HomeMy WebLinkAbout3870 Tabor CourtPERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Roofing PERMIT - 201701064
201701064
3870 Tabor CT
Remove existing roof
squares
ISSUED: 05/31/2017
EXPIRES: 05/31/2018
to deck and replace shingles with OC storm - 40
*** CONTACTS ***
OWNER (303)420-1325 DEZZUTTI JOHN
SUB (303)898-7884 Larry Lawler 140003 Clear Creek Limited LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00
FEES
Total Valuation 0.00
Use Tax 252.00
Permit Fee 236.00
** TOTAL ** 488.00
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding Ash -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera4ErMs installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
TALA)",r
X I V ro i
1 INSPECTION RECORD
,�
_Se4' S INSPECTION REQUEST LINE: (303) 234-5933
Inspections will not be performed unless this card is posted on the project site.
Occupancy/Type
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Concrete Prior 10 Approval UT I ne ADove inspections
Foundation Inspections Date Inspector Comments
Initials
I
Pier
-
Sewer Service
Concrete Encased Ground (CEG)
Plumbing
Rough Electric "
Foundation / P.E. Letter
Rough Plumbing/Gas Line
Do Not Pour
Concrete Prior 10 Approval UT I ne ADove inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
-
Sewer Service
v
Plumbing
Rough Electric "
nr% Nnt C.nvpr lilndprnround or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date Inspector
Initials
Comments
Wall Sheathing
-
Mid -Roof
Lath / Wall Tie
v
Rough Electric "
Rough Plumbing/Gas Line
Rcugh Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
l� ryj
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
`For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
"For Inspection Time Window - Please email insptimerequeSt@CI.Wheatridge.Co.US by 8:00 A.M. the morning of the
inspection with the property address in the subject line of the email. Time window is based on the inspector's route.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
i CITY OF WHEAT RIDGE
_1�9�Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: A % U
Job Address: 3,970 la a/' GT
Permit Number: X2/201061
❑ No one available for inspection: T'me
r
Re -Inspection required: Yes N
When corrections have been made, call for re, -)n
I 'r4
Date: �' %3�/ Inspector::f
City of Wheat Ridge
Residential Roofing PERMIT - 201701064
PERMIT NO: 201701.064 ISSUED: 05/31/2017
JOB ADDRESS: 3870 Tabor CT EXPIRES: 05/31/2018
JOB DESCRIPTION: Remove existing roof to deck and replace shingles with OC storm - 40
squares
*** CONTACTS ***
OWNER (303)420-1325 DEZZUTTI JOHN
SUB (303)898-7884 Larry Lawler 140003 Clear Creek Limited LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00
FEES
Total Valuation 0.00
Use Tax 252.00
Permit Fee 236.00
** TOTAL ** 488.00
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding A/2-inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufactureriems installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type -roof coverings, a letter of inspection and approval from the
manufacturerg#39;s technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Roofing PERMIT - 201701064
201701064 ISSUED: 05/31/2017
3870 Tabor CT EXPIRES: 05/31/2018
Remove existing roof to deck and replace shingles with OC storm - 40
squares
I, by my signature, do hereb attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building code n Il applicable municippal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of e prope and am a horized to obtain this permit and perform the work described and approved in conjunction with
this errmt. I furthe attest that am legally thorized to include all entities named within this document as parties to the work to be
performed and t all be perform is disclosed in this document and/or its' accorpanyii�g approved plans and specifications.
Signature 11 ER/or QNTRA OR (Circle one) Date f
1, This p unit was i ued se on th information provided in the permit application and accompanying plans and specifications and is
subjec to the c iplian e w th th e documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This, pkpit all exp' 365 after the date of issuance regardless of activity. Requests for extension must be made in writing and
receive jor to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3, If this permit expires, a new pennit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Da e
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
Whea--i e-
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(a)ci.wheatridge.co.us
I FOR OFFICE USE ONLY I
Date:
Plan/Permit # 6 Ul bW
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 364o /�-�a it- (14-.,
Property Owner (please print): Z2, u14;Phone: _1)'? -- q'D6 -- /,gS-
Property Owner Emai
Mailing Address: (if different than property address)
Address: 3 $-To %I Licit-
State, Zip: (Al
Architect/Engineer E-mail:
10
Phone:
Contractor:
Contractors City License #: Phone:
Contractor E-mail Address: (f /f
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
;"Ik't rPSHQ./ - ca
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL 1K RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
r �
V4ltC -P I'S�t itk� •� ��-c c� /�'�%a e, e
c
w (4
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
/,;4, Do
OWNEWCONTRACTOR 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 o the property to perform the described work and am also authorized by the legal owner of any
entity included on this application t -that enti on this application.
CIRCLE ONE: (OWNER) CbNTRACT ) or (AUTHORIZED )!TESENT,4, VE) of (OWNER) (CONTRACTOR)
PRINT NAIVE: SIGNA7
DEP
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ® Not Required
ONLY
DATE: 40 / I
OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
SPRINKLERED:
OCCUPANTLOAD:
Building Division Valuation: $
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: dl
Job Address: 131PO 14630 C -f
Permit Number: z0no I 06q
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes 0
When corrections have been made, call for re -inspection at 3037g34-5933
Date: Inspector:
DO NOT REMOVE THIS N TICE
City of Wheat Ridge Municipal Building 7500 W. 29"� Ave. Wheat Ridge, CO 80033-8001 P: 303.2351855 F: 303.2378929
Owner/Occupant
3870 Tabor Ct.
RE: Previously permitted project plans available for retrieval — Permit ##201400666 (New Single Family)
wam��
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Bung Division and plans and/or other documents were required was recently completed and approved. In
accordance with the Buildin2 Division's document
are scheduled for disposal. I
We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their
disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15
working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division
offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or
documents available for retrieval CANN& bi giiii!1, iid jif "TiW"
m., monaa
at the Building Division offices located at 7500 W. 2 'h Avenue in Wheat Ridge.
Emm
Melissa Mackey
Senior Permit Technician
7500 W2ti Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2853
Fax. 303-234-2857
www.cLwheaUJdge.co.us
11:59 P.M.
City of
=I -- Dun-
This agreement made this 8 th day of December, 2014, by and between the City of
Wheat Rid and Standard Pa
dollars ($2000.00) being held by the City of Wheat Ridge until front yard landscaping
is competed at
In the event that right-of-way paving is not installed by June 1, 2015, the City of Wheat
Ridge or its designee shall have the right to enter upon said property to construct and/or
install such improvements or do other such work to accomplish that purpose as may be
necessary, provided that the City of Wheat Ridge shall first give notice in writing to the
property owner of its intent to do so.
Print Name
Business Address / Phone
Date Title
MM"I Maur
By:
Title: <
Date: -4
Em
By;
"Tile:
Date;:
City of Wheat Ridge
Memorandum
TO: Accounting Department
FROM: Melissa Mackey, Building Division
DATE: August 141 1M
Reason: Please refund half the plan review fee to Permit #20140066• , for 3870
Tabor Court.
Please refund Contractors License$ (
NM
TO: Standard Pacific Homes
7800 E. Dorado PI., Suite #220
Greenwood Village, CO 80111
a A a •
1177 WIMMI
City of
A�C j%4 _"j
COIMKA UNrry DEVELOPMENT
Building z Inspe S erv i ces D ivision
00 W 29 1h Ave Wheat Ridg C O 800
Office: i # •
Ins pecti on t
FOR OFFICE USE ONLY
Dater
Plan Review Fee • t
I ff j ; 1 1
3870 Tabor Court Block 1, Lot 2
t l ease pr Standard Pacific Homes
Contractor= Same as Above
PREM.
Complete all information on BOTH sides of this form
.a•
Plan 5061
Expanded basement Wforms, basement bath rough -in, Gas line to Range /Coo top, Covered Patio, Study ##1 11_0 Bed3 /Bath3,
Fireplace, A/C
Sq. FUL.F Stu's Gallons
:gimps Squares Other
Iwo M , M111111EMMIMMI
Address: 3'
ci Doud Subdivision, Filing 2, Lot
/0
Applicable survey conditions:
-�D (survey at foundation)
t-N (survey prior to CO, ff'within 2 feet of setback)
DOUDI (landscaping)
IOU (setbacks)
Lot Size: 3 1 _ sq. ft.
-L-�
Maximurn Building Coverage (40%): sq. ft.
Total Proposed Building Coverage sq. ft.
Front
Interior Side
treettopm
Perimeter Rear
Is the structure within 2 feet oft ni u setbacks? _5 (If yes. add surveying condition FND.)
I UUMMIN I'll, I I :
MOMMIMMISM
City o
j I C WORKS
Comme
cal
t
(Required of all projects for document processing)
Comajercial[Multi-Family Review Fees.
TOTAL REVIEW FEES (due at titne of Building Pennit issuance):
.�► r ,
PLEASE NOTE THAT IN ADDITIONTo T14E ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
w ww.d.wheatridge.co. us
Rev 12 12
located at the above referenced address. Please note the comments checked below.
For items not constructed, the amount of funds taken in lieu of construction:
3, v Does all existing roadway/alley Ii meet the standards of the City: vii"Yes No
If not, what is required?
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.
4, APPROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations.
Si(�nalure David P. Brossman, P.L.S. butt
approve this Permit Application for the stated reason(s):
Signature David F. Brossman, PLS. Date
6, v Stipulations:
T — A Drainage Certification Letter accompanied by As-Built plans from the Engincer-of-Record shall be
required prior to the issuance of the Certificate of Occupancy,
8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
Rev 06/2013
V City of
](R,�Wh6atP.,Ldge
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 2 "' Ave. Wheat Ridge, CO 80033-8001 f'; 303135.28 I": 341235.2857
PUBLIC WORKS, DEVELOPMENT T REVIEW FEES
Date:
Location of Construction:
Purpose of Construction:
etion.
Single Family x Commercial Multi - Family
Each Application Nvill he reviewed by staff once and returned for changes, If after review of the second submittal changes have
not been made to the cavil documents or the Traffic Study as requested d lay staff; further reviews of the Application will be subject
to the hallowing Resubmittal fees.:
TOTAL REVIEW FEES (due at time of Building Permit issuance):
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING
AND PERMITTING FEES REQUIRFD FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
Wwwxi.ve eatrict .co,us
Rev 1212
City of'
Wh6at R �iqgc
PuBLIC WORKS
City of Wheat Ridge Municipal Building 380 W. 29 Ave. Wheat Ridge, CO 80033-8001 P: 303 861 F: 303.235.2857
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1 . appReation must dbe." + `.. by each sub-contractor : . t t !:} 3€ " the savae.
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of
GENERAL INFORMATION
Schedule: 461183 Parcel ID: 39-204-01-076
2�� =�
m0i M61-Turimo wo roll-M. OT010
Property Address VACANT LAND
Mailing Address: 07800 E DORADO PL 220
GREENWOOD VILLAGE CO 80111
Subdivision Name: 210700 129UD QYERLOOK SUB
♦ s I R f 111111,11111111111,111
��!Receptlon
-----------
:n# * �
♦ s I R f 111111,11111111111,111
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��!Receptlon
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2180 South tvanhoo Stroet, Suite 5
Wa!,Ssenaar, De�nvor, Colorado 80222-5710
I
303-759-8100 Fax 303-756-2920
www,agwassenaar.com
9
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As requested, we have performed a soil and foundation study at the subject site. The purpose of our
study was to observe subsurface condons encountered and to recommend geotechnical design
criteria for the design and construction of the foundation for the proposed residence. This letter
presents a summary of our findings and recommendations.
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. Site specific laboratory swell/consolidation tests exhibited low
measured swell (0.4% at a depth of 2 feet) upon an increase in moisture content under a load of
Standard Pacific of Colorado, Inc.
Project Number 135286
January 31, 2014
Page 2
encounierea ana woraTory Te5ling Tor Wils ano/ol 3 ja7tv it :Qtb, it I's
materials generally exhibit no to low potential for expansion, Refer to the Colorado Geological
Survey Special Publication 43 for a description of expansive soils and their impact on structure
performance.
Standard Pacific of Colorado, Inc.
Project Number 135286
January 31, 2014
Page 3
0 i -
4, On.
where floor movements cannot be tolerated.
0 .0 1 1 , i - • 1. - . - V * * - * . - - * -
ITIV 1'en ---
following criteria:
IT s",ara tf 6A
joint which allows free vertical movement of the slab.
2. Slab bearing partitions should be constructed with a minimum 2-inch void space,
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 • slab heave, the movement should
not be transmitted directly through the partitions to the remainder of the residence.
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.
FIVIF-lo
snouto De TaKen M rijunn: V51 I �WaRITIVITUMS 4filt fleAlVe UVIRTeLAT411 Irrmel
We are available to provide further consultation regarding basement slab performance risk
assessments.
The crawl space ground surface should be sloped to the perimeter drain system, Trenching or
dishing out of the crawl space is not recommended unless a drain system is placed in these areas
in such a manner to facilitate drainage. The recommended clearance from the crawl space ground
surface to the engineered floor system should meet applicable codes. In addition, all plumbing lines
should be isolated from the ground surface or foundation walls by at least 2 inches.
Standard Pacific of Colorado, Inc.
Project Number 135286
January 31, 2014
Page 4
During construction, the crawl space area should be checked for standing water or very moist
conditions, construction debris, and other deleterious materials. If these conditions exist, the area
should be evaluated and mitigated, as necessary.
03�# i�
As a minimum, we recommend providing a subsurface drainage system around the lowest below
grade area, The purpose of the drain is to collect water which may become trapped on the surface
of the excavation and enter the basement or crawl space areas, A drain should be constructed
similar to the attached drain detail (Figure 1) and should be uniformly sloped to a positive gravity
discharge or sump.
The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by
carefully planned and maintained surface drainage. The following recommendations should be
implemented during construction and maintained by the Homeowner after the residence is
completed:
I 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.
Standard Pacific of Colorado, Inc,
Project Number 135286
January 31, 2014
Page 5
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. Main 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 ge• textile fabric.
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
Standard Pacific of Colorado, Inc.
Project Number 135286
January 31, 2014
Page 6
valid for use by Others without written authorization from A, G. Wassenaar, Inc. 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.
If we can be of further service in discussing the contents of this letter or in analysis of the proposed
structure from the soil and foundation viewpoint, please call our office.
R=
Michael R. Conner,
Senior Engineer
R . C 11 -.o j
-- — ----------- P.
lt�qn L Taylor, J
President
ACKFILL
/— SLIP JC}tiV"#'
1 1109 9M R7 1
WIDTH DRAIN
D RAIN •
GRAVEL SHALL FILL ENTIRE TRENCH D EXTEN LATERA
TO EDGE OF FOOTING AND UP AT LEAST 2"ABOVE BOTTOM
s •• ., #*
PIPE AT HIGH POINT.
E3ACKFILL
►. � � all � �. 4
R it
A .G.
Geotechntcal and EnWrcnmental Consultants
F *OTING FOUNDATIO
T YPI CAL I
Manual S, D, Standard Pacific, Fireside Plan 5061
EM=
MW&MMEM&MMIM
MEW91111 I" 191.110��
Report Units: Pressure: lnwq. Duct lenciths: feet, Duct sizes: Inch. Alrflow: CFM. Velocftv ft./min. Temoeraturq
Total runout outlet airflow:
1,284
Main trunk airflow:
1,001
Largest trunk diameter:
16.9
SMT-100
Largest runout diameter.
7
SR-100
Smallest trunk diameter:
12,9
"T 120
Smallest runout diameter:
4
SR-270
Supply tan external static #
R .800
Supply fan device pressure losses:
0.379
Supply fan static pressure available:
0,421
Runout maximum cumulative static pressure loss:
0.568
SR -210
Return loss added to supply:
0.122
Total effective length of return (ft.):
391.2
High, Low
Total effective length of supply ft):
194.0
SR-210
Overall total effective length (ft.):
585.2
High, Low to SR-21 0
Design overall friction rate per 100 M:
0.072
(Available SP x 100 / TEL)
APPROVED
Wheat Ridge Buildinp Dep�,,
Date:
Signe Plan checker
k
AIR DELINTRY RETURN s
mum
AIR DELINTRY RETURN s
+ ..s � ��t •e� + { '. +.f '.. `�Ye � , ,..:m �e ..a .;� t�t.r : ...air
9814
2414
2417
3014
3017
a17
'tT
j
4221
T4221
4821
T
4824
6024
T6024
I INN, P
Sensible Heat Gain = 23111 BTUs
4{ Deliv 75390 BT
23111/25390 =.910 or 9% over
(d� «�
#
\ #
.. 6
#
««1
\\ \�
sR.33o,r',73 CFMRe910'x4—
BASEMENT
PA
STANDA R D ACIFIC HOMES
FIRESIDE AT APPLEWOOD
PLAN 5061 WORST CASE SCENARIO
UWAUUZ-=
unfinished
it, move the low
, the coiling here,
,a pipe and grille
EUEL��
Low energy consumption criteria, Building
design equiptment locations, and local building
code requirements may hinder customer comfort
preferences. Continous blower operation may be
required to equalize temperature differences.
a
SR-340.7°'.73 CFMRecA0x4 SR-3201".45 CFMRea10x4
Drawn:
Approved:
North
Date:
Job Number:
a
SR-340.7°'.73 CFMRecA0x4 SR-3201".45 CFMRea10x4
SR-120,7'%68 CfKReql0x4 SR-100,7",66 CFM,ReglOx4
SR440,7",54 CFMRog:lOx4 $R.130,7',54 CFMReqA0x4 sR-110,7",68CFM,Roglo-W SR-180,7",66CFMRo9,10,4SP
muler
Neate
M=
mz��
---Mgh,14x10',350CFKGr9lle:14xl4
-- tow,14X10 ",350CFMGMel4xl4
Laundry S R-MG,4",14 CFMReg:lOx4
CFM,Rag:10x4
ud R
SR410,8",45 CFM,A*R:10.4
14x #0" Transfer Grilte
Math 3 It study has door, instau
4rooster grille over
doorway
--- SPV0,4",17 CFMRaql0x4
OR 2
EEC=
CFM,Rog:10x4 CFMReW1Ox4
SR- 2;,r,U CFM,ReqlQx4
[*jff*T#T*T #Mr# NONE=$ 6
1 0.21
91 59
81% 30% 70
15% 50% 75
Total Sensible Gain:
Total Latent Gain:
IN
a l
•
Tons (BasjedOn
Seitsible
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
rk
ilata at your design conditions.
E
Y:\ .. \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Total Building Supply CFM: 1,000 OFM Per Square ft.: 0.200
Square ft. of Room Area: 5,007 Square ft. Per Ton: 2,862
Volume (W) of Cond. Space: 49,567
Yes
0.250
0.00300
0.1000
in.wg./I 00 ft.
650
ft./min
900
ft./min
0
in.
0
in.
Infiltration Specified:
0.250
AC/hr
113
CFM
Infiltration Actual:
0.315
AC/hr
Above Grade Volume.
X 27204
uft.
8,610
u.ft./hr
X 0.0167
Total Building Infiltration:
143
CFM
Total Building Ventilation:
0
CFM
filtr • n
Yes
U1 000
0.1000 inwg./I 00 ft.
450 ft./min
750 ft./min
0 in.
0
RITS&O'Ka-aw
�ummer
0.250 AC/hr
113 CFM
0.316 AC/hr
X 27,204 Cut.
8,610 Cu.ft./hr
X 0.0167
143 CFM
0 CFM
14.39 = (1.10 X 1 6.00 Summer Temp.
Difference)
-21.70 = (0 68 X 0.817X -39.04 Grains Differenc
6204 = (1-10 X O817 X 69.00 Winter Temp.
Difference)
■
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Summer: 91 59 15% 50% 75 -39.04
Load Preview
Scope
Net
To
�
ft.
fTO1
Areal
Sen
Gain
La '
Gain
I
Net
Gain
I
Sen
L I
S
Sys
S
Itg
!M
Sys
Sys
Cig
=CFMA
Sys
Sys
Act
=Du
ct
Duc
Size
Size
�Oss
CAct
CAM
1.93 2,862
5,007
23,111
-2,114
23,111
51,790
993
1,000
1,000
System 1
1.93 2,862
5,007
23,111
-2,114
23,111
51,790
993,- 1,,,b 00
1,000
25x1
Humidification
2,151
one 1
5,007
23,111
-2,114
23,111
49,639
993' x,000
1,000
19X1
I-Rec Rm
1,198
1,145
-138
1,145
50
146
7,
2-BR 4
240
709
-53
709
2,239
31
45
7
3-Bath 4
59
15
-10
15
450,' . . . . . ..
9
4
4-Mech/ Unf Stor
1,010
189
-138
189
6,647
1 3
8
133
7,7
5-Master Bedroom
311
3,719
-134
3,719
4,461
89i"'
161
7,7,7
6-Master Bath
235
933
-188
933
2,200'
44
40
44
7
TWIC
121
595
-261
595
2,315"
26
46
6
8-Great Room
430
4,689
-308
4,689
6,148
123"
203
7,7,7
9-Laundry
67
207
-71
207
6901
,14
9
14
4
IO-Mud Room
134
366
-29
366
833
`
16
17
4
11 -Bath 3
44
205
-88
205
7877
f6
9
16
4
12-PR
34
45
0
45
62
1
2
Not MDD:
1
13-BR 3/Opt Study
197
1,871
-142
1,871
3,438
69
1
81
6,6
14-Entry
Ill
767
-45
767
921
33
5
15-BR 2
164
1,753
-99
1,753
3,030
61
16
76
6,6
16-Bath 2
67
311
-76
311
867
17
13
17
4
17-Dining/Opt Study 2
174
1,030
86
1,116
1,737
35:
'45
45
5
18-Kitchen/Nook
411
4,561
-420
4,561
5,526
111
197
197
7,7,71
• room airf lows may • greater than system airflow because
�m room airf low oVion uses the areqter- heatimoi or coolite.
0
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
--Duct Name: T -110, Feeds Into: Rec Rm, Effective Length: 2.0
Runout
Trunk 0.0003 16.9
415
0.000
Up: SMT- 100 55 25
0.017
0.000
Rect 2.0 10
0.0
0.000
Presize 721 11.7
0,259
0Z41
-- -Duct Name: ST-120, Feeds Into: Mech/ of Stor, Effective Length: 2.2
Trunk 0.0003 12.9 373 0.000
Up: SMT- 100 128 14 0.016 0.000
Rect 2.2 10 0.0 0.000
Presize 363 81 0.259 0.541
-- -Duct Name: SR-100, Supplies: Great Room, Fittings: 4-G, 2-1, Effective Length: 53.7
Runout
0.0003
7
254
0.000
Up: ST-130
55
5.4
0.017
0.009
Rnd
0.3
7.7
53.3
0.009
Presize
68
0.6
0.245
0.555
_ - -Duct Name: SR-110, Supplies: Great Room,
Fittings: 4-G, 2-1, 8-A2,8-A2,
Effective Length:
$2.7
Runout
0,0003
7
254
0.001
Up: ST-140
55
5.4
0.017
0.013
Rnd
73
7.7
75.4
0.014
Presize
68
13.4
0,240
0,560
-- -Duct Name: ST-130, Feeds Into: Rec Rm, Effective Length: 1.0
Trunk
0.0003
15,2
97
0.000
Up: ST-140
55
20
0.001
0.000
Rect
1.0
10
0.0
0.000
Presize
134
5
0.254
0.546
--Duct Name: SR-120, Supplies: Great Room, Fittings: 4-G, 2-1,8-A2,8-A2,
Effective Length:
93.2
Runout
0.0003
7
254
0.002
Up: ST -150
55
5.4
0.017
0.014
Rnd
12.3
71
80.9
0.016
Presize
68
22.6
0.238
0.562
-- -Duct Name: ST-140, Feeds Into: Rec Rm, Effective Length: 0.8
Trunk 0.0003 15.2 241 0.000
Up: ST-150 55 20 0.007 0.000
Rect 0.8 10 0.0 0.000
Presize 334 4.2 0.254 0.546
Y:\ .. \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
-Duct Name: SIVIT-100, Feeds Into: Mech/ Unf Star, Fitting: 1-01, Effective Length: 128.5
Trunk 0.0003 16.9 577 0.000
Up: Fan 55 25 0.031 0,039
Rect 0.8 10 1273 0.419
Presize 1,001 4.9 0.259 0.541
--Duct Name: SR-130, Supplies: Master Bedroom, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length:
110.5
Runout 0.0003
Trunk 0.0003 15.2
289
0.000
Runout
0.0003
7
202
0.004
Up: ST -160
55
5.4
0.012
0.009
Find
30.5
7.7
80.0
0.013
Presize
54
55.9
0.242
0.558
-. -Duct Name: ST-150, Feeds Into: Rec Rm, Effective Length: 0.8
122.5
Runout 0.0003
Trunk 0.0003 15.2
289
0.000
Up: ST -160 55 20
0,010
0.000
Rect 0.8 10
0.0
0.000
Presize 402 4.2
0.254
0.546
- -Duct Name: SR-140, Supplies: Master Bedroom, Fittings: 4-G, 2-1,8-A2,8-A2, Effective Length:
122.5
Runout 0.0003
Trunk 0.0003 152
351
0.000
Runout
0.0003
7
202
0.005
Up: ST -170
55
5.4
0.012
0.009
Rnd
42.5
73
80.0
0,014
Presize
54
77.9
0.240
0.560
-- -Duct Name: ST-160, Feeds Into: Rec Rm, Effective Length: 0.8
Runout 0.0003
Trunk 0.0003 152
351
0.000
Up: ST-170 55 20
0.014
0.000
Rect 0.8 10
0.0
0,000
Presize 487 4.2
0.255
0,545
--Duct Name: SR-150, Supplies: Master Bedroom, Fittings: 4-G, 2-1, Effective Length: 99.7
0.250
Runout 0.0003 7
202
0.004
Up: ST-280 55 5.4
0.012
0,008
Rnd 33.7 7.7
66.1
0,012
Presize 54 613
0.243
0.557
--- Duct Name: ST-170, Feeds Into: Rec Ran, Effective Length: 0.8
Trunk 0.0003 152
390
0.000
Up: ST-280 55 20
0.017
0.000
Rect 0.8 10
0.0
0,000
Presize 541 4.2
0.255
0.545
-Duct Name: SR-160, Supplies: Master Bath, Fittings: 4-G, 2-1, Effective Length: 78.9
Runout 0.0003
7
165
0.002
Up: ST-260 128
5.4
0.007
0.004
Rnd 25.8
7.7
53.1
0.006
Presize 44
47.3
0.250
0.550
M
Y:\ ...!Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9*58 AM
--- Duct Name: SR-170, Supplies: WIC, Fittings: 4-G, 2-1,8-A2,8-A2, Effective Length: 112.6
Runout 0.0003
6
234
0.007
Up: ST-250 128
4.7
0.017
0,012
Rnd 42.2
6.6
70.4
0.019
Presize 46
66.2
0.238
0.562
--Duct Name: ST-190, Feeds Into: Rec Rm, Effective Length: 1.8
Runout
Trunk
0.0003
16.9
395
0.000
Up: ST-250
55
25
0.016
0.000
Rect
1.8
10
0.0
0.000
Presize
686
10.7
0.257
0.543
-- -tau t Name: SR-1
80, Supplies: Kitchen/Nook, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: 80.9
Runout
0,0003
7
247
0.002
Up: ST -130
55
5.4
0.017
0.011
Rnd
13.3
7.7
67.6
0.013
Presize
66
24.4
0.241
0,559
--Duct Name: SR-190, Supplies: Kitchen/Nook,
Fittings: 4-G, 2-1,8-A2, 8-A2, Effective Length: 97.2
Runout
0.0003
7
247
0.004
Up: ST-140
55
5.4
0.017
0,012
Rnd
22.3
7.7
74.9
0.016
Presize
66
40.9
0.238
0.562
-- -Duct Name: SR-200, Supplies: Kitchen/Nook,
Fittings: 4-G, 2-1, Effective
Length: 75.6
Runout
0.0003
7
247
0.003
Up: ST -140
55
5.4
0.017
0.010
Rnd
15.3
7.7
60.3
0.012
Presize
66
28.1
0.242
0.558
-Duct Name: SR-210, Supplies: Dining/Opt Study 2, Fittings: 4-G, 2-1, Effective Length: 63.3
Runout
0,0003
5
330
0.006
Up: ST-120
55
3.9
0.042
0.020
Rnd
14.8
5.5
48.5
0.027
Presize
45
19.4
0,232
0.568
--- Duct Name: ST-200, Feeds Into: Mech/ Unf Stor, Effective Length: 6.8
Trunk
0.0003
12.9
320
0.001
Up: ST -120
128
14
0,012
0.000
Rect
6.8
10
0.0
0.001
Presize
311
27.3
0.258
0.542
Y:\...\Fireside Plan 5061 rhv Tuesday, January 28, 2014, 9:58 AM
-Duct Name: ST-180, Feeds Into: Rec Rm, Effective Length: 1.7
Trunk 0.0003 15.2 446 0.000
Up: ST-260 55 20 0.021 0.000
Rect 1.7 10 0.0 0.000
Presize 620 8.3 0.255 0,545
--Duct Name: SR-230, Supplies: BR 2, Fittings: 4-G, 2-1, O- A2, 8-A2, Effective Length: 74.8
Runout
0.0003
6
194
0.003
Up: ST-220
55
4.7
0,013
0.007
Rnd
19.7
6.6
55,1
0.010
Presize
38
30.9
0.247
0.553
-- -duct Name: ST-210, Feeds Into: Mech/ Unt
Stor, Effective Length: 0.8
Trunk
0.0003
12.9
34
0.000
Up: ST-220
55
14
0.000
0.000
Rect
0.8
10
0.0
0.000
Presize
33
3.3
0.257
0,543
--Duct Name: SR-240, Supplies: SR 2, Fittings: 4-G, 2-1, 8-A2, 8-A2, Effective Length: $8.6
Runout
0.0003
6
194
0.004
Up: ST-290
55
41
0,013
0.008
Rnd
27.8
6.6
60.7
0.012
Presize
38
43.7
0,246
0,554
---Duct Name: ST-220, Feeds Into: Mech/ Lint
Star, Effective Length: 1.0
Trunk
0.0003
12.9
114
0.000
Up: ST-290
55
14
0.002
0.000
Rect
1.0
10
0.0
0.000
Presize
111
4
0.257
0.543
--Duct Name: SR-250, Supplies: BR It Study, Fittings: 4-G, 2-1,8-A2,8-A2,
Effective Length: 70.7
Runout
0.0003
6
204
0.002
Up: ST-220
55
4.7
0.014
0.000
Rnd
14.9
6.6
55.8
0.010
Presize
40
23.4
0,247
0.553
--Duct Name: SR-260, Supplies: BR 3/Opt Study, Fittings: 4-G, 2-1, 8-A2,
8-A2, Effective Length: 85.5
Runout
0.0003
6
204
0.003
Up: ST-290
55
4.7
0.014
0.009
Rnd
24.0
6.6
61.5
0.012
Presize
40
37.7
0.245
0.555
--Duct Name: SR-270, Supplies: Bath 2, Fittings: 4-G, 2-1, Effective Length: 45.7
Runout
0.0003
4
195
0.002
Up: ST-240
128
3.1
0.020
0,007
Rnd
10.3
4.4
35.4
0.009
Presize
17
10.8
0.248
0,552
Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 Al
-Duct Name: SR-220, Supplies: Entry, Fittings: 4-H, 2-1, Effective Length: 29.9
Runout 0.0003 5 242 0.001
Up: T" -210 55 19 0.024 0.007
Rnd 2.7 5.5 272 4,007
Presize 33 &5 0.250 0.550
I
Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at
the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the
return runout upstream with the highest static pressure available. Total and cumulative static pressure loss
values for the supply main trunk include any device pressure losses entered, and the cumulative may also
include the total static pressure loss of the return side.
Number of active trunks: 20
Number of active runouts: 27
Total runout outlet airflow: 1,284
Main trunk airflow: 1,001
Largest trunk diameter:
16.9
SMT- 100
Largest runout diameter:
7
SR-100
Smallest trunk diameter:
12.9
ST -120
Smallest runout diameter:
4
SR-270
Supply fan external static pressure:
0.800
Supply fan device pressure losses:
0.379
Supply fan static pressure available:
0.421
Runout maximum cumulative static pressure loss:
0.568
SR -210
Return loss added to supply:
0,122
Total effective length of return ft.):
391.2
High, Low
Total effective length of supply ft.):
IKO
SR -210
Overall total effective length ( t):
585.2
High, Low to SR -210
Design overall friction rate per 100 ft.:
0.072
(Available SP x 100 / TEL)
System duct surface area (No Scenario):
1150.2
Total system duct surface area:
1150.2
Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
-Duct Name: T -110, Feeds From: Mech/ Unf Stor, Effective Length: 6.0
135.8
Trunk 0.0003 18.6
616
0.002
Up: RMT-100 75 25
0.029
0.000
Rect 6.0 12
0,0
0.002
Presize 1,284 37
-0.058
0.121
-- -Duct Name: RT-120, Feeds From: Rec Rm, Effective Length: 20.5
-- -Duct Name: RT-140, Feeds From Mech/ Unt Stor, Effective Length: 1.5
Trunk 0.0003 9.8
454
0.007
Up: RT-150 75 10
0.035
0.000
Rect 20.5 8
0.0
0.007
Presize 252 61.5
-0.047
0A10
--Duct Name: High, Low, Returns From: Great Room, Fittings: 6-8,6-F, 8-133C, Effective Length:
135.8
Trunk 0.0003 18.6
Runout 0.0003 9.8
454
0.000
Up: RT-120 75 10
0.035
0.047
Rect 0.2 8
135.6
0.047
Presize 252 0.5
0.000
0.047
-- -Duct Name: RT-140, Feeds From Mech/ Unt Stor, Effective Length: 1.5
Trunk 0.0003 12.9
360
0.000
Up: RT-170 75 14
0.016
0.000
Rect 1.5 10
0.0
0,000
Presize 350 6
-0.058
0,000
--Duct Name RT-150, Feeds From: Rec Rm, Effective Length: 9.5
Trunk 0.0003 9.8
454
0,003
Up: RT-170 75 10
0.035
0.000
Rect 9.5 8
0.0
0.003
Presize 252 28.5
-0.055
0A17
--Duct Name: RT-160, Feeds From: Mech/ Unf Stor, Effective Length: 1.5
Trunk 0.0003 12.9
360
0.000
Up: RT-180 75 14
0,016
0,000
Rect 1.5 10
0.0
0.000
Presize 350 6
-0.058
0.000
-Duct Name: RT-170, Feeds From: Mech/ Unt Stor, Effective Length: 1.8
Trunk 0.0003 18.6
289
0.000
Up. RT-180 75 25
0.007
0.000
Rect 1.8 12
0.0
0,000
Presize 602 11.3
-0.058
0120
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
-- -Duct Name: RMT-100, Feeds From: Mech/ Unf Stor, Fittings: 5•Hi, S-N, Effective Length: 215.1
Trunk 0.0003 18.6 616 0.000
Up: Fan 75 25 0.029 0.062
Rect 0.4 12 2147 0,062
Presize 1,284 2.6 -0.060 0.122
Firivac is an AUGA approved IfJan"W-and!-Manual # computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance
data at your design conditions.
Y:\ ..\Fireside Plan 5061,rhv Tuesday, January 28, 2014, 9:58 AM
System duct surface area (No Scenario): 180.2
Total system duct surface area: 180.2
R2.8 Door: Door-Rear Entry R2.8 Door
17.8
439
0
140
140
R6.2 Door: Door -U =.161
24
267
0
85
85
15B15 -0w -9. Wall-
1669,8
5,905
0
101
101
151315-0w-8: Wall-Basement,, framing with R-15 sill to
114.5
404
0
7
7
floor in 2 x 4 cavity, core, no board insulation, plus
interior finish, wood studs, 8' floor depth
Basement R11 -9. Wall-Basement, Custom, Bsmt Wall
1327.3
4,858
0
79
79
R11 Draped Continuous
12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity,
2815.2
12,626
0
2,065
2,065
no board insulation, siding finish, wood studs
16B-38: Roof/Ceiling-Under Attic with Insulation on Attic
2501
4,487
0
2,991
2,991
Floor (also use for Knee Walls and Partition Ceilings),
Vented Attic, No Radiant Barrier, Dark Asphalt
Shingles or Dark Metal, Tar and Gravel or Membrane,
R-38 insulation
21A-32: Floor-Basement, Concrete slab, any thickness, 2
2507.5
3,461
0
0
0
or more feet below grade, no insulation below floor,
any floor . cover, shortest side of floor slab is 32' wide
rv_
Subtotals for structure:
40,736
0
16,475
16,475
People:
5
1,000
1,150
2,150
Equipment:
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
0
0
0
0
Infiltration: Winter CFM: 143, Summer CFM: 143
8,903
-3,114
2,066
-1,048
Ventilation: Winter CFM: 0, Summer CFM 0
0
0
0
0
Humidification (Winter) 5.87 gal/day
2,151
0
0
0
AE Excursion:
--- - -------- -
-------
0
0
2,220
2,220
Total Building Load Totals:
51,790
-2,114
23,111
20,997
kTn#z=ji§jEzffl0j
5,007 Square ft. Per Ton:
49,•• 7
Total Heating Required Including Tentilation Air:
Total Sensible Gain:
Total Latent Gain:
51,790
Btuh
51.790
MBH
23,111
Btuh
100
%
-2,114
Btuh
0
%
23,111
Btuh
1.93
Tons (Based On
Sensible + Latent)
NM
Rhvac is an ACCA approved Manual J and ffianual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance
data at your design conditions.
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
R2.8 Door: Door-Rear Entry R2.8 Door
17.8
439
0
140
140
R6.2 Door: Door-U=,161
24
267
0
85
85
151315-0w-9: Wall-
151315 -Ow -8: Wall-Basement, framing with R-1 5 sill to
1669.8
114.5
5,905
404
0
0
101
7
101
7
floor in 2 x 4 cavity, core, no board insulation, plus
interior finish, wood studs, 8' floor depth
Basement R1 ®9: Wall-Basement, Custom, Bsmt Wall
1327.3
4,858
0
79
79
R1 Draped Continuous
12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity,
2815.2
12,626
0
2,065
2,065
no board insulation, siding finish, wood studs
16B-38: Roof/Ceiling-Under Attic with Insulation on Attic
2501
4,487
0
2,991
2,991
Floor (also use for Knee Walls and Partition Ceilings),
Vented Attic loo Radiant Barrier, Dark Asphalt
Shingles or Dark Metal, Tar and Gravel or Membrane,
R-38 insulation
21A-32: Floor-Basement, Concrete slab, any thickness, 2
2507,5
3,461
0
0
0
or more feet below grade, no insulation below floor,
n qqtst_side of floor slab is 32' wide
,.,.a y1l, yq�h
Subtotals for structure
40,736
0
16,475
16,475
People:
5
1,000
1,150
2,150
Equipment:
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
0
0
0
0
Infiltration: Winter CFM: 143, Summer CFM: 143
8,903
-3,114
2,066
-1,048
Ventilation: Winter CFMI: 0, Summer CFM 0
0
0
0
0
Humidification (Winter) 5.87 gal/day:
2,151
0
0
0
AEC) Excursion'
0
0
2,220
2,220
System I Whole House System Load Totals:
51,790
-2,114
23,111
20,997
A
I ur rer z>qvare rr.�
5,007 Square ft. Per Ton:
49,567
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required Including Ventilation Air:
23,111 Btuh 100 %
-2,114 Btuh 0 %
23,111 Btuh 1.93 Tons (Based On
Sensible + Latent)
Im
Rhvac is an ACCA approved fflanual J an
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performan-cp-,
data at your design conditions.
■
Y :\ .,.!Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
kGe Whole Ho _T_��TTqT Loads
, Data System I - Whole House tc�
m=
m
Y:\ ..\Fireside Plan 5061. v Tuesday, January 28, 2014, 9:58 AM
Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ .. \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9*58 AM
}
� 1.i��t �. TS��'
��
p °�
1 1 � li S
1 1
1
1ih U x 1 i�l 1 1 i 1 1�14`lL{
1
11 1 it
t
b�t�it�4
i6a rra v s - Room 5 - Master Bedroom (Air qr a s Proce4yrq)
p�Lq
qq
Calculation Mode: Htg, & c1g.
Occurrences:
I
Room Length:
311.3 ft.
System Number:
I
Room Width:
1.0 ft.
Zone Number:
I
Area:
311.0 sq,ft,
Supply Air:
161 CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
33 AC/hr
Volume:
2,932.0 cuft
Req. Vent, Cig:
0 CFM
Number of Registers:
3
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Inf►l.:
15 CFM
Actual Summer Infil.:
15 CFM
�W-Wa�11-12F-�Osw 18 X 9 . 1 ��1�095
�0.065
4. �491 0 . 7
0 80
N -Wall- I 2F-Osw 8.5 X 9.1
64.5
0.065
4.5 289 0.7
0 47
i S -Wall-12F-Osw 15.2 X 9.1
137.7
0.065
4.5 618 0.7
0 101
W -GIs-Atrium shgc-0.33 O%S
15
0.310
21.4 321 36.1
0 542
W -GIs-Atrium shgc-0.33 O%S
15
0.310
21.4 321 36.1
0 542
W -GIs-Atrium shgc-0.33 O%S
30
0.310
21.4 642 36.2
0 1,085
N -GIs-Atrium shgc-0.33 100%S
12,5
0.310
21.4 267 11.4
0 142
UP-Ceit-168 -38 311.3 X 1
w. 3113
0.026
1.8 558 1.2
0 3
Subtotals for Structure:
3,507
0 2,911
Infil.: Win.: 15.4, Sum.: 15.4
384
2.483 954 0.575
-334 221
AED Excursion:
357
People 2
1 _ ...... ..... ...........
.... . ...... ..... . ......... .
200 230
Room Totals:
4,461
-134 3,719
ll
Y:\ ... !Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Calculation Mode:
Htg. & c1g.
Occurrences:
I
Room Length:
235.1 ft.
System Number:
I
Room Width:
1.0 ft.
Zone Number:
I
Area:
235.0 sqft,
Supply Air:
44
CFM
Ceiling Height:
9.1 ft.
Supply Air Changes:
1.2
AC/hr
Volume:
2,136.0 cu.ft.
Req. Vent. Clg:
0
CFM
Number of Registers:
I
Actual Winter Vent,:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
9
CFM
Actual Summer Infil.:
9
CFM
E �-Wal�1-12F-0�sw7.8 �X9.1711
0.065
4. 319
0 . 7
0 52
N -Wall-12F-0sw 1.3 X 9.1
12.1 0.065
4.5 54
0.7
0 9
S -Wall- I 2F-Osw 14.7 X 9.1
1172 0.065
4.5 526
0.7
0 86
S -GIs-Atrium shgc-0.33 O%S
16 0.310
21.4 342
18.1
0 290
UP-Ceil-1613-38 235.1 X 1
235 1 0.026
1.8 422
1.2
0 281
Subtotals for Structure:
1,663
0 718
Infil.: Win.: 8.7, Sum.: 8.7
AED Excursion:
216
2.482 537
0.578 -188 125
90 1
Room Totals:
2,200
-188 933
Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Calculation Mode: Htg. & c1g.
Occurrences:
1
Room Length: 1 O.8 ft.
System Number:
1
Room Width: 11.2 ft.
Zone Number:
1
Area: 121.0 sqft.
Supply Air:
46 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
2.5 AC/hr
Volume: 1,099.0 cu.ft.
Req. Vent. Cl g:
0 CFM
I Number of Registers: 1
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
12 CFM
Actual Summer Infil.:
12 CFM
E -Wall- 1 2F-Osw 10.8 X 9.1 98.3
0.065 4.5 441
0.7 0 72
S -Wall- I 2F-Osw 112 X 9.1 101.4
0.065 4.5 455
0.7 0 74
UP-Ceii-16B-38 121 X 1 121
1-111, -1-11111 11-.11.1-1- ............
0.026 1.8 217
1.2 0 145
Subtotals for Structure:
1,568
0 365
Infil.: Win.: 12.0, Sum.: 12.0 301
2.480 747
0.574 -261 173
AFC Excursion:
. . .... ......
57
Room Totals:
2,315
-261 595
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y.\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\..,\Fireside Plan 5061.rhv Tuesday, January 28, 201 4, 9:58 AM
Y:\ ... \Fireside Plan 5061,rhv Tuesday, January 28, 2014, 9:58 AM
Room Loads - Room 11 - Bath 3_(Ayqrq qqdProqe
Calculation Mode: Htg. & c1g.
Occurrences:
Room Length: 44.0 ft.
System Number:
I
Room Width. 1.0 ft.
Zone Number:
I
Area: 44.0 q.ft,
Supply Air:
16 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
2.4 AC/hr
Volume: 400,0 cuft
Req. Vent. Clg:
0 CFM
Number of Registers: I
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
4 CFM
Actual Summer Infil.:
4 CFM
W -Wall-1 2F-Osw 3.2 X 9.1 28.9
0.065 4.5 130 0.7
0 21
S -Wall-12F-Osw 8 X 9.1 72.6
0.065 4.5 326 0.7
0 53
UP-Ceil-1613-38 44 X 1 44
----- ---------- . .. ... .. .. . .....
0.026 1,8 79 1.2
0 53
---- ------------ .... ..... . —,",
Subtotals for Structure:
535
0 127
Infil.: Win.: 4.1, Sum.: 4.1 102
2.482 252 0.571
-88 58
AD Excursion:
20
Room Totals:
787
-88 205
Y:\ ... \Fireside Plan 5061,rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
PR f�Kq�Gi Lq ,rocedure
q q_q P
M al C. 1. 1 M, M. ff. �H f, � M, c I g�
�.. Mwmn �c..
Room Length:
61
ft.
System Number:
1
Room Width:
5.2
ft.
Zone Number:
I
Area:
34.0
sqft.
Supply Air:
2
CFM
Ceiling Height:
9.1
ft.
Supply Air Changes:
0.4
AC/hr
Volume:
313.0
cuft.
Req. Vent. Cl.
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
Runout Air:
2
CFM
Percent of Supply.:
0
%
Runout Duct Size:
4
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
22
ft./min.
Percent of Supply:
0
%
Runout Air Velocity:
22
ft./min,
Actual Winter Infil.:
0
CFM
Actual Loss:
6.661
in.wg./I 00
Actual Summer Infil.:
0
CFM
ft.
L�P- W _ -?�-
Subtotals for Structure:
62
0 41
Infil.: Win,: 0.0, Sum.: 0.0
0
0 0 0
0 0
AED Excursion:
4
Room Totals
62
0 45
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ _ \Fireside Plan 5061 . rhv Tuesday, January 28, 2014, 9:58 AM
BR
qlpp__,�tud
A a P
t yqLqq Lod roce r�r �� __,._, .__
yJA
Calculation Mode: Htg. & c1g.
Occurrences:
Room Length: 197.3 ft.
System Number:
Room Width: 1.0 ft,
Zone Number:
Area: 197.0 sq.ft.
Supply Air:
81 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
2.7 AC/hr
Volume: 1,792.0 cu.ft.
Req. Vent. CIg:
0 CFM
Number of Registers: 2
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
16 CFM
Actual Summer Infil.:
16 CFM
N �-Wa�11-1217 -0�swI2 �IX 9.1 10 0,060
4. 492
0 C3 1
E -Wall-12F-0sw 2.7 X 9.1 242 0.065
S -Wall-I 2F-Osw 22 X 9.1 197 0.065
4.5 109
4.5 88
07 0 18
0.7 0 14
E -Wall- 1 217 -0 w 9.5 X 9.1 66.3 0.065
4.5 297
0.7 0 49
S -Wall-12F-0sw 17 X 9.1 154.4 0.065
4.5 692
0.7 0 113
E -GIs-Atrium shgc-0.33 O%S 20 0.310
21,4 428
36.2 0 723
UP-Cefl-1 613-38 197.3 X 1 197.3 O 026
1.8 354
1.2 0 236
Subtotals for Structure
2,460
0 1,234
Infil.: Win.: 15.8, Sum.: 15.8 394
2.481 978
0.576 -342 227
AED Excursion:
180
Pe 200 er, sealer e9P :
200 230
- _e�
Room Totals:
3,438
-142 1,871
r i
__J
Y:\ _ \Fireside Plan 5061 . rhv Tuesday, January 28, 2014, 9:58 AM
Y:\.,.\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
p .. ..:,�
+Ytit Y ,'; � .w � ?' v ��,
\� sttl
Y �)a`„v l� t � v.t..����,yu;7
}1Y\S�i
...� . a� , .,
Room Loads - Room 14 - Env 6 � r
qgq_LqqdfTqqq re
.mti „a x„,�„�
------
,p�`�
-
Calculation Mode: Htg. & c1g.
Room Length: 111.3 ft.
System Number:
I
Room Width: 1.0 ft.
Zone Number:
I
Area: 111,0 sqft.
Supply Air:
33 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
2.0 AC/hr
Volume: 1,011,0 cuft
Req. Vent. Clg*
0 CFM
Number of Registers: 1
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
2 CFM
Actual Summer Infil.:
2 CFM
�E-Wal�1-12F-O�sw5,7�X9.1155 �0.0�65�4.569
0
1 1
E -Door-R6.2 Door 3 X 8 24 0.161
11.1 267 3.5
0
85
E -GIs-Atrium shgc-0.33 O%S 12 0.310
21.4 257 362
0
434
UP- Cell -16 -38 111.3 X 1 111.3 0.026
1.8 200 1.2
0
133
Subtotals for Structure:
793
0
663
Infil.: Win.: 2.1, Surn.: 2.1 51
2.486 128 0.583
-45
30
AEG Excursion : ..... ......... . . . .....
74
...... ...... ...
Room Totals:
. ........
921
-45
- ----------
-
767
Y:\.,.\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
Calculation M�ode. Hlg& clg�OcMurrenVes����i
Room Length: 163.8 ft.
System Number:
I
Room Width: 1.0 ft.
Zone Number:
I
Area: 164.0 sq.ft.
Supply Air:
76 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
3.1 AC/hr
Volume: 1,488.0 cu.ft.
Req. Vent. CIg:
0 CFM
Number of Registers: 2
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
14 CFM
Actual Summer Infil.:
14 CFM
N �-Wall- �12F-O�sw1 1 �196 0.065
4,5 �536 0
�0 �88
E -Wall-12F-O sw 11.8 X 9.1 87.4 0.065
4.5 392 03
0 64
S -Wall- I 2F-Osw 12.9 X 9.1 117.3 0.065
4.5 526 0.7
0 86
E -GIs-Atrium shgc-0.33 O%S 20 0.310
21.4 428 36.2
0 723
UP-Ceil-16B-38 163.8 X 1 163.8 0.026
1.8 294 1.2
0 196
Subtotals for Structure:
2,176
0 1,157
Infil. Win.: 13.8, Sum.: 13.8 344
2.480 854 0.575
-299 198
AED Excursion:
168
Pe - 1
o,ptq*"?Q I Vp r . 230 . sen/ er 1
p_ ---- ---
- -
......
- - ----- - . ..
20 0 0
23
Room Totals:
3,030
-99 1,753
Y:\ ... \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
�e' 6e a ad
� ��bxa �' _ S - XOM vqrc C
I__ Rg
C a lculation Mode:
Htg. & c1g,
Occurrences:
Room Length:
67.1
ft.
System Number:
Room Width:
1.0
t
Zone Number:
Area:
67.0
sq.ft.
Supply Air:
17
CFM
Ceiling Height:
9.1
ft.
Supply Air Changes:
1.7
AC/hr
Volume:
609.0
cuft
Req. Vent. Gig:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
4
CFM
Actual Summer Infil.:
4
CFM
N �-Wa1�1-12F-0�sw9.7 �X9.1798
0.065 4.5 358
0 �70
�59
N -GIs-Atrium shgc-0.33 100 %S
8
0.310 21.4 171
11.4
0 91
UP-Ceil-1613-38 67.1 X 1
67.1
O 026 1.8 120
1 2
0 80
Subtotals for Structure:
649
0 230
Intil,: Win.: 3.5, Sum.: 3.5
88
2,483 218
0.581
-76 51
AED Excursion:
30
. .... ..........
Room Totals:
.. ...... ... .....
867
-76 311
Y:\ ...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9 AM
Y:\ _ \Fireside Plan 5061 . rhv Tuesday, January 28, 2014, 0 :58 AM
Calculation Mode: Htg. & cIg.
Occurrences:
I
Room Length: IZO ft.
System Number:
I
Room Width: 14.5 ft.
Zone Number:
1
Area: 174.0 scift
Supply Air:
45 CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
1.7 AC/hr
Volume: 1,581.0 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers: I
Actual Winter Vent.
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
Percent of Supply:
0 %
Actual Winter Infil.:
5 CFM
Actual Summer Infil.:
5 CFM
N �-Wa1�1-12F-0�sw14 X J.1 101 0.065
4.5 �456 �O �70
�75
N -GIs-Atrium shgc-0.33 100%S 15 0.310
21,4 321 11.4
0 171
N -GIs-Atrium shgc-0.33 100%S 15 01.310
21.4 321 11.4
0 171
UP-Ceil-16B-38 X 1 174 U26
. ........... ---------
1�8 312 1 2
. .... .... ...... ..
0 208
Subtotals for Structure:
1,410
0 625
Infil.: Win.: 5. 3, Sum.: 5.3 132
2.484 327 0,577
-114 76
AED Excursion:
99
Pe o pl e _ 2 9 r, 2
: gp er: 1
200 230
- 1 - se
_ - --- ---
Room Totals:
1,737
86 1,030
Y:\ _ \Fireside Plan 5061 . rhv Tuesday, January 28, 2014, 0 :58 AM
Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
- R _o_ o m__ ""I' - 8 --, - k - ht 6 - he _n1N_ - 6 , - o --- k - L-6 - a - d - P-ro - r'_ e__
cedu
Room Length: 410.7 ft.
System Number:
Room Width: 1.0 t
Zone Number:
Area: 411.0 sq.ft,
Supply Air:
197
CFM
Ceiling Height: 9.1 t
Supply Air Changes:
3.2
AC/hr
Volume: 3,730.0 cu.ft,
Req. Vent. Cig:
0
CFM
Number of Registers: 3
Actual Winter Vent.:
0
CFM
Percent of Supply..
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
19
CFM
Actual Summer Infil.:
ON
19
CFM
W -Wall-12F-Osw 12.8 X 9.1 86.5
0.065
MEN
M E 45 = 388
0.7
0
1 N -Wall- I 2F-Osw 32 X 9.1 260.6
0.065
4.5 1,169
0.7
0
191
S -Wall-12F-Osw 8.4 X 9.1 52.5
0.065
4.5 235
0.7
0
39
W -GIs-Atrium shgc-0.33 O%S 15
0.310
21.4 321
36.1
0
542
W -GIs-Atrium shgc-0.33 O%S 15
0.310
21.4 321
36.1
0
542
N -GIs-Atrium shgc-0.33 100 %S 15
0.310
21.4 321
11.4
0
171
N -GIs-Atrium shgc-0.33 100%S 15
0.310
21.4 321
11.4
0
171
S -GIs-Atrium shgc-0.33 O%S 24
0.310
21,4 513
18.1
0
434
UP-Ceil- 1 6B-38 410.7 X 1 4101
0.026
1.8 737
1.2
0
491
Subtotals for Structure:
4,326
0
2,645
Infil.: Win.: 19.3, Sum.. 19.3 484
2.482 1,200
0.575
-420
278
AED Excursion:
438
Equipment . .. ...
1200
Room Totals:
5,526
-420
4,561
Y:\...\Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
fl
I I NO k
g otation qp
Building Rotation Tonnage
1.9 ...............
IS.........
C
12
0
1.7 .......... ......
. .... ........................... . ...... .... ........ .. . .....
1,5
East Southeast South Southwest West Northwest North Northeast
Direction Front door Faces
Building Net'ronnage
----------
Y:\ ... \Fireside Plan 5061 -rhv Tuesday, January 28, 2014, 9:58 AM
. . . .... ..
yy, pay
�; t�.t .wiS wr.Wx...u"w.m L
......... . . .
Building Rotation Hourly Net Gain
28,000
27, 000 .. ..... ... ......................
26,000
25,000
24,000 ......... ......
23,000
NI ......
22,000 . ... ......... . . ..... -
21,000t .... ..... ..
20,000
18,000 .... ............
17,000
16,000 .... . ...................
15,000
14,000
Sam gam 10arn 11 am 12 pm 1p 2pm 3pm 4pm 5pm 6pm 7pm
Time of Day
Front door faces East
Front door faces Southeast
Front door faces South
Front door faces Southwest
Front door faces West
Front door faces Northwest
Front door faces North
Front door faces Northeast
r :\ \Fireside Plan 5061.rhv Tuesday, January 28, 2014, 9:58 AM
City of
W3.6atR I d C
,,,�g COMMUNny DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303,235.2846 F: 301235,2857
March 20, 2014
OFFICIAL ADDRESS NOTIFICA
Z2IR!EAjMNMP CODE CORRECTION
NOTIFICATION is hereby given that the following address has been assigned to the property/properties as
indicated below:
PROPERTY OWNER(S): Standard PaciFic of Colorado Inc. A Delaware Ca ration
OLD ADDRESS: None
'90 abor Cr.
Wheat Ri d e Co '0033
'0
NEW ADDRESS:
3 "0 't'ab �
or Ct.
80033
Block 1_ Lo t25
3870 ab
I or Ct.
80033
033
3 60 1, ab
8 or Ct
Ile t Ri e C
W 0�810033
80033
3 5 Ta b or
8 0 T or Cr. Ct
W heat R i C
e 081
Blac o
'oc t 2 8
Block 1 -Lor 6
3801 Taft Ct.
Wheat Rtd e C{ 3
3830 T abor Ct.
Tab
block l _ I of
3819 `Taft Ct,
Wheat I2id e CC) 3
Black 1 Lor 9
3829 Taff Ct.
Wheat Rzd CC 3
Black t -Lot 10
3839 "Taft Ct.
Wear Rid e CC? 33
Stock l _Lot 11
384 Tafr Ct.
Wheat Rid e C) 33
Black 1 -Lor 12
38E9 Tafil Ct.
Wheat laid >e C( 33
33
Block I Lot t4 3889 Taft Ct.
Wheat Rid e CCU 33
'oc "o'
'90 abor Cr.
Wheat Ri d e Co '0033
'0
Block I - Lot 4
3 "0 't'ab �
or Ct.
W heat: e
R id 80033
Block 1_ Lo t25
3870 ab
I or Ct.
Wheat Ri e 0 80033
C
B l ack 1 Lot
26
3 60 1, ab
8 or Ct
Ile t Ri e C
W 0�810033
S to c k Lot .1
1 7
3 5 Ta b or
8 0 T or Cr. Ct
W heat R i C
e 081
Blac o
'oc t 2 8
384 Ta b
0 or Ct'
t R
ea 80 0
0033
d e �Q�
: Mac k 2
I -ot 9
3830 T abor Ct.
Tab
i Co
hea R �e 33
�( 8 �
�ock I Lot 30
38 0 or Ct
Wheat Co
e
R id 80�033
3
Black 2 - Ilot 3 383E `Taft Ct. Wheat. Rid e CCU 80033
Black 2 - Lat 4 3848 Taft Ct. Wheat Rid e fC} 3
3
33
WWWA-Wheatridgexo.us
I 1] IM1 4 JIM I I I 101
(Block l,ot 1 2 3871 Tabor Q. Wheat Rid
(Block 2 – Lot 13) 3861 Tabor Ct.,Wheat Ridge, co 8o033
Block 2 -• -Lot 14 3851 Taber Ct. Wheat Rid e CC) 80033
(Block 2 -.- Lot 15113841 Tabor Ct,,Wheat Ridg cO 80033
fRIA01- I – T tit I Al 'A R I I 'rnl nr Of 1X71-4 DA,.- f^t onlill
SUIRDIVISION: Doud Overlook Subdivision aka Fireside at Youn field Subdivision
LOT(S): KEY:
SECTION: — JEFFERSON COUNTY RECEPTION #: 2013143668
9mmmusm
NOTES: This is a courtesy notification,
AUTHORIZED BY. DATE:
JUL-11timu
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY: DATE:
R69W 601
ALUM. PPE W/ 3 -1/4 GRASS CAR
EO
STAMP LS 13212' N RANK 8O%
PONT 14109
N-708326.7466 E- 1025512566
T35, P.2'
I
I
I
I
1
I
i
I
I
I
I
I�
i�
1
I,
M
la
IY�
IW
I
I
LOT 11
3819
0710
38M
P p TV
s s O
11858 11842 11828
NEST 39TH PLACE
0 2
1871
11851
RP
11831
G
2
11811
•
0
0
o
s
398
H.O.A.
C
3881
LOT 7
LOT 12
3884
3871
LOT 6
LANDSCAPING
3872
LOT 13
3881
LOT 5
C
3550
LOT 14
I
3851
3821
LOT 4
3848
LOT 15
3841
LOT 3
3836
1
<\ 1
0
LOT 22
11810
TRACT 8
E. 1/4 CORO" SEC. 20 T35, R69W 6TH P.Y.
S AIW. i'Pf W/ 3 !BASS CAP
l STAIIREEI ,313=13- N RAHOE E01 05310 ADDRESS PLAT
PONT 14209 11212' N 9 RA" 0.1 a•0
DOUD OVERLOOK SUBDIVISION
FILING NO. 2
BEING A REPLAT OF A PORTION OF DOUD OVERLOOK SUBDIVISION,
--� LOCATED IN THE WEST HALF OF THE SOUTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 20 AND THE WEST HALF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29,
`s TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
I CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
48 LOTS, 5 TRACTS & PUBLIC R.O.W. — 14.872 ACRES
I
1
r
1
LOT 23
3890 1
rI
�1
I
TRACT
USE
I
A
1
HO.A
LOT 16
3831
1
H.O.A.
C
t UTUTE3
LOT if
D
UTRITES DRAINAGE k EYEROENCY ACCESS
LOT 2
E
LANDSCAPING
N.O.A.
TRACT C 3889.5
LOT 14
C
3m
I
3824
3821
LOT 24
3880
h
LOT 25
3870 M
I
LOT 26
3880
LOT 27
3850
LOT 28
3840
LOT 29
3830
1
* I LOT 17
- -
- - * I
j I 1 3812 11831 O
M LOT 8 LOT 1 _ LOT 30
MI 3819 O 11871 3820 1
C I y8T11 PU►_�� POINT a
T LS ,ea7
_r LOT 7 w
-' TW •1RACT 0 LOT 31 + Lr
11820 t — 'a UN v K I?
3610
BRASS CAP
y1p 11880 c
r�oR7risioo 1331:• N RANK NI2 I 11890 11880
1 N- 7056727126 E- 1025618715 I 3801 W N O 3800.5 1RACT
SE 1/4 SEC. 20�
CAP
1 0 of ��` `� 1M►Tf �—
_—J DD05TM0 \ I I2'
LIB
I N I I
1
I
I
IR
TRACT USE TABLE
TRACT
USE
OWNER
A
LANDSCAPING
HO.A
8
DETEMI110H POND k VTMUTES
H.O.A.
C
t UTUTE3
H.O.A.
D
UTRITES DRAINAGE k EYEROENCY ACCESS
H.O.A.
E
LANDSCAPING
N.O.A.
1 N N.O.A. -HOME OWNERS ASSOCIATION
1�
I
I
I
IEOE10
1 Nlocx ,RrLR
SICWaR COINER
R4W. RMT -OF -MY
"ammy Lm
LOT LINE
0057N0 PLATS
rz:71cm uw
ROAD O911ER Lm
I x
I
1
-4 POINT Of OMSV ICDIENT
BE CORRNf SEC 20
TM. RRf 6TH P.Y.
AWL PPE W/ 3-1/4 BRASS CAP
STATED. %S 13512' N RANK BOX
PONT ism — —
N-705701.5458 E.1052301675
I
I— 'SCALE: 1" - 60'
CPI Vry.AL tPAOM: _:..LI
DEVELOPER ENGINEER \SURVEYOR
rlr`■rsn.�6
*"DAIQDPACtfjcHomjs CA RROLL& LA NGE- MA N HARD
•/•RV6,Nro anLelA1►a aoYRWPn V
A .P. a •et1`..- ��ira: �WriWR.i...�ow1•
LOT 16
i LOT 17 11874
' 1182'0
LOT 16
{ I 3901
I 11900
I
I
LOT 15
V
3899
1
1
I
TRACT C 3889.5
LOT 14
1
I
3WO
I
f
LOT 13
j
3879
LOT 12
i
� � "�
d
3889
I