
(27.9-26.5=01.4' 12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
GYPSUM WALLBOARD, STEEL H STUDS
TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X
GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS
WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM
PANELS. (NLB)
A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL
COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES
IN SKETCH).
SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR
GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN
STUD SPACE ON BOTH SIDES.
2 HOUR FIRE
60 TO 64
STC
SOUND
*PROPRIETARY GYPSUM BOARD
THICKNESS:
3 1/2" (FIRE) 11 3/4" (SOUND)
THRIVE HOME
APPROX. WEIGHT:
9.5 PSF
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
GoddenjSudik
ARCHITECTS
DENSHIELD SHAFTLINER 1" SILENT GUARD
FIRE TEST:
UL R6937 (R14196),
GYPSUM LINER
Suite 250
04NK19014, 10-28-04,
BOARD
PAU MIC
RA
401 g
tisk- ARC
UL DESIGN U375
�N
SOUND TEST:
RAL TL05-149, 7-13-05
TYPE -OC
nu
0
0
o,
0
.Q
0
0
f h rive
HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
Ire, pf cot01p
y O
PAU MIC
RA
401 g
tisk- ARC
o�\Nheal
Ov
`► 1, '
�J r
�N
Uj
U O
Q o
� w
� O
ZO
wO U
C) = LU
Q o
z(D c�
O
F- wu<
O =
r
rV
Q
CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B UPPER
LEVEL BLDG PLAN
A1,03
LINE OF STUD
BELOW
LINE OF SOFFIT
VENTS RE. ROOF
CALCS, TYP.
LINE OF STUD
BELOW
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
PLOT PLAN NOTES
BLOCK 6, LOTS 9-12
PLOT PLAN ISSUE DATE: 05/23/2019
(REVISION 1: 06/26/2019)
LOT 9
• TOF=27.9
• GARAGE SLAB = 27.0
• GRADE BEAM = 15"
(27.9-27.0=00.9'12=11"+4"=15")
'FROST DEPTH MUST BE MAINTAINED
LOT 10
• TOF=27.9
• GARAGE SLAB = 26.9
• GRADE BEAM = 16"
(27.9-26.9=01.0'12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
• LOWERED FINISH GRADE AT PORCH 19"
LOT 11
• TOF=27.9
• GARAGE SLAB = 26.7
• GRADE BEAM = 18"
(27.9-26.7=01.2'12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT 12
• TOF=27.9
• GARAGE SLAB = 26.5
• GRADE BEAM = 21"
(27.9-26.5=01.4'12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
ROOF VENTING CALCULATIONS
Y4 ROOF:
TOTAL ROOF AREA = 921 SQ. FT. = 132,624 1 N
REQUIRED VENTILATION:
X/300 = 443 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 4 VENTS @ 51 INz = 204 INz (46%)
AT EAVE: 24 LINEAR FEET @ 10 INz = 240 INz
TOTAL PROVIDED: 444 INz
Y2 -E (END UNIT) ROOF:
TOTAL ROOF AREA = 803 SQ. FT. = 115,632 1 N
REQUIRED VENTILATION:
X/300 = 386 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 3 VENTS @ 51 INz = 153 INz (40%)
AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz
TOTAL PROVIDED: 403 INz
Y1-1 ROOF:
TOTAL ROOF AREA = 638 SQ. FT. = 91,872 INz
REQUIRED VENTILATION:
X/300 = 307 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 3 VENTS @ 51 INz = 153 INz (49%)
AT EAVE: 16 LINEAR FEET @ 10 INz = 160 INz
TOTAL PROVIDED: 313 INz
BLDG 4B - ROOF PLAN
3/16" = V-0"
UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 j
LOT 9 LOT 10 LOT 11 II
I I
ROOF -SOFFIT SYSTEMS
UNIT Y2 -E
LOT 12
- LINE OF SOFFIT
VENTS RE. ROOF
CALCS. TYP.
ROOF VENTS, RE
ROOF CALCS.
COORDINATE
LOCATION WITH
PLACEMENT OF
SOLAR PANELS, TYP.
N
O
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
4-0" 4-0" 4-0" 4-0" 8'-0"
2602
v =
GENERIC
1875 LAWRENCE
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
SUITE 900
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
80202
DRYWALL SCREWS AT 24" O.C.
FAX: 303.348.1384
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
o =
ARCHITECTS
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
O
v =
r-------- ----- ---
.. ....................
Centennial, CO 80111
JOINTS.
...............
�
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APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
---------
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CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
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TRUSSES.
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APPROX. CEILING
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WEIGHT:
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FIRE TEST:
FM FC 172, 2-25-72;
C%�
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LLJ
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DWELLING UNIT
1'-4"
DOCUMENTS
ISSUE DATE 11.09.2018
SEPARATION WALL SHALL
' 4:12
rn
BE CONTINUOUS FROM THE
1
co
FOUNDATION TO THE
-4 \'
UNDERSIDE OF THE ROOF
O.H.
O.H.
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A1,04
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1 4 „
O.H.ISHALL BE CONTINUOUS
FROM THE
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UNIT Y4 -E UNIT Y1-1 UNIT Y1-1 j
LOT 9 LOT 10 LOT 11 II
I I
ROOF -SOFFIT SYSTEMS
UNIT Y2 -E
LOT 12
- LINE OF SOFFIT
VENTS RE. ROOF
CALCS. TYP.
ROOF VENTS, RE
ROOF CALCS.
COORDINATE
LOCATION WITH
PLACEMENT OF
SOLAR PANELS, TYP.
N
O
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
THRIVE HOME
GENERIC
1875 LAWRENCE
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
SUITE 900
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
80202
DRYWALL SCREWS AT 24" O.C.
FAX: 303.348.1384
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
ARCHITECTS
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
303.455.4437
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
5975 S. Quebec Street
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
Centennial, CO 80111
JOINTS.
y O
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
401 g
F
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
o�\Nheal
'N
APPROPRIATE ROOF COVERING.
q
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
Uj
TRUSSES.
U O
APPROX. CEILING
-
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
C%�
ITS, 8-6-98
TYPE -AO
ROOF VENTING NOTES
2018 INTERNATIONAL RESIDENTIAL CODE
• REFER TO GENERAL ROOF NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• VENTILATION REQUIRED: ENCLOSED ATTICS AND
ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS
ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH
SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED
AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION
OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16" MIN.
AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST
DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH
CORROSION -RESISTANT WIRE CLOTH SCREENING OR
SIMILAR MATERIAL W/ OPENINGS HAVING A LEAST
DIMENSION OF 1/16" MIN. AND 1/4" MAX. PER 2018 IRC
SECTION R806.1.
• MINIMUM VENT AREA: THE MINIMUM NET FREE
VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE
VENTED SPACE. REDUCTION OF THE MINIMUM NET FREE
VENTILATING AREA TO 1/300 IS PERMITTED PROVIDED
THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE
REQUIRED VENTILATING AREA IS PROVIDED BY
VENTILATORS LOCATED IN THE UPPER PORTION OF THE
ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE
LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY,
WITH THE BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY EAVE OR CORNICE VENTS, PER 2018 IRC
SECTION R806.2.
• VENT AND INSULATION CLEARANCE: ROOF VENT
LOCATIONS TO BE COORDINATED WITH TRUSSES SO AS
NOT TO BLOCK THE FREE FLOW OF AIR AND REDUCE THE
NET FREE AREA. WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE
FLOW OF AIR. A MINIMUM OF A 1" SPACE SHALL BE
PROVIDED BETWEEN THE INSULATION AND THE ROOF
SHEATHING AT THE LOCATION OF THE VENT PER 2018 IRC
SECTION R806.3.
• INSULATION BAFFLES: WHERE SOFFIT VENTS ARE
INDICATED, INSTALL INSULATION BAFFLES TO PROVIDE
CLEAR AIR SPACE AS REQUIRED. REFER TO DETAILS FOR
ADDITIONAL INFORMATION.
• LIMIT ROOF VENTS TO NO MORE THAN TWO OPENINGS PER
ROOF SHEATHING PANEL WITH NO TWO OPENINGS IN THE
SAME PANEL BETWEEN THE SAME TRUSSES.
• UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER
ASSEMBLIES PERMITTED PER 2018 IRC SECTION R806.5.
AREA INDICATES COMPLIANCE W/ IRC 2012
R302.2.2 EXCEPTION - IN LIEU OF PARAPET
WALLS THE ROOF SHEATHING IS NOTED AS
BEING FIRE RETARDANT TREATED WOOD
FOR A MINIMUM OF 4 FEET FROM THE
PROPERTY LINE WHICH DOES NOT ALLOW
FOR PENETRATIONS OF VENTS AND INTAKES
LINE INDICATES SOFFIT VENTS
APPROXIMATE AREA AVAILABLE FOR
INSTALLATION OF SOLAR PANELS. LOCATION
VARIES PER SITE ORIENTATION.
CONTRACTOR TO COORDINATE DETAILS AND
L REQUIREMENTS OF INSTALLATION, TYP.
4REA SEPARATION WALLS
ROOF PLAN NOTES
2018 INTERNATIONAL RESIDENTIAL CODE
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM
FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS.
ALL SOFFITS ARE TO BE FLAT, U.N.O.
• ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER
THE SUPERVISION OF A COLORADO LICENSED
STRUCTURAL ENGINEER.
• ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR
OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES.
PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO
CONNECT ROOF AREAS.
• PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO
PROVIDE ATTIC VENTILATION AS REQUIRED PER 2018 IRC
SECTION R806. RE: ROOF VENTING NOTES AND
CALCULATIONS.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2018 IRC SECTION P2606. WHERE APPLICABLE,
PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE IRC.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2018 IRC SECTION P2607.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
• ROOF ASSEMBLIES PER 2018 IRC CHAPTER R901:
ROOF ASSEMBLIES SHALL PROVIDE A WEATHER
RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER
PROTECTION PER 2018 IRC SECTION R903 AND ROOF
COVERINGS PER SECTION R905.
RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION.
• CRICKETS AND SADDLES SHALL BE INSTALLED AT THE
REQUIRED LOCATIONS PER 2018 IRC SECTION R903.2.2.
CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE
TO THE CRICKET OR SADDLE SLOPE.
• LOW SLOPE ROOFS -ASPHALT SHINGLES:
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF
SLOPES OF 2:12 OR GREATER.
DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF
SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2018 IRC
SECTION R905.2.2.
• AN ICE BARRIER SHALL BE INSTALLED AT EAVES,
EXTENDING FROM THE LOWEST EDGE TO A POINT AT
LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2018
IRC SECTION R905.1.2 OR AS REQUIRED BY LOCAL
AMENDMENTS.
• METAL ROOF PANELS:
THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT
REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY
WITH 2018 IRC SECTION R905.10.
• ROOF DRAINAGE PER 2018 IRC SECTION R801.3:
SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER
BUILDER'S SPECIFICATION AND MANUFACTURER'S
REQUIREMENTS BASED ON THE RAINFALL RATE AND
CALCULATED AREA BEING DRAINED.
WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS
SHALL BE PROVIDED PER SECTION R903.4.1.
SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER
ASSEMBLIES PER 2018 IRC SECTION R806.5:
UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE
CEILING JOISTS OF THE TOP STORY AND THE ROOF
SHEATHING) SHALL BE PERMITTED IF ALL OF THE
FOLLOWING CONDITIONS ARE MET:
1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN
THE BUILDING THERMAL ENVELOPE.
2. NO INTERIOR CLASS 1 VAPOR RETARDERS ARE
INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE
UNVENTED ATTIC ASSEMBLY.
3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A
MINIMUM 1/4" VENTED AIRSPACE SEPARATES THE
SHINGLES OR SHAKES AND THE ROOFING
UNDERLAYMENT ABOVE THE STRUCTURAL SHEATHING.
4. IN CLIMATE ZONES 5, 6, 7 AND 8, ANY AIR -IMPERMEABLE
INSULATION SHALL BE A CLASS II VAPOR RETARDER,
OR SHALL HAVE A CLASS II VAPOR RETARDER COATING
OR COVERING IN DIRECT CONTACT WITH THE
UNDERSIDE OF THE INSULATION.
5. INSULATION SHALL BE LOCATED IN ACCORDANCE WITH
ITEMS 5.1 AND 5.2:
-5.1 EITHER ITEMS 5.1.1, 5.1.2, 5.1.3 OR 5.1.4 SHALL BE
MET, DEPENDING ON THE AIR PERMEABILITY OF THE
INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF
SHEATHING.
-5.2 WHERE PREFORMED INSULATION BOARD IS
USED AS THE AIR -IMPERMEABLE LAYER, IT SHALL BE
SEALED AT THE PERIMETER OF EACH INDIVIDUAL
SHEET INTERIOR SURFACE TO FORM A CONTINUOUS
LAYER.
GA FILE NO. ASW GYPSUM WALLBOARD, STEEL H STUDS 2 HOUR FIRE
1004 60 TO 64
PROPRIETARY* STC
SOUND
TWO LAYERS 1" X 24" PROPRIETARY (MOISTURE RESISTANT) TYPE X
GYPSUM PANELS INSERTED BETWEEN 2" FLOOR AND CEILING RUNNERS
WITH 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYPSUM
PANELS. (NLB)
A 3/4" MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN STEEL
COMPONENTS AND ADJACENT FRAMING (INDICATED BY DASHED LINES
IN SKETCH).
SOUND TESTED WITH 2X4 STUD WALL FACED WITH 1/2" REGULAR
GYPSUM WALLBOARD EACH SIDE OF SYSTEM AND 3 1/2" GLASS FIBER IN
STUD SPACE ON BOTH SIDES.
*PROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
DENSHIELD SHAFTLINER 1" SILENT GUARD
GYPSUM LINER
BOARD
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
TYPE -OC
3 1/2" (FIRE)
9.5 PSF
UL R6937 (R14196),
04NK19014, 10-28-04,
UL DESIGN U375
RAL TL05-149, 7-13-05
11 3/4" (SOUND)
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HOME BUILDERS
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B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B ROOF
PLAN
A1,04
o�
LO
oI
11.
ROOF VE"'T"
ROO
COC
LOCATI
PLACE
SOLAR PANI
UPPER LEVE
CONTROLJ(
AS SHOW ANI
MANUFACT
SPECIFICATIONS. ANI
ASTM
WOOD TR
RE:DE
UPPER LEVE
MAIN LEVEL
36" HIGH RA
DRAIN THRC
COMPOSITE �
DECK
MAIN LEVEL
LOWER LEVE
LOWER LEVE
BLDG 4B - RIGHT ELEVATION
LO
0
w
LO
0
3/16" = V-0"
w =
x w O
UPPER LEVEL PLATE o 0
UPPER LEVEL
v MAIN LEVEL PLATE
v
CONCRETE
CAP
rh MAIN LEVEL
W-) LOWER LEVEL PLATE
v
� LOWER LEVEL_
UNIT Y2 -E
LOT 12
22'-0"
BLDG 4B - FRONT ELEVATION
3/16" = V-0"
R El
F11
ASPHALT SHINGLE
ROOFING
1X8 FASCIA
GUTTERS AND
DOWNSPOUTS, TYP.
PAINT TO MATCH
ADJACENT
MATERIALS
8" EXPOSURE
COMPOSITE LAP
SIDING
1X4 WINDOW TRIM,
TYP.
VINYL WINDOWS,
TYP.
ASPHALT SHINGLE
ROOFING
UTILITIES METERS
RE: SITE PLAN
COMPOSITE PANEL
BOARD SIDING
BRICK VENEER,
TYP.
16-6" 16-6"
■ ■
LEI ■
---- -- -- ----
UNIT Y4 -E
LOT 9
UNIT Y1-1
LOT 10
UNITY1-1
LOT 11
20'-0"
BLOCK #, LOTS ##-##
BUILDING TYPE ##
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
ASPHALT SHINGLE
ROOFING
GUTTERS AND
DOWNSPOUTS, TYP.
PAINT TO MATCH
ADJACENT
MATERIALS
CONTROL JOINTS AS SHOW AND PER
MANUFACTURER SPECIFICATIONS.
AND PER ASTM C1063
w x� 1X8 FASCIA
w O
x
0 0
� N ..., 1X4 STUCCO
WINDOW TRIM, TYP.
VINYL WINDOWS,
TYP.
STUCCO SYSTEM
PER SPEC
WOOD TRELLIS
RE:DETAILS
8" EXPOSURE
COMPOSITE LAP
SIDING
VINYL SLIDING
GLASS DOOR, TYP.
36" HIGH RAILING,
TYP.
DRAIN THROUGH,
COMPOSITE WOOD
DECK, TYP.
1X12 FIBER CEMENT
TRIM RE:DETAILS
ROOF AT UNIT
ENTRY DOORS, TYP.
LIGHT FIXTURE,
RE: ELECTRICAL
ADDRESS PLAQUE,
TYP. FONT AS ART
DECO OR SIMILAR
BRICK VENEER,
TYP.
PLOT PLAN NOTES
BLOCK 6, LOTS 9-12
PLOT PLAN ISSUE DATE: 05/23/2019
(REVISION 1: 06/26/2019)
LOT 9
• TOF=27.9
• GARAGE SLAB = 27.0
• GRADE BEAM = 15"
(27.9-27.0=00.9'12=11"+4"=15")
'FROST DEPTH MUST BE MAINTAINED
LOT 10
• TOF=27.9
• GARAGE SLAB = 26.9
• GRADE BEAM = 16"
(27.9-26.9=01.0'12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
• LOWERED FINISH GRADE AT PORCH 19"
LOT 11
• TOF=27.9
• GARAGE SLAB = 26.7
• GRADE BEAM = 18"
(27.9-26.7=01.2'12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT 12
• TOF=27.9
• GARAGE SLAB = 26.5
• GRADE BEAM = 21"
(27.9-26.5=01.4'12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
ELEVATION NOTES
2018 INTERNATIONAL RESIDENTIAL CODE
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS.
• REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL
CONSTRUCTION, PLATE HEIGHTS, AND NOTES.
• REFER TO PLANS AND DETAILS FOR FIRE RATED
ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2018 IRC SECTION P2606. WHERE APPLICABLE,
PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE IRC.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2018 IRC SECTION P2607.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• EXTERIOR COVERING PER 2018 IRC SECTION R703:
EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE
BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL
ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4.
RE: DETAILS FOR ADDITIONAL INFORMATION.
• HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS):
FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED
GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A
MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A
MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404.
• CLEARANCE TO GRADE PER 2018 IRC SECTION R703:
UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER
MANUFACTURER'S INSTALLATION REQUIREMENTS,
EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM
ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR
BEARING AND ADHERED MASONRY VENEERS AND A
MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR
WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT
FLATWORK OR ROOF SURFACES A MINIMUM OF 2".
• TYPICAL WINDOW HEAD HEIGHT, U.N.O.
LOWER LEVEL: 8'-0"
MAIN LEVEL: 8'-0"
UPPER LEVEL: 7'-0"
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HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B BLDG
ELEVATIONS
A3.01
BLOCK #, LOTS ##-## PLOT PLAN NOTES ELEVATION NOTES
BUILDING TYPE ## BLOCK 6, LOTS 9-12 2018 INTERNATIONAL RESIDENTIAL CODE
PLOT PLAN ISSUE DATE: 05/23/2019
LOT ADDRESS (REVISION 1: 06/26/2019) REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON ELEVATIONS.
LOT 9
9 7869 WEST 42ND AVENUE • TO = 27.9 REFER TO BUILDING SECTIONS FOR ADDITIONAL WALL
• GARAGE SLAB = 27.0 CONSTRUCTION, PLATE HEIGHTS, AND NOTES.
• GRADE BEAM = 15"
ROOF VENTS, RE: 10 7865 WEST 42ND AVENUE (27.9 - 27.0 = 00.9' 12 = 11" + 4" = 15") REFER TO PLANS AND DETAILS FOR FIRE RATED
ROOF CALCS. 'FROST DEPTH MUST BE MAINTAINED ASSEMBLY LOCATIONS, PER LOT SPECIFIC CONDITION.
COORDINATE
ASPHALT SHINGLE LOCATION WITH 11 7861 WEST 42ND AVENUE LOT 10 THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
ROOFING PLACEMENT OF TO = 27.9 AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
SOLAR PANELS, TYP. GARAGE SLAB = 26.9 WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
1X8 FASCIA N 12 7859 WEST 42ND AVENUE GRADE BEAM = 16" PER 2018 IRC SECTION P2606. WHERE APPLICABLE,
12 (27.9 - 26.9 = 01.0' 12 = 12" + 4" = 16") PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL BE
GUTTERS AND 4 2 'FROST DEPTH MUST BE MAINTAINED SEALED IN ACCORDANCE WITH THE REQUIREMENTS OF
DOWNSPOUTS, TYP. w = LOWERED FINISH GRADE AT PORCH 19" THE IRC.
PAINT TO MATCH 2'-0" O.H. w
=_0 2'-0" HEEL. LOT 11 WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
ADJACENT 1 4 O.H.) o � (1'-4" O.H.)
MATERIALS ( _ • TO = 27.9 VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
CO GARAGE SLAB = 26.7 WATER TIGHT PER 2018 IRC SECTION P2607.
• GRADE BEAM = 18"
UPPER LEVEL PLATE (27.9 - 26.7 = 01.2' 12 = 14" + 4" = 18") PIPES AND VENTS SHALL BE PAINTED TO MATCH
'FROST DEPTH MUST BE MAINTAINED ADJACENT MATERIALS.
CONTROL JOINTS
AS SHOW AND PER LOT 12 SCUPPERS &DOWNSPOUTS ARE TO BE FIELD VERIFIED
8" EXPOSURE ❑
El
E
MANUFACTURER TO = 27.9 FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
o� COMPOSITE LAPSPECIFICATIONS. AND PER GARAGE SLAB = 26.5 ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
SIDING El ASTM C1063 GRADE BEAM = 21" AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
(27.9 - 26.5 = 01.4' 12 = 17" + 4" = 21 ") REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
OO'FROST DEPTH MUST BE MAINTAINED THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
WOOD TRELLIS
R TRE FOR DETAILS AND LOCATIONS.
UPPER LEVEL EXTERIOR COVERING PER 2018 IRC SECTION R703:
0010 EXTERIOR WALL ASSEMBLIES SHALL PROVIDE THE
o MAIN LEVEL PLATE BUILDING WITH A WEATHER RESISTANT EXTERIOR WALL
ENVELOPE AND SHALL INCLUDE FLASHING PER R703.4.
36" HIGH RAILING, RE: DETAILS FOR ADDITIONAL INFORMATION.
TYP. HEIGHT ABOVE FINISHED GRADE (FOUNDATIONS):
1X4 WINDOW TRIM, FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED
DRAIN THROUGH,
o� TYP. COMPOSITE WOOD GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A
VINYL WINDOWS, DECK, TYP. MINIMUM OF 4" WHERE MASONRY VENEER IS USED AND A
TYP MINIMUM OF 6" ELSEWHERE PER 2018 IRC SECTION R404.
0
ASPHALT SHINGLEILLA
ROOFING CLEARANCE TO GRADE PER 2018 IRC SECTION R703:
UNLESS NOTED OTHERWISE OR WHEN DIRECTED PER
11111 11 A 111111 1'-4" O.H. 2'-4" O.H. 1'-4" O.H. MANUFACTURER'S INSTALLATION REQUIREMENTS,
EXTERIOR WALL CLADDINGS SHALL BE ELEVATED FROM
ADJACENT FINISHED GRADE A MINIMUM OF 4" FOR
MAIN LEVEL + BEARING AND ADHERED MASONRY VENEERS AND A
LO LOWER LEVEL PLATE MINIMUM OF 6" FOR OTHER WALL CLADDINGS. EXTERIOR
Lk WALL CLADDINGS SHALL BE ELEVATED FROM ADJACENT
0 FLATWORK OR ROOF SURFACES A MINIMUM OF 2".
• TYPICAL WINDOW HEAD HEIGHT, U.N.O.
LOWER LEVEL: 8'-0"
00
UTILITIES METERS
RE: SITE PLAN UPPER LEVEL: 7'-0"
BLDG 4B - LEFT ELEVATION
3/16" = V-0"
ROOF VENTS, RE: ROOF CALCS.
COORDINATE LOCATION WITH
PLACEMENT OF SOLAR PANELS, TYP.
ASPHALT SHINGLE
ROOFING
GUTTERS AND DOWNSPOUTS,
TYP. PAINT TO MATCH
ADJACENT MATERIALS
UPPER LEVEL PLATE
1X8 FASCIA
VINYL WINDOWS,
TYP.
o� 8" EXPOSURE
COMPOSITE LAP
SIDING
UPPER LEVEL
o MAIN LEVEL PLATE
1X4 WINDOW TRIM,
TYP.
1X8 TRIM
o ASPHALT SHINGLE
ROOFING
LO
o,
MAIN LEVEL
LOWER LEVEL PLATE
LIGHT FIXTURE,
RE: ELECTRICAL
ADDRESS PLAQUE,
TYP. FONT AS ART
DECO OR SIMILAR
BRICK VENEER,
TYP.
LOWER LEVEL
UNIT Y4 -E
LOT 9
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UNIT Y4 -E
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HOME BUILDERS
Homes that do more.
THRIVE HOME
B U I L D E R S
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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CONSTRUCTION
DOCUMENTS
ISSUE DATE 11.09.2018
4-PLEX-B BLDG
ELEVATIONS
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DENVER, COLORADO
02.11.2020
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YNA YNA
WEST 43RD CIRCLE
WEST 43RD PLACE
---- -- --- --- --- --- --
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WEST 42ND AVENUE
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SITE SPECIFIC PLOT PLAN NOTES:
LOI 9
TOF = 27.9
GARAGE SLAB =27.0
GRADE BEAM =15"
(27.9-27.0=00.9'12=11"+4"=15"
'FROST DEPTH MUST BE MAINTAINED
LOT = 10
TOF = 27.9
GARAGE SLAB =26.9
GRADE BEAM =16"
(27.9-26.9=01.0'12=12"+4"=16")
'FROST DEPTH MUST BE MAINTAINED
LOT = 11
TOF = 27.9
GARAGE SLAB =26.7
GRADE BEAM =18"
(27.9-26.7=01.2'12=14"+4"=18")
'FROST DEPTH MUST BE MAINTAINED
LOT = 12
TOF = 27.9
GARAGE SLAB =26.5
GRADE BEAM =21"
(27.9-26.5=01.4'12=17"+4"=21")
'FROST DEPTH MUST BE MAINTAINED
REVISIONS:
06-26-19 - GRADING REVISED ALONG LEFT SIDE
OF LOT 9 PER NEW GRADING PLAN - AL.
0 20 40
SCALE: 1"=20'
MODEL OPTIONS:
SUBDIVISION: YARROW GARDENS FILING NO. 3
COUNTY: JEFFERSON CITY: WHEATRIDGE
ADDRESS:
THB WestRidge LLC
PLOT PLAN
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PAN
WEST 42ND AVENUE
R.O.W. VARIES
• PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR
FOUNDATION PLAN LAYOUT.
• PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING
AUTHORITY PRIOR TO STAKEOUT.
• EASEMENTS DISPLAYED ON THIS PLOT ARE FROM THE RECORDED
PLAT AND MAY NOT INCLUDE ALL EASEMENTS OF RECORD.
• PLOT PLAN MUST BE APPROVED BY BUILDER PRIOR TO ORDERING
STAKEOUT
• LOT CORNER ELEVATION CHECK. NOT TAKEN
T Meg GSSARROW GARDENS P3\YARROWGARDENS F3 tlwg 6S6SN94: 00: 46 PM 9=11
LOT 9 -12
BLOCK 6
LOT
ADDRESS
9
7869 WEST 42ND AVENUE
10
7865 WEST 42ND AVENUE
11
7861 WEST 42ND AVENUE
12
7859 WEST 42ND AVENUE
Reviewed for Zoning Compliance by the 11,
City of Wheat Ridge Planning Division
APPROVED
BY:
DATE: 4/2/2021
COMMENTS:
6 Z Reviewed EVthe City of Wheat Ridge \�
13 Engineering Division
4.8' NO EXCEPTIONS TAKEN I
1.0 FRONT
SETBACK
ry By; Jordan Jefferies
DAA; 3/31/2021
p1.0 COMMENTS: A grading certificatin with ILC or
0
° 'O updated CCP required prior to CO
LEGEND
Ok W hear R.
U r �CID
0
6G7/a'n9 D1J\y c
LOWERED FINISH GRADE:
X® HOUSE
X57 -XI PORCH
® GARAGE/CRAWL SPACE
FX --XI FOUNDATION STEP
xX' CONCRETE
RISER COUNT
CONCRETE ELEVATION
`saxx.KX DIRT/GONG. ELEVATION AT
e CENTER OF CURB STOP
(xx.xx) DIRT/cONC. ELEVATION AT
CENTER OF METER PIT
urveying, Inc.
�vclMmgh Mwnveae•rSXM®a1XV RM
South Yosemite Street 1100 Centennial, CO 80112
: (303) 850-0559 Fax: (303) 850-0711
if- iNFo®bisurvev.nef
GENERALNOTES
THESE DRAWNGS ARE °BUILDERS PLANSINDICATING GENERAL DESIGN
INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE ANY
ADDITIONAL CONSTRUCTION DETAILS REQUIRED AND TO DICTATE
METHODS OF CONSTRUCTION. THE BUILDER SHALL VERIFY ALL
DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS
BETWEEN MATERIALS OR COMPONENTS. THE BUILDER SHALL VERIFY
EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWNGS
INCLUDING ALL EXISTING GRADES AT THE SITE.
THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES
OR DEFICIENCIES IN THE DRAWNGS PRIOR TO CONSTRUCTION. FAILURE
TO NOTIFY THE ENGINEER SHALL CONSTITUTE ACCEPTANCE BY THE
CONTRACTOR OF ALL RESPONSIBILITY.
THIS IS A CUSTOM DESIGN FORA SPECIFIC SITE. THESE PLANS MAY NOT
BE USED ON ANY OTHER SITE WTH OUT THE ENGINEER'S PRIOR, WRITTEN
APPROVAL
ANY CHANGES TO THESE PLANS WITHOUT PRIOR WRITTEN CONSENT BY
THE ENGINEER SHALL CONSTITUTE ACCEPTANCE OF RESPONSIBILITY BY
THE BUILDER AND OMER OF THAT CHANGE.
THE CONTRACTOR SHALL PROVIDE MECHANICAL AND ELECTRICAL
ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR INTENDED
PURPOSE. MECHANICAL CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL
NECESSARY FLUE CHASES. DUCTS & EQUIPMENT.
THEBUILDER/CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM
TO ALLAPPD CABLE BUILDING CODES.
FRAMING NOTES
ALL EXTERIOR WALLS TO BE PLATFORM FRAMED TO BOTTOM OF JOIST,
RAFTER OR TRUSS WTH DOUBLE TOP PLATE AND SINGLE BOTTOM
PLATE. LOAD BEARING WALLS OVER 10' SHALL BE 2x8 AT 18" ON CENTER.
ALL INTERIOR BEARING WALLS ARE 2X4 WOOD STUDS AT 18" ON CENTER,
U NO INTERIOR BEARING WALLS TO BE FRAMED WITH DOUBLE TOP
PLATE AND SINGLE BOTTOM PLATE. NONLOADBEARING WALLS OVER 14'
UNSUPPORTED HEIGHT SHALL BE 2X8 AT 18" ON CENTER. ALL OTHER
INTERIOR NON-BEARING WALLS SHALL BE 2X4 WOOD STUDS AT 16" ON
CENTER. PROVIDE TREATED WOOD SILLS WHERE REQUIRED BY CODE.
STUDS AND PLATES SHALL BE "STUDS" OR #2 STRUCTURAL LIGHT
FRAMING, HEMFIROR BETTER. FINGER JOINTED STUDS ALLOWED
PROVIDED THEY MEET STUD GRADE QUALITY.
PROVIDE "SOLID STUDS;' 2 MINIMUM GANGED STUDS IN WALLS AND AT
BEAM BEARINGS AS SIT OWN CONTI N U OU S TH ROU GH SOLID BLOCKING IN
FLOORS
ALL SINGLE BRACED LVUS CALLED OUT SHALL BE BRACED WITH SINGLE
DIMENSIONAL LUMBER OF CLOSEST SIZE.
ALL MULTIPLE BEAMS SHALL BE GLUED, NAILED AND/OR BOLTED AS PER
MANUFACTURER'S RECOMMENDATIONS.
FOUNDATION PLATES SHALL BE REDWOOD CONSTRUCTION COMMON OR
PRESSURE TREATED DOUGFIRAND ANCHORED TO FOUNDATION PC 1/2"
DIA. ANCHOR BOLTS W/ 8" MIN. EMBEDMENT @ 48" OC. MAX UNLESS
NOTED OTHERW E.
FLOOR JOISTS SHALL BE TJ A AS MANUFACTURED BY WEYERHAUSER OR
APPROVED EQUALS INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
SEE MANUFACTURER'S MANUAL FOR REQUIRED BLOCKING, FILLERS AND
NAILING REQUIREMENTS.
ROOF FRAMING SHALL BE PRE-ENGINEERED TRUSSES.
LVL BEAMS SHALL BE MICRO -LAMS AS MANUFACTURED BY TRUSS JOIST
CORP OR EQUAL WITH Fb 2800 PSI. FV 285 PSI E 1000 KSI. TO BE
INSTALLED PER MANUFACTURER'S REQUIREMENTS. WOOD BEAMS TO
BEAR FULL DEPTH OF WALL LESS RIM BOARD WHERE APPLICABLE.
ENGINEERED WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 2"
UNO
ENGINEERED WOOD BEAMS AND HEADERS SPECIFIED 'E W", SHALL BE
AS MANUFACTURED BY TRUSS JOIST CORPORATION, BOISE, IDAHO (OR
APPROVED EQUAL) WITH THE FOLLOWING PROPERTIES
8 5/8" DEEP OR SMALLER
Fb =1,700 PSI
W = 400 PSI
E=1,300,000 PSI
9 1/4" DEEP AND LARGER
To = 2,325 PSI
W = 310 PSI
E=1,500,000 PSI
MI CROLAM BEAMS AND HEADERS SPECIFIED DAY OE' SHALL HAVE THE
FOLLOWNG PROPERTIES
Fb = 2,800 PSI
W = 285 PSI
E = 1,000,00 PSI
BUILT-UP TIM BERSTRAND BEAMS MAY BE SUBSTITUTED FOR SINGLE PLY
TIM BERSTRAND HEADERS PROVIDED THAT THE TOTAL AN DTH I S
GREATER THAN OR EQUAL TO THAT DESIGNATED ON PLAN. BUILT-UP
BEAMS MUST BE ATTACHED PER MOST STRINGENT INDICATED PER
MA N U FACTU HER RECOM M EN PAUL ON S, UN LESS NOTED OTHFEW SEON
PLANS
MI CROLAMA (M.L OR LV LJ MAY BE SUBSTITUTED F OR TI M BEASTRAY D
IT.S. OR L SL) OF TH E SAM E WDTH AND DEPTH, AS DESIGNATED ON
PLAN
BOISE VERA LAM BEAMS MAYBE SUBSTITUTED FOR TIM BERSTRAND OR
MI CROLAM BEAMS OF THE SAME TOTAL WIDTH AND DEPTH, AS
DESIGNATED ON PLAN.
PROVIDE MIN. 1-1/8" TIMBERSTRAND LSL RIM BOARD. UN O.
FLOOR SHEATHING SHALL BE 3/4" T&G, APA RATED STUFF -I- FLOOR , 24"
O C., EXPOSURE I, T&G. GLUE AND NAIL WITH Btl COMMON NAILS AT A"
OC. AT ALL PANEL EDGES AND 12" OC. AT ALL INTERMEDIATE
SUPPORTS
WALL SHEATHING SHALL BE 7/16 0 A . APA RATED PER TYPICAL WALL
SECTION WITH A MINIMUM NAILING OF A" AT EDGES AND 12" IN FIELD.
METAL CONNECTORS SPECIFIED 'SIMPSON' ON PLANS ARE
MANUFACTURED BY SIMPSON STRONG TIE INC. METAL CONNECTORS
SPECIFIED 'USP' ON PLANS ARE MANUFACTURED BY UNITED STEEL
PRODUCTS. SUBSTITUTIONS BY OTHER MANUFACTURERS ALLOWED
PROVIDED STRENGTH OF SPECIFIED CONNECTORS IS MET OR
EXCEEDED. NAILING/INSTALLATION OF CONNECTORS TO BE PER
MANUFACTURER'S RECOMMENDATIONS.
PROVIDE HURRICANE ANCHORS (SIMPSON ITS 5/H25A/H25T OR USP RT7
HURRICANE CLIPS AT EACH TRUSS/RAFTER AND ADD'L SIMPSON H7 OR
USP RT20 AT ALL GIRDER TRUSSES, TYP. UN.0). PROVIDE REQUIRED
BLOCKING AT ALL TRUSS / RAFTER BEARING.
DENOTES LOAD BEARING WALL
ALL OPENINGS IN EXTERIOR WALLS (DOORS, WNDOWS, ETC) SHALL
HAVE MINIMUM HEADERS OF (2) 2X8'S, WITH 1-2X TRIMMER STUD & 1-2X
KING STUD AT ALL OPENINGS UP TO 8'-0" WIDE - TYPI CAL U N O.
ALL OPENINGS OVER 8'-0" SHALL HAVE HEADER, KING STUDS AND
TRI MMERS AS INDICATED ON PLAN. KING STUDS ARE NOTED AS "K" AND
TRIMMER STUDS ARE NOTED AS "T".
ALL MULTIPLE BEAM HEADERS SHALL BE ATTACHED IN ACCORDANCE
WTH MANUFACTURER'S SPECIFICATIONS. FOR SAM LUMBER, USE (2)
ROWS OF 16d NAILS @ 18" O C USE NAILING BOTH SIDES FOR 3 OR 4
PILLS
ALL 2 -STORY FRAME WALLS (UP TO 19' PLATE HEIGHT) SHALL BE
BALLOON FRAMED WTH 2X8 STUDS @ 12" DC. UNLESS NOTED
OTHERWME ON PLANS.
PROVIDE ICC APPROVED JOIST HANGERS AT ALL "FLUSH FRAME"
CONDITIONS AND AS DEPICTED ON FRAMING PLANS. PROVIDE ANY
OTHER POST BASES, MULTIPLE JOIST HANGERS, AND BEAM
CONNECTORS AS REQUIRED. INSTALL WTH NUMBER AND TYPE OF NAILS
RECOM M EN DED BY MANUFACTURER. REF ER HA N GER SCH EDULE.
FRAMER RESPONSIBLE FOR BACKOUT FRAMING REQUIRED AT PLUMBING
AND HEATING RUNS & CHASES.
CARRY ALL POINT LOADS CONTINUOUS TO THE FOUNDATION. PROVIDE
SQUASH BLOCKING. PROVIDE SOLID BLOCK UNDER ALL 22X & LARGER
POSTS TO FOUNDATION OR SUPPORTING BEAM. SQUASH BLOCKS ARE
NOT SHOWN ON PLAN FOR CLARITY.
DESIGN LOADS WTH LOCAL AMENDMENTS
A. ROOF (SNOW) 30 PSF LIVE
B. ROOF 20 PSF DEAD
TOP CHORD =12.5 PSF & BOTTOM CHORD = 7 5 PSF
C. GROUND SNOW 30 PSF
D. FLOORS AND INTERIOR STAIRS 40 PSF LL, 15 PSF DL
E EXTERIOR DECKS 40 PSF LL, 15 PSF DL
E WND 105 MPH EXPOSURE C G SEC GUST)
G. SEISMIC CATEGORY B
H. WEATHERING. SEVERE
L FROST DEPTH. 36 INCHES
J. TERMITE INFESTATION. SDGHTTO MODERATE
K.DECAY NONE TO SLIGHT
DESIGN CODES
A IRC2018
B ASCE7
C. RISC STEEL CONSTRUCTION MANUAL
D. AD BUILDING CODE 318
onnr NI(1TCC
WOOD ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED
PROFESSIONAL ENGINEER LICENSED TO PRACTICE INTHE STATE OF
COLORADO. CALCULATED LIVE LOAD DEFLECTI ONS OF TRUSSES SHALL
NOT EXCEED 1 /240TH OF THE SPAN LENGTH. SHOP DRAWNGS AND
CALCULATIONS BEARING THE SEAL AND SIGNATURE OF THE DESIGN
ENGINEER SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL
ENGINEER. THESE SHOP DRAWINGS SHALL SHOW THE LOCATIONS OF
ALLTHE TRUSSES, CONNECTION PLATE SIZE AND CAPACITY, AND THE
SIZE AND GRADE OF LUMBER TO BE USED. THE TRUSS MANUFACTURER
SHALL PROVIDE DRAWINGS SHOWING BLOCKING AT BEARING
LOCATIONS, PANELS, BRIDGING AS REQUIRED FOR TRUSS STABILITY
AND ATALL TRUSS AND GIRDER HANGERS. SHOP DRAW NG REVIEW BY
THE STRUCTURAL ENGINEER SHALL BE COMPLETED PRIOR TO TRUSS
FABRICATION.
FINALTRUSS PLANS TO BE SU BM ITTED TO STRUCTURAL ENGINEER FOR
REVIEW. FAILURE TO SU BM IT TRUSS PLANS FOR REVIEW OR NOTIFY
STRUCTURAL ENGINEER OF CHANGES TO PREVIOUSLY REVIEWED
TRUSS PLANS SHALL CONSTITUTE ACCEPTANCE BY THE BUILDER OF ALL
RESPONSIBILITY FORTHETRUSS DESIGN.
ROOF TRUSS ENGINEERING AND VERIFICATION OF DIMENSIONS/PLATE
HEIGHTS WILL BE THE RESPONSIBILITY OF THE SUPPLIER. PROVIDE
SOLID BLOCKING BETWEEN TRUSSES AT BEARING POINTS FOR LATERAL
SUPPORT, TO PREVENT ROTATION AND LATERAL DISPLACEMENT
ALL TRUSSES TO BE PRE-ENGINEERED BY TRUSS MANUFACTURER TO
INCORPORATE ALL LOADING AS SPECIFIED IN GENERAL FRAMING NOTES
AS WELL AS ANY ADDITIONAL LOADS AS MAY BE REQUIRED BY CODE
AND SPECIFIC POINT OR LINE LOADS AS SHOWN ON DRAWINGS.
THE ROOF LAYOUT IN THIS DRAWING PORTRAYS DESIGN INTENT ONLY.
REFER TO TRUSS DRAWNGS BY TRUSS MANUFACTURER FOR ACTUAL
LAYOUT FOR CONSTRUCTION.
DENOTES OV ERFRAM E AREAS
PAR
o
OVERFRAMING TO BE COMPLETED AS FOLLOWS
A. 2X8 @ 24" O C. FOR SPANS 7'-8" OR LESS
B. 2X8 @ 24" O C. FOR SPANS BETWEEN 7'-7" AND 10'-8"
C. OVERFRAME TRUSS FOR SPANS OVER IO ' -9"
D. OVERFRAMING MEMBERS TO BEAR DIRECTLY OVER THE
TRUSSES OR SOLID BLOCKING BETWEEN TRUSSES.
E. USE ONE SIZE LARGER RIDGE RAFTER THAN THE LARGEST
COMMON RAFTER.
F PLACE (2) 1X4 VALLEY PLATES SIDE BY SIDE FOR
OVERFRAMING MEMBERS TO BEAR ON.
A ATTACH 2X4 VERTICAL MEMBERS BETWEEN OVERFRAMING
MEMBERS AND ROOF TRUSSES AT 4'-0" 0 . W/(3) 10d NAILS
EA SIDE
ROOF SHEATHING SHALL BE 7/18" APA RATED SHEATHING 24/18 RATED,
EXPOSURE I. NAIL WTH Btl COMMON NAILS ACCORDING TO DETAIL
BELOW, AND PROVIDE PSCL SHEATHING CLIPS AT 2'-0" O C. BETWEEN
SUPPORTS
P5FT
FOOTING WDTH/LENGTH
.
5 F
FASTENING SCHEDULE
2
8"
(INCHES ON CENTER)
PANELL B TION
NAIL
5FT (INCLUDING 2 FT.
fi
4
PANELEDGES
Btl
12
OVERHANG)
1fi
PANEL FIELD
Btl
O
12"
O
ROOF FASTENING ZONE
FOOTING WDTH/LENGTH
1 2 3
THICKNESS OF FOOTING
FASTENING SCHEDULE
2
8"
(INCHES ON CENTER)
PANELL B TION
NAIL
fi
fi
4
PANELEDGES
Btl
12
fi
1fi
PANEL FIELD
Btl
O
12"
O
5
14"
o
5
14"
72'
fi
ifi"
@ 18"o c.
12"
32"
4
@ 12' 0 c
12"
34"
4
@ 12' o c.
ROOF FASTENING ZONE
FOOTING WDTH/LENGTH
1 2 3
THICKNESS OF FOOTING
FASTENING SCHEDULE
2
8"
(INCHES ON CENTER)
PANELL B TION
NAIL
fi
fi
4
PANELEDGES
Btl
12
fi
1fi
PANEL FIELD
Btl
BUILDER TO COORDINATE LOCATIONS FOR GUTTERS AND
DOVNVSPOUTS.
BUILDER TO VERIFY PROPER SLOPE OF GUTTERS FOR REQUIRED
DRAINAGE
DISCHARGE ROOF DOWNSPOUTS AND ALL OTHER WATER COLLECTION
SYSTEMS WELL BEYOND THE LIMITS OF THE BACKFILL, A MINIMUM OF 5
FEET
FOUNDATION NOTES
SEE FOUNDATION WALL REINFORCING SCHEDULE FOR VERTICAL AND
HORIZONTAL REINFORCING REQUIREMENTS. STEEL REINFORCING BARS
SHALL BE GRADE 80 DEFORM ED BARS. #5 GRADE 40 STEEL MAY BE
SUBSTITUTED FOR #4 GRADE 80 STEEL BEND OR LAP ALL BARS 48 BAR
DIAMETERS WTH A MINIMUM OF 24 AROUND CORNERS. PROVIDE (2) #4'S
AROUND ALL OPENINGS WITH (2) #4 X 4' AT ALL CORNERS. ANCHOR BOLTS
SHALLBEA MINIMUM 1/2" DIAMETER WTH MIN.8" EMBEDMENT@ 4'-0" ON
CENTER, MAXIMUM SPACING W/ MINIMUM OF (2) BOLTS PER PLATE.
CONCRETE WALLS SHALL BE 3500 PSI COMPRESSIVE STRENGTH AT 28
DAYS. CONCRETE SHALL HAVE A WATER TO CEMENT RATIO OF 0.50OR
LESS. CEMENT TYPE SHALL BE TYPE I OR TYPE II MODIFIED.
SLUMP'. 4" ± 1 OR UP TO 8" MAX IF PLASTICIZER IS USED
AIR CONTENT 8% ±2%
REFER TOACI 318 FOR ADDITIONAL INFORMATION.
DO NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS
CURED AND FOUNDATION ADEQUATELY SHORED. BACKFILLTO REQUIRED
GRADE ELEVATION AND SLOPE AWAY FROM BUILDING.
ALL CONCRETE SLABS SHALL BE 4" THICK WTH 4000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS AND 6X6-W14XW 1 4WW.F. UNLESS OTHERWISE
NOTED. PROV IDE SCORES OR SA WCUTS IN ALL SLABS @ 12'-0" O C. MAX..
WH ERE P OS SI BLE, A D GN SAW CUT WITH COLUMN CENTERD N ES AND
REENTRANT CORNERS. FOUNDATIONS, FOOTINGS AND WALLS ARE
DESIGNED BASED ON SOILS REPORT NUMBER 185535 BY A G. WASSENAAR
AND DATED JANUARY 8, 2021
MAXIMUM BEARING CAPACITY OF 2000 PSF.
MINIMUM DEAD LOAD BEARING CAPACITY OF NONE SPECIFIED.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNANTICIPATED SOILS
CONDITIONS
CONCRETE PROTECTION FOR REINFORCEMENT (U.N O)
CONCRETE POURED AGAINST EARTH 3"
CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER
#5 BARS OR SMALLER 11/2"
BARS LARGER THAN#5 2"
SLABS 3/4"
STRUCTURALSTEEB
A. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO
ASTM SPECIFICATION A572, LATEST EDITION. ALLPIPE COLUMNS
SHALL CONFORM TO ASTM SPECIFICATION A53.
B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE
RISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST
EDITIONS
C. ALL FIELD CONNECTIONS SHALL BE MADE WTH 3/4 DIAMETER
ASTM A307 BOLTS- U N O.
D. 3" DIAMETERSCHEDULE40 ADJUSTABLE PIPE COLUMNS SHALL
BE RATED AT 334 KIPS MINIMUM.
SQUARE FOOTING STEEL AND THICKNESS SCHEDULE
FOOTING WDTH/LENGTH
# OF #4 REPAIR EACH WAY
THICKNESS OF FOOTING
24"
2
8"
30"
2
8"
36
NONE
0"
42'
3
10•
48"
4
12"
54
4
12"
60"
5
14"
66
5
14"
72'
fi
ifi"
IF SPECIFIC FOOTING WDTH NOT SHOVNV, SUPPLY DEPTH AND REPAIR OF NEXT LARGER FOOTING
SPREAD FOOTING STEEL AND THICKNESS SCHEDULE
FOOTING WIDTH
#OF#4 REPAIR LONGITUDINAL
#4 REPAIR LATERAL
THICKNESS OF FOOTING
ifi"
NONE
NONE
8"
18"
NONE
NONE
8"
20"
2
NONE
8"
24"
2
NONE
10"
28"
3
@ 18"o c.
10"
28"
3
@ 18"o c.
10"
30"
4
@ 18"o c.
12"
32"
4
@ 12' 0 c
12"
34"
4
@ 12' o c.
12"
38"
4
@12'oc
12"
IF SPECIFIC FOOTING WDTH NOT SHOWN, SUPPLY DEPTH AND REPAIR OF NEXT LARGER FOOTING
FOUNDATION WALL REINFORCING SCHEDULE
WALL HEIGHT
VERTICAL REINFORCEMENT
HORIZONTAL REINFORCEMENT
UPT03'-0"
#4'S@48"0.C.
(2)#5STOPANDBOTTOM
UPTO4'-0"
#4'A@24"OC.
(2)#5'S TOP AND BOTTOM
UPTO6'-0"
#4'A@24"OC.
(2)#5'S TOP AND BOTTOM
UP TO 8'0
#4'A@24"OC.
(2)#5'S TOP AND BOTTOM
AND(1)#5@24 O.C.
UPT010'-0"
#4S@16 OC
(2)#5' STOP AND BOTTOM
AND (1) #5 @ 18" O.C.
UPTO12'-0"
#4'S@16 OC.
(2)#5'S TOP AND BOTTOM
AND (1) #5 @ 18" O.C.
WALLS WTH BACKFIILL ON EACH SIDE, SUCH AS DEEP GARAGE WALLS, ONLY REQUIRE REINFORCEMENT
AS PER THE SCHEDULE ABOVE FOR WALLS UP TO 4'-0" IN HEIGHT.
HANGER SCHEDULE
(UNLESS OTHERWISE NOTED)
MEMBER
FACE MOUNT HANGER
TOP FLANGE HANGER
SIMPSON
USP
SIMPSON
USP
(1)13/4"x912"RAP
HUSH 81/10
HUS179
WP9
PHM1795
(2)13/4"x912"RAP
HHUS410
THD410
HB356/95
PHX3595
(3)13/4"x91/"RW
HGUS550/10
THDH610
GLTV559
PHXU5295
(1) 1 3/4"x 11 7/8" RW
HUS1 81/10
HUS179
CAL 81/11.88
PHXU17118
(2) 13/4"x 11 7/8" RW
HHUS410
THD410
HB356/11.88
PHX 5118
(3) 1 3/4"x 11 7/8" RW
HGUS5.50/12
THDH6 2
GLTV55/11
PHXU52118
(1)01/2"TH210
IUS206/95
THF20925
ITS206/95
TFL2095
(2) 9 1/2" TH 210
SUP 28/0
THF20925-2
MHO 28/0 5
TH020950 2
(1)117/8"TH210
IUS206/1108
THF20112
ITS206/1188
TFL20118
(Ell 7/8" TH 210
SUP 28/11
THF20112-2
MHO 28/11.88
TH020118 2
(1)2x8 OR(1)2VO
LUS28
JUS28
PFG
7/18"PLYWOOD/ CST
22x10
HU210-2OR
HUC210-2
HD2102OR
HD21021F
NOTE ALL HANGERS AT (1) PLY BEAMS ARE APPROVED TO USE EQUIVALENT 1 1/2" NAL
PLACE 4" TALL x 8" WIDE VOID FORM
ACROSS FULL WDTH OF FOOTING EVERY
12 FT AND CENTERED BELOW ASNROWS AT
ALL EXTERIOR BASEMENT WALLS, WHEN
USING INTERIOR DRAINS.
SHEAR WALL LEGEND
SHEAR WALL
a- HOLD DOWN
rtlt�yy
DBL STUDTYP.@HOLDDOWN
STUD WALL
HOLD-DOWN SCHEDULE
"HDx" SIMPSON HOLD DOWN ANCHORAGE
HD1 CS16 NA.
HD2 CMST14 NA.
HD3 HDU4SDS2. 5 OR STHDI4 PAB5w/4"EMBED.
HD4 HDU8-SDS25 PAW w/51/2"EMBED
.
HD5 HDU11-SDS25 RABBw/71/2"EMBED
.
Hos HD12 RABB w/71/2'EMBED
.
HD PTA STHD10RJ or HDU4 RABBw/71/2"EMBED
.
REVISION LOG
DELTA# COMMENTS
STEEL LINTEL SCHEDULE SCHEDULE
OPENING WIDTH
LINTEL SIZE
BEARING LENGTH
REMARKS
5'-0"ORLESS
L4 x 31/2 x 5/18
4"
LLH
OVER 5'-0"THAT 7'-0"
L4 x4 x5/18
8"
7/18"PLYWOOD /CST
OVER 7,0"THAT 16'-0"
L5 x 31/2 x 5/16
SEE DETAIL
LLV
1 J RE'. GENERAL NOTES FOR MATERIAL SPECIFICATIONS.
RESIDENTIAL SHEAR WALL PANEL SCHEDULE
SW
SHEATHING
EDGE
NAILING
FIELD
NAILING
EDGE
STAPLES
FIELD
STAPLES
EDGESTUD
AND BILLS
SLLNAILING
UPPER STORIES
HOLD DOWN
NOTES
MP
7/18"PLYWOOD /CST
Btl@6"
8d@ 12
1do@4"
2'LONG
169@12"
2'LONG
2x
16d@6"oc
PER PLAIN
F-4 OR AS SHOWN PER PLAN
ABW1
7/18"PLYWOOD/ CST
82@4"
8x@12"
159@3•
2"LONG
159@12"
2"LONG
2x
16d@6"oc
PER PLAIN
L= AS SHOWN PER PLAN
ABW2
7/18"PLYWOOD/ CST
82@3"
8x@12"
r
2x
16d@6"oc
PER PLAIN
L= AS SHOWN PER PLAN
ABW3
7/18"PLYWOOD/ CST
82@2"
8x@12"
M
(2)2x
16d@4"oc
PER PLAIN
STAGGER NAILS
CSMR7/18"
PLYWOOD/ CST
Btl@6"
8d@12"
169@4"
2"LONG
169@12"
2"LONG
2x
16d@6'oc
PER PIN
L= FULL LENGTH OF WALL NOTED,
ABV.&BLW. WNDOWS
PFG
7/18"PLYWOOD/ CST
N/A
SEE PFG DETAIL
OF
1/2 GYPSUM BOARD
52@7"
52@7"
52@7"
52@7"
2x
16d@6"oc
PER PLAN
L= AS SHOWN PER PLAN
OF
1/2 GYPSUM BOARD
52@4"
52@7"
52@7"
52@7"
2x
16d@6"oc
PER PLAIN
L= AS SHOWN PER PLAN
GB -3
5/8 GYPSUM BOARD
6d@4"
6d@7"
6d@7"
6d@7"
2x
16d@6"oc
PER PLAIN
L= AS SHOWN PER PLAN
1. NAILS FOR GYP BOARD (GB) ATTACHMENT SHALL BE DRITITE OR COOLER TYPE NAILS, AND SHALL CONFORM TO
REQUIREMENTS OF IRC.
2. NAILS FOR WOOD STRUCTURAL PANEL(WSP) SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS
SUBJECT TO APPROVAL BY THE BU ILDI NG DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS
3. INTERIOR GYP BOARD (GB) SHEATHING SHALL OCCUR ON EACH SIDE OF WALL (NOTE INTERIORSIDEOFGB-3MAY
FEB GYPBOARD NAILED WTH 5d NAILS SPACED AT 4" o c. AT PANEL EDGES)
4. EXTERIOR WALLS (MR) SHALL BE SHEATHED ON THE INTERIOR FACE WTH% GYP BOARD (MINIMUM)
5. PLYWOOD/OSB SHEATHING SHALL BE STRUCTURAL 1 GRADE WITH EXTERIOR GLUE.
8. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLD DOWNS OCCUR.
7. GYPBOARD AND PLYWOOD/OSB TO CONFORM TO IBC
8. STAPLES SHALL HAVE A MINIMUM CROWN WDTH OF 7/16 INCH MEASURED OUTSIDE THE LEGS, AND SHALL BE
INSTALLED WTH THEIR CROWNS PARALLELTO THE LONG DIMENSION OF THE FRAMING MEMBERS.
9. TH E FEES CRI PTI VE M ETH ON DESCRI B ED IN TH E I RC WA S FOLLOWED WH EN APP D CA BLE. WH EN TH E REM RE PURL
FRAM IG DOES NOT ALLOW THE PRESCRIPTIVE M ETH OF TO BE FOLLOWED, THE SHEAR WALLS WERE ENGINEERED.
Wstudio
Denver, CO
Evergreen, CO
Austin, TX
303.670.7242
design@evstudio.com
inspections@evstudio.com
www.evstudio.com
18149
COPYRIGHT2021
The document banlmommam ofearvl®, and as such
remains the piopeMm[vatudiovaimbaionmiue
oche document a umaad and can be Mended on,
outtenagieamentu0Nstudio.
REVISION:
PERMIT SET
DATE'. FEBRUARY 17 2021
DRAWN BY KMT
CHECKED BY FIRM
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COPYRIGHT2021
The document banlmommam ofearvl®, and as such
remains the piopeMm[vatudiovaimbaionmiue
oche document a umaad and can be Mended on,
outtenagieamentu0Nstudio.
REVISION:
PERMIT SET
DATE'. FEBRUARY 17 2021
DRAWN BY KMT
CHECKED BY FIRM
SG.O
DOUBLE 2x STUDS RE: FRAMING 2x STUDS RE: FRAMING EXTERIOR SHEATHING 2x STUDS RE: FRAMING
1/2" EXP. JOINT MATERIAL
P.T. 2x CONT. PLATE w/ OL DIA. x RE: FRAMING
P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG 10" LONG ANCHOR BOLT W/ 3" SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG Wstudio
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-F
@ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF O.C. (U.N.O. ON PLAN) & WITHIN 4x4-W4.OxW4.0 WWF OR #3 @ RE: FOUNDATION WALL @ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF 1/2" EMBEDDED W1 2x35 COL., RE: PLAN
EACH END OF EACH PIECE OF SILL PLATE. V-0" OF EACH END OF EACH PIECE T.O. WALL 12" o.c. EA. WAY REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE. BASE PLATE Denver, CO
OF SILL PLATE. RE: PLAN PROTECTIVE COVER, _ __ Evergreen, CO
1/2" EXP. JOINT RE: FOUNDATION WALL a
MATERIAL, P. RE: FOUNDATION WALL a RE: ARCH a -- - ° AUGIIO, TX
REINFORCING SCHEDULE 6" CONIC. STRUCTURAL SLAB, b
REINFORCING SCHEDULE ¢i -- SCORE SLAB w/1"DEEP CONTROL 3/16 a
SLAB ON GRADE - RE: PLAN BRICK, RE: ARCH ° - JOINTS @ 200 S.F. MAX. REINFORCE
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` WE LD ED HEADED a OLTS (BEYOND)
B design@evstudio.com
� DRILL &EPDXY #4 @ 10" o.c., MIN. STUD ANCHORS
EMBED. 5" INTO WALL & 12" INTO SLAB. SECTION A -A Inspections@eVGfUdIO.com
- VOID MATERIAL, SPACED 41/2" BRICK LEDGE www.evstudio.com
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REQ .PLAN - _ N RIGID INSULATION RE: ARCH o ��o ( )
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RE: PLAN g 8" 10" UNO #4 x iv WALL STEEL SPACING 1 -2
°,µt''' J @ q q AROUND ANCHOR
O REPLAN f REPLAN O RE PLA 8 I BOLTS (BEYOND)
M DOUBLE WALL/BRICK LEDGE DEMISING GARAGE END. WALL W/ BRICK LEDGE M �� END. WALL W/ BRICK 13 MOMENT FRAME BASE PLATE
16 G 1 A O
3/4,. — 1. U,. 1 1 I ,' 1 3/4,. — 1, U.. 3/4,. — l'—O" 3/4" = l'—O" o�VJ hear
2'-0" 2'-0" PROVIDE 1" DEEP CONTROL WOOD COLUMN W/ STANDARD
JOINTS AROUND COLUMNS AB44 OR AB66 BASE PLATE OR P.T.
2x4 PLATE ATTACHED w/ (2) 1/2"
r — — — — — _ _ _ _ _ _ 4" SLAB ON GRADE; SCORE L DIA. WEDGE ANCHORS EA. PLATE
SLAB w/ 1" DEEP CONTROL SECTION. BEAR ON TOP OF SLAB PROTECTIVE COVER,
_--------—
JOINTS 200 S.F. MAXTYP. -0-a.. RE: ARCH
T ———------ - ' --^ P. _ . °an HOLD TOP OF WALL DOWN & 344 CONT. CENTERED
POUR SLAB OVER WALL OVER HAUNCH
z JOS SYSTEMS PLASTIC
RE: FOUNDATION WALL
o NOTE: ONLYHORIZONTAL x - REINFORCING SCHEDULE HAUNCH AS SUPPLIED BY W J y
w SUPPLY - - Yy-rl V
BARS SHOWN, RE: FOUNDATION a BARTON _ -
NOTES &FOUNDATION WALL o RE: FOUNDATION WALL SLOPE, R .CIVIL F (4) TI VERTICAL DOWELS W/
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REINFORCING SCHEDULE FOR F REINFORCING SCHEDULE BACKFILL SOIL& O @ Q
VERT. BARS O COMPACT PER PILASTER, RE: FOUNDATION
K
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LL —
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1 TYP. CORNER REINFORCEMENT FOUNDATION @ PATIO PERIMETER HAUNCH SECTION 9 PATIO POST PILASTER Q
3/4„ - 1,-U, ¶ ® 3/4„ - 1,_U.. 3/4„ - 1,-0„
P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG 2x STUDS RE: FRAMING STEM WALL & WOOD FRAMING 2x STUDS RE: FRAMING
ANCHOR BOLT W/ Y HOOK A.B. (8" EMBEDMENT) BEYOND I_ 1
2x STUDS RE: FRAMING @ 3'-0" O.C. (U.N.O. ON PLAN) &WITHIN 1'-0" OF P.T. 2x CONT. PLATE w/ 1/2" DIA. x 10" LONG SLAB ON GRADE - RE: PLAN P.T. 2x CONT. PLATE w/ 1/2" 1/2" EXP. JOINT MATERIAL
EACH END OF EACH PIECE OF SILL PLATE. ANCHOR BOLT W/3" HOOKA.B. (8" EMBEDMENT) DIA. x 10" LONGANCHOR
RE: FOUNDATION WALL @ T-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF 4x4-W4.OxW4.0 WWF OR #3 @ BOLT W/3" HOOKA.B. (8" SLAB ON GRADE - RE: PLAN
REINFORCING SCHEDULE HOLD TOW DOWN TO POUR SLAB OVER WALL EACH END OF EACH PIECE OF SILL PLATE. 12" o.c. EA. WAY EMBEDMENT) T-0" O.C.
PROTECTIVE COVER, @ DOOR 4x4-W4.OxW4.0 WWF OR #3 @
(U.N.O. ON PLAN) & WITHIN TI
RE: ARCH RE: FOUNDATION WALL T.O. WALL 12" o.c. EA. WAY
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3/4" - 1'-0" 3/4" - 1'-0"3/41 - 1 -0"341 - 1 -0" COPYRIGHT2021
2x STUDS RE: FRAMING 2x STUDS RE: FRAMING 2x6 STUDS RE: FRAMING ;enl,°;, thep,opad oiraeumoaPa(mnao�io�use
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RE: FRAMING ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) ANCHOR BOLT W/ 3" HOOK A.B. (8" EMBEDMENT) RE: FRAMING ANCHOR BOLT W/ Y HOOK A.B. (8" EMBEDMENT)
RE: FOUNDATION WALL 2x STUDS RE: FRAMING @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF RE: FOUNDATION WALL @ 3'-0" O.C. (U.N.O. ON PLAN) & WITHIN V-0" OF REVISION:
REINFORCING SCHEDULE BEYOND EACH END OF EACH PIECE OF SILL PLATE. EACH END OF EACH PIECE OF SILL PLATE. REINFORCING SCHEDULE EACH END OF EACH PIECE OF SILL PLATE.
PROTECTIVE COVER, PROTECTIVE COVER,
POUR SLAB OVER WALL @ DOOR RE: FOUNDATION WALL RE: FOUNDATION WALL
RE: ARCH REINFORCING SCHEDULE REINFORCING SCHEDULE RE: ARCH „ CONIC. STRUCTURAL SLAB,
w _ _ _ - SCORE SLAB w/ 1" DEEP CONTROL
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W/#4 @ 10" o.c. LONGITUDINAL  W/#4 @ 10" o.c. LONGITUDINAL  GRADE o- @ 10" O.C. TRANSVERSE (TYP) PERMIT SET
JOINTS @ 200 S.F. MAX. REINFORCE ° - PATE. FEBRUARY 17, 2021
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CONTRACTOR SHALL SUBMIT PROPOSED PLAN
TO ENGINEER OF RECORD FOR APPROVAL 75'-0..
UNIT Y4 -E UNIT Y1 -I UNIT Y1 -I UNIT Y2 -E
Lot 9 Lot 10 Lot 11 Lot 12
7869 W 42nd Ave 7865 W 42nd Ave 7861 W 42nd Ave 7859 W 42nd Ave
(_�1413-PLEX FOUNDATION PLAN
SCALE: 1/4" = VI
Wstudio
Denver, CO
Evergreen, CO
Austin, TX
303.670.7242
design@evstudio.com
inspections@evstudio.com
www.evstudio.com
COPYRIGHT2021
The d 0inmamol 4 such
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ofthe document a lndand can be Mended on, by
m g maul AM1NW4.
REVISION
PERMIT SET
DATE'. FEBRUARY 17 2021
DRAWN BY KMT
CHECKEDBY'. FIRM
FOUNDATION
PLAN
silo
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT
Date: Tuesday, March 23, 202111:57:23 PM
New Single -Family TOWNHOME UNIT
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Has the Master Plan
Yes
been approved for this
project?
Name of Project
5 Plex- 7859 7861 7865 7869 W 42nd Ave
PROPERTY INFORMATION
Property Address -
7859 W 42nd Ave
Only enter one unit on
this application
Property Owner Name
THB Westridge LLC
Property Owner Phone
303-766-7772
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
dvonfeldt@thrivehomebuilders.com
Address
PLAN REVIEW CONTACT INFORMATION
What Is your role?
General Contractor
Business Name
THB Westridge LLC
Main Contact Name for
Deia Vonfeldt
Plan Review
Contact Phone Number
303-766-7772
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
dvonfeldt@thrivehomebuilders.com
for
Questions/Comments
Retype Contact Email dvonfeldt@thrivehomebuilders.com
Address
DESCRIPTION OF WORK
Detailed Scope of New SF TH-Y2E-A (Accessible Unit) 3 Story -2 car att garage
Work - Example: New -1577 sq ft total
single family townhome
with 2 car garage -
1,525 sq ft total (Bldg
1, B -unit)
Square Footage of 1577
New Construction
Foundation Plans for Foundation Plans 7859 W 42nd 02-19-2021 STAMPED.pdf
Specific Building
Elevations of Building 7859 W 42nd Ave.Elevations Plans BLK 6 LOTS 9-12 pdf
Site Plan showing Unit 7859 W 42nd Ave.Site Plan w Plot Plan.pdf
Highlighted
Floor plan of Unit Floor Plan -7859 W 42nd Ave.pdf
Construction Plans 7859 W 42nd Ave Arch Plans BLK 6 LOTS 9-12 pdf
scanned on 11"x17" or
larger
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.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
Y2 -E Square Feet Price Per Sq Ft Total Calc
Project Value (contract
$1867926 Living Space 1577 $122.46 $193,119.42 Valuation Change
value or cost of ALL
Unfinished Basement 0 $22.45 $0.00
Finished Basement 0 $32.45 $0.00
materials and I a b o r)
Garage 466 $48.30 $22,507.80
Porch, Deck Patio 252 $22.00 $22,507.80
2295 $238,135.02
SIGNATURE OF UNDERSTANDING AND AGREEMENT
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.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Deia Vonfeldt
Permit
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City of COMMER CIA LIMUL TI- FA MIL Y
�7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW
COMMUNITY
Date: 3/31/2021
Location: 7859 W 42nd Ave
ATTENTION: BUILDING DEPARTMENT
I have reviewed the submitted application documents to construct a Townhome
located at the above referenced address. Please note the comments checked below.
1. ✓ Site Survey: ✓ OK Not OK; refer to stipulations.
2. ✓ Drainage:
a. Final Drainage Report and Plan required ✓ Yes No
b. Drainage Letter and Plan required ✓ Yes No
C. Site drainage/grading have been reviewed and are: ✓ OK Not OK; see stipulations
3. ✓ CDPS Permit & SWNIP Approved: ✓ Yes No _ N/A
4. ✓ Public Improvements to be comnleted:
a. street paving/patching:
✓ Yes
No
b. curb & gutter/drivecut
✓ Yes
No
C. sidewalk:
✓ Yes
No
d. standard street lights:
✓ Yes _
No
e. pedestrian lights:
✓ Yes _
No
f. storm sewer:
✓ Yes
No
g. Letter of Credit (LOC) required:
✓ Yes
No
h. Funds in lieu of construction:
TT Yes ✓ No
If an LOC or funds in lieu of are required,
has it been received?
V/Yes No
5. ✓ SIA/PIA required and received
6. ✓ Traffic impact analysis required & approved:
✓ Yes No
✓ Yes No
7. ✓ If yes, was it approved by the Director of Public Works? ✓ Yes No
8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes No
If not, what is required: N/A
If R.O.W. is required, has the deed been received? ✓ Yes No (See Note below)
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this
Permit Application, subject to the stated or attached stipulations.
L�
3/31/2021
Signature Date
10._a Stipulations: A Grading Certification accompanied by an ILC or updated CCP w/ spot elevations
shall be required prior to issuance of the final C.O. for the building.
11. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to
City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage/Grading
Certification Letter with by As -Built plans or updated CCP shall be required prior to the issuance of
the Certificate of Occupancy.
Rev 04/2020
V 1(
City of
Wheat,p
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
ENGINEERING DEVELOPMENT REVIEW FEES
Date: 3/31/2021
Location of Construction: 7859 W 42nd Ave
Purpose of Construction:
Single Family El
Townhome
Commercial El Multi -Family _a Sitework El
Development Review Processing Fee: ................................................ $100.00
(Required of all projects for document processing)
Single Family Residence/Duplex Review Fee: ..................................... $50.00
Commercial/Multii-Family Review Fees:
(Fees include reviews of the l't and 2nd submittals)
• Review of existing or minimal technical documents: ........................ $200.00
• Initial review' of technical civil engineering documents: ................ $600.00
• Traffic Impact Study Review Fee :.................................................... $600.00
• Trip Generation Study Review Fee :................................................... $200.00
• Stormwater Management Plan (SWMP) Review Fee :....................... $200.00
• O & M Schedule Review & SMA Recording Fee ............................. $100.00
• Construction Control Plan.................................................................. $100.00
$ 100.00
'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff
have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees:
• Resubmittal Fees:
3`d submittal ('h initial review fee): .................................................... $300.00 $
4' submittal (full initial review fee): ................................................. $600.00 $
All subsequent submittals:................................................................. $600.00 X = $
(Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Pennit issuance): $100.00
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND
PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE
PUBLIC RIGHT-OF-WAY.
www.ci.wheatridge.co.us
Rev 04/20
V 1(
City of
Wheat,p
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE: 3/31/2021 ADDRESS: 7859 W 42nd Ave
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any construction commencing, the City's representative will conduct an onsite
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact me at 720-429-6051
Sincerely,
Signature
CC: File
w .ci.wheatridgexo.us
Rev 0420
� ` City of Wheat Ridge
Single Family- New PERMIT - 202100553
PERMIT NO: 202100553 ISSUED: 04/26/2021
JOB ADDRESS: 7859 W 42nd Ave EXPIRES: 04/26/2022
JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse-Y2E-A (Accessible Unit) 3 Story -2 car att
garage -1577 sq ft total
*** CONTACTS ***
OWNER (303)504-2305 HDP WESTRIDGE LLC
GC (303)707-4422 GENE W. MYERS 180370 THB WESTRIDGE LLC
SUB (720)315-0364 GLENN CARRIZALES 130249 ULTRA ELECTRIC INC.
SUB (303)761-9276 CHRISTOPHER REISTER 170100 STEEL T HEATING, INC.
SUB (303)978-1051 TODD WOODFORD 070071 C&T PLUMBING LLC
SUB (303)430-1414 SITEWISE LLC 202034 SITEWISE LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 238,135.02
FEES
Total Valuation 0.00
Plan Review Fee 120.00
Use Tax 5r000.84
Permit Fee 2,028.60
Engin. Review Fee 100.00
** TOTAL ** 7,249.44
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
No C.O. may be issued until public improvements are complete as identified in the
Subdivision Improvement Agreement.
All landscaping shall be installed in accordance with the approved landscape plan for the
SDP (Case No. WZ-18-24) prior to C.O. and pursuant to the phasing identified in the
Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees,
and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O.
occurs outside of the planting season, generally October to June.
1*� ` City of Wheat Ridge
Single Family- New PERMIT - 202100553
PERMIT NO: 202100553 ISSUED: 04/26/2021
JOB ADDRESS: 7859 W 42nd Ave EXPIRES: 04/26/2022
JOB DESCRIPTION: Yarrow Gardens - New SF Townhouse-Y2E-A (Accessible Unit) 3 Story -2 car att
garage -1577 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,
a licable Buildin codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal ownerofthe property npd am authorized to obtain is permit d perform the work described and approved in conjunction with
this �ppermit. I further attest I am le
all authorized to include all entities named within this document as artier to the work to be
erformed and that all work to be performed is disclosed in this document and/or its' accompanyinga roved lans and specifications.
p p pp p p
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the E
ermit application and accompanying pFlans and specifications and is
subject to the com liance with those documents, and all a licabe statutes, ordinances, regulations, olicies and procedures.
2. This pen -nit shall compliance
365 days after the date of issuancepregardless of activity. Requests or extension must be made in writingand
received prior to the date of expiration. An extension of no mre than 180 days made -be ranted at the discretion of the Chief Building
Official nd may be subject to a fee equal to one-half of the original permit fee. g g
3. If this permit expires, a new permit may be reqquired to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fes and roceures for a roval of an new permit. Re -issuance or extension of expired subject
is at the sole discretion of
the Chief Building Offieial and is notpguaranteed. Y p p p
4. No work of any manner shall be performed that shall results in a chan e of the natural flow of water without prior and specific approval.
5. The permit holder shall notify thBuilding and Inspection Services Division in accordance with established olic of all re uiredp
p fY g p. p Y q
inspections and shall not proceed or conceal work without written approval of such work from the Building and Ins ection Services
Division. p pp g p
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, aField
violation of any provision of any
�5licab e code or an ordinance or regulation of this jurisdiction. Approval of work is subject to ins ection.
pp Y � J pp Jp
04/26/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Clty of
j
Wheat
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR
performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: 1111w41,dnva 782ow43m Pace
General Contractor: TAP, WPS-FfAy LLC
FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION
Company Name: -r,-\G Contact Phone #: 1ys,�
Wheat Ridge Contractor License #: I SODS 9 Jrequired field)
State License #:
Master License #: Loy 3
lAC� 0QGtzCkkeS
Printed NAme of Authorized Agent
�(1-Ilkrl�x� �f aU �O
Sig re dfAuthorized Agent Date
TE Ge
Sienese RE Con". Ecru Sionnotal Goners rmnpobnnm
mte Tres Ty, has 11, 2021 1 47 29 W
AH.b...0 202100936 7859 W Pink A. park or
unac,003 WE
202100936 7859 VVQnk A. I.b(cid con
Thank you, Can we will be processing your ober application in just a moment Here is the lob card and permit for this
project
Photon you and besafe)
Justin Berty
Building Pvision
Office Phone 303-235-2855
Office Stores: 7am-4pm
R !
CMPMlLlge
OMUM[TDEYEJel
From: Can voni cdvon(emt@mrivebomebu lc er:. eom>
Sent Tuesday, May 11, 20211227 PM
To: Gmmoev Permits <Pennl6@ci wbeamdge co un
Subject: RE0nllne Form Submittals General Permit Application
From:Gmmoev Permits <Ein Upho wbeatudve Each,
Sent Tuesday, May 11, 2021739AM
To: Pala vonlemt<daonledt(dmrvebomho ders mm
Cc : Gmmoev Permits 6e, rpI:i wheaKdee he is
Subject: RE' Online Form Submittals General Permit Application
Good morning,
Attached Is the receipt for your permit lee payment I bave attached the subcontractor form for your el,ctric an that needs
to be completed and returned to me so we an Issuemis permit.
Opntlar Cade:
JBFRRY
Patein Code'.
and@450A�
Recelrl Dale'.
041121
❑vaieee
Distributions'.
1aDW
Money.
14060
Change Due
ON
[?From'.
bestial Modern Me
❑Gaxenfinklimnsaedan
® Distributions
Amouu Tye Ps -men
I�
Phone: you and besafe
)
Justin Berry
Building Pvision
Office Phone 303-235-2855
Office Hours: Parini
�WCity
rlge
From:no-rply@c wbeatrdee ccus no m oy@o wbeatrdee us
Sent Monday, May 30, 2021607 PM
To: CommOev Permits Wenrdt5pici wheandee less,
Subject: Online Form Submittal General Permit Application
General Permit Application
This application Is exclusively for Scopes of Work that do not already have a
specific form.
YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FORTH E
PERMIT TO BE PROCESSED.
THIS APPUCATI ON DOES NOT CONSTITUTE PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORM ATI ON
Is the property Residential Reside mal
or Commercial?
Property Address 7859 Wsend AS
Property Corner No me THB WeAetlge TO
Property Owner Phone 3037667772
Number (enter WITH
dashes, eg 303 123A567)
Property Corner Email tl QM1webnmeF ltle rnm
Address
Attach dry of Wheat Binge Becton me Paynne no Form -Rdoped Had bit
Electronic Payment Form
-
"DO NOT ATTACH
PICTURE OFA CREDIT
CARD"
CONTACT I NFORMATION
Submitting General THB Westridge LLC
Contractor or Architect
Contractors License 180376
Number (ThIs Is a 5 or 6
dig([ number for the City of
Wheat Ridge)
Contract Phone Number
3037667772
(enter WITH dashes, eg
303-123-4567)
Contact Email Address
dvonfeldt0thrivehomebuilders.com
Retype Contact Email
dvonfeldtQthrivehomebuilders com
Address
DESCRIPTION OF WORK
Detailed Scope of Work -
New Temp Electric Meter 200 Amp -Electrician is Ultra Electric
Provide a detailed
description of work
including mechanical,
electrical, plumbing work
occurring, adding/removing
walls, etc.
Square footage of scope of
0
work
Location of work (backyard,
Front Corner 7859 W 42nd Ave
on roof, etc)
Project Value (contract
$2250.00
value or cost of ALL
materials and labor)
Upload Engineer letter
Field not completed.
Upload Asbestos Report if
Field not completed.
triggler level is met per
CDPHE regulation.
Upload Drawings
7859 W 42nd Ave Temo Electric.odf
Upload Additional Drawings
Field not completed.
Upload Additional Drawings
Field not completed.
Upload Additional Drawings
Field not completed.
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 thatwork may
Yes
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.
I attest that everything Yes
stated in this application is
true and correct and that
falsifying information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment or both.
Person Applying for Permit Deis Vonfeldt
Email not displaying correctly? View it in your browser.
City of
Or Wh6at�idge
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR
performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
7859 7861 7865 7869 W 42nd Ave
Project Address:
General Contractor:
THB Westridge LLC
FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION
Company Name:._Si�eWi5B Contact Phone #:_303-430-141`i
Wheat Ridge Contractor License #:_ 0
State License #:-E(.. 060710
Master License #: AAL QQaiiv
�_l��►n -�
1. a -(l
PrintecTName of Authorized Agent
Signatur� of Authorized Agent
(required field)
5r- 7 -azo
Date