HomeMy WebLinkAbout7867 W 43rd PlaceFrom: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Solar PV Installation
Date: Tuesday, August 17, 2021 1:43:29 PM
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 7867 W 43rd Place
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
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 Ddf
or pages on 8 1/2" x
11" only
Solar Installation Plan
11X17 RFC PLOTPLAN WESTRIDGE LOT 15 7867 W 43RD
Set on 11"x17" only.
PL PLAN P12 -EA -S OR 1 JK375.Ddf
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
Permit#: 202100888
cry of
',Wheat�ge
COMMUNITY DMIAPMLNT
7500 W. 29th Ave
Wheat Ridge CO 30033-6713
CERTIFICATE OF OCCUPANCY
]86] W 03rd PI, Wheat Ridge, DO 800334526
Date: 0222122
This certificate verifies that Me building constructed and/or the use proposed of the building and/or premises, under the
above permit number and on property described below, does comply with the Wheal Ridge Building Code, Zoning and other
related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified.
OWNER: THB WESTRIDGE LLC
1875 Lawrence St 900, Denver, CO W202
CONTRACTOR: THB WESTRIDGE LLC
1875 Lawrence St 000, Denver, 0080202
PARCEL: 39-233-02052
7867 W 03rd PI, Wheat Ridge, 00 80033-0526
ZONING: MU -N
TYPE OF CONST:
V -B
OCCUPANCY: R-3
OCC LOAD:
0
CODE EDITION: M181CC/2020 NEC
SPRINKLERS:
No
FOR THE PURPOSE: SFD:Singl Family- New
Limitations/Stipulations:none
No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from
the City of Wheat Ridge
Certificate MUST be posted by front door of commercial occupancies
COnsc �,
Chief Building Oficial Planning2oning Administrator
Cornelia Orzescu Lauren Mikulak
Reviewed for Zoning Compliance by the , ► A4,(
City of Wheat Ridge Planning Division +r�`
_l
APPROVED
BY:
DATE: 5/11/2021
COMMENTS: Complies with approved
master permits and site
plan WSP-20-03
No C.O. may be issued until public
improvements are complete as identified in the
Subdivision Improvement Agreement.
Reviewed by the City of Wheat Ridge
Engineering Division
APPROVED
Jordan Jefferies
BY:
DATE: 5/14/2021
COMMENTS: A grading certification with
ILC or updated CCP required prior to CO
F I N
liat if lac•
APPROVED
ari+rwittl_I��r�sr�a r�,�lihi�;:r
Mike Theisen 05/17/2021
-.ans ExarTWifi3 Date
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YARROW GARDENS STACKED TOWNHOMES
I S H E D A R E A
P1
FINISHED
DO -MORE COVER SHEET
MAIN LEVEL
594 SF
UPPER LEVEL
540 SF
ENTRY LL
96 SF
POWDER
43 SF
A1.10
1,273 SF
UNFINISHED
3-PLEX-A UPPER LEVEL BUILDING PLAN
DO MORE
141 SF
SPACE
3-PLEX-A BUILDING ELEVATIONS
GARAGE
314 SF
U O
Q 0
455 SIF
P2 -E
FINISHED
CONSTRUCTION
MAIN LEVEL
639 SF
UPPER LEVEL
671 SF
1,310 SF
UNFINISHED
2 -CAR GARAGE
460 SF
ENTRY/DO
260 SF
MORE SPACE
DECK
31 SF
ENTRY ML
81 SF
832 SF
P3 -E
FINISHED
MAIN LEVEL
780 SF
UPPER LEVEL
732 SF
ENTRY LL
88 SF
POWDER
44 SF
1,644 SF
UNFINISHED
2 -CAR GARAGE
460 SF
DO -MORE
188 SF
SPACE
DECK
30 SF
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678 SF
M1 9 0 __AMEER6_ 914 111k W�k G TYPE 3A
BLOCK 3, LOTS 16-1 8
WHEAT RIDGE, COLORADO
THRIVE HOME BUILDERS
Homes that do more.
I N D E X O F D R A W I N G S
DRAWING INDEX
SHEET
NUMBER SHEET NAME
AO
DO -MORE COVER SHEET
G1
CODE ANALYSIS
G2
GENERAL NOTES
G3
ARCHITECTURAL SITE PLAN
A1.01
3-PLEX-A LOWER LEVEL BUILDING PLAN
A1.10
3-PLEX-A MAIN LEVEL BUILDING PLAN
A1.20
3-PLEX-A UPPER LEVEL BUILDING PLAN
A1.30
3-PLEX-A ROOF PLAN
A3.01
3-PLEX-A BUILDING ELEVATIONS
A3.02
3-PLEX-A BUILDING ELEVATIONS
B U I L D I N G A D D R E SS
BLOCK 3, LOTS 16-18
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
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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
SET
ISSUE DATE 7/21/2020
DO -MORE COVER
SHEET
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HOME BUILDERS
Homes that do more
THRIVE HOME
CODE ANALYSIS
FIRE-RESISTANT CONSTRUCTION
40
GoddenjSudik
-R302.2 TOWNHOUSES:
PROJECT DIRECTORY
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.
ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER
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2018 INTERNATIONAL RESIDENTIAL CODE
GoddenlSudik Architects Baseline Engineering EV Studio
SET
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
2018 INTERNATIONAL MECHANICAL CODE
A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE
Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204
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
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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
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 R302.1(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
D.
CA/ACCESSIBILITY
NOT 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.
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
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
SET
ISSUE DATE 7/21/2020
CODE ANALYSIS
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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.
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 - FOR SINGLE FAMILY DETACHED ONLY.
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 - FOR SINGLE FAMILY DETACHED.
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
INSTRUCTIONS.
C CTIONS.
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 FIREBLOCKING/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 COLD CLIMATES. - AT SLAB ON GRADE
LOCATION INSIDE THE BUILDING.
THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION.
2 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB BETWEEN VOID MATERIAL
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
AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF & FLASH ALL PENETRATIONS.
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
INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER BUILDER'S GUIDE TO COLD
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
CLIMATES. - AT STRUCTURAL SLAB ON VOID
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
3. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL
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
BED PRIOR CASTING THE SLAB. LAP BARRIER 12" MIN. &FIT CLOSELY AROUND ANY PIPE
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
PE
OR OTHER PENETRATIONS.
4. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER
PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS.
LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN
MFR'S SPECS.
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
5. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN
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) THE
SPECIFIED:
HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC.
PER SPECIFICATIONS & INSTALLED PER MFR'S SPECIFICATIONS.
12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC
26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE
INSULATION SCHEDULE
13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED.
FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES
FOUNDATION WALL - UNFINISHED ................................................ R-5 MIN. RIGID FOAM AT
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
EXTERIOR FACE
"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
2x4 STUD WALL............................................................................... R-13 MIN. PER
CERTIFICATE OF OCCUPANCY.
OF THE TREADS. (IRC)
BUILDER SPECS
27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED
2X6 STUD WALL............................................................................... R-20 MIN. PER
AIR SEALING NOTES
SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC)
BUILDER SPECS
1 . DRYWALL GASKET SYSTEM PER BUILDER SPEC AT ALL TOP PLATES ADJOINING AN ATTIC SPACE
28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS
ATTIC............................................................................................... R-50 MIN. PER
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
BUILDER SPECS
JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS.
VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS
CANTILEVERED FLOORS................................................................... BLOW FULL W/
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
INSULATION 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
RIM JOISTS....................................................................................... 2" CLOSED CELL
3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF
REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC)
SPRAY FOAM W/ R-19 BATT
NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT).
29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC
GARAGE CEILING (OPTIONAL).......................................................... R-36 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
2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER
QUESTIONS OR CONFLICTS.
SPECS
30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE
2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER
COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81,
SPECS
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
SET
ISSUE DATE 7/21/2020
GENERAL NOTES
G2
T
POINTS
REQUIRED
YI-I
89 (TOTAL)
_
43
VISITABLE
DWELLING UNIT
43
1 43
N
1 HOUR TESTED
Y4
-EA
43
43
0E
m
263 OR IBC SECTION
0 FEET
WALLS
703.3 EXPOSURE
U O
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Y1 -IA
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CO
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BLDG
3 FEET
Y2 -IA
NOT ALLOWED
U)a
PROJECTIONS
1 HOUR
UNDERSIDE
BLOCK 5, LOTS 19-24
0 HOURS
BLDG TYPE f'
30
��
< 3 FEET
BLOCK 4, LOTS 6-1
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(0 HRS)
3 FEET
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BLDG TYPE 5A
BLOCK 4, LOTS 1-5
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ARCHITECTURAL SITE PLAN
1 if = 30'-0"
WEST 43RD PLACE
WEST 43RD PLACE
30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M 30Vjd 4HEb 1S3M
u a a u
10'-6" 10'-6" — —
Y4 -W Y1 -I Y1 -I _Y2 -E
Y2 -E Y1 -I Y1 -I Y4 -W
Y1 -I Y2 -I Y2 -I
Y4 -E— Y4 -E Y2-
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BLDG TYPE 4B BLDG TYPE 4B BLDG TYPE 5A
8 BLOCK 6, LOTS 5-8 5 6 � BLOCK 6, LOTS 1-4 1,BLOCK 5, LOTS 5-9
� � 5
L 9 E Z 6 g 9 5
— L
I El BLDG TYPE 4BLDG TYPE 4B%
BLOCK 6, LOTS 9-12 BLOCK 6, LOTS 13-16
Y4 -EA Y1 -IA 1 -IAS Y2 -EA Y2-EA� Y1 -IA Y1 -IA Y4 -WA
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u
WEST 42ND AVENUE
R.O.W. VARIES
WEST 42ND AVENUE
R.O.W. VARIES
WEST 43RD PLACE
30V_jd 4HEb 1S3M
T
1
E Y1 -I Y1 -I —Y2 -E
BLDG TYPE 4B
BLOCK 5, LOTS 1-4
E Z i
8'-9" 8'-9"
11 16 17
18
10 12 13 14 15
BLDG TYPE 5A BLDG TYPE 4B
° BLOCK 5, LOTS 10-14 I BLOCK 5, LOTS 15-18
Y4 -E Y1-1 Y2-1 Y2-1 Y4 -E I Y2 -E Y1-1 Y1-1 Y2 -W
WEST 42ND AVENUE
R.O.W. VARIES
q°
WEST 42ND AVENUE
R.O.W. VARIES
W. 42ND AVE.
1
I10
Y2 -E
Y2 -I
M
BLDG TYPE 4A
BLOCK 1, LOTS 1-4
Y2-1
9
Y4 -W
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30V_jd 4HEb 1S3M
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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 2018 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
YI-I
89 (TOTAL)
43
43
VISITABLE
DWELLING UNIT
43
1 43
N
1 HOUR TESTED
www.goddensudik.com
TOTAL
43
43
0E
m
263 OR IBC SECTION
0 FEET
WALLS
703.3 EXPOSURE
U O
C)
r� V
V
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ZO
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OeN rW
Z V
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CO
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BLDG
3 FEET
TYPE 6C - ELEV 2
NOT ALLOWED
U)a
PROJECTIONS
1 HOUR
UNDERSIDE
BLOCK 5, LOTS 19-24
0 HOURS
3 FEET
NOT ALLOWED
< 3 FEET
OPENINGS IN
�O
3 FEET
WALLS
c� Y2-1
NOT ALLOWED
Q b.
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UNLIMITED
(0 HRS)
3 FEET
o YI-I
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SITE PLAN
,moo°
S3 RiVA ' W O 11
DnNDAV aNZb 1SDM
N
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 2018 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)
43
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
www.goddensudik.com
TOTAL
43
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 - DWELLINGS
WITH FIRE SPRINKLERS
EXTERIOR
MINIMUM FIRE
MINIMUM FIRE
ELEMENT
RESISTANCE
SEPARATION
RATING
DISTANCE
SEE WHAT COULD BE
1 HOUR TESTED
www.goddensudik.com
5975 S. Quebec Street
ASTM E 119 OR UL
Centennial, CO 80111
0E
m
263 OR IBC SECTION
0 FEET
WALLS
703.3 EXPOSURE
U O
C)
r� V
V
L LU O
ZO
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OeN rW
Z V
OUTSIDE
0 HOURS
3 FEET
ISSUE DATE 7/21/2020
NOT ALLOWED
< 2 FEET
PROJECTIONS
1 HOUR
UNDERSIDE
2 FEET
0 HOURS
3 FEET
NOT ALLOWED
< 3 FEET
OPENINGS IN
UNLIMITED
(0 HRS)
3 FEET
WALLS
NOT ALLOWED
< 3 FEET
PENETRATIONS
UNLIMITED
(0 HRS)
3 FEET
FIRE RATED EAVES/WALLS =
PROPERTY LINES =
n
0
0
w
0
.T
0
U
thrive
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
0E
m
�G \ac
�..LJ
U O
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r� V
V
L LU O
ZO
wO U
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LLJ
O
oe
CONSTRUCTION
SET
ISSUE DATE 7/21/2020
ARCHITECTURAL
SITE PLAN
G3
1 V L 1 1 1L L
LOT 18 4-0" LOT 17 LOT 16
1ST LEVEL*SPRINKLERED* *SPRINKLERED* .040)
1/4" = 1'-0"
ROOF -SOFFIT SYSTEMS
ON
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 10-12
GENERIC
PLOT PLAN ISSUE DATE: 09/10/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 1: 10/15/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 23.6
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
ENlheat
o �Q;
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
LOT 12
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• TOS = 25.1
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
• GARAGE SLAB = 24.0
JOINTS.
DRAINAGE
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
BLOCK 3,
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 7/21/2020
APPROPRIATE ROOF COVERING.
LOT
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
16
TRUSSES.
17
APPROX. CEILING
18
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE - O
4REA SEPARATION WALLS
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 -O
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)
n
0
w
0
.Q
0
.o,
thrive
PLOT PLAN NOTES
Homes that do more.
BLOCK 3, LOTS 10-12
B U I L D E R S
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
SEE WHAT COULD BE
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
Suite 250
• TOS = 25.1
ENlheat
o �Q;
• GARAGE SLAB = 23.8
LOT 12
U
• TOS = 25.1
U
Q o
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINAGE
Q
BLOCK 3,
LOTS 16-18
ISSUE DATE 7/21/2020
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
4REA SEPARATION WALLS
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 -O
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)
n
0
w
0
.Q
0
.o,
thrive
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
ENlheat
o �Q;
U
`
i
U
Q o
~L
V) w
Ln O
ZO
wO U
C) = w
0eZ
Q C)
(D O
w
O
ry
ry
Q
CONSTRUCTION
SET
ISSUE DATE 7/21/2020
3-PLEX-A LOWER
LEVEL BUILDING
PLAN
A1,01
P3 -E
LOT 18
2ND LEVEL
1/4" = 1'-0"
P1-1
LOT 17
*SPRINKLERED*
P2 -E
LOT 16
*SPRINKLERED*
ROOF -SOFFIT SYSTEMS
ON
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 10-12
GENERIC
PLOT PLAN ISSUE DATE: 09/10/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 1: 10/15/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 23.6
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
ENlheat
o �Q;
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
LOT 12
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• TOS = 25.1
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
• GARAGE SLAB = 24.0
JOINTS.
DRAINAGE
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
BLOCK 3,
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 7/21/2020
APPROPRIATE ROOF COVERING.
LOT
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
16
TRUSSES.
17
APPROX. CEILING
18
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE - O
AREA SEPARATION WALLS
GA FILE NO. ASW
1004
PROPRIETARY*
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.
*PROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
DENSHIELD SHAFTLINER 1" SILENT GUARD
GYPSUM LINER
BOARD
2 HOUR FIRE
60 TO 64
STC
SOUND
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
TYPE -O
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)
n
0
w
0
.Q
0
.o,
thrive
PLOT PLAN NOTES
Homes that do more.
BLOCK 3, LOTS 10-12
B U I L D E R S
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
SEE WHAT COULD BE
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
Suite 250
• TOS = 25.1
ENlheat
o �Q;
• GARAGE SLAB = 23.8
LOT 12
LU
• TOS = 25.1
U
Q o
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINAGE
Q
BLOCK 3,
LOTS 16-18
ISSUE DATE 7/21/2020
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
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.
*PROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
DENSHIELD SHAFTLINER 1" SILENT GUARD
GYPSUM LINER
BOARD
2 HOUR FIRE
60 TO 64
STC
SOUND
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
TYPE -O
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)
n
0
w
0
.Q
0
.o,
thrive
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
ENlheat
o �Q;
LU
i
U
Q o
~L
V) w
Ln O
ZO
wO U
C) = w
OeZ
Q C)
(D O
w
O
ry
ry
Q
CONSTRUCTION
SET
ISSUE DATE 7/21/2020
3-PLEX-A MAIN
LEVEL BUILDING
PLAN
A1.10
0
M
56'-6"
oo
20'-0" 16-6" 20'-0"
19'-10" 2"� I �2" 16-2" 2"� I r2" 19'-10"
0
3RD LEVEL
1/411 = 1'-0"
P3 -E
LOT 18
P1-1
LOT 17
*SPRINKLERED*
P2 -E
LOT 16
(*SPRINKLERED)*
ROOF -SOFFIT SYSTEMS
0
ON
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
DWELLING LINE SEPARATION
WALL SHALL BE CONTINUOUS—
ONTINUOUS
FROM FOUNDATION TO THE
FROM
UNDERSIDE OF THE ROOF_
BLOCK 3, LOTS 10-12
0
o
O
PLOT PLAN ISSUE DATE: 09/10/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
SHEATHING, TYP., PER IRC
2018 R302.2.1 CONTINUITY==
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 23.6
W/D
Suite 250
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
ENlheat
o �Q;
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
F---
OU
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• TOS = 25.1
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
• GARAGE SLAB = 24.0
C
I
DRAINAGE
_F
BLOCK 3,
DD
o
APPROPRIATE ROOF COVERING.
O
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
16
�O
17
APPROX. CEILING
18
-- - --
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
DO
O -------
O
L
-------
C >
00
3-PLEX-A UPPER
00
PLAN
A1.20
00 ��
0
EH
0
3RD LEVEL
1/411 = 1'-0"
P3 -E
LOT 18
P1-1
LOT 17
*SPRINKLERED*
P2 -E
LOT 16
(*SPRINKLERED)*
ROOF -SOFFIT SYSTEMS
0
ON
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 10-12
GENERIC
PLOT PLAN ISSUE DATE: 09/10/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 1: 10/15/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 23.6
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
ENlheat
o �Q;
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
LOT 12
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• TOS = 25.1
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
• GARAGE SLAB = 24.0
JOINTS.
DRAINAGE
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
BLOCK 3,
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 7/21/2020
APPROPRIATE ROOF COVERING.
LOT
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
16
TRUSSES.
17
APPROX. CEILING
18
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE - O
4REA SEPARATION WALLS
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 -O
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)
nu
0
w
0
.Q
0
.o,
thrive
PLOT PLAN NOTES
Homes that do more.
BLOCK 3, LOTS 10-12
B U I L D E R S
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
SEE WHAT COULD BE
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
Suite 250
• TOS = 25.1
ENlheat
o �Q;
• GARAGE SLAB = 23.8
LOT 12
LU
• TOS = 25.1
U0
Q o
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINAGE
BLOCK 3,
LOTS 16-18
ISSUE DATE 7/21/2020
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
4REA SEPARATION WALLS
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 -O
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)
nu
0
w
0
.Q
0
.o,
thrive
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
ENlheat
o �Q;
�G \oc
0
LU
U0
Q o
F_L'r)
V) LU o
zo
wO U
C) = w
oe z c�
Q C)
(D O
w
O
oe -3:Q
CONSTRUCTION
SET
ISSUE DATE 7/21/2020
3-PLEX-A UPPER
LEVEL BUILDING
PLAN
A1.20
C
c
c
BLOCK 3, LOTS 16-18
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
cc• c..
PLOT PLAN NOTES
BLOCK 3, LOTS 10-12
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
• TOS = 25.1
• GARAGE SLAB = 23.8
LOT 12
• TOS = 25.1
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINAGE
ROOF VENTING CALCULATIONS
P1-1
TOTAL ROOF AREA = 660 SQ. FT. = 95,040 INz
REQUIRED VENTILATION:
X/300 = 316 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 3 VENTS @ 51 INz = 153 INz (48%)
AT EAVE: 17 LINEAR FEET @ 10 INz = 170 INz
TOTAL PROVIDED: 323 INz
P2 -E
TOTAL ROOF AREA = 819 SQ. FT. = 117,936 1 N
REQUIRED VENTILATION:
X/300 = 393 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
P3 -E
TOTAL ROOF AREA = 882 SQ. FT. = 127,008 1 N
REQUIRED VENTILATION:
X/300 = 423 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 4 VENTS @ 51 INz = 204 INz (48%)
AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz
TOTAL PROVIDED: 454 INz
P3 -E
LOT 18
ROOF PLAN
1/4" = 1'-0"
P1-1
LOT 17
*SPRINKLERED*
P2 -E
LOT 16
*SPRINKLERED*
ROOF -SOFFIT SYSTEMS
r.�
ON
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
6-0" $,_D„
2602
THRIVE HOME
GENERIC
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
GoddenjSudik
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
www.goddensudik.com
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
Suite 250
--------------------------------------
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DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
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--------------------------------------
- -- - - -
--------------------
LINE OF STUD
-- - -- -- --
---------------------- -------------------
CONSTRUCTION
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 7/21/2020
APPROPRIATE ROOF COVERING.
BELOW
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
LINE OF SOFFIT
TRUSSES.
APPROX. CEILING
WEIGHT:
VENTS RE: ROOF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
CALCS, TYP.
DWELLING UNIT
SEPARATION WALL SHALL
BE CONTINUOUS FROM THE
3-PLEX-A ROOF
PLAN
FOUNDATION TO THE
UNDERSIDE OF THE ROOF
r SHEATHING, TYP., PER IRC
N 2018 R302.2.1- CONTINUITY
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GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
THRIVE HOME
GENERIC
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
GoddenjSudik
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
www.goddensudik.com
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
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DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
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WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
CONSTRUCTION
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 7/21/2020
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 - O
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
WHICHPROPERTY LINE
FOR PENETRATIONSOF 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.
• 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.
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 -O
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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thrive
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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BLOCK 3, LOTS 16-18
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
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LOT 17
*SPRINKLERED*
PLOT PLAN NOTES
BLOCK 3, LOTS 10-12
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
• TOS = 25.1
• GARAGE SLAB = 23.8
LOT 12
• TOS = 25.1
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
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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: 8'-0"
1X6 OVER 1X10
FASCIA
ASPHALT SHINGLE
ROOFING
GUTTERS AND
DOWNSPOUTS, TYP.
PAINT TO MATCH
ADJACENT MATERIALS
4" TRIM AT DOORS
AND WINDOWS
TIE BACKS FOR DECK
6" COMPOSITE LAP
SIDING
1X8 TRIM BOARD
8" EXPOSURE VERTICAL
COMPOSITE PANEL SIDING
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RE: ELECTRICAL
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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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BLOCK 3, LOTS 16-18
BUILDING TYPE 3A
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ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
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BLOCK 3, LOTS 16-18
BUILDING TYPE 3A
LOT
ADDRESS
16
7876 WEST 43RD PLACE
17
7880 WEST 43RD PLACE
18
7884 WEST 43RD PLACE
V-2" HEEL.
2'-0" O.H.
PLOT PLAN NOTES
BLOCK 3, LOTS 10-12
PLOT PLAN ISSUE DATE: 09/10/2020
(REVISION 1: 10/15/2020)
LOT 10
• TOS = 24.4
• GARAGE SLAB = 23.6
LOT 11
• TOS = 25.1
• GARAGE SLAB = 23.8
LOT 12
• TOS = 25.1
• GARAGE SLAB = 24.0
POUR 4" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINAGE
M1'-2" HEEL.
2'-0" O.H.
3' COMPOSITE
LAP SIDING
P2 -E P11 -1P3 -E
LOT 16 1X8 TRIM BOARD LOT 17 JULIET BALCONY LOT 18
BETWEEN UNITS
*SPRINKLERED* *SPRINKLERED*
REAR ELEVATION
1/4" = 1'-0"
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: 8'-0"
1X6 OVER 1X10
FASCIA
ASPHALT SHINGLE
ROOFING
GUTTERS AND
DOWNSPOUTS, TYP.
PAINT TO MATCH
ADJACENT MATERIALS
METAL AWNING.
POWDER COATED
BLACK
COMPOSITE WOOD
DECK, TYP.
OVERHEAD
GARAGE DOOR
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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
SET
ISSUE DATE 7/21/2020
3-PLEX-A
BUILDING
ELEVATIONS
A3.02
A.G. WASSENAAR, INC.
TH Yarrow, LLC
1875 Lawrence Street, Suite 900
Denver, Colorado 80202
Attention:
Subject:
,� NI h eat
CD
Mr. Jay Garcia
Soil and Foundation Study
Proposed Residential Structure
Lots 16-18, Block 3
Yarrow Gardens, Filing 3
Wheat Ridge, Colorado
Project Number 185530
March 25, 2020
Revised May 27,, 2020
Purpose
As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject
site. The purpose of our study was to observe subsurface conditions encountered and to recommend
geotechnical design criteria for the design and construction of the foundation for the proposed triplex
residential structure. For purposes of this study, we understand and assume the overexcavation
recommendations provided in our report, "Geotechnical Site Development Study for Proposed
Townhome Development, Yarrow Gardens, Northwest of West 42nd Avenue and Yarrow Street, Wheat
Ridge, Colorado", for the subject site,, AGW Project Number 181182,, dated May 11,, 2018,, have been
followed. Density -compaction test reports (AGW Project Number 181182) were considered during
the preparation of this study. The fill materials tested were placed in general accordance with the
requirements of HUD Data Sheet 79G. This letter presents a summary of our findings and
recommendations.
Proposed Construction
The proposed structure will be up to three stories supported upon a reinforced concrete foundation.
It is our understanding no below grade areas are planned. The structure will be wood framed with a
slab -on -grade or structural slab -on -void beneath the living areas. If plans change, the
recommendations in this report must be reviewed by AGW prior to design and construction of the
foundation.
Subsurface Conditions
The field exploration included drilling two 4 -inch diameter auger borings at the approximate diagonal
corners of the anticipated building footprint. The subsurface conditions encountered are shown on
Figures 1 and 2,, including the results of penetration tests at the locations of sampling.
Laboratory Testing
Samples obtained during drilling were returned to the laboratory. They were visually classified and
testing was assigned to selected samples in an effort to evaluate the engineering properties of the
subsurface materials encountered. The test results are summarized on Figures 1 and 2. Based upon
2180 South Ivanhoe Street,, Suite 5 • Denver, Colorado 80222
www.agwco.com 9 Phone 303-759-8100
visual observation of the subsurface conditions encountered and laboratory testing for this and/or
adjacent lots, it is our opinion that the subsurface materials generally exhibit low potential for
expansion and compression. Refer to the Colorado Geological Survey Special Publication 43 for a
description of expansive soils and their impact on structure performance.
Foundation Recommendations
Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon
spread or pad -type footings bearing on the natural undisturbed soils or on properly placed and
compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf.
Footing dimensions and foundation structural elements should be determined by a structural
engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO or
o w he,31RSO) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as
d4 mined from the appropriate building code for this jurisdiction. Bearing materials loosened by
l/machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of
6 dray, 'hard fill or very moist, soft fill may be encountered in the foundation excavation. If this condition
1'1a;,,q p:4\56ccurs, the footings should extend to properly moisture treated fill. Exterior footings should bear at
least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should
be protected from freezing during construction. All footing excavations should be observed by AGW
prior to placement of concrete.
The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure
based upon an equivalent fluid density of 60 pounds per cubic foot (pcf) for the "at rest" condition
or 45 pcf for the "active" condition. The "active" condition should only be used where wall movements
of at least 0.5% of the wall height are allowed. These values have been provided without
considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain
system and proper surface drainage as discussed later in this report may lower the potential of
developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls
should be expected.
Concrete Slab Construction
A concrete slab performance risk evaluation was conducted in general conformance with industry
guidelines for the local area. The risk assessment of a site for potential movement is not absolute;
rather, it represents a judgment based upon the data available and our experience in the area.
Movement of foundations and concrete flat work will occur with time in low to very high risk areas
as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3
inches across the slab with slab cracking of up to t/a-inch in width and/or differential are considered
normal. The damage generally increases as the risk assessment increases and as the depth of wetting
increases. It must be understood, however, that assessing risk is an opinion. There is currently no
type of testing or correlation of factors that will definitively predict the amount of heave that a floor
slab will exhibit. Therefore, it may be possible that heaves less than or in excess of what is considered
"normal' may be experienced.
For sites with a risk assessment of high or very high, we recommend an interior floor system
engineered for expansive soils be constructed. In addition, a structurally supported floor
AGW Project Number 185530
March 25, 2020; Revised May 27, 2020
TH Yarrow, LLC
Page 2
system is recommended for all finished areas or any other areas where floor movements
cannot be tolerated.
Based upon our evaluation of the subsurface conditions at this site, it is our opinion that the slab
performance risk for this site is low. If this risk of movement is not acceptable, structurally supported
interior floors should be constructed. A slab -on -grade floor can be used provided the risk of
movement and cracking is acceptable to the Client and the Homeowner. If the Homeowner cannot
tolerate slab movement, they should request that a structurally supported floor be installed.
If the Builder and/or Homeowner desires to construct a concrete slab -on -grade and accepts the risk
of slab movement, slabs supported by the expansive subsurface materials should be constructed
using the following criteria:
o,Whear� 1. Slabs should be separated from exterior walls and interior bearing members with a
USA %P joint which allows free vertical movement of the slab.
2. The use of slab bearing partitions should be minimized. Where necessary, slab bearing
partitions should be constructed with a minimum 2 -inch void space. Doorways should
'lan9pxi\o also be designed to allow vertical movement of the slab. Drywall should not be in
contact with the slab. Stairways bearing upon the slab should be constructed in such
a way as to allow at least 2 inches of slab heave. In the event of slab heave, the
movement should not be transmitted directly through the partitions to the remainder
of the structure. The Homeowner should monitor the partition voids and other
connections and re-establish the voids before they close to less than 1/2 -inch.
3. Plumbing and utilities should be isolated from the slab and be provided with flexible
connections. The Homeowner must maintain these connections.
4. Where a forced air heating system is used and the furnace is located on the slab, we
recommend provision for a collapsible connection between the furnace and the duct
work to allow for at least 3 inches of slab heave. Utility connections should also be
provided with flexible connections capable of accommodating the same magnitude of
movement as specified above.
5. Frequent control joints should be provided in the slab to reduce problems associated
with shrinkage cracking and curling. We recommend additional control joints be
located approximately 3 feet away from and parallel to the foundation walls.
Following these recommendations should reduce damage caused by movement of the floor slab. The
void spaces recommended are not intended to predict total slab movement. Care should
be taken to monitor and reestablish partition voids and flexible connections when necessary. We are
available to provide further consultation regarding concrete slab performance risk assessments. If a
slab -on -grade is finished, cosmetic damage should be expected (i.e., drywall cracks, sticking doors,
floor tile cracking).
Fill Placement
Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to
placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches
should be properly bedded. The new fill should be of similar soil type as the existing subgrade
material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and
the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum
AGW Project Number 185530
March 25, 2020; Revised May 27, 2020
TH Yarrow, LLC
Page 3
dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular
soils. The moisture content of the compacted material should be between optimum and 4% over
optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular
soils. Density compaction testing must be performed upon any new fill placed beneath the foundation
of the structure. Backfill around the foundation should be moistened and compacted in such a manner
as to reduce future settlement.
Subsurface Drainage
It is our understanding that no below grade areas are planned for the proposed three -unit townhome.
Present ground water conditions, in our opinion, should not be a problem for the proposed structure.
We believe if the ground surface and roof drainage are properly cared for, no subsurface drainage
\� k W heatsystems should be necessary unless below grade areas are planned.
/9rSurf;3ce Drainage
6 The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and
�';a;,,q p:4\*aintainecl surface drainage. The following recommendations should be implemented during
construction and maintained by the Homeowner or Homeowners Association after the structure is
completed:
1. Excessive wetting or drying of the open foundation excavation should be avoided as
much as practical during construction.
2. The ground surface surrounding the exterior of the foundation should be maintained in
such a manner as to provide for positive surface drainage away from the foundation. At
completion of construction, we recommend a minimum fall away from the foundation
of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone.
3. Areas which settle should be filled as soon as possible in order to maintain positive
drainage away from the foundation.
4. If lawn edging is used around the exterior of the foundation, it should be constructed
in a manner to prevent ponding of surface water in the vicinity of the backfill soils.
5. Drainage swales should be constructed and maintained a minimum of 5 feet away from
the foundation on side yards and 15 feet away from the foundation on back and front
yards. Natural drainage swales should maintain a slope of at least 2% off of the lot.
Swales must not be blocked by fences, landscaping, paths or other Homeowner or
Homeowners Association installed items.
6. Roof downspouts and drains should discharge well beyond the limits of foundation
backfill.
7. Watering adjacent to the foundation should be reduced as much as practical.
Landscaping which requires excessive watering should not be located within 5 feet of
foundation walls. Sprinkler lines, zone control boxes, and drains should be located
outside the limits of the foundation backfill. Sprinkler heads should be positioned such
that the spray does not fall within 5 feet of foundation walls.
8. Plastic membranes should not be used to cover the ground surface immediately
surrounding the foundation. These membranes tend to trap moisture and prevent
normal evaporation from occurring. We recommend the use of a weed suppressant
geotextile fabric.
AGW Project Number 185530
March 25, 2020; Revised May 27, 2020
TH Yarrow, LLC
Page 4
Limitations
We believe the professional judgments expressed in this report are consistent with that degree of
skill and care ordinarily exercised by practicing design professionals performing similar design services
in the same locality, at the same time, at the same site and under the same or similar circumstances
and conditions. No other warranty, express or implied, is made. The location of the test borings
drilled and the laboratory testing performed for this study were designed to obtain a reasonably
accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not
indicated by the borings are possible and expected. Therefore, we should be retained to observe the
foundation excavation and construction. If unexpected subsurface conditions are observed by others
during construction, we should be called to review our recommendations.
ok W hea1'�qis report was prepared for the exclusive use of our Client for the sole purpose of providing
96o4echnical design criteria for the subject structure based upon the existing site conditions as
l/encountered. The conclusions and recommendations contained in this report shall not be considered
6 valid for use by Others without written authorization from AGW. In addition, the state of practice in
°'1a;,,q pti\<§eotechnical engineering is constantly evolving. Therefore, findings presented in this report should
be reviewed and revised, if necessary, prior to actual construction.
The recommendations provided in this report are based upon the specified extents of the
overexcavation for the original building footprint. The future Homeowner or
Homeowners Association should not construct any additions to the structure utilizing the
recommendations given in this report. Additional studies must be provided if any
additions are to be constructed. If we can be of further service in discussing the contents of this
letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our
office.
Sincerely,
Michael R. Conner, P�
Senior Engineer
Digitally sign by: Michael R Con
Date: 2020.05.27 17:47:20 -07'00'
Attachments: Figures 1 and 2
pp0 LICF�
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AGW Project Number 185530 TH Yarrow, LLC
March 25, 2020; Revised May 27, 2020 Page 5
B3 L16
I'AGW
A.G. WASSENAAR, INC.
CLIENT TH Yarrow LLC.
PROJECT NAME Yarrow Gardens, Filing 3
PROJECT NUMBER 185530-1
PROJECT LOCATION
Wheat Ridge, Colorado
DATE DRILLED February 24, 2020
GROUND WATER LEVELS:
DRILLING METHOD 4 -inch Solid Stem Auger
AT TIME OF DRILLING
Dry
NOTES Test boring drilled in the northwest corner
3 DAY(S) AFTER DRILLING 12 feet
ATTERBERG
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0
Claystone (bedrock), medium hard, silty, sandy, moist to very
MC
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moist, gray to olive to rust
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Figure 1
B3 L18
I'AGW
A.G. WASSENAAR, INC.
CLIENT TH Yarrow LLC.
PROJECT NAME Yarrow Gardens, Filing 3
PROJECT NUMBER 185530-2
PROJECT LOCATION
Wheat Ridge,
Colorado
DATE DRILLED May 15, 2019
GROUND WATER LEVELS:
DRILLING METHOD 4 -inch Solid Stem Auger
AT TIME OF DRILLING
Dry
NOTES Test boring drilled in the southeast corner
6 DAY(S) AFTER DRILLING 16.5 feet
ATTERBERG
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Figure 2
SITE SPECIFIC PLOT PLAN NOTES:
LOT = 16
TOS = 24.4
GARAGE SLAB =23.6
LOT = 17
TOS = 25.1
GARAGE SLAB =23.8
LOT = 18
TOS = 25.1
GARAGE SLAB =24.0
POUR 4" CURB ALONG SIDE OF DRIVE
TO PROVIDE POSITIVE DRAINAGE
REVISIONS:
10 21.20
- LABEL RAMPS AND ADA UNITS -
AL.
18 x}016
10.29.20
- REDLINES PER DAVID KENDALL -
AL.
04.27.21
- LOTS 16 AND 17 FRONT STOOPS
MODIFIED
PER NEW FOR. PLANS - AL.
05.05.21
- FRONT DOWNSPOUTS/PIPES MODIFIED
PER DAVE
- AL.
06.02.21
- ADDRESS CHANCE - AL.
Reviewed for Zoning Compliance by the k4,
City of Wheat Ridge Planning Division y�r�
APPROVED
BY:
DATE: g/3/2021
COMMENTS:
0 20 40
SCALE: 1"=20'
MODEL OPTIONS:
SUBDIVISION: YARROW GARDENS FILING NO. 4
COUNTY: JEFFERSON CITY: WHEATRIDGE
ADDRESS:
I S
L=7.17'
R=19.0ON7V
THB WestRidge LLC
PLOT PLAN
T ACT F
PRIVATE ND EMF•RC-
L
43RD
T:,,,N\VARROW GARDENS P3\VARR0W GARDENS P3 tlwg 6AS0218:0312 AM, 8�N,
LOT 16-18
BLOCK 3
LOT ADDRESS
16 7876 WEST 43RD CIRCLE
17 7880 WEST 43RD CIRCLE
18 7884 WEST 43RD CIRCLE
• PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR
FOUNDATION PLAN LAYOUT.
• PLOT PLAN SUBJECT TO APPROVAL BY ZONINGEUILDING
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 BU ILDER PRIOR TO ORDERING
TAKEOUT
-20 LOT CORNER ELEVATION CHECK. 0926-19
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LEGEND
LOWERED FINISH GRADE:
HOUSE
xx.x PORCH
® GARAGE/CRAWL SPACE
FX--Xl FOUNDATION STEP
@x CONCRETE
RISER COUNT
CONCRETE ELEVATION
[xx.x] GRADING PLAN
ELEVATION
CSAX.xx DICENTER OOF CURB STOP
AT
(exx.xx) DIRT/CONC. ELEVATION AT
CENTER OF METER PIT
urveying, Inc.
vnmm.aea,s...bLn nss
South Yosemite Street 1100 Centennial, CO 80112
: (303) 850-0559 Fax: (303) 850-0711
il: infoObisurvev.nef
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Reviewed bythe Cityof Wheat Ridge �•,
Engineering Division
NO EXCEPTIONS TAKEN
By. Jordan Jefferies
DATE: 611712021
COMMENTS:
• PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR
FOUNDATION PLAN LAYOUT.
• PLOT PLAN SUBJECT TO APPROVAL BY ZONINGEUILDING
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 BU ILDER PRIOR TO ORDERING
TAKEOUT
-20 LOT CORNER ELEVATION CHECK. 0926-19
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LEGEND
LOWERED FINISH GRADE:
HOUSE
xx.x PORCH
® GARAGE/CRAWL SPACE
FX--Xl FOUNDATION STEP
@x CONCRETE
RISER COUNT
CONCRETE ELEVATION
[xx.x] GRADING PLAN
ELEVATION
CSAX.xx DICENTER OOF CURB STOP
AT
(exx.xx) DIRT/CONC. ELEVATION AT
CENTER OF METER PIT
urveying, Inc.
vnmm.aea,s...bLn nss
South Yosemite Street 1100 Centennial, CO 80112
: (303) 850-0559 Fax: (303) 850-0711
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GOVERNING CODE
DATE:
2018 IRC
SEISMIC
CATEGORY= B
1 = 1.00
R=6.5
RISK = II
ULT. WIND SPEED (3 -SECOND GUST)
115 MPH
EXPOSURE C
ROOF LOADS
DEAD
20 PSF
SNOW
30 PSF
FLOOR LOADS
DEFLECTION LL=L/360
TL=L/240
DEAD
12 PSF
LIVE
40 PSF
DECK LOADS
DEAD
12 PSF
LIVE
60 PSF
MAX. SOIL BEARING PRESSURE
2000 PSF
EQUIVALENT FLUID PRESSURE
45 PCF
NOTE: THIS ENGINEERING DESIGN ASSUMES THE LOADS
AND CRITERIA LISTED ABOVE. CONTRACTOR SHALL REVIEW
THE LOADS & GEOTECHNICAL REPORT AND CONTACT YORK
ENGINEERING PRIOR TO CONSTRUCTION IF ANY
ADJUSTMENTS ARE REQUIRED. THE LOADS ABOVE ASSUME
NO RADIANT HEAT FLOORING. FOUNDATION DESIGN IS IN
ACCORDANCE WITH A.G. WASSENAAR, INC SUBSURFACE
INVESTIGATION FOUNDATION RECOMMENDATIONS, PROJECT
NUMBER 185529, DATED DECEMBER 6, 2018 REVISED MAY
27, 2020. DESIGN IS SUBJECT TO REVISION BASED ON
RESULTS OF OPEN HOLE OBSERVATION.
FOOTING, FOUNDATION AND CONCRETE
1. FOOTING DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE AS PER GEOTECHNICAL REPORT, SEE PLAN. IF A PROJECT SOILS REPORT HAS
BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR GRANULAR FILL COMPACTED TO 95% OF
MAXIMUM DENSITY. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL FOOTINGS TO BE PLACE AT MIN. BELOW LOCAL FROST
DEPTH, AND BE CONTINUOUS AND MONOLITHIC POUR.
2. CHANGES IN ELEV. SHALL BE STEPPED WITH STEP HEIGHT NOT HIGHER THAN 1/2 THE STEP LENGTH AND NOT GREATER THAN 5'. NOTIFY ENGINEER
IF GRADE DROPS OVER 8' IN 24' (GREATER THAN 1/3 SLOPE) SO THAT APPROPRIATE DESIGN CHANGES MAY BE MADE TO FOUNDATION AND FOOTINGS.
3. ALL FOOTINGS, FOUNDATIONS, AND INTERIOR SLABS SHALL BE NORMAL WT. CONCRETE WITH A COMPRESSIVE STRENGTH OF 2,500 PSI MIN. U.N.O. TO
MEET STRENGTH REQUIREMENTS (SEE CALCS., NO SPECIAL INSPECTIONS REQUIRED U.N.O., SEE PLAN) HOWEVER, PER IRC 402.2 USE 3000 PSI CONCRETE
FOR DURABILITY PURPOSES. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN .50 WITH A MINIMUM CEMENT CONTENT OF 504 LBS. PER CUBIC
YARD.
4. ALL CONIC. WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS REQUIRED BY ACI STANDARDS AND PRACTICES.
5. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARD 318. REINFORCEMENT SHALL BE FREE FROM MUD AND OIL
AND OTHER NON-METALLIC COATINGS THAT HAMPER BONDING CAPACITY.
6. OWNER\CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LISTED ON THE DRAWING. VERIFICATION OF ALL SITE CONDITIONS INCLUDING
SITE STABILITY IS THE RESPONSIBILITY OF OTHERS
7. ALLOW 14 DAYS FOR CONCRETE TO CURE PRIOR TO BACKFILL
B. STRUCTURAL CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 5% AIR ENTRAINMENT, MIN.
9. RUN FOOTINGS CONTINUOUS UNDER ALL DOOR OPENINGS, SEE PLAN.
10. SILL PLATE J -BOLTS SHALL BE A307 WITH 7" MIN. EMBEDMENT IN CONCRETE U.N.O., SEE PLAN.
11. TITEN HD BOLTS OR EPDXY THREADED RODS MAY BE USED AS SUBSTITUTION FOR SILL PLATE J -BOLTS AT SAME SIZE AND SPACING AS J -BOLTS.
USE 6" TITEN HD OR WEDGE ANCHOR WITH MIN 1" EDGE DISTANCE FOR SINGLE SILL PLATE AND 8" BOLTS FOR DBL PLATE.
12. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL ABOVE AND SHALL ATTACH TO FULL HEIGHT KING
STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. DIMENSIONS TO HOLDOWN LOCATIONS MUST BE FIELD
VERIFIED.
13. FOOTINGS TO BE CENTERED ON WALLS AND COLUMNS/POSTS U.N.O., SEE PLAN.
14. USE SIMPSON SET EPDXY FOR CONCRETE ANCHORS U.N.O., SEE PLAN. CONTINUOUS SPECIAL INSPECTIONS REQUIRED ON ALL EPDXY OPERATIONS
UNLESS WAIVED BY ENGINEER AND THE BUILDING OFFICIAL
15. LAP REBAR 48 BAR DIAMETERS U.N.O., SEE PLAN. EXTEND HORIZONTAL BARS IN WALL MIN. 12" AROUND CORNERS. REINFORCING IN SLABS ON
GRADE MAY BE LAPPED 24°. SPLICES IN BOTTOM STEEL IN CONCRETE BEAMS, FOUNDATION WALLS, AND CAST IN PLACE SUSPENDED SLABS SHALL BE
STAGGERED 48 BAR DIAMETERS. IF SPLICES ARE NOT STAGGERED, SPLICE BARS 72 BAR DIAMETERS
16. LINTELS IN CONCRETE WALLS MAY BE AS FOLLOWS U.N.O., SEE PLAN; FOR S -O' MAX SPAN, 8" DEEP WITH (2) #4 BOTT. BARS, FOR 6'-0" MAX
SPAN, 12° DEEP WITH (2) #4 BOTT. BARS.
17. PROVIDE (2) EDGE BARS ABOVE CONCRETE WALL OPENINGS AND (1) BAR EACH SIDE AND BELOW OPENINGS U.N.O., SEE PLAN. MATCH SIZE OF
EDGE BARS WITH TYPICAL WALL REINFORCING AND PLACE WITHIN 4" OF OPENING EDGE. EXTEND BARS 48 BAR DIAMETERS PAST EDGE OF OPENING OR
EXTEND AS FAR AS POSSIBLE AND PROVIDE 90' STANDARD HOOK AT END.
18. PROVIDE HORIZONTAL BAR WITHIN 3° OF TOP AND BOTT. OF WALL AND PROVIDE VERTICAL BAR AT ALL WALL CORNERS AND ENDS.
YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE
MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS
STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING,
MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE
DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE
AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS.
NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK
REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE
PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER
DESIGN.
NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO
GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE,
CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT
TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN.
F
NOTE: S131X30 BOLTS CI
POST -INSTALLED. BOLTS
CAST -IN-PLACE.
DIMENSIONS SHOWN RE
OF BOLT.
REV1510N5
DATE:
FOOTING SCHEDULE:
DESCRIPTION:
TYPE
WIDTH
LENGTH
THICK
REINFORCEMENT
F-15
16"
CONT.
8"
NOT REQUIRED
F-20
20"
CONT.
8"
(2) # 4 BARS CONT.
NOTE: FOOTING REINFORCEMENT IN THIS SCHEDULE AND NOTED ON PLANS IS BOTTOM REINFORCING U.N.O. AND
SHALL BE PLACED IN BOTTOM 1/2 OF FOOTING THICKNESS, WITH 3" CONCRETE CLEAR COVER, MIN.
YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE
MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS
STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING,
MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE
DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE
AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS.
NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK
REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE
PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER
DESIGN.
NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO
GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE,
CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT
TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN.
F
NOTE: S131X30 BOLTS CI
POST -INSTALLED. BOLTS
CAST -IN-PLACE.
DIMENSIONS SHOWN RE
OF BOLT.
REV1510N5
DATE:
#
DESCRIPTION:
BY:
4/28/2021
01
ADDED GRADE BEAM FOR POWDER BATH
HD
5'-24„
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NOTE: ALL CONTINUOUS FOOTINGS ARE 16" WIDE X
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P3 -E
LOT 13
7855 WEST 43RD
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City of COMMER CIA LIMUL TI- FA MIL Y
�7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW
COMMUNITY
Date: 5/14/2021
Location: 7876 W 43rd Cir
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� 5/14/2021
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: 5/14/2021
Location of Construction: 7876 W 43rd Cir
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: 5/14/2021 ADDRESS: 7876 W 43rd Cir
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
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT
Date: Monday, May 10, 20218:35:55 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
3 Plex Lots 16-18. Blk 3 7876 7880 7884 W 43rd Cir
PROPERTY INFORMATION
Property Address -
7876 W 43rd Cir
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-P2E- 2 car aft garage -1757 sq ft 460 sq ft garage
Work - Example: New
single family townhome
with 2 car garage -
1,525 sq ft total (Bldg
1, B -unit)
Square Footage of 1757
New Construction
Foundation Plans for 7876 W 43rd Cir.Foundation Plan - STAMPED.pdf
Specific Building
Elevations of Building Site Specific. 7876 w 43RD Cir. Arch BLK 3 LOTS 16
Site Plan showing Unit
Highlighted
Floor plan of Unit
Construction Plans Soil Report. F3 B3 L16-18.pdf
scanned on 11'x17" or
larger
( 191250 Pz_E
Project Value contract Living Space 1391 $,zz.as
value or cost of ALL Garage 720 $48.30
materials and labor) per&•deck, patio 31 $17.58
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
$170,341.88
$34,778.00
$544.38
$205,882.22
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
Email not displaying correctly? View it in your browser.
Lower Level
2-
LDO-MORE SPACE
10'6'X lz•o•
Revised 08.172020
Thrive Home Builders is a registered trademark of NT Builders, LLC. Thrive Home
Builders rere the right to make changes i, price, color, mate..1s features, GM•NDWINNER
specifications, models, options and availability at any time without mice. Floor plans
and elevations are conceptual and should not be relied upon as a precire
representation of a completed hm.. Floor plans, elevations, dimensions, square EPA Indoor
f„sages and related iform.tm, are appr,bmate and subject t mange wh„t pr- aI rPLU.tS ZERO
notice. Field co,ditionsi,cludi,g dimensions and square foot.g. will vary. Drawings �4rim Ate'
Shown are not to scale. 02020 NT Builders, LLC. No reproductions or other ure of ••�•^�•�•�^
there plans may be made without express w.tte, consent of NT Builders, LLC.
7876 W 43rd Circle P2E
Main Level
PWDR
DINING I
6 13'0"X11'0'
oN �
LIVING
15r0"X12'4"
AIL
DECK
19'6" X 3'0”
ES KITCHEN
15'0" X I Too
Upper Level
BATH 2
BEDROOM 2
10'6'%10'6' iii
MECH
T
DN LAUNDRY
MASTER
BATH
MASTER
BEDROOM
14!4"X 11'6"
MASTER
CLOSET
Only production builder WestRidge Laurie Smith t Streez in the U.S. to win this 4249 Yarrow Community Sales ManagerInnovation in Housing Award Wheat Ridge, CO 80033 LSmith@ThriveHomeBuilders,com
7 years in a row! Thrive HomeBuilders,com 303.707.4448
Homes that do more.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT
Date: Monday, May 3, 2021 11:40:17 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
3 Plex 13-15 Blk 3 7855 7863 7867 W 43rd PI
PROPERTY INFORMATION
Property Address -
7867 W 43rd PI
Only enter one unit on
this application
Property Owner Name
THB Westridge LLC
Property Owner Phone
3037667772
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 J Vonfeldt
Plan Review
Contact Phone Number
3037667772
(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 IRC TH -w 2 car garage -End Unit, Accessible,P2E 1497
Work - Example: New sq ft total 460 sf garage, A/C, Fire Sprinkler
single family townhome
with 2 car garage -
1,525 sq ft total (Bldg
1, B -unit)
Square Footage of
New Construction
1757
Foundation Plans for
7867 W 43rd PI Foundation Plan -
STAMPED.odf
Specific Building
Elevations of Building
7867 W 43rd DI Arch -Site Specific.
15�Ddf
13-15.BLK 3 LOTS 13-
Site Plan showing Unit
7867 W 43rd PI B3J 13-15 Plot Plan
Ddf
Highlighted
Floor plan of Unit
7867 W 43rd PI P2 Floor Plan Ddf
Construction Plans
Soil Report F3 33 L13-15.pdf
scanned on 11'x17" or
larger
Project Value (contract
P2 -E
$213,000 Living Space 1391 $122.46
$170,341.68
value or cost of ALL
Garage
720 $46.30
$34,776.00
materials and labor)
pot&, deck, patio
31 $17.56
$544.36
$205,662.22
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Deia Vonfeldt
Permit
Email not displaying correctly? View it in your browser.
City of COMMER CIA LIMUL TI- FA MIL Y
�7�ThDEeatVELOPMENT dge BUILDING PERMIT APPLICATION REVIEW
COMMUNITY
Date: 5/14/2021
Location: 7867 W 43rd PI
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� 5/14/2021
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: 5/14/2021
Location of Construction: 7867 W 43rd PI
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: 5/14/2021 ADDRESS: 7867 W 43rd PI
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
Cit®f
opt
Wh6,atid e
COMMUNITY DEVELOPMENT
g
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be siMed by each sub -contractor.
This form will not be accepted with missing information.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
Subcontractor's insurance and license must be up to date prior to permit issuance.
7855,7863, 7867 W 43rd Pl
Project Address: Permit #:_
General Contractor: THB WeWdge LLC
Electrical Snub -Contractor `
Company Name. Phone #•
State License #: Master # 2 13-0
Wh6t Ridue 7lcense.#c.. (required field)
lure Of * "6w
orized Agent Da
IPlumbing Sub -Contractor
Company Name: C&T Plumbing Phone #: 303-978-1051
State License #:_O o o ? Z 9� Master #: O D � S
wheat Ridge.Ucense #: Q C.; o . (required field)
Signature of orized Agent Date
I Mechanical Contractor I
Company Name: "ee, l T Phone; 31)&7& r -/ a747
t� : (required field)
ture of Authorized Agent Date
City 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• 7863 7867 7866 w 43rd Place
General Contractor: TAP, P, W P S-Ff Ay 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
City of
W heat idge
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Electrical Subcontractor
This form must 19'x' -completed & signed by the ELECTRICAL SUBCONTRACTOR
f''- performing electrical work on site.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address. -
7855, 7863, 7867 W 43rd PI
General Contractor:
THB Westridge LLC
TED
Company Name:
Wheat Ridge Contractor License #: 0
State License #:E(.. 060710
Master License #: AAL QQaiiv
l0, �n ? -dOL II
Printec Name of Authorized Agent
l� ?a
Signatur of Authorized Agent
Contact Phone #: 303-430-141`i
(required field)
Sr- 7 -Pzv
Date
GOVERNING CODE
DATE:
2018 IRC
SEISMIC
CATEGORY= B
1 = 1.00
R=6.5
RISK = II
ULT. WIND SPEED (3 -SECOND GUST)
115 MPH
EXPOSURE C
ROOF LOADS
DEAD
20 PSF
SNOW
30 PSF
FLOOR LOADS
DEFLECTION LL=L/360
TL=L/240
DEAD
12 PSF
LIVE
40 PSF
DECK LOADS
DEAD
12 PSF
LIVE
60 PSF
MAX. SOIL BEARING PRESSURE
2000 PSF
EQUIVALENT FLUID PRESSURE
45 PCF
NOTE: THIS ENGINEERING DESIGN ASSUMES THE LOADS
AND CRITERIA LISTED ABOVE. CONTRACTOR SHALL REVIEW
THE LOADS & GEOTECHNICAL REPORT AND CONTACT YORK
ENGINEERING PRIOR TO CONSTRUCTION IF ANY
ADJUSTMENTS ARE REQUIRED. THE LOADS ABOVE ASSUME
NO RADIANT HEAT FLOORING. FOUNDATION DESIGN IS IN
ACCORDANCE WITH A.G. WASSENAAR, INC SUBSURFACE
INVESTIGATION FOUNDATION RECOMMENDATIONS, PROJECT
NUMBER 185529, DATED DECEMBER 6, 2018 REVISED MAY
27, 2020. DESIGN IS SUBJECT TO REVISION BASED ON
RESULTS OF OPEN HOLE OBSERVATION.
FOOTING, FOUNDATION AND CONCRETE
1. FOOTING DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE AS PER GEOTECHNICAL REPORT, SEE PLAN. IF A PROJECT SOILS REPORT HAS
BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR GRANULAR FILL COMPACTED TO 95% OF
MAXIMUM DENSITY. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL FOOTINGS TO BE PLACE AT MIN. BELOW LOCAL FROST
DEPTH, AND BE CONTINUOUS AND MONOLITHIC POUR.
2. CHANGES IN ELEV. SHALL BE STEPPED WITH STEP HEIGHT NOT HIGHER THAN 1/2 THE STEP LENGTH AND NOT GREATER THAN 5'. NOTIFY ENGINEER
IF GRADE DROPS OVER 8' IN 24' (GREATER THAN 1/3 SLOPE) SO THAT APPROPRIATE DESIGN CHANGES MAY BE MADE TO FOUNDATION AND FOOTINGS.
3. ALL FOOTINGS, FOUNDATIONS, AND INTERIOR SLABS SHALL BE NORMAL WT. CONCRETE WITH A COMPRESSIVE STRENGTH OF 2,500 PSI MIN. U.N.O. TO
MEET STRENGTH REQUIREMENTS (SEE CALCS., NO SPECIAL INSPECTIONS REQUIRED U.N.O., SEE PLAN) HOWEVER, PER IRC 402.2 USE 3000 PSI CONCRETE
FOR DURABILITY PURPOSES. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN .50 WITH A MINIMUM CEMENT CONTENT OF 504 LBS. PER CUBIC
YARD.
4. ALL CONIC. WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS REQUIRED BY ACI STANDARDS AND PRACTICES.
5. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARD 318. REINFORCEMENT SHALL BE FREE FROM MUD AND OIL
AND OTHER NON-METALLIC COATINGS THAT HAMPER BONDING CAPACITY.
6. OWNER\CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LISTED ON THE DRAWING. VERIFICATION OF ALL SITE CONDITIONS INCLUDING
SITE STABILITY IS THE RESPONSIBILITY OF OTHERS
7. ALLOW 14 DAYS FOR CONCRETE TO CURE PRIOR TO BACKFILL
B. STRUCTURAL CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 5% AIR ENTRAINMENT, MIN.
9. RUN FOOTINGS CONTINUOUS UNDER ALL DOOR OPENINGS, SEE PLAN.
10. SILL PLATE J -BOLTS SHALL BE A307 WITH 7" MIN. EMBEDMENT IN CONCRETE U.N.O., SEE PLAN.
11. TITEN HD BOLTS OR EPDXY THREADED RODS MAY BE USED AS SUBSTITUTION FOR SILL PLATE J -BOLTS AT SAME SIZE AND SPACING AS J -BOLTS.
USE 6" TITEN HD OR WEDGE ANCHOR WITH MIN 1" EDGE DISTANCE FOR SINGLE SILL PLATE AND 8" BOLTS FOR DBL PLATE.
12. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL ABOVE AND SHALL ATTACH TO FULL HEIGHT KING
STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. DIMENSIONS TO HOLDOWN LOCATIONS MUST BE FIELD
VERIFIED.
13. FOOTINGS TO BE CENTERED ON WALLS AND COLUMNS/POSTS U.N.O., SEE PLAN.
14. USE SIMPSON SET EPDXY FOR CONCRETE ANCHORS U.N.O., SEE PLAN. CONTINUOUS SPECIAL INSPECTIONS REQUIRED ON ALL EPDXY OPERATIONS
UNLESS WAIVED BY ENGINEER AND THE BUILDING OFFICIAL
15. LAP REBAR 48 BAR DIAMETERS U.N.O., SEE PLAN. EXTEND HORIZONTAL BARS IN WALL MIN. 12" AROUND CORNERS. REINFORCING IN SLABS ON
GRADE MAY BE LAPPED 24°. SPLICES IN BOTTOM STEEL IN CONCRETE BEAMS, FOUNDATION WALLS, AND CAST IN PLACE SUSPENDED SLABS SHALL BE
STAGGERED 48 BAR DIAMETERS. IF SPLICES ARE NOT STAGGERED, SPLICE BARS 72 BAR DIAMETERS
16. LINTELS IN CONCRETE WALLS MAY BE AS FOLLOWS U.N.O., SEE PLAN; FOR S -O' MAX SPAN, 8" DEEP WITH (2) #4 BOTT. BARS, FOR 6'-0" MAX
SPAN, 12° DEEP WITH (2) #4 BOTT. BARS.
17. PROVIDE (2) EDGE BARS ABOVE CONCRETE WALL OPENINGS AND (1) BAR EACH SIDE AND BELOW OPENINGS U.N.O., SEE PLAN. MATCH SIZE OF
EDGE BARS WITH TYPICAL WALL REINFORCING AND PLACE WITHIN 4" OF OPENING EDGE. EXTEND BARS 48 BAR DIAMETERS PAST EDGE OF OPENING OR
EXTEND AS FAR AS POSSIBLE AND PROVIDE 90' STANDARD HOOK AT END.
18. PROVIDE HORIZONTAL BAR WITHIN 3° OF TOP AND BOTT. OF WALL AND PROVIDE VERTICAL BAR AT ALL WALL CORNERS AND ENDS.
YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE
MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS
STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING,
MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE
DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE
AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS.
NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK
REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE
PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER
DESIGN.
NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO
GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE,
CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT
TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN.
F
NOTE: S131X30 BOLTS CI
POST -INSTALLED. BOLTS
CAST -IN-PLACE.
DIMENSIONS SHOWN RE
OF BOLT.
REV1510N5
DATE:
FOOTING SCHEDULE:
DESCRIPTION:
TYPE
WIDTH
LENGTH
THICK
REINFORCEMENT
F-15
16"
CONT.
8"
NOT REQUIRED
F-20
20"
CONT.
8"
(2) # 4 BARS CONT.
NOTE: FOOTING REINFORCEMENT IN THIS SCHEDULE AND NOTED ON PLANS IS BOTTOM REINFORCING U.N.O. AND
SHALL BE PLACED IN BOTTOM 1/2 OF FOOTING THICKNESS, WITH 3" CONCRETE CLEAR COVER, MIN.
YORK ENGINEERING INC. SPECIFICATIONS IS LIMITED TO THE STRUCTURAL DESIGN OF THE
MAIN SUPPORTING ELEMENTS OF THIS STRUCTURE. NO OTHER DISCIPLINES OF THIS
STRUCTURE INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, PLUMBING,
MECHANICAL WERE NOT REVIEWED FOR CODE COMPLIANCE OR COMPATIBILITY WITH THE
DESIGN. THE PURPOSE OF THIS ENGINEERING IS TO HELP REDUCE STRUCTURAL DAMAGE
AND LOSS OF LIFE DUE TO SEISMIC ACTIVITY AND/OR HIGH WIND CONDITIONS.
NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK
REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE
PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER
DESIGN.
NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO
GLOBAL STABUTY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE,
CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT
TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN.
F
NOTE: S131X30 BOLTS CI
POST -INSTALLED. BOLTS
CAST -IN-PLACE.
DIMENSIONS SHOWN RE
OF BOLT.
REV1510N5
DATE:
#
DESCRIPTION:
BY:
4/28/2021
01
ADDED GRADE BEAM FOR POWDER BATH
HD
5'-24„
O
-
F31_
,
O
NOTE: ALL CONTINUOUS FOOTINGS ARE 16" WIDE X
8" DEEP (F-16) UNLESS NOTED OTHERWISE
16,_4„ P-42 11„ W -10a" 6,_4„ 1' 42 11•, l,�la„ 16,_4„ 1'-101,
(o�ya• (o� (O -*-
°VO• ° � yO•
S
'b 3b
ND p�pJ� 13�� apo`' ND '�o �� ti��� ND u �Q1A
o
� yoGs cp�� 7
NOTE %"0 ALL -THREAD DRILLED &
EPDXIED 8" INTO FOUNDATION
ND ND ND ° ND -
0-*, 1 �9
e N � N
ti3�9 NON-STRUCTURAL SLAB ON GRADE J. �ry°9 NON-STRUCTURAL SLAB ON GRADE I` NON-STRUCTURAL SLAB ON GRADE
cq
0 -*-
O
ND 9
STEP I
T.O.W. 8"
5'-24„
O
-
F31_
,
STEP
T.O.W. 8"
4'-92 3,_0„
L 7
17
Y� F .
�99q#�° ND OO�IIN
(�OeT a ° CBi�• N N -STRUCTURAL SLAB ON GRADE
Q N a 9 °
it 0:' -STRUCTURAL SLAB ON GRADE e0 •<y LL ry 9� L Eq Q
.11
16"X8" GRADE
^m BEAM W/ (2) #4
BARS CONTINUOUS
�0
TBE ^o, O 11
1T BE a 4, 44 ND—
CENTER
Ll CONCRETE gyp' O.W.
HAUNCH (TYP)u O.W. 2„
O STEP
3,-6" X94 ° 16,-o-„
NOTE: ALL CONTI
OU
49.0
FOOTINGS ARE 16" WI X 8" 36'-02-'"
DEEP (F-16) UNLESS NOTED
OTHERWISE
P2 -E
LOT 15
7867 WEST 43RD
16"X8" GRADE
BEAM W/ (2) #4
BARS CONTINUOUS
0.*.
4.0.
11
ND ••�• ti3g°j ND
L -Z
12"
T.O.W.
1„ 16'4"
NOTE: %"4 ALL -THREAD DRILLED & �B O
EPDXIED 8" INTO FOUNDATION
56'-6"
P1 -I
LOT 14
7863 WEST 43RD
io
6n
co
16"X8" GRADE 0
BEAM W/ (2) #4
BARS CONTINUOUS
11" NON-STRUCTURAL SLAB ON GRADE
IND
> \\\1
9.
442ND 10,-18,
O
'O NOTE: SBiX30 BOLTS CANNOT BE
POST -INSTALLED. BOLTS MUST BE
CAST -IN-PLACE.
DIMENSIONS SHOWN ARE TO CENTER
OF BOLT.
z0' -5a"
P3 -E
LOT 13
7855 WEST 43RD
FOOTING/FOUNDATION PLAN
SCALE: 1/4" =1'-0"
00*
STEP
.O.W.12"
STEP
.0.W.12'
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SITE SPECIFIC PLOT PLAN NOTES:
LOT = 13
TOS = 23.8
GARAGE SLAB =22.1
LOWERED FINISH GRADE ALONG HOUSE
POUR 6" CURB ALONG SIDE OF DRIVE
TO PROVIDE POSITIVE DRAINAGE
LOT = 14
TOS = 23.8
GARAGE SLAB =21.9
LOT = 15
TOS = 23.1
GARAGE SLAB =21.7
REVISIONS:
10.09.20 - ADDRESSES CORRECTED - AL.
10.13.20 - REDLINES PER DAVID KENDALL -
AL.
10.21.20 - LABEL RAMPS AND ADA UNITS -
AL.
Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division
APPROVED
BY:
DATE: 5/10/2021
COMMENTS:
0 20 40
SCALE: 1"=20'
MODEL OPTIONS:
SUBDIVISION: YARROW GARDENS FILING NO. 4
COUNTY: JEFFERSON CITY: WHEATRIDGE
ADDRESS:
O
THB WestRidge LLC
PLOT PLAN
CURB
I eo
oe2.3
CONC:
DRIVE
o
®''DRIVE'"
„GONG e
CONC. o
DRIVE
20 w
21.9 165 c
22.1 20.0 e'
w0
T05=54228 p TOS -5422 80
15S " -}9'14
013
1,117 SOFTO
O
X825 SOFT O
O
1,558 S(
-CAR
- 1 -CAR
2 O
GARAGE O
o 2 -CAR
GARAGEto
4.e #7863
GARAGE
q
o #7867 Wm�3
w
M #7855
MR,
W
�a 20.011.9
20.0
YARROWGARDEvs(O
YARD—cPRDENS
P1 -I
'o F PRI 94 0v
FlFDDTP NT=,20 r�s=s 3.a�Z
IOS 423
2.3 ' .1�o
�, ,; �, !°
YARROW GARDENS
P3-E
- FooTPRINT=leo
TOS=5423.8
o r a
t2z N 3
s 123.12 >
5 23.24
Sal I
• 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. 09 26-19
T: T, j,,ts ARROWGARDENSP3\YARROWGARDENSP3. dug 10AlA02073697 AM, 8�,
LOT 1315
BLOCK 3
LOT ADDRESS
13 7855 WEST 43RD PLACE
14 7863 WEST 43RD PLACE
15 7867 WEST 43RD PLACE
Reviewed by the City of Wheat Ridge 1I,1i
Engineering Division =
NO EXCEPTIONS TAKEN
BY: Jordan Jefferies
DATE: 6/14/2021
COMMENTS: A grading certificatin with ILC or
updated CCP required prior to CO
W heat
O nj�
C m
J O
61G7�dfn9
LEGEND
LOWERED FINISH GRADE:
X® HOUSE
X57 -XI PORCH
® GARAGE/CRAWL SPACE
FX--Xl FOUNDATION STEP
@x' CONCRETE
RISER COUNT
CONCRETE ELEVATION
[xx.x] GRADING PLAN
ELEVATION
C sAX.xx DIENTERO C. CURB STOP
AT
(XX.xx) DIRT/CONC. ELEVATION AT
CENTER OF METER PIT
urveying, Inc.
vnmm.aea,s•..bLn nss
South Yosemite Street 1100 Centennial, CO 80112
: (303) 850-0559 Fax: (303) 850-0711
il: infoObisurvev.nef
okW heal
i
A.G. WASSENAAR, INC. � oc
Gmg U�N\j December 6, 2018
Revised May 27,, 2020
TH Yarrow, LLC
1875 Lawrence Street, Suite 900
Denver, Colorado 80202
Attention: Mr. Jay Garcia
Subject: Soil and Foundation Study
Proposed Residential Structure
Lots 13-15, Block 3
Yarrow Gardens, Filing 3
Wheat Ridge, Colorado
Project Number 185529
Purpose
As requested, A. G. Wassenaar, Inc. (AGW) performed a soil and foundation study at the subject
site. The purpose of our study was to observe subsurface conditions encountered and to recommend
geotechnical design criteria for the design and construction of the foundation for the proposed triplex
residential structure. For purposes of this study, we understand and assume the overexcavation
recommendations provided in our report, "Geotechnical Site Development Study for Proposed
Townhome Development, Yarrow Gardens, Northwest of West 42nd Avenue and Yarrow Street, Wheat
Ridge, Colorado", for the subject site,, AGW Project Number 181182,, dated May 11,, 2018,, have been
followed. Density -compaction test reports (AGW Project Number 181182) were considered during
the preparation of this study. The fill materials tested were placed in general accordance with the
requirements of HUD Data Sheet 79G. This letter presents a summary of our findings and
recommendations.
Proposed Construction
The proposed structure will be up to three stories supported upon a reinforced concrete foundation.
It is our understanding no below grade areas are planned. The structure will be wood framed with a
slab -on -grade or structural slab -on -void beneath the living areas. If plans change, the
recommendations in this report must be reviewed by AGW prior to design and construction of the
foundation.
Subsurface Conditions
The field exploration included drilling two 4 -inch diameter auger borings at the approximate diagonal
corners of the anticipated building footprint. The subsurface conditions encountered are shown on
Figures 1 and 2,, including the results of penetration tests at the locations of sampling.
Laboratory Testing
Samples obtained during drilling were returned to the laboratory. They were visually classified and
testing was assigned to selected samples in an effort to evaluate the engineering properties of the
subsurface materials encountered. The test results are summarized on Figures 1 and 2. Based upon
2180 South Ivanhoe Street,, Suite 5 • Denver, Colorado 80222
www.agwco.com 9 Phone 303-759-8100
of W head p.
U fico
visual observation of the subsurface con%io;4 encountered and laboratory testing for this and/or
adjacent lots, it is our opinion that the *4urWe`'materials generally exhibit low potential for
expansion and compression. Refer to the Colo ado Geological Survey Special Publication 43 for a
description of expansive soils and their impact on structure performance.
Foundation Recommendations
Based on our evaluation of the subsurface conditions, the proposed structure may be founded upon
spread or pad -type footings bearing on the natural undisturbed soils or on properly placed and
compacted fill. The footings should be designed for a maximum bearing pressure of 2,000 psf.
Footing dimensions and foundation structural elements should be determined by a structural
engineer. Concrete in contact with the subsurface materials may be designed for negligible (SO or
RSO) sulfate exposure as defined by either ACI 318 (Table 19.3.1.1) or ACI 332 (Table 5.2.1) as
determined from the appropriate building code for this jurisdiction. Bearing materials loosened by
machine excavation should be removed prior to placing footing concrete. Occasionally, pockets of
dry, hard fill or very moist, soft fill may be encountered in the foundation excavation. If this condition
occurs, the footings should extend to properly moisture treated fill. Exterior footings should bear at
least 3 feet below exterior grade for frost protection. The bearing materials beneath footings should
be protected from freezing during construction. All footing excavations should be observed by AGW
prior to placement of concrete.
The foundation walls backfilled with on-site materials should be designed for a lateral earth pressure
based upon an equivalent fluid density of 60 pounds per cubic foot (pcf) for the "at rest" condition
or 45 pcf for the "active" condition. The "active" condition should only be used where wall movements
of at least 0.5% of the wall height are allowed. These values have been provided without
considerations for sloping backfill, surcharge loading or hydrostatic pressures. Construction of a drain
system and proper surface drainage as discussed later in this report may lower the potential of
developing hydrostatic pressure in the backfill materials. Minor cracking of concrete foundation walls
should be expected.
Concrete Slab Construction
A concrete slab performance risk evaluation was conducted in general conformance with industry
guidelines for the local area. The risk assessment of a site for potential movement is not absolute;
rather, it represents a judgment based upon the data available and our experience in the area.
Movement of foundations and concrete flat work will occur with time in low to very high risk areas
as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3
inches across the slab with slab cracking of up to t/a-inch in width and/or differential are considered
normal. The damage generally increases as the risk assessment increases and as the depth of wetting
increases. It must be understood, however, that assessing risk is an opinion. There is currently no
type of testing or correlation of factors that will definitively predict the amount of heave that a floor
slab will exhibit. Therefore, it may be possible that heaves less than or in excess of what is considered
"normal' may be experienced.
For sites with a risk assessment of high or very high, we recommend an interior floor system
engineered for expansive soils be constructed. In addition, a structurally supported floor
AGW Project Number 185529
December 6, 2018; Revised May 27, 2020
TH Yarrow, LLC
Page 2
system is recommended for all finished areas or any other areas where floor movements
cannot be tolerated.
Based upon our evaluation of the subsurface conditions at this site, it is our opinion that the slab
performance risk for this site is low. If this risk of movement is not acceptable, structurally supported
interior floors should be constructed. A slab -on -grade floor can be used provided the risk of
movement and cracking is acceptable to the Client and the Homeowner. If the Homeowner cannot
tolerate slab movement, they should request that a structurally supported floor be installed.
If the Builder and/or Homeowner desires to construct a concrete slab -on -grade and accepts the risk
of slab movement, slabs supported by the expansive subsurface materials should be constructed
using the following criteria:
1. Slabs should be separated from exterior walls and interior bearing members with a
joint which allows free vertical movement of the slab.
2. The use of slab bearing partitions should be minimized. Where necessary, slab bearing
o \Nheat� partitions should be constructed with a minimum 2 -inch void space. Doorways should
`A � also be designed to allow vertical movement of the slab. Drywall should not be in
v co contact with the slab. Stairways bearing upon the slab should be constructed in such
a way as to allow at least 2 inches of slab heave. In the event of slab heave, the
O . o,' movement should not be transmitted directly through the partitions to the remainder
of the structure. The Homeowner should monitor the partition voids and other
connections and re-establish the voids before they close to less than 1/2 -inch.
3. Plumbing and utilities should be isolated from the slab and be provided with flexible
connections. The Homeowner must maintain these connections.
4. Where a forced air heating system is used and the furnace is located on the slab, we
recommend provision for a collapsible connection between the furnace and the duct
work to allow for at least 3 inches of slab heave. Utility connections should also be
provided with flexible connections capable of accommodating the same magnitude of
movement as specified above.
5. Frequent control joints should be provided in the slab to reduce problems associated
with shrinkage cracking and curling. We recommend additional control joints be
located approximately 3 feet away from and parallel to the foundation walls.
Following these recommendations should reduce damage caused by movement of the floor slab. The
void spaces recommended are not intended to predict total slab movement. Care should
be taken to monitor and reestablish partition voids and flexible connections when necessary. We are
available to provide further consultation regarding concrete slab performance risk assessments. If a
slab -on -grade is finished, cosmetic damage should be expected (i.e., drywall cracks, sticking doors,
floor tile cracking).
Fill Placement
Any fill placed beneath the foundation and slabs -on -grade should be well compacted. Prior to
placement of fill, the ground surface should be scarified a minimum of 6 inches or pipes in trenches
should be properly bedded. The new fill should be of similar soil type as the existing subgrade
material. New fill should be placed in maximum 8 -inch loose lifts. The scarified ground surface and
the new fill should be compacted to a minimum of 95% of Standard Proctor (ASTM D698) maximum
AGW Project Number 185529
December 6, 2018; Revised May 27, 2020
TH Yarrow, LLC
Page 3
dry density for cohesive soils or Modified Proctor (ASTM D1557) maximum dry density for granular
soils. The moisture content of the compacted material should be between optimum and 4% over
optimum moisture content for cohesive soils or within 2% of optimum moisture content for granular
soils. Density compaction testing must be performed upon any new fill placed beneath the foundation
of the structure. Backfill around the foundation should be moistened and compacted in such a manner
as to reduce future settlement.
Subsurface Drainage
It is our understanding that no below grade areas are planned for the proposed three -unit townhome.
Present ground water conditions, in our opinion, should not be a problem for the proposed structure.
We believe if the ground surface and roof drainage are properly cared for, no subsurface drainage
systems should be necessary unless below grade areas are planned.
Surface Drainage
The wetting of foundation soils and/or bedrock materials may be reduced by carefully planned and
maintained surface drainage. The following recommendations should be implemented during
construction and maintained by the Homeowner or Homeowners Association after the structure is
completed:
p��. Excessive wetting or drying of the open foundation excavation should be avoided as
v � much as practical during construction.
2. The ground surface surrounding the exterior of the foundation should be maintained in
such a manner as to provide for positive surface drainage away from the foundation. At
completion of construction, we recommend a minimum fall away from the foundation
of 6 inches in the first 5 feet. This slope should be continuous across the backfill zone.
3. Areas which settle should be filled as soon as possible in order to maintain positive
drainage away from the foundation.
4. If lawn edging is used around the exterior of the foundation, it should be constructed
in a manner to prevent ponding of surface water in the vicinity of the backfill soils.
5. Drainage swales should be constructed and maintained a minimum of 5 feet away from
the foundation on side yards and 15 feet away from the foundation on back and front
yards. Natural drainage swales should maintain a slope of at least 2% off of the lot.
Swales must not be blocked by fences, landscaping, paths or other Homeowner or
Homeowners Association installed items.
6. Roof downspouts and drains should discharge well beyond the limits of foundation
backfill.
7. Watering adjacent to the foundation should be reduced as much as practical.
Landscaping which requires excessive watering should not be located within 5 feet of
foundation walls. Sprinkler lines, zone control boxes, and drains should be located
outside the limits of the foundation backfill. Sprinkler heads should be positioned such
that the spray does not fall within 5 feet of foundation walls.
8. Plastic membranes should not be used to cover the ground surface immediately
surrounding the foundation. These membranes tend to trap moisture and prevent
normal evaporation from occurring. We recommend the use of a weed suppressant
geotextile fabric.
AGW Project Number 185529
December 6, 2018; Revised May 27, 2020
TH Yarrow, LLC
Page 4
Limitations
We believe the professional judgments expressed in this report are consistent with that degree of
skill and care ordinarily exercised by practicing design professionals performing similar design services
in the same locality, at the same time, at the same site and under the same or similar circumstances
and conditions. No other warranty, express or implied, is made. The location of the test borings
drilled and the laboratory testing performed for this study were designed to obtain a reasonably
accurate picture of subsurface conditions for design purposes. Variations in subsurface conditions not
indicated by the borings are possible and expected. Therefore, we should be retained to observe the
foundation excavation and construction. If unexpected subsurface conditions are observed by others
during construction, we should be called to review our recommendations.
This report was prepared for the exclusive use of our Client for the sole purpose of providing
geotechnical design criteria for the subject structure based upon the existing site conditions as
encountered. The conclusions and recommendations contained in this report shall not be considered
valid for use by Others without written authorization from AGW. In addition, the state of practice in
geotechnical engineering is constantly evolving. Therefore, findings presented in this report should
be reviewed and revised, if necessary, prior to actual construction.
The recommendations provided in this report are based upon the specified extents of the
overexcavation for the original building footprint. The future Homeowner or
Homeowners Association should not construct any additions to the structure utilizing the
recommendations given in this report. Additional studies must be provided if any
additions are to be constructed. If we can be of further service in discussing the contents of this
letter or in analysis of proposed structure from the soil and foundation viewpoint, please call our
office.
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Attachments: Figures 1 and 2
Sincerely,
o�p�C Ll cF,y
A. G. Wassenaar,A —- -
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Michael R. Conner, P.
Senior Engineers/ONA..
Digitally signetl by: Michael R Conner
Date: 2020.05.27 17:46:46 -07'00"
MRC/bab
AGW Project Number 185529 TH Yarrow, LLC
December 6, 2018; Revised May 27, 2020 Page 5
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A.G. WASSENAAR, INC.
CLIENT TH Yarrow LLC. ainnX1jo PROJECT NAME Yarrow Gardens, Filing 3
PROJECT NUMBER 185529-1 PROJECT LOCATION
Wheat Ridge, Colorado
DATE DRILLED May 15, 2019 GROUND WATER LEVELS:
DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING
Dry
NOTES Test boring drilled in the southeast corner 2' below proposed grade 6 DAY(S) AFTER DRILLING 13 feet
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A.G. WASSENAAR, INC.
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PROJECT NUMBER 185529-2 PROJECT LOCATION Wheat Ridge, Colorado
B3
DATE DRILLED May 15, 2019 GROUND WATER LEVELS:
DRILLING METHOD 4 -inch Solid Stem Auger AT TIME OF DRILLING Dry
NOTES Test boring drilled in the northwest corner 6 DAY(S) AFTER DRILLING 11.5 feet
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Reviewed for Zoning Compliance by the , ► .
City of Wheat Ridge Planning Division
APPROVED
BY:
DATE: 5/10/2021
COMMENTS: Complies with approved
master permits and site
plan WSP-20-03
No C.O. may be issued until public
improvements are complete as identified in the
Subdivision Improvement Agreement.
Reviewed by the City of Wheat Ridge
Engineering Division
APPROVED
Jordan Jefferies
BY:
DATE: 5/14/2021
COMMENTS: A grading certification with
ILC or updated CCP required prior to CO
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594 SF
UPPER LEVEL
540 SF
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96 SF
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43 SF
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1,273 SF
UNFINISHED
3-PLEX-A UPPER LEVEL BUILDING PLAN
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141 SF
SPACE
3-PLEX-A BUILDING ELEVATIONS
GARAGE
314 SF
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MAIN LEVEL
639 SF
UPPER LEVEL
671 SF
1,310 SF
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460 SF
ENTRY/DO
260 SF
MORE SPACE
DECK
31 SF
ENTRY ML
81 SF
832 SF
P3 -E
FINISHED
MAIN LEVEL
780 SF
UPPER LEVEL
732 SF
ENTRY LL
88 SF
POWDER
44 SF
1,644 SF
UNFINISHED
2 -CAR GARAGE
460 SF
DO -MORE
188 SF
SPACE
DECK
30 SF
AO
678 SF
YARROW GARDENS STACKED TOWNHOMES
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BLOCK 3, LOTS 13- 15
WHEAT RIDGE, COLORADO
THRIVE HOME BUILDERS
Homes that do more.
I N D E X O F D R A W I N G S
DRAWING INDEX
SHEET
NUMBER SHEET NAME
AO
DO -MORE COVER SHEET
G1
CODE ANALYSIS
G2
GENERAL NOTES
G3
ARCHITECTURAL SITE PLAN
A1.01
3-PLEX-A LOWER LEVEL BUILDING PLAN
A1.10
3-PLEX-A MAIN LEVEL BUILDING PLAN
A1.20
3-PLEX-A UPPER LEVEL BUILDING PLAN
A1.30
3-PLEX-A ROOF PLAN
A3.01
3-PLEX-A BUILDING ELEVATIONS
A3.02
3-PLEX-A BUILDING ELEVATIONS
B U I L D I N G A D D R E SS
BLOCK 3, LOTS 13-15
BUILDING TYPE 3A
LOT
ADDRESS
13
7855 WEST 43RD PLACE
14
7863 WEST 43RD PLACE
15
7867 WEST 43RD PLACE
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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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THRIVE HOME
CODE ANALYSIS
FIRE-RESISTANT CONSTRUCTION
40
GoddenjSudik
-R302.2 TOWNHOUSES:
PROJECT DIRECTORY
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.
ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER
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2018 INTERNATIONAL RESIDENTIAL CODE
GoddenlSudik Architects Baseline Engineering EV Studio
SET
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
2018 INTERNATIONAL MECHANICAL CODE
A MINIMUM CLASS C ROOF COVERING, AND THE ROOF DECKING OR SHEATHING IS OF NONCOMBUSTIBLE
Centennial, CO 80111 Golden, CO 80401 Denver, CO 80204
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
Gl
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
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 R302.1(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
D.
CA/ACCESSIBILITY
NOT 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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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
40
GoddenjSudik
ARCHITECTS
SEE WHAT COULD BE
303.455.4437
www.goddensudik.com
5975 S. Quebec Street
Suite 250
Centennial, CO 80111
E\Nheal
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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.
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 - FOR SINGLE FAMILY DETACHED ONLY.
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 - FOR SINGLE FAMILY DETACHED.
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
INSTRUCTIONS.
C CTIONS.
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 FIREBLOCKING/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 COLD CLIMATES. - AT SLAB ON GRADE
LOCATION INSIDE THE BUILDING.
THAT DO NOT HAVE ACCESS TO NATURAL VENTILATION.
2 3" MIN. VERTICAL VENT PIPE CONNECTED TO 3" MIN. UNDER SLAB BETWEEN VOID MATERIAL
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
AND RUN THROUGH HOUSE'S CONDITION SPACE AND ROOF & FLASH ALL PENETRATIONS.
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
INSTALL PER EPA'S GUIDANCE DOCUMENT FOR RADON OR PER BUILDER'S GUIDE TO COLD
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
CLIMATES. - AT STRUCTURAL SLAB ON VOID
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
3. INSTALL 6 -MIL MIN. POLYETHYLENE VAPOR BARRIER OR EQUAL ON TOP OF 4" MIN. GRAVEL
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
BED PRIOR CASTING THE SLAB. LAP BARRIER 12" MIN. &FIT CLOSELY AROUND ANY PIPE
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
PE
OR OTHER PENETRATIONS.
4. SEAL ALL PENETRATIONS IN SLAB WITH POLYURETHANE CAULK OR EQUIVALENT SEALANT PER
PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS.
LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN
MFR'S SPECS.
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
5. PROVIDE ELECTRICAL POWER IN THE ATTIC WITHIN & OF THE RADON VENT PIPE. RADON FAN
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) THE
SPECIFIED:
HANDRAIL GRIP SIZE IS REQUIRED TO COMPLY WITH IRC.
PER SPECIFICATIONS & INSTALLED PER MFR'S SPECIFICATIONS.
12.1. CLASS III: LATEX OR ENAMEL PAINT, PER IRC
26. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE
INSULATION SCHEDULE
13. ALL CRAWLSPACES, IF APPLICABLE, ARE CONDITIONED.
FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES
FOUNDATION WALL - UNFINISHED ................................................ R-5 MIN. RIGID FOAM AT
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
EXTERIOR FACE
"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
2x4 STUD WALL............................................................................... R-13 MIN. PER
CERTIFICATE OF OCCUPANCY.
OF THE TREADS. (IRC)
BUILDER SPECS
27. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNS SPACED
2X6 STUD WALL............................................................................... R-20 MIN. PER
AIR SEALING NOTES
SUCH THAT A 4" SPHERE CANNOT PASS THROUGH (IRC)
BUILDER SPECS
1 . DRYWALL GASKET SYSTEM PER BUILDER SPEC AT ALL TOP PLATES ADJOINING AN ATTIC SPACE
28. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION, AN ATTIC ACCESS
ATTIC............................................................................................... R-50 MIN. PER
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
BUILDER SPECS
JUNCTIONS AT TOP PLATE, BOTTOM PLATE AND CORNERS.
VERTICAL HEIGHT OF 30" OR GREATER. THE ROUGH -FRAMED OPENING SHALL NOT BE LESS
CANTILEVERED FLOORS................................................................... BLOW FULL W/
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
INSULATION 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
RIM JOISTS....................................................................................... 2" CLOSED CELL
3. ALL WINDOW & DOOR FRAMES WIILL BE SEALED WITH A CONTINUOUS BEAD OF
REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. (IRC)
SPRAY FOAM W/ R-19 BATT
NON -EXPANDING FOAM (DOW GREAT STUFF OR EQUIVALENT).
29. PROVIDE WALL AND ROOF FLASHING AT LOCATIONS PER MANUFACTURER'S SPECIFICS, IRC
GARAGE CEILING (OPTIONAL).......................................................... R-36 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
2x4 GARAGE WALL (OPTIONAL)........................................................ R-13 MIN. PER BUILDER
QUESTIONS OR CONFLICTS.
SPECS
30. OPENINGS AT ELECTRICAL BOXES AND OTHER SIMILAR BOXES EMPLOYING A FLUSH TYPE
2x6 GARAGE WALL (OPTIONAL)........................................................ R-20 MIN. PER BUILDER
COVER OR FACEPLATE SHALL BE MADE SO THAT THERE ARE NO GAPS GREATER THAN 1/81,
SPECS
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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5975 S. Quebec Street
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Centennial, CO 80111
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03:
ofO
of
w
W
VJ
O
,moo°
S3 RiVA ' W O 11
DnNDAV aNZb 1SDM
N
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 2018 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
YI-I
89 (TOTAL)
43
43
VISITABLE
DWELLING UNIT
43
1 43
N
1 HOUR TESTED
www.goddensudik.com
TOTAL
43
- 43
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263 OR IBC SECTION
0 FEET
Y2-1
703.3 EXPOSURE
U �
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v
I LU L O
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OeN rW
Z V
N
®
LU
wCOw
BLDG
3 FEET
TYPE 6C - ELEV 2
NOT ALLOWED
Of
U)a
PROJECTIONS
1 HOUR
UNDERSIDE
BLOCK 5, LOTS 19-24
0 HOURS
3 FEET
NOT ALLOWED
< 3 FEET
OPENINGS IN
c�O
3 FEET
WALLS
c� Y2-1
NOT ALLOWED
Q 0�
OILK}
UNLIMITED
(0 HRS)
3 FEET
o YI-I
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I
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SITE PLAN
,moo°
S3 RiVA ' W O 11
DnNDAV aNZb 1SDM
N
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 2018 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)
43
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
www.goddensudik.com
TOTAL
43
- 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 - DWELLINGS
WITH FIRE SPRINKLERS
EXTERIOR
MINIMUM FIRE
MINIMUM FIRE
ELEMENT
RESISTANCE
SEPARATION
RATING
DISTANCE
SEE WHAT COULD BE
1 HOUR TESTED
www.goddensudik.com
5975 S. Quebec Street
ASTM E 119 OR UL
Centennial, CO 80111
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263 OR IBC SECTION
0 FEET
WALLS
703.3 EXPOSURE
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OeN rW
Z V
OUTSIDE
0 HOURS
3 FEET
ISSUE DATE 10/22/2020
NOT ALLOWED
< 2 FEET
PROJECTIONS
1 HOUR
UNDERSIDE
2 FEET
0 HOURS
3 FEET
NOT ALLOWED
< 3 FEET
OPENINGS IN
UNLIMITED
(0 HRS)
3 FEET
WALLS
NOT ALLOWED
< 3 FEET
PENETRATIONS
UNLIMITED
(0 HRS)
3 FEET
FIRE RATED EAVES/WALLS =
PROPERTY LINES =
n
0
0
w
0
.T
0
U
thrive
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
ENlheat
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O
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oe
CONSTRUCTION
SET
ISSUE DATE 10/22/2020
ARCHITECTURAL
SITE PLAN
G3
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 13-15
GENERIC
PLOT PLAN ISSUE DATE: 06/23/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 2:10/13/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 22.1
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
ENlheat
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ci
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 13-15
GENERIC
PLOT PLAN ISSUE DATE: 06/23/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 2:10/13/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 22.1
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
ENlheat
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oilRDLEVEL
/4 -1-0
P2 -E
LOT 15
*SPRINKLERED*
P1-1
LOT 14
*SPRINKLERED*
P3 -E
LOT 13
ROOF -SOFFIT SYSTEMS
No
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
20'-0" 16-6"
20'-0"
BLOCK 3, LOTS 13-15
GENERIC
19'-10" 16-2" 2"
2" 19'-10"
(REVISION 2:10/13/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 22.1
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
OE
DWELLING LINE SEPARATION
WALL SHALL BE CONTINUOUS
FROM FOUNDATION TO THE
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• GARAGE SLAB = 21.9
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
hG
JOINTS.
UNDERSIDE OF THE ROOF
SHEATHING, TYP., PER IRC
-----a 2018 R302.2.1 CONTINUITY
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
BLOCK 3,
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
IL IIII
,-
APPROPRIATE ROOF COVERING.
II u
W/D
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
13
TRUSSES.
,-
APPROX. CEILING
15
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
---
`7
00 I
O
O
J 0
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II
I
--Cfl
�0111
3-PLEX-A UPPER
LEVEL BUILDING
PLAN
A1.20
MENEM—
III
0111
OI
1 -------
---------
-------
-------
------- O III Cfl
FJIL-
c
- ---------
Fr
00
F
o
T
oilRDLEVEL
/4 -1-0
P2 -E
LOT 15
*SPRINKLERED*
P1-1
LOT 14
*SPRINKLERED*
P3 -E
LOT 13
ROOF -SOFFIT SYSTEMS
No
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
BLOCK 3, LOTS 13-15
GENERIC
PLOT PLAN ISSUE DATE: 06/23/2020
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
(REVISION 2:10/13/2020)
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
• GARAGE SLAB = 22.1
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8" TYPE W OR S
OE
DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
• GARAGE SLAB = 21.9
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
V)V)W
V, o
z o
wO U
o = w
Oe z (D
JOINTS.
ry
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
BLOCK 3,
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 10/22/2020
APPROPRIATE ROOF COVERING.
LOT
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
13
TRUSSES.
14
APPROX. CEILING
15
WEIGHT:
5 PSF
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
TYPE - O
AREA SEPARATION WALLS
GA FILE NO. ASW
1004
PROPRIETARY*
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.
*PROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
DENSHIELD SHAFTLINER 1" SILENT GUARD
GYPSUM LINER
BOARD
2 HOUR FIRE
60 TO 64
STC
SOUND
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
TYPE -O
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)
nu
0
w
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PLOT PLAN NOTES
Homes that do more.
BLOCK 3, LOTS 13-15
B U I L D E R S
PLOT PLAN ISSUE DATE: 06/23/2020
(REVISION 2:10/13/2020)
LOT 13
SEE WHAT COULD BE
• TOS = 23.8
• GARAGE SLAB = 22.1
LOWER FINISHED GRADE ALONG HOUSE
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINING
OE
LOT 14
• TOS = 23.8
• GARAGE SLAB = 21.9
LOT 15
V)V)W
V, o
z o
wO U
o = w
Oe z (D
• TOS = 23.1
ry
• GARAGE SLAB = 21.7
BLOCK 3,
LOTS 13-15
ISSUE DATE 10/22/2020
BUILDING TYPE 3A
LOT
ADDRESS
13
7855 WEST 43RD PLACE
14
7863 WEST 43RD PLACE
15
7867 WEST 43RD PLACE
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.
*PROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY 1" SHAFT LINER
DENSHIELD SHAFTLINER 1" SILENT GUARD
GYPSUM LINER
BOARD
2 HOUR FIRE
60 TO 64
STC
SOUND
THICKNESS:
APPROX. WEIGHT:
FIRE TEST:
SOUND TEST:
TYPE -O
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)
nu
0
w
0
.Q
0
.o,
thrive
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
OE
O
q
LU
U O
Q o
V)V)W
V, o
z o
wO U
o = w
Oe z (D
Q C)
(D O
3� <
w
O
oe -3:
ry
Q
CONSTRUCTION
SET
ISSUE DATE 10/22/2020
3-PLEX-A UPPER
LEVEL BUILDING
PLAN
A1.20
BLOCK 3, LOTS 13-15
BUILDING TYPE 3A
LOT
ADDRESS
13
7855 WEST 43RD PLACE
14
7863 WEST 43RD PLACE
15
7867 WEST 43RD PLACE
cc• c..
PLOT PLAN NOTES
BLOCK 3, LOTS 13-15
PLOT PLAN ISSUE DATE: 06/23/2020
(REVISION 2:10/13/2020)
LOT 13
• TOS = 23.8
• GARAGE SLAB = 22.1
LOWER FINISHED GRADE ALONG HOUSE
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINING
LOT 14
• TOS = 23.8
• GARAGE SLAB = 21.9
LOT 15
• TOS = 23.1
• GARAGE SLAB = 21.7
ROOF VENTING CALCULATIONS
P1-1
TOTAL ROOF AREA = 660 SQ. FT. = 95,040 INz
REQUIRED VENTILATION:
X/300 = 316 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 3 VENTS @ 51 INz = 153 INz (48%)
AT EAVE: 17 LINEAR FEET @ 10 INz = 170 INz
TOTAL PROVIDED: 323 INz
P2 -E
TOTAL ROOF AREA = 819 SQ. FT. = 117,936 1 N
REQUIRED VENTILATION:
X/300 = 393 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
P3 -E
TOTAL ROOF AREA = 882 SQ. FT. = 127,008 1 N
REQUIRED VENTILATION:
X/300 = 423 INz NET FREE AREA
VENTILATION PROVIDED:
AT ROOF: 4 VENTS @ 51 INz = 204 INz (48%)
AT EAVE: 25 LINEAR FEET @ 10 INz = 250 INz
TOTAL PROVIDED: 454 INz
P2 -E
LOT 15
*SPRINKLERED*
ROOF PLA
1/4" = 11-011
P1-1
LOT 14
*SPRINKLERED*
P3 -E
LOT 13
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
4-0" 4-0" 4-0" 4-0"
2602
THRIVE HOME
GENERIC
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
GoddenjSudik
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
o =
FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER
Suite 250
----------------------------------------
— -- — — —
-------------- --------
LINE OF STUD
— -- -- --
-------------------------------------- —
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
I LINE OF SOFFIT
VENTS RE: ROOF
JOINTS.
BELOW
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
I
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
CALCS, TYP.
APPROPRIATE ROOF COVERING.
CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR
TRUSSES.
I
APPROX. CEILING
WEIGHT:
04/ I
FIRE TEST:
FM FC 172, 2-25-72;
ITS, 8-6-98
I ch ?
I
t
DWELLING UNIT
M
SEPARATION WALL SHALL _OH'
PLAN
A1,30
BE CONTINUOUS FROM THE
FOUNDATION TO THE
UNDERSIDE OF THE ROOF
SHEATHING, TYP., PER IRC r
(0
2018 R302.2.1- CONTINUITY
O.H.
ROOF VENTS, RE: ROOF CALCS I j
ASPHALT SHINGLES
COORDINATE LOCATION WITH
PLACEMENT OF SOLAR PANELS, TYP.
RIDGE
I
I
b
b)
c�
04/RIDGE
III
I M1
M
I
1' 0" E
II
O.H. I r—
El E
10'-0"
---------- ---------- —
N
N O
--------
II
--------------------------------J
O 2
a .
iv O
i
P2 -E
LOT 15
*SPRINKLERED*
ROOF PLA
1/4" = 11-011
P1-1
LOT 14
*SPRINKLERED*
P3 -E
LOT 13
ROOF -SOFFIT SYSTEMS
GA FILE NO. RC WOOD TRUSSES, GYPSUM WALLBOARD
1 HOUR FIRE
2602
THRIVE HOME
GENERIC
1875 LAWRENCE
STREET
SUITE 900
DENVER, COLORADO
80202
PHONE: 303.707.4400
FAX: 303.348.1384
WWW.THRIVEHOMEBUI LDERS.COM
BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT --
GoddenjSudik
ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 1/4" TYPE W OR S
SEE WHAT COULD BE
DRYWALL SCREWS AT 24" O.C.
www.goddensudik.com
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
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DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES
AND 1 1/2" TYPE G DRYWALL SCREWS AT 12" O.C. PLACED 2" BACK ON
EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER -_-_
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JOINTS.
WOOD TRUSSES SUPPORTING 1/2" WOOD STRUCTURAL PANELS
CONSTRUCTION
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8D NAILS.
ISSUE DATE 10/22/2020
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 - O
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
WHICHPROPERTY LINE
FOR PENETRATIONSOF 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.
AREA 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.
eszz•».�:�_�1►r_����ayzsE:�1:z.�yx.>tr�•�►rzisr��
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.
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 -O
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
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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'OWDER COATED
3 LAC K
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DECK, TYP.
METAL AWNING.
'OWDER COATED
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4DHERED MASONRY
1X6 OVER 1X10
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4" TRIM AT DOORS
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TIE BACKS FOR DECK
6" COMPOSITE LAP
SIDING
1X8 TRIM BOARD
8" EXPOSURE VERTICAL
COMPOSITE PANEL SIDING
DRAIN THROUGH,
COMPOSITE WOOD
DECK, TYP.
LIGHT FIXTURE,
RE: ELECTRICAL
ADDRESS PLAQUE,
TYP. FONT AS ART
DECO OR SIMILAR
� FRONT ELEVATION
P2 -E
LOT 15
*SPRINKLERED*
0
PRIVACY DOOR
BLOCK 3, LOTS 13-15
BUILDING TYPE 3A
LOT
ADDRESS
13
7855 WEST 43RD PLACE
14
7863 WEST 43RD PLACE
15
7867 WEST 43RD PLACE
ri +
1'-2" HEEL.
2'-0" O.H.
PLOT PLAN NOTES
BLOCK 3, LOTS 13-15
PLOT PLAN ISSUE DATE: 06/23/2020
(REVISION 2:10/13/2020)
LOT 13
• TOS = 23.8
• GARAGE SLAB = 22.1
LOWER FINISHED GRADE ALONG HOUSE
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINING
LOT 14
• TOS = 23.8
• GARAGE SLAB = 21.9
LOT 15
• TOS = 23.1
• GARAGE SLAB = 21.7
n
1'-10" HEEL.
2'-0" O.H.
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: 8'-0"
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BUILDERS
Homes that do more.
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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
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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ELEVATIONS
A3.01
1X6 OVER
FA
ASPHALT SHIP
ROO
GUTTERS
DOWNSPOUTS,
PAINT TO ME
ADJACENT MATEF
1X10 COF
TRIM BC
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1ST PLATE
ADHERED MASC
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,, RIGHT ELEVATION
1/4" = 1'-0"
1X6 OVER 1X10
FASCIA
ASPHALT SHINGLE
ROOFING
GUTTERS AND
DOWNSPOUTS, TYP.
PAINT TO MATCH
ADJACENT MATERIALS
3RD PLATE
3RD LEVEL
2ND PLATE
2ND LEVEL
1ST PLATE
1STLEVEL
METAL AWNING.
POWDER COATED
BLACK
DRAIN THROUGH,
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DECK, TYP.
OVERHEAD
GARAGE DOOR
XTENDED WINDOW TRIM
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YP @ END ELEVATIONS
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kND WINDOWS
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;OMPOSITE PANEL SIDING
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1'-2" HEEL.
2'-0" O.H.
BLOCK 3, LOTS 13-15
BUILDING TYPE 3A
LOT
ADDRESS
13
7855 WEST 43RD PLACE
14
7863 WEST 43RD PLACE
15
7867 WEST 43RD PLACE
PLOT PLAN NOTES
BLOCK 3, LOTS 13-15
PLOT PLAN ISSUE DATE: 06/23/2020
(REVISION 2: 10/13/2020)
LOT 13
• TOS = 23.8
• GARAGE SLAB = 22.1
LOWER FINISHED GRADE ALONG HOUSE
POUR 6" CURB ALONG SIDE OF DRIVE TO PROVIDE POSITIVE
DRAINING
LOT 14
• TOS = 23.8
• GARAGE SLAB = 21.9
LOT 15
• TOS = 23.1
• GARAGE SLAB = 21.7
J
II II II lE
0
P3 -E
LOT 13
REAR ELEVATION
1/4" = 1'-0"
JULIET BALCONY JP1-1
LOT 14
*SPRINKLERED*
M
1'-10" HEEL.
2'-0" O.H.
1X8 TRIMOARD P2 -E
BETWEE UNITS LOT 15
*SPRINKLERED*
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: 8'-0"
6" COMPOSITE LAP
SIDING
1X8 CORNER
TRIM BOARD
1X8 TRIM BOARD
8" EXPOSURE VERTICAL
COMPOSITE PANEL SIDING
P2
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thrive
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
ENlheat
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ISSUE DATE 10/22/2020
3-PLEX-A
BUILDING
ELEVATIONS
A3.02
City of Wheat Ridge
Residential Fire Sprinkler PERMIT - 202000301
PERMIT NO: 202000301
ISSUED:
02/11/2020
JOB ADDRESS: 7867 W 43rd P1
EXPIRES:
02/10/2021
JOB DESCRIPTION: Install new NFPA 13D fire sprinkler
system
*** CONTACTS ***
OWNER (303)431-9450 THD WESTRIDGE LLC
SUB (303)389-9910 DWON LEWIS 060106 EXTREME
FIRE PROTECTION CO.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK
BLOCK/LOT#:
0 /
*** FEE SUMMARY *** ESTIMATED PROJECT
VALUATION:
3,750.00
FEES
Total Valuation 0.00
Use Tax 78.75
Permit Fee 109.20
** TOTAL ** 187.95
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must
comply with
2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work
is subject to field inspections.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am 1 thorized to include all entities named within this document as parties to the work to be
performed at all work to b r ormed is isclosed in this document and/or its' accompanying approved plans and specifications.
/-- Zc) .c,)
Signature of OWNER or OR (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 originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The Jssuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable coc�r any ordinance.or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
AlPlAw—
Je/` Tat K ge
= COMMUNITY DEVELOPMENT
Building & Inspection Services
7500 W. 291 Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits@ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit
lJ
Plan Review Fee:
Building Permit Application
*** Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Addr s: a L
p es 8(n � �
Property Owner (please print):
7'/-/j6 V e
f%a . E
Phone: 17445Z
- -7cq-= eles-
Property Owner Email: !f'
2 4t C a CA_
� � VC
/-4�,ic be,.J L bC,0,S'
C0 &4�,
Tenant Name (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address: �`%�jL•f �3'i �k`�� ��%
City, State, Zip: ��.,� Q,2 , 6-71> 66 6,0 Z,
Architect/Engineer: 6,4t 'lo/e,ti d i k—
ArchItect/Engineer E-mail:
Phone: 575--e1437
Contractor Name: �27 i cTJ�i-�
City of Wheat Ridge License M d (O Phone:
Contractor E-mail Address: 5 H Iq C3 �_ -'' 6e Lc, - alLe_- e ® -YVL
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): _Phone: _0_-Z7
CONTACT EMAIL(please print): -re-& VAr- C-D/+ti
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields, if applicable.
❑COMMERCIAL
[E tESIDENTIAL
Provide description of work: For ALL projects, provide a detailed description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.
Sq. FULF
BTUs
e p,3 r p ff �. iGi 5P44 n
Gallons
Amps Squares For Solar: Kw # of Panels Requires structural
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1; the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACT ) or (AUTHO ED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE-/— 2c(' ZoZC�>
i
Printed Name: C
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer.
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
CONSTRUCTION TYPE:
Building Division Valuation:
i