HomeMy WebLinkAbout3899 Taft Courti CITY46F WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:j��
Permit Number: 55.Q
❑ No one available for inspection: Time 0 o o epM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-2345933
Date: -2,,/ 1 Inspector: t
DO NOT REMOVE THIS NOTICE
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: M I b
Job Address: 5-3 q i T -A r I_
C T
Permit Number: 2.01.7 o5'5"YC)
❑ No one available for ins ion: Time AM/P
i
Re -Inspection required Ye No
When corr871
ions have been made, call for re -inspection at 303-234-5933
Date: '1// -7 Inspector: i ► i
f
DO NOT REMOVE THIS NOTICE
A a City of Wheat Ridge
a V'
_1�9
Residential Roofing PERMIT - 201705540
PERMIT NO: 201705540 ISSUED: 08/05/2017
JOB ADDRESS: 3899 Taft CT EXPIRES: 08/05/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 36 sq
*** CONTACTS ***
OWNER (303)319-9001 CUNY LINDSEY
SUB (303)981-1265 Jon Lowrie 100243 Monarch Construction & Roofing
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00
FEES
Total Valuation 0.00
Use Tax 294.00
Permit Fee 267.70
** TOTAL ** 561.70
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
Residential Roofing PERMIT - 201705540
PERMIT NO: 201705540 ISSUED: 08/05/2017
JOB ADDRESS: 3899 Taft CT EXPIRES: 08/05/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 36 sq
I, by in 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 legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
0 r e>- i ?
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the original ermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable cede or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz
470170 ��� 0
From: no-reply@ci.wheatridge.co.us
Sent: Monday, July 31, 2017 1:03 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Dane
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
3899 taft ct
ron cuny
3033199001
Field not completed.
tl o
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
Attached Copy of Field not completed.
Contract
CONTRACTOR INFORMATION
Contractor Business monarch construction
Name
Contractor's License 100243
Number (for the City of��
Wheat Ridge)
Contractor Phone 3039811265
Number
Contractor Email Address permits@monarchroofs.com
Retype Contractor Email permits@monarchroofs.com
Address
DESCRIPTION OF WORK
Are you re-decking the No
roof?
Description of Roofing owens corning
Material
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 36
material selected above?
Does any portion of the No
property include a flat
roof?
If yes, how many squares Field not completed.
on the flat roof?
TOTAL SQUARES 36
(pitched + flat) of all
2
roofing material for this
project
Provide additional detail house
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 14000
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant brie lowrie
Email not displaying correctly? View it in your browser.
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City of'
Wheat'R
le,
C C
Om) _jA
OMMUNiTy DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 301235,2855 F: 301237,8929
August 30"', 2016
Owner/Occupant
3899 Taft Ct.
Wheat Ridge, CO 80033
RE: Previously permitted project plans available for retrieval — Permit 201500496 (New Single Family)
Owner/Occupant,
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Building Division and plans and/or other documents were required was recently completed and approved. In
accordance with the Building Division's document retention policy, the associated plans and/or other documents
are scheduled for disposal.
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 20
working days (4 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 CANNOT be mailed and plans and/or documents will NOT be available for
retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter,.
You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3.30 p.m., Monday through Friday,
at the Building Division offices located at 7500 W. 29"' Avenue in Wheat Ridge,
Melissa Mackey
Senior Pertft Technician
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2873
Fax: 303-237-8929
www,ci.wheatrida-- uc,
City CA
eat
�'WhB d
COMMUNITY DiNELOPMENT
www.ci.wheatridge.coms
"Where qualit, , design leads to lower costs. "
November 4, 2015
Standard Pacific Homes -- Colorado Division
7800 East Dorado Place, Ste 220
Greenwood Village, CO 80111
Re: Fireside at Applewood
Lot 15 Block 1 5050A — 3899 Taft Court
Joistwith Hole outside of recommendatioms
To whom it may concern:
This letter is written to address a hole in a joist web that is outside of the manufacturer allowable
hole locations.
The hole is approximately 5" wide and removes the web down to the flange at approximately 5'
from the joist edge. The joist in question is at the entry area and is approximately 15' in length.
I have reviewed the design loads -Mth this hole and the joist still meets code requirements, No
changes are necessary to this joist.
Please don't hesitate to call or email me should I be able to provide any ftirther assistance.
EM
Xp
F ELTE N GROUP, INC.
Jacob E. Morgan, P.E.
Director — Colorado Office
602-867-2500
19M
City
Wh6a-tPj,.d
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
Ave.,7600 W. 2e Wheat Ridge, CO 80033
Office:
Inspection
P180ftnInit
r ,w Standard Pacific Homes of Colorado, Inc. V 23018468528
I l n 406 if different than property address)
Address: 77800 East Dorado Place, Suite 220
a
CO 80111
d *IF
JOE 11IS *♦
Other66M64W: Same as abaird
«.
City License #
4ther City Licensed Sub:
City License #
Complete all information on BOTH sides of this farm
at Fireside n Plan Review Works Rm 02,014
Vo
Address:
Doud Subdivision, Filing 2, Lot
Applicable survey conditions:
PND (survey at foundation)
NRS (survey prior to CO, iftithin 2 feet of setback)
DOUDI (landscaping)
DOUD2 (setbacks)
Lot Size: %
Maximum Building Coverage (4(l%): —t—vu— sq. ft.
Total Proposed Building Coverage: sq. ft.
Setbacks:
Front
Interior Side
Side on street/open space
Interior Rear
Perimeter Rear
Required Provided
20ft— 1 )L -7-5-
W
Is the structure within 2 feet of minimum setbacks? (if yes, add surveying condition
Architectural review, cansiderations (ge 0
LQED—ph
Q Homes of lots siding to public r -o -w and/or Open space tracts shall utilize same minimum
architectural treatments on side fa9ade facing r -O -w Or Open space as ftont facades.
CJ Front setbacks shall vary a minimum of 2.5 ft. No three adjacent homes or homes directly across
the street shall have the same front setback.
U No two adjacent homes or homes across the street shall utilize the same architecturally detailed
elevation.
Q Architectural features such as cornices, eaves, belt courses, bay windows, sills, canopies, porches,
decks patios, and balconies may extend or project into a setback a maximum of thirty inch , es.
U The first floor of the front elevation shall have a minimum of 67% masonry: brick, brick vener,
stucco, stones, stone veneer or synthetic stone, with a full return (minimum 4' high) wainscoting
on the sides of the homes.
City of SINGLE FAMILYIDUPLEX
�q,
�'Wh6at"]_ ge BL[ILDINGPERMI TAPPLICATIONREVIEW
PUBLIC WORKS
Date:
Location:
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a
located at the above referenced address. Please note the comments checked below.
1. --V/— Drainage:
a. Drainage Letter & Plan required: —Yes No
b. Site drainage/grading plan have been reviewed and are: OK reler'o
stipulations.
2. _44 Public Improvements requiredto & to be completed with project:
a. street paving/patching: — Yes _j/ No _ Completed
b, curb & gutter: — Yes -4/_ No — Completed
c. sidewalk: — Yes No — Completed
d. Other (specify): — Yes No — Completed
For items not constructed, the amount of funds taken in lieu of construction:
3 Does all existing roadway/alley R.O.W, meet the standards of the City: Yes No
If not, what is required?
If R.O.W. is required, has the deed been received: Yes No (see Note below)
NIOTE. All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
4
,SPP ROVLD- The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations,
S7'gonature —Dale
5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reason(s).
Signature David F. Brossman, P.L.S. Date
6. Stipulations:
7. A Drainage Certification Letter accompanied by As -Built plans from the Engineer -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 coNmucnoN PERMIT PRIOR TO THE
ISSUANCE CIT THE CERTIFICATE OF OCCUPANCY.
Rev 0&'2013
Cit esf
City of'Wheat Ridge Municipal Building 7500 W, 29"' Ave, Wbeat Ridge, CO0033-8001 P: 3i13ZS3 28Ca] F'; 301235Z57
PUBLIC WORKS DEVELOPMENT
REVIEW
Date:
Location of Construction -
Purpose of Construction-
Single
ns tion-
ingle Family o tial
Multi -Fa 'ly
view ree ......... Efi 1l
(Required of all projects for document processing
50:0
etfi-FI1 E2vie P'es ;
Review of existing or minimal technical documents:,,,.," SII :
OO
Initial review' oftechnical civil engineering documents
(.Fee includes reviews of the 1st and 2 `d submittals),.,,,,,,,,, ...:.....$600.00
Traffic Impact Studer Review Fee:
(Fee includes reviews of the I" and 2"4 submittals :... 500.00
Trip Generation Study Review Fee -.....,l..".,,.,,",,,..",,,,,,,.,,,,,,,,,,
0 & M Manual Review & SMA Recording Fee--, ... a t1
3
Each Application will be reviewed by staff once and returned for changes, If after review oaf the second submittaI chan
to the following Re ubrnittal Pees: ges have
rant beery made to the civil documents err the Traffic Study as requested by staff further reviews of Application will be subject
Resubmittal
3'd submittal ('r`2 initial review fee):,.:..;. $300.00
rya submittal (full initial review fee): ..... ......... Q.II
All subsequent ubrnitials...,;..:. .....,.,° 00.0
(Full initial review feedTOTAL REVIEW FEES 5
(due at time of wilding Permit issuance): �...,.�
PLEASE NOTE THAT IN ADD17IONTO THE ABOVE FEES, THERE WILL 13E ADDITIONAL LICENSING
AND PE NG FEES REQLTIRED FOR CONSTRUCTION STRUC;TIO OFROVEMENTS
RIGHT-OF-WAY, I P T F
%vWrti,C6N h(`,a( d,g .(x),Ut
Rev 12112
cify (1,
tg tt3t ICofs Ks
CAY of whit Ridge Municipal Building 700 W, 29th Ave. Wheat Ridge, Co
8003-01 R, 303.23.6i a 303.2351857
NOTIFICATION FOR PLIC I
MpROVrMENTS RESTORATION
DATED:-4/1� ADDRESS:
Dear Contractor:
In conjunction with the approval of the building
address, this letter is t info you at all existing puit appic mcatio feats above referenced
frontage of said address shall e restored, if d aged from related encs located c to an the
acceptable condition, as determined by City of Wheat Ridge Public works Department, priorto the issuance of a Certificate Of Occupancy.
Prior to any construction commencing,
inspection to determine the existing condition(s) otdae representative will conduct onsite
p c improvements at this address
If you have any questions, please contact me at 303.235.2864.
Sincerely,
r
David F. Brossman, p. .S.
Development nt eview Engineer
CC File
Rev 2M
Projecttt
Contractor.- Standard Pacific .C,(?Ior4d6, Inc.
SW
Mechanical Contractor
Wheat Ridge Liccns
Sx ►at ut n ",A:uthor zed Agen Date
*This appReat on must be signed bych sub-coutmetor confinning the same.
•
am
Subject: Soil and Foundation Study
Proposed Residential Structure
Lot 15, Block 1
Doud Overlook
Wheat Ridge, Colorado
Project Number 135276
W=
�WX4a*g'r43MILqz ugxolffluo
303-759-8100 Fax 303-756-2920
wwwlagwassenaar.com
. 0 0
rtMM#11#K#I
0' to 3' Fill, sand, medium dense, silty, slightly clayey, slightly gravelly, moist, mottled
brown
lili,iiiiiiiiill!l E III SPIRIT!• TIME 11111 11113!i I REVIESEMMIZE1
Depth to water: 13 feet at the time of drilling
Caved at 13 feet 2 days after drillint,
Samples obtained during drilling were returned to the laboratory. They were visually classified and
subsurface materials encountered. The samples tested were non -plastic and, therefore, non -
expansive. Based upon 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 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 135276
January 31, 2014
Page 2
bearing on suitable materials as anticipated for design purposes.
The foundation walls backfilled with on-site materials should be designed for a lateral earth
pressure based upon an equivalent fluid density of 65 pounds per cubic foot (pcf) for the "at rest"
condition or 50 pcf for the "active" condition, The "active" condition should only be used w ere wa
movements of at least 0.5% of the wall height are allowed. These values have been provide
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.
For sites with a risk assessment of high or very high, we recommend an interior floor system
engineered for expansive soils be constructed. An alternative to the use of an engineered floor
system, such as soil modification to reduce the risk assessment, may also be considered. In
addition, an engineered interior floor system is recommended for all finished areas or any other
areas where floor movements cannot be tolerated.
Standard Pacific of Colorado, Inc.
Project Number 135276
January 31, 2014
Page 3
M—MOM11-0- _4 ME IM 0-0 a
If the Builder and/or Owner desires to construct a concrete slab -on -grade and accepts the risk of
slab movement, stabs supported by the expansive subsurface materials should be constructed
using the following criteria:
a joint which allows free vertical movement of the slab.
2. Slab bearing partitions should be constructed with a minimum 2 -inch void spac'
Stairways bearing upon the slab should be constructed in such a way as to alto
1
at least 2 inches of slab heave. In the event of slab heave, the movement shou 1
not be transmitted directly through t« to the remainder of t
#®
4Where 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.
i k assessments.
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.
Standard Pacific of Colorado, Inc.
Project Number 135276
January 31, 2014
Page 4
Crawl space areas should be constructed with consideration given to proper ventilation and
moisture management. Provisions such as the installation of a vapor retarder should be utilized
to reduce the amount of moisture (humidity) in the crawl space air. The Client and any future
Owner should be aware that crawl space areas are subject to various air quality issues. A
consultant specializing in ventilation and air quality control should be contacted to provide any
additional recommendations. Such recommendations are beyond the geotechnical scope of this
study. The environmental division of A. G. Wassenaar, Inc. is capable of providing such services.
Refer to "Homeowner's Guide To Moisture Management" by Tri -County Health Department
(Brochure Number S-323) for additional information.
Simi e a acne r in I igure 5) ano snoULTZ-7
discharge or sump.
If a sump pit is installed, it should be monitored for water accumulation and proper operation, The
water level in the sump • should not be allowed to rise above the foundation drain inlet pipe(s).
If water rises above the inlet pipe(s), a pump should be installed (if not originally equipped) or
maintenance should be performed on the existing pump.
•
i ne wettin ounaltion solis ano
carefully planned and maintained surface drainage. The following recommendations should be
implemented during construction and maintained by the Homeowner after the residence is
completed:
1 Excessive wetting or drying of the open foundation excavation should be avoid
as much as practical during construction. I
1 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.
�*01#1 girt 1.12 1 P1 ME I a 0 f f at- ---I-
Standard Pacific of Colorado, Inc.
Project Number 135276
January 31, 2014
Page 5
If lawn edging is used around the exterior of the foundation, it should
constructed in a manner to prevent ponding of surface water in the vicinity of t
backfill soils. I
5. All drainage swales should be constructed and maintained a minimum of 5 feQ
7
away from the foundation on side yards and 15 feet away from the foundation
back and front yards, Drainage swales should maintain a slope of at least 2%
of the lot. Swales must not be blocked by fences, landscaping, paths or oth
Homeowner installed items. 11
6Roof downspouts and drains should discharge well beyond the limits of •. 'I
T Watering adjacent to the foundation should be reduced as much as practic-,"
Landscaping which requires excessive watering should not be located within
feet of foundation walls. Main sprinkler lines, zone control boxes and drai
should be located outside the limits of the foundation backfill, Sprinkler hea
should be positioned such that the spray does not fall within 5 feet of foundati
walls.
B. Plastic membranes should not be used to cover the ground surface immediate
surrounding the foundation. These membranes tend to trap • and preve
normal evaporation from occurring, We recommend the use of a we
suppressant geotextile 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 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 actua
construction,
Standard Pacific of Colorado, Inc.
Project Number 135276
January 31, 2014
Page 6
structure from the soil and foundation viewpoint, please call our office.
Sincerely,
g!P'
A, G, WASSENAAR, IN
Mi o6el R. Bonner, P.E.
Senior Engineer
Reviewed by:
Dona L. TF.ay
ay Q " 16PI
MRC/DLT/lia
Attachment- Figure 1
BACKFILL
m
NOTES:,
1. DRAIN MUST SLOPE TO A POSITIVE
GRAVITY OUTLET AND/OR TO SUMP
WHERE WATER CAN BE REMOVED
BY PUMPING
2, SLOPE BOTTOM OF TRENCH AND PIPE AT A
MINIMUM OF 1/8" PER FOOT (I.e. 1 %)
1 3 OR 44NCH DIAMETER RIGID PERFORATED PVC
PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN
APPROVED SUBSTITUTE
FOUNDATION 4. GRAVEL SPECIFICATION: 2' MINUS WASHED
WALL ROCKJGRAVEL, POORLY GRADED WITH NO MORE
THAN 30% PASSING THE 3/8" SIEVE AND NO
MORE THAN 10% PASSING THE #4 SIEVE, OR AS
APPROVED BY THE GEOTECHNICAL ENGINEER
rSLIP JOINT
i
WIDTH OF DRAIN GRAVEL.
DRAIN GRAVEL - (SEE NOTE 4)
GRAVEL JWA6.6, jj6j j TPEWC�l g 4
Qjr
it
M_ a 61ALLY
14mi" 4=101M 'IA
PIPE AT HIGH POINT.
BACKFILL---'-�
SLOPE TO DRAIN PIPE - (SEE NOTES #2 & 3)
DRAIN MINIMUM AT LOCATION OF HIGH POINT,
ESTABLISH BOTTOM OF DRAIN
DO NOT EXCAVATE PIPE AT LEAST 4" BELOW
WITHIN 1:1 LINE BOTTOM OF FOOTING OR PAD
EXTENDING DOWN
AND AWAY FROM
CREATE MINIMUM 4' PATHWAYS THROUGH EDGE OFFOOTING
OR UNDER THE FOOTING WITH SOLID PCV
PIPE (NOTE 3) OR FOUNDATION VOID
MATERIAL, THE PATHWAYS SHOULD BE
BENEATH EACH WINDOW WELL AND AT
APPROXIMATE 15 FOOT INTERVALS AROUND
THE FOUNDATION,
DR \ FTG 1 INT-SOG MTF
JULY 2010
NOTE: NOT TO SCALE
A.G. Wassenaar
Gomachocal and Enwironmental Cons ants
FOOTING FOUNDATION
TYPICAL INTERIOR
DRAIN DETAIL
Furnace = Carrier Model 59SC2BO60S2 --16 (6 00 BTU) APPROVED
Air Conditioner = Carrier Model CA13NA030****(A,6) (2.5 Tort) StAb e t to Field InsperAions
Evaporator Coil = Carrier Model CIS PV*3617AL*+TDR (3 Torr) Wheat Ridge Bur6ng Dept,
Duct Summary
Notes, Static pressure avagoble values for return duds are atthe entrance of the duct. For supply, they are at the exit.
The cumulative static pressure lossvalue for a return trunk is ith 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 pressurelosses entered, and the cumulative may also incline the total static pressure loss of the return
side.
Number of active tr trtks: 1
Number of active runouts: t
Total runout outlet airflow 1,196
Main trunk airflow: 1,026
Largest trunk diameter. 16.6 SMT -iii
Largest runout diameter, r R-100
Smallest trunk diameter: 12.9 6T-670
mallest runout diameter,14 t2mtiiti
System duct surface area (No Scenario): 364.6
System duct surface area (Scenario 1): 374.6 Attic (Linked to duct load)
Total systema duct surface area: 739.3
Furnace Blower r data
AM I
WN T
RETURN-AIR
stm
CO:NNF-C"nON
040-10
SIMSOTTOM
040-12
SIOFAOTTOM
-1—:z—MI
-1
i
� + • �:.
.� a�. f.., i :�s ^af �t r � ee � e�� � ... �� .r �x a �- >t � ,�:-
°� w., «
.x c:'
a � s w
a M e
M:
Detailed Cooling Capacities
LQ9,4L 2847 27,02
2,,06
27,OD
VAO
—7--
Z29
-- —
MOO
—' --
—25"
—
2"
--T
_ _ --—
25,-04 -5—.04
2,05
—9,01
7,01
:F29
F OO
ig89
53
— --REM—
$2.83 1&14
2.13
3140
M65
2.35
29,91
17,14
219
A3 -3O
2.1s
29,03
MOO
2.34
27,62
2226
2,58
1125 22,57
2,12
27,32
22,06
2,34
2545
21,40
2,58
28,79 2&79
212
2711
27,71
Z34
Sensible Heat Gain =19714 BTUs
AC Delivers ((TOTAL-SENS)/2)+SENS
((25390-19070)/2)+19070=
22230 BTUS
19727/22230 =.89 or 11% over
Equipment: SYSYTEM 2 (2 FLOOR)
Furnace = Carrier Model 59SC2BO60SI7--16(60000 BTU)
Air Conditioner = Carrier Model CA13NA024****(AB) (2 Ton)
Evaporator Coil = Carrier Model CNPH*3017AL*+TDR (2.5 Ton)
Duct Summary
Notes, Static pressure wallable values for return ducts are at the entrance of the duct. For supply, they are at the Exit,
The cumulative static pressure loss value for a return trunk Is with respect to the entry poll nt of the return runout upstream
with the highest static pressure available, Total and Cumulative Static pressure loss values for ther supply main trunk
include any device pressure losses entered, and the cumulative may also Include the total static pressure toss of the return
side.
Number OF aCtlVe IrUrk$:
V
Number of active rrouts:
16
Total runOUtoutlet alrflaw:
%6
Main Mink airflow,
q14 9
Larplest trunk diameter
16 SMT -400
Largest runcHA diameter
8 SR -310
Smallest trunk diameter:
16 SMT -400
System duct surface area (Scenario 1): 5023 Attic (Linked to duct load)
Total system duct surface area, 5023
t ..
#
• R it R'. # M Y
# #
4 » +as+
,1
w
■�������i����W����AN����ui1���4lwlR
,`�'d1eG'tl
#
b
e
a
.•s • • '
,�+
.y lA :i:, 'f 8 � !E c, ,?�.p A 8i # i... fMb to 6.
k 9 "
3A
i
t Y
i t
g. . R
::
.:
M 8 W4
F
x [ ^�.,„
w � "* i � ��
Y
4V" ! �
# # 8
q t i t'.
.. r « ,. �. .. gg pp
M
Y �
d
k
......
1
_:
«!
Sensible Gain from !Manual 9 =18478 BTUs
C Delivers ({TOL- ENS)/2)+ EN = ((21600-16080)/2)+16080= 18840 BTUs
18478/18840=.98 or 2°I Over
Mdt
A
JY�
,
w
xi
Sensible Gain from !Manual 9 =18478 BTUs
C Delivers ({TOL- ENS)/2)+ EN = ((21600-16080)/2)+16080= 18840 BTUs
18478/18840=.98 or 2°I Over
------ - --- ____ - — ----- --- -------- __ ---------- -
Project Repoil
Project Title:
Standard Pacific Fireside At Applewood 5050
Designed By:
Chad Morris
Project Date:
Friday, February 14, 2014
Client Name:
Standard Pacific
Client Address:
7800 East Dorado Place Suite 220
Client City:
Greenwood Village, CO. 80111
Client Phone:
(303)846-8553
Company Name:
Smith And Willis Heating And Air LLC
Company Representative:
Andy O'Leary
Company Address:
6121 Clermont St.
Company City:
Commerce City, CO. 80022
Company Phone:
(303)688-4487 ext 102
Company E -Mail Address:
aolearypsmithandwillis.com
Reference City:
Wheatridge, Colorado
Building Orientation:
Front door faces Northeast
Daily Temperature Range-,
High
Latitude:
39 Degrees
Elevation-
5476 ft,
Attitude Factor:
0.817
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hurn P" Bulbif
— PLference
Winter:
1 0.2 80% 30% 70 34.18
Summer:
91 59 15% 50% 75 -39
Total Building Supply CFM:
1,975 CFM Per Square ft.: 0.372
Square ft. of Room Area:
5,310 Square ft, Per Ton: 1,905
Volume (W) of Cond. Space:
51,690
Total Heating Required Including Ventilation Air: 77,327 Btuh 77,327 MBH
Total Sensible Gain:
38,191 Btuh 100 %
Total Latent Gain:
-4,739 Btuh 0 %
Total Cooling Required Including Ventilation Air: 38,191 Btuh 3.18 Tons (Based On Sensible + Latent)
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per RCCA Manual J 8th Edition, Version 2, and ACOA 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:\ .,.\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Y-.\.,,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014, 11:51 AM
.3sual D DOct Svstem
•
---Duct Name: SR -100, Supplies: Great Room, Fittings: 4MG, -1, Effective Length: 92.2
Runout
0.0003
7
344
0.005
Up: T-580
55
5.4
0.030
0.032
Rnd
17.3
7,7
74.9
0.027
Presize
92
31.6
0.293
0.502
---Duct Name: SR -110, Supplies:
Creat Room, Fittings: 2-1,4-H, Effective Length: 55.4
Runout
0.0003
7
344
0.003
Up: ST -670
55
5.4
0.030
0.013
Reid
10.0
7.7
45.4
O.016
Presize
92
13.3
0.308
0.492
--- Duct Name: SR -120, Supplies:
Opt Office/HobbytMudRm, Fittings: 4-H, 2«1, 8-A2,
8-A2, Effective
Length: 04.5
Runout
0.0003
7
415
0;009
Up: ST -690
55
5.4
0,041
0.026
Rnd
20.8
7.7
633
0.035
Presize
111
38
0.293
0.507
---Duct Mame: SR -130, Supplies:
Kitchen/Nook, Fittings;
2-1, -G, Effective Length:
70.
Runout
0.0003
7
262
0.003
Up. ST -700
55
5.4
0,018
0.010
Rnd
16.6
7.7
53.7
0,013
Presize
70
30.4
0.315
0.485
-w.Duct Marne: SR -140, Supplies:
Kitchen/Nook, Fittings:
4-G, 2-1, Effective Length:
76.9
Runout
0.0003
7
262
0,004
Up. ST -620
55
5,4
0,018
0.010
Rnd
23.3
7.7
53.7
0.014
Presize
70
42.6
0.314
0.486
---Duct Name: SR -150, Supplies:
Dining, Fittings. 4-H, 2-1, Effective Length: 48.7
Runout
0.0003
7
288
0.001
Up: ST -670
55
5.4
0.022
0,009
Rnd
5.2
7,7
4:3.6
0.011
Presize
77
9.5
0.314
0.486
---Duct Dame: SR -160, Supplies:
Bath 3, Fittings: 4-H, 2«1, Effective Length: 38.8
Runout
0.0003
3
367
0.019
Up: T-590
128
2.4
0.088
0.015
Rnd
21.4
3,3
17.4
0.034
Presize
18,
16.8
0,291
0.509
-.-Duct Name: SR -170, Supplies:
Bedroom 4, Fittings: 4-G, -1, Effective Length: 81.7
Runout
0.0003
7
262
0.006
Up, T-630
55
5.4
0,018
0.011
Rnd
34.3
73
57.4
0.017
Presize
70
62.9
0.309
0,491
---Duct Name: SR -180, Supplies:
Entry, Fittings: 4-G, 2-1, Effective Length: 91.8
Runout
0.0003
7
266
0.003
Up. T-610
128
5.4
0.017
0.012
Rnd
19.8
77
71.9
0,016
Presize
71
36.3
0.311
0.489
Y:l ...AStandard Pacific Plan 5050.rhv
Tuesday, February 18,
2014,11:51 A
---Duct Name: SR -340, Supplies: Great Room, Fittings: 4-G, 2-1, Effective Length: 86.2
Runout 0,0003 7
344
0.005
Up, ST -610 55 5.4
0.030
0.020 1
Find 172 7,7
WO
0.026
Presize 92 31.5
0.301
0,499
--- Duct Name: SR -350, Supplies: Bedroom 4, Fittings: 4-G, 2-1, Effective Length: $7.4
Runout 0.0003 7
262
0.005
Up: ST -680 55 5.4
0.018
0.011
Find 263 73
61.1
0.016 fi
Presize 70 48.1
0,309
0.491
__-Duct Name: SR -360, Supplies- Kitchen/Nook, Fittings: 4-H, 2-1, Effective Length: 53.0
Runout 0.0003 7
262
0.001
Up- ST -520 55 5.4
0.018
0.008
Find 6.8 7.7
46.3
0.010 11
Presize 70 12,4
0.319
0.481
---Duct Name: ST -670, Feeds Into: Rec Room, Effective Length: 0.7
Trunk 0.0003 12.9
174
0,000
Up: ST -680 55 14
0.005
0.000
Rect 0.7 10
0.0
0.000
Presize 169 2.7
0.325
0.475
---Cruet Name: ST -620, Feeds Into: Meeh Room, Effective Length: 0.8
Trunk 0.0003 16.9
408
0.000
Up: ST -520 55 25
0,017
0,000
Rect 0.8 10
0,0
0.000
Presize 709 4.4
0.328
0A72
... Duct Name: ST -610, Feeds Into: Rec Room, Effective Length: 5.9
Trunk 0.0003 15,2
460
0.001 1
Up: ST -620 55 20
0.022
0.000
Rect 5.9 10
0r0
0.001
Presize 639 29.6
0.327
0.473 1
---Duct Name: ST -600, Feeds Into: Rec Room, Effective Length: 6.3
Trunk 0.0003 15.2
354
0.001
Up: ST -610 55 20
0.014
uoo
Rect 63 10
0.0
0.001
Presize 491 31.2
0.326
0,474
---Duct Name: ST -590, Feeds Into: Rec Room, Effective Length: 2.4
Trunk 0.0003 15,2
300
0.000
Up: ST -630 55 20
0,010
0.000
Rect 2.4 10
0.0
0:000
Presize 417 12.1
0,326
0,474 1
---Duct Name: ST -580, Feeds Into: Rec Room, Effective Length: 0.9
Trunk 0.0003 12,9
419
0.000
Up: ST -590 55 14
0.022
0.000
Rect 0.9 10
0.0
OZO
Presize 407 3,7
0.325
0.475
Y -\.,.\Standard Pacific Plan 5050,rhv Tuesday, February 18, 2014,11:51 AM
---Duct Name: ST -540, Feeds Into: BSMT Rath, Effective Length: 2.0
Trunk
0.0003
12.9
132
0,000
Up: ST -700
128
14
0.003
0.000
Rect
2.0
10
0.0
0:000
Presize
128
8
0.328
0,472
---Duct Name: SST -100, Feeds Into: Mcch Room, Fittings:
1-F',1-02, Effective
Length: 127,1
Trunk
0.0003
18.0
402
0.000
Up: Fan
55
25
0.020
0.025
Rect
0.4
12
125.7
0.404
Presize
1,025
2.2
0.329
0.471
--Duct Name: SR -200, Supplies:
BSIVIT Bedroom 6,
Fittings: 4 -AD, 2-1, Effective
-Length: 67.2
Runout
0.0003
7
217
0,002
Up. ST -530
55
5.4
0:013
0.007
Rnd
15.9
7.7
51.3
0.009
Presize
58
29.2
0.319
0.481
---Duct Larne: SR -220, Supplies:
BSMT Rath, Fittings: 4 -AD, 2-1, Effective Length: 27.7
Runout
0.0003
4
218
0.000
Up. ST -550
128
3.1
0.024
0.006
Rnd
1.8
4.4
25.9
0.007
Presize
19
1,9
0.321
0.479
---Duct Name: SR -190, Supplies:
Rec Room, Fittings:
4 -AD, 2-1, Effective
Length: 67.4
Runout
0.0003
7
228
0,001
Up: ST -660
128
5.4
0.013
0.008
Rnd
6.0
7.7
61.4
0,009
Presize
61
11
0,316
0.484
---Duct Name: SR -370, Supplies:
Unfinshed Storage, Fittings: 4 -AD, 2 -1,8 -A2,8 -A2, Effective Length: 75.5
Runout
0.0003
6
234
0.004
Up. T-690
128
4.7
0,017
0,009
Rnd
21.5
6.6
54.0
0.013
Presize
46
33.8
0.315
0:485
---Duct Name: SR -420, Supplies:
Unfinished Storage A, Fittings: 4 -AD, 2.1, Effective Length: 87.5
Runout
0.0003
7
180
0.003
Up: ST -600
128
5.4
0.009
0«005
Rnd
33.3
7.7
54.3
0;007
Presize
48
60.9
0.319
0.481
---Duct dame: SR -430, Supplies:
Rec Room, Fittings: 4 -AL1; 2-1, Effective
Length: 72.5
Runout
0.0003
7
228
0.001
Up: ST -660
128
5.4
0,013
0.008
Rnd
11.2
7.7
61.4
0,009
Presize
61
20.5
0.316
0.484
---Duct Name: ST -520, Feeds Into: Mech Room, Effective Length: 2.7
Trunk
0.0003:
16.9
449
0.001
Up: SMT -100
55
25
0.020
0.000
Rect
2,7
10
0.0
0.001
Presize
779
15,6
0.328
0,472
Y:\ ...\Standard Pacific Plan 5050.rhv
Tuesday, February 18, 2014, 11:51 AM
---Duct Name: ST -530, Feeds Into: Mech Room, Effective Length: 8.3
Trunk
0.0003
12,9
Up: SMT -100
55
14
Rect
83
10
Presize
246
333
---Duct Name: ST -550, Feeds Into: BSMT Bath, Effective Length: 3.0
Trunk
0.0003
12.9
Up: ST -530
55
14
Rect
3.0
10
Presize
188
12
--- Duct Name: ST -630, Feeds Into: Rec Room, Effective
Length: 2.3
Trunk
0,0003
15.2
Up: ST -600
55
20
Rect
2.3
10
Presize
487
11.2
--Duct Name: ST -660, Feeds Into: Dec Room, Effective
Length: 2.1
Trunk
0,0003
12.9
Up: ST -580
55
14
Rect
2.1
10
Presize
315
8.3
253
0.001
0.009
0.000
0,0
0.001
0.328
0.472
193
0000
4.006
0 000
0.0
0,000
0.328
0.472
351
0.000
0.014
0:000
0,0
0.000
0.326
0.474
324
0.000
0.014
0.000
0,0
0.000
0.325
0.475
---D ct Name: ST -680, Feeds Into: Rec Room, Effective Length: 0.9
Trunk 0.0003 12.9
246
0.000
Up: ST -660 55 14
0.009
0.000
Rect 0.9 10
0,0
0.000
Presize 239 3.7
0.325
0.475
..Duct Name: ST -690, Feeds Into: BSMT Bath, Effective Length: 3.6
Trunk 0.0003 12,9
132
0.000
Up: ST -540 128 14
0.003
0.000
Rect 3.6 10
0.0
0.000
Presize 128 14,3
0.328
0.472
...Duct Name: ST -700, Feeds Into: BSMT Bath, Effective Length, 2.8
Trunk 0.0003 12.9
190
0.000
Up: ST -550 55 14
0.005
0.000
Rect Z8 10
0,0
0.000
Presize 185 113
0,328
0.472
Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow- CFM, Velocity: ft./min, Temperature: F
Y.\ -AStandard Pacific Plan 5050.rhv Tuesday, February 18, 2014, 11:51 AM
Largest trunk diameter:
18.6
s
SMS` -100
Largest runout diameter:
7
SP -100
Smallest trunk diameter:
12.9
ST -670
Smallest runout diameter:
3
SR -1{}
Supply fan external static pressure:
0.800
Supply fan device pressure losses:
0.37
Supply fan static pressure available:
0.421
Runout maximum cumulative static pressure loss.
0.503
Sid -160
Return loss added to supply:
0.067
Total effective length of return ( ft.):
258.5
Main Floor
Total effective length of supply ( ft.):
186A
SR -160
Overall total effective length ( ft.):
442.6
Main Floor to SR -1
Design overall friction rate per 100 ft.:
6,095
(Available SP x 100 /TEL)
i
System duct surface area (leo Scenario):
364.6
System duct surface area (Scenario 1):
374.8
Attic (Linked to duct load)
Total system duct surface area:
730.3
i
i
1
i
1
I
I
l
i
s
i
i
f
i
E
a
s
Y:\ ...\Standard Pacific Plan 5050rrhv Tuesday, February 18, 2014, 11:51 A
---Duct Name: SMT -400, Feeds Into: Master Bath, Fitting: I -C, Effective Length: 44.4
Trunk
0.0003
16
680
0.000
Up: Fan
55
12.4
0.036
0.016
Rnd
0.3
17.5
44.1
0.324 1
Presize
949
1.4
0.419
01.331 !
---Duct Name: SR -240,
Supplies: Bedroom 3, Fittings: 4 -AD, 2-1, Effective Length: 47.2
;
Runout
0,011
6
250
0.008 1
Up: ST -760
55
4.7
01.034
0.008
Rnd
24,5
6.6
22.7
0.016
Presize
49
38.5
0.4012
0.398
--- Duct Name: SR -250,
Supplies: Bedroom 2, Fittings: 4 -AD, 2-1, Effective Length: 47.0
Runout
0.01
7
288
0.007
Up: ST -780
55
5.4
0.036
0»010
Rnd
18.7
7.7
28.3
0.017
Presize
77
34.3
0.400
0.400. 1
---Duct Name: SR -260,
Supplies: Bath 2 Fittings: 4 -AD, 2-1, Effective Length: 30.4
Runout
0.01
4
241
0.008
Up: ST -780
128
3.1
0.048
0.007
Rnd
15.9
4.4
14.5
0.015
Presize
21
16.6
0.402
0.398
i
---Duct Mame: SR -280,
Supplies: Laundry, Fittings:
4-A, 2-I, Effective Length: 26.0
Runout
0.01
5
367
0.007
Up. ST -760
55
19
0.093
0.017
Rnd
8.1
5.5
17.9
0.024
Presize
50
10.5
0393
0.407
---Duct dame: SR -290,
Supplies: Master Bedroom, Fittings: 4 -AD, 2.1, Effective Length: 58.4
Runout
0.01
7
322
0„009
Up. ST -730
55
5.4
0.045
0.017
Find
19.8
7.7
38.6
0.026
Presize
86
36,2
0.392
0.408
---duct Name: Rif -300,
Supplies: Master Bedroom, Fittings: 4 -AD, 2-1, Effective Length: 57.3
Runout
0.01
7
322
0:008
Up: T-710
55
5.4
0,045
0.017
Find
18,6
7.7
38.6
0.0126
Presize
86
34.1
0.393
0.407
---Duct Name: R-310,
Supplies: Master Rath, Fittings: 4 -AD; 2-I, Effective Length:,
56,7
Runout
0.01
8
315
0.004
Up: ST -720
55
6.2
0.036
0.017
Find
10.4
8.7
46.3
0.020
Presize
110 '
21.7
0.398
0.402 I
---Duct Name: SR -320,
Supplies: Her WIC, Fittings:
4 -AD, 2-1, Effective Length: 241,5
Runout
0.01
4
309
0;008 !:
Up: SMT -400
128
3.1
0.080
0.012
Rnd
9.7
4.4
14.7
0.020
Presize
27
10.2
0.399
0.401
Y:\ ..y\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
---Duct Name: SR -330, Supplies: Open To Below/Upper Hall, Fittings: 4 -AD, 2-I, Effective Length: 48.0
Runout 0.01
8
304
0:001
Up: ST -720 55
6.2
0.033
0.015
Rnd 1.8
8.7
46.3
0,016
Presize 106
3.7
0402
0.398
-a-Duct Name: SR -380, Supplies: Bedroom 2, Fittings: 2-1, -AD, Effective Length. 48.8
Runout 0.01
7
288
0.007
Up ST -780 55
5:4
0.036
0.010
Rnd 20.5
7.7
28.3
0,018
Presize 77
37.6
0.400
0.400
-a-Duct Deme:. SR -390, Supplies: Bedroom 3, Effective Length: 24.3
Runout 0.01
6
250
0.008
Up: ST -760 55
4.7
0.034
0.000
Rnd 24.3
6.6
0.0
0.008
Presize 49
38.2
0.409
0.391
---Duct Name: SR -400, Supplies: Bonus FlmiOpt Dedrm 5/Opt MSTR Retreat, Effective Length: 21.5
Runout 0.01
7
228
0x 005
Ip: T-740 55
5,4
0.023
0.O00
Rnd 21,5
7.7
0.0
0.008
Presize 61
39.4
0.413
0.387
---Duct Name; R-410, Supplies: Master Bedroom, Effective
Length: 22.5
Runout 0.01
7
322
0.010
Up: ST -720 55
5.4
0.045
0.000
Find 22.5
7.7
0.0
0.010
Presize 86
41.3
0.408
0.392
--- Duct Name: T-'710, Feeds Into: Open To Below/Upper Hall, Effective Length. 0.6
Trunk 0.0003
16
668
0.000
Up: SMT -400 55
12.4
0.035
0,000
Rnd 0.6
17.5
0.0
0.000
Presize 932
2.4
0.419
0.381
---Duct Name: aT-720, Feeds Into: Open To Below/Upper Hall, Effective Length: 0.8
Trunk 0.0003
16
595
0.000
Up: ST -710 55
12.4
0,028
0.000
Rnd 0.8
17.5
0.0
0.000
Presize 830
3.1
0.419
0.881
---Duct Name. RT -730, Feeds Into: Open To Below /Upper Hall, Effective Length. 0.9
Trunk 0.0003
16
378
0.000
Up: T-720 55
12.4
0.013
0.000
Rnd 0.9
17.5
0.0
0.000
Presize 528
3.8
0.418
0.382
---Duct Name: R-440, Supplies: WC, Effective Length: 12.8
Runout 0.01
4
183
0,004
Up: T-710 55
3.1
0.033
0.000
Rnd 12.8
4.4
0.0
0.004
Presize 16
13.4
0.415
0.385
Y:0 ...\Standard Pacific Plan 5050.rhv
Tuesday, February 18, 2014;11;51
A
---Duct Name: ST -740, Feeds Into: Open To Below/Upper Hall, Effective Length: 4.5
Trunk 0,0003 16
317
omo
Up: ST -730 55 12.4
0.009
0,000
Rnd 4,5 17.5
0.0
0,000
Presize 442 18.8
0A18
0.382
---Duct Name: SR -450, Supplies: Bonus Rm/Opt Bedrm 5/Opt MSTR Retreat, Effective Length: 22.0
Runout 0.01 7
228
0.005
Up: ST -770 55 5,4
0.023
0,000
Rnd 22.0 7.7
0.0
0.005
Presize 61 40.3
0.412
0.388
---Duct Name: SR -460, Supplies: Opt BR 5 Bath, Effective Length: 7.9
Runout OV 4
46
0.000
Up: ST -750 55 3.1
0.002
0.000
Rnd 7.9 4.4
0.0
0:000
Presize 4 8.3
0,418
0.382
---Duct Name: ST -750, Feeds Into: Open To Below/Upper Hall, Effective Length: 2.2
Trunk 0.0003 16
273
0.000
Up: ST -740 55 12.4
0,007
0.000
Rnd 2.2 17.5
0.0
0.000
Presize 381 9.1
0,418
0.382
---Duct Name: ST -760, Feeds Into: Open To Below/Upper Hall, Effective Length: 4.3
Trunk 0,0003 16
270
omo
Up: ST -750 55 12.4
0,007
0.000
Rnd 43 17.5
0,0
0.000
Presize 377 18.2
0,418
0.382
---Duct Name: ST -770, Feeds Into: Open To Below/Upper Hall, Effective Length: 2.1
Trunk 0,0003 16
164
0,000
Up: ST -760 55 12,4
0.003
0.000
Rnd 2.1 17.5
0.0
0.000
Presize 229 8.7
0.417
0.383
---.Duct Name: ST -780, Feeds Into: Open To Below/Upper Hall, Effective Length: 2.9
Trunk 0.0003 16
120
0.000
Up: ST -770 55 12.4
0.002
0,000
Rnd 2.9 17.5
0.0
0.000
Presize 168 122
0.417
0.383
111111 11 !!Ili iiii IT iiiiii i IN! I I
Y.\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Total runout outlet airflow.
966
I
Main trunk airflow.
949
Largest trunk diameter:
16
SMT -400
Largest runout diameter:
8
SR -310
Smallest trunk diameter:
16
SACT -400
Smallest runout diameter:
4
SP -260 r
Supply fan external static pressure:
0.800
Supply fain device pressure losses:
0.308
}
Supply fan static pressure available:
0.492
i
Runout maximum cumulative static pressure loss:
0.408
R-290
Return bass added to supply:
0.057
"katal effective length of return ( ft.):
253.3
Upper Floor Ceiling
Total effective length of supply ( ft.):
105.1
SR -290
Overall total effective length ( ft.):
358.4
Upper Floor Ceiling to R-290
Design overall friction rate per 100 fL
0.337
(Available SP x 1001 TFL)
System duct surface area. (Scenario 1):
502.3
k
Attic (Linked to duct load) I
Total system duct surface area..:
G
k
{
502.3
I
3
i
h
I
I
I
E
i
f
Z
P
k
i
d
P
`(:l ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
---i uct Name: BR4 High, Returns From: Entry, Fittings:6-G,12-T, 6-C, Effective Length: 69.5
Runout
0.0003
7
262
0.004
Up: RT -360
75
5.4
0.018
0.009
Rnd
203
7.7
49.3
0.012
Presize
70
37.1
-0.019
0,012
---Duct Name: Main Low B, Returns From: Entry, Fittings:
6-G, 12-S, 6-C, Effective Length. 40.5
Runout
0,0003
7
318
0.001
Up: RT -330
75
5.4
0.025
OVO i
Rnd
22
7.7
38.4
OV O
Presize
85
4
-0,023
0.010
-._Duct Name: Main Low A, Returns From: Entry, Fittings:
6-G, 12-S, 6-C, Effective Length: 40.5
Runout
0.0003
7
318
0.001
Up: RT -300
75
54
0.025
0.010
Rnd
2.2
73
38.4
OVO
Presize
85
4
-0.024
OVO
---Duct Name: Main Floor, Returns From: Dining, Fittings:
6 -G,12 -S, 6-C, Effective Length: 117.4
Runout
0.0003
10
422
0.003
Up, RT -350
75
7.8
0,026
0.029
Rnd
9.8
10.9
107.7
oml
Presize
230
25.5
0,000
0.031
---Duct Name: BR4 Low, Returns From: Entry, Fittings: 6 -G,12 -T, 6-C, Effective Length: 123.1
Runout
0.0003
7
262
0.004
Up: RT -380
75
5.4
0V8
0.018
Rnd
203
73
102.8
0:0229 1,
Presize
70
37.1
-0,009
0V2.
---Duct Name: Main HIGH & LOW, Returns From: Dining, Fittings: 6-C, 6-+0;12-T,
Effective Length: 81.5
Runout
0.0003
11.5
487
u01
Up: RT -310
75
20
0,038
0.030
Rect
1.6
6
79.9
0.031
Presize
406
6.9
0.000
0.031
---Duct Name: RT -390, Feeds From: Rec Room, Effective Length: 3.1
Trunk
0.0003
16.9
81
0.000
Up: RT -350
75
25
0:001
0,000
Rect
3.1
10
0.0
0.000
Presize
140
18
-0.031
0.022
---Duct Name: RT -380, Feeds From: Rec Room, Effective Length: 2.1
Trunk
0,0003
16.9
40
0.000
Up: RT -360
75
25
0.000
0.000
Rect
2.1
10
0.0
0.000
Presize
70
122
-0.031
0.022
...Duct Name: RT -360, Feeds From: Rec Room, Effective Length: 2.1
Trunk
0.0003
16.9
81
0.000
Up: RT -390
75
25
0.001
0.000
Rect
2.1
10
0.0
0.000
Presize
140
12.2
-0,031
0.022
Y:\.,,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
_--Duct Nance; RT -350, Feeds From: Re `Room, Effective Length. 1;0
Trunk 0.0003 16.9
213
0.000 s
U: RT -310 75 25
0.005
0.000
Rect 1.0 10
0.0
0:000 i
Presize 370 5.8
_0.031
0:063
---Duct Name, RT -340, Feeds From: Mech Room, Effective Length. 5.3
Trunk 0.0003 16.9
501
0:002
Up: RT -320 75 25
0:031
0.000
Rect 5.3 10
0.0
O7 002
Prize 1,026 30.6
-0.031
0.064
---Duct Name: RT -330, Feeds From: Mach Room, Effective Length: 1.1
Trunk 0.0003 16.9
640
0.000
Up: RT -300 75 25
0.036
0.000
Rect 1.1 10
0.0
0:000
Presize 1,111 6.
_-0.033
0.066
---duct Name: T-320, Feeds From: Mech Room, Effective Length. 0.
i
it
Trunk 0.0003 16.9
591
0.000
Up. RT -330 75 25
0.031
0.000
Rect 0.8 10
0.0
0.000
Presize 1,026 4.9
`0.033
0.065
---Duct Name. RMT -290, Feeds From: Mech Room, Pittings. 5-A, -J1, Effective Length: 127.6
Trunk 0.0003 18.6
574
0.000
Up, Fan 75 25
0.025
0.032 F
Rect 0.5 12
127.1
0.032 s
Presize 1,196 2.9
4035
0.067
---Duct Name. RT -300, Feeds From: Mech Room, Effective Length. 2.1
Trunk 0.0003 16.9
689
0.001
Up: RMT -290 75 25
17.041
0.000
Rect 2.1 10
0.0
0.001
Presize 1,196 12.2
4034
0.066
--- Duct dame. RT -310, Feeds From: Rec Room, Effective Length: 1.3
€
Trunk 0.0003 16.9
447
0.000
Up. RT -340 75 25
0.019
0.000
Rect 1.3 10
0.0
0,000
Presize 776 7.
-0.031
0.064
---Duct Name. Bsmt Low, Returns From: Mech Room, Fittings: 6-i3, 6-C, 8-A2, Effective Length: 61.0
i Runout 0.0003 10
458
0.001
U. RT -340 75 7.8
0.031
0.018
Rnd 2.8 10.9
58A
0.019
I Presize 250 7.4
-0.013
0.019
Report Units. Pressure: in.wg, Duct lengths: feet, Duet sizes: inch, Airflow: CFM, Velocity: ft.1min, Temperature: F
Y:\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014, 11:51 AM
Y:\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
---Duct Name: Master Ceiling, Returns From: Master Bedroom, Fittings: 6 -t..,11 -A, Effective Length: 140.3
966
Runout
0.0003
14
385
0.001
Up: RMT -180
75
10.8
0.015
0.020
Rnd
7.5
15.3
132,8
0.021
Presize
411
27.6
-0.003
0.021
---Duct Name: RMT -180, Feeds From: Master Both,
Fitting: 5-A, Effective Length: 74.1
Total effective length of return ( it,):
Trunk
0,0003
15,3
710
0.000
Up: Fan
75
14
(7.045
0.033
Rect
0.6
14
73,6
0.033
Presize
966
2.7
-0.024
0.057
Total runout outlet airflow:
966
Main trunk airflow:
966
Largest trunk diameter:
153
RMT -180
Largest runout diameter:
16
Upper Floor Ceiling
Smallest trunk diameter:
153
IMT -180
Smallest runout diameter:
14
Master Ceiling
Runout maximum cumulative static pressure loss:
0.024
Upper Floor Ceiling
Return loss added to supply:
0.057
Total effective length of return ( it,):
2513
Upper Floor Ceiling
System duct surface area (Scenario 1):
120.4
Attic (Linked to duct load)
Total system duct surface area:
120.4
• is an ACCA approved ffianuall J and-iTlanual D computer program,
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All •+ results are estimates as building use and weather may vary.
• seAs4le ?.Ai 1,-atQnt I*a-O ?GQ#,r*iAg7t*j tkP. m,2*uf-2c.turer's,,#,erf+riti2.xce ;zt
• •e conditions.
Y:\.,.\Standard Pacific Plan 5050,rhv Tuesday, February 18, 2014,11:51 AM
value 0.31, SHGC 0,33
SP Front. boor-
44
534
0
170
170
SP -Fire Door: Door-
17.8
216
0
69
69
R11 Draped -9. Wall -Basement, Custom, R11 Draped
1046.8
3,798
0
50
50
15B15 -O -8: Wall -Basement, , framing with R-15 sill to
1139
4,222
0
109
109
floor in 2 x 4 cavity, core, no board insulation, plus
interior finish, good studs, 8' floor depth
12F-Osw, Wall -Frame, R-21 insulation in 2 x 6 stud
3436.2
15,411
0
2,526
2,526
cavity, no board insulation, siding finish, wood studs
16B-38: hoof/Ceiling-Under Attic with Insulation on Attic
2199
3,945
0
2;628
2,628
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attics No Radiant Barrier, Stark
Asphalt Shingles or mark fetal, Tar and Gravel or
Membrane, R-38 insulation
21 A-32: Floor -Basement, Concrete slab; any thickness, 2
1732.7"
2,392
0
0
0
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 32" wide
0P-30: Floor -Over open crawl space or garage, Passive,
480,6
1,161
0
102
102 '.
R-30 blanket insulation, any cover
Subtotals for structure:
42,507
0
19,922
19,922 ,
People.
7
1,400
1,610
3,010
Equipment.
0
2,400
2,400
Lighting:
0
0
0
Ductwork.
14,916
-747
8;021
7,274
Infiltration: Winter CFM: 265, Summer CFM. 249
16„468
-5,392
3,575
-1,811
Ventilation: Winter CFM: 0, Summer CFM; 0
0
0
0
0
Humidification (Winter) 9.37 gal/day. .
3,437
0
0
0
AED Excursion
0
0
2,663
2,663 a
Total Building load Totals:
77,327
-4,739
38,191
33,452
Total Building Supply CFM: 1,975
CFM Per Square ft..
0.372
Square ft, of Room Area: 5,310
Square
ft. Per Ton.
1,905
Volume (W) of Cond, Space. 51,690
Total Heating Required Including Ventilation Air. 77,327
Btuh
77327
MBH
Total Sensible gain. 38,191
Btuh
100
°lam
Total latent Gain: -4,739
Btuh
0
%
Total Cooling required Including Ventilation Air. 38,191
Btuh
3.18
Tons (Based On Sensible
+ latent)
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building • 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:\ ...\Standard Pacific Plan'5050.rhv Tuesday, February 18, 2014,11:51 A
value 0.31, ShGC 0.33
SP Front: Door-
44
534
0
170
170
SP -Fire Door: Door-
17..8
216
0
69
69
R11 Draped -9. Wall -Basement, Custom, R11 Draped
1046.6
3,798
0
50
50
15B15 -taw -8: Wall -Basement, , framing with R-15 sill to
1139
4,222
0
109
109
floor in 2 x 4 cavity, core, no board insulation, plus
interior finish, wood studs, 8' floor depth
12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud
1977.9
8,868
0
1;453
1,453 f
cavity, no board insulation, siding finish, wood studs
16B-38: Roof/Ceiling-under Attic with Insulation on Attic
348.3
625
0
417
417
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark. Metal, Tar and Gravel or
i
Membrane, R-8 insulation
21 A-3. Floor -Basement, Concrete slab, any thickness, 2
1732.7
2„392
0
0
0
or more feet below grade, no insulation below floor,
i
any floor, cover, shortest Side of I floor I slab is 2' wide
i
Subtotals for structure.
26,326
0
9,754
9,754
People:
2
400
460
860
Equipment.
0
2,200
2,200 :
Lighting.
0
0
0 I
Ductwork.
5,939
-194
2,827
2,633
Infiltration. Winter CFM. 138„ Summer CFM: 129
8,530
-2,791
1,850
-941 i
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
Humidification (Winter) 5,05 gal/day :
1,851
0
0
0 i
AFD Excursion:
0
0
2„622
2,622
System 1 Basement & Main Floor Load Totals:
42,646
_2,585
19,714
17,128
Supply CFM: 1,025
CFM Per ,quare ft.:
l
0.296 j
Square ft. of Room Area, 3,461
Square
ft. Per Ton.
2,425
Volume (ftp) of Cond. Space. 34,7757
Total heating required Including Ventilation Air:
42„646 Btuh
42.646
MBH
Total Sensible Gain:
19,714 Btuh
100
ala
Total Latent Gain:
-2,585 Btuh
0
%
Total Cooling Required Including Ventilation Air:
19,714 Btuh
1.64
Tons (Based On Sensible
+ Latent)
R vac is an ACOA approved Manual J and Manual D computer program. i
Calculations are performed per RCCA Manual J 8th Edition, Version 2, and RCCA 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.
3
I
Y:\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014, 11:51 A
\ ------
Stand
---°2 2nd Floor SummqT,�qqq�__.
Stand Pac Fireside: Glazing -Standard Pacific Fireside, u- 241 5,157 0 6,782 6,782 I
value 0.31, SHGC 0.33
12F-Osw: Wall -Frame, R-21 insulation in 2 x 6 stud 1458..4 6,543 0 1,073 1,073
cavity, no board insulation, siding finish, wood studs
1513-38: Roof/Ceiling-lander Attic with Insulation on Attic 1850.7 3,3201 0 2,211 2,211
Floor (also use for Knee Walls and Partition F
Ceilings)„ Rented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and gavel or
Membrane, R-8 insulation
2OP-30: Floor -Cher open crawl space or garage, Passive, 480.6 1,161 0 1012 102
1 R-30 blanket insulation, any cover
Subtotals for structure: 16,181 0 10,168 10,168 [
People: 5 1,000 1,150 2,150
Equipment: 0 200 200
Lighting: 0 0 0
? Ductwork: 8,977 -552 5,193 4,641
Infiltration: Winter CFM_ 128, Summer CFM. 120 7,938 -2,601 1,725 -876 i
} Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Humidification (Winter) 4.32 gal/day : 1,585 0 0 0
AED Excursion: 0 0 41 41
System 2 2nd Floor Load Totals: 34,681 -2,153 18,478 16,324
i
Supply CFM: 950 CFM Per Square ft.: 0.514 I
Square ft. of Room Area: 1,849 Square ft. Per Ton: 1,359
Volume (ftp) of Cond. Space: 16,915
Tenial Heating Required including Ventilation Air.- 34,681 Btuh 34.681 MBH
Total Sensible Gain: 18,478 Btuh 100 °lam
Total Latent Gain: -2,153 Btuh 0 %
Total Cooling Required including Ventilation Air: 18,478 Btuh 1.54 Tons (Based On Sensible + Latent)
Rhvac is an \CCA approved Manual J and Manual D computer program.
i
Calculations are performed per ACOA Manual J 8th Edition, Version 2, and ACOA Manual D. I
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.
i
l
f
3,
j
I I
i
3 l
.-_ma.-.._-__
Y.\ ...\Standard Pacific Pian 5O5O.rhv Tuesday, February 18, 2014, 11.51 AM
------------ ..... ... ......... ..
ent'Data 7�3y Basement & Main Floor ----------- -------
Cooling
System Type:
Standard Air Conditioner
Outdoor Model*
CA13NA030 .... (A,B)
Indoor Model:
CNPV*3617AL*+TDR
Tradename:
CARRIER AIR CONDITIONING
Outdoor Manufacturer:
CARRIER AIR CONDITIONING
AHRI Reference No.:
6395167
Nominal Capacity:
27400
Efficiency-
13 SEED
Heating
System Type:
Natural Gas Furnace
Model:
59SC213060S1 7-16
Tradename-1
Carrier
Manufacturer:
CARRIER CORPORATION
Description:
Natural Gas or Propane Furnace
Capacity:
56000
Efficiency.
'
92.1 AFUE
-----------
Sp
Iy
Y. -\..,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
System Type:
Standard Air Conditioner
Outdoor Model:
CA13NA0 4****(A,R)
Indoor Madel:
CNPH*301 ✓AL*+TSR
Tradename:
CARRIER AIR CONDITIONING
Outdoor Manufacturer:
CARRIER AIR CONDITIONING
AHRI Reference No.:
6394909!,
Nominal Capacity:
23233 I
Efficiency:
13 SEER
Heating
I
System 'Type:
Natural Gas Furnace
Madel:
5 SC 606 S1 --1
Tradename:
Carrier
Manufacturer:
CARRIER CORPORATION
Description:
Natural Gas or Propane Furnace
Capacity:
56000
Efficiency:
92.1 AFI.IP
I
3
:
I
s�s
I
3
7
3
I
i
Y:\ --Standard Pacific Plan 5050.rhv Tuesday, February 16, 2014,11:51 AM
Calculation Mode:
•
Occurrences:
Length:
213.6
ft.
System
Number.Room
Width:
10
ft
Zone Number -
Area:
214O
sq.ft
Supply Air:
23
CFM
Ceiling Height-
10.0
ft.
Changes:Room
Supply Air
vofume
i
cu.ft,
Number
Air:
23
CFM
PercentRunout ,
,
Runout Duct Size:
4
in.
Actual Summer VenL:
0
CFM
Runout Air Velocity.
263
ft./min.
Percent of Supply:
0
%
Runout Air Velocity,-
263
Umin.
Actual Winter Infil.:
1
CFM
Actual Loss:
0059
in.wg./100 ft,
Actual Summer Infil.:
I
CFM
t
Floor -21A-32 1 X 213.6
2116
U20
14 295
00
0
0
for Structure-
924
0
7
Ductwork:Subtotals
Room Totals:
1,148
-19
26
r'.\ —\Standard Pacific Pian 5050.rbvTuesday, February 15, 2014, 11.51 AM
Room length:
15.3 ft.
System lumber:
1
Room Width:
14.5 ft.
Zone Number:
1
j
Area:
222.0 sq.ft.
Supply Air:
46
CFM
Ceiling Height:
10.0 _ft.
Supply Air Changes:
1.3
AC/hr
l
Volume..
2,223.0 cu.ft.
Req. hent. Clg.
0
CFM
Number of Registers.
1 ;
Actual Winter Vent..
0
CFM
Percent of Supply..
0
%
Actual Summer Vent..
0
CPM
Percent of Supply:
0
%
;
Actual Winter Infil.:
2
CFM
Actual Summer Infil.:
2
CPM
NW -Wall -R1 Draped -9 14.5 X 10
NE -Wall -R11 Draped -9 15.3 X 10
145
153.3
0.051" 3.6 526
0.051 3.6 556
0.0
0,0
0
0
6
SE -Wall -R11 Draped -9 14.5 X 10
145
0,051 3.6 526
0.0
0
7
Floor- 21 A-32 i X 222.3
222.3
0.020 1.4 307
0.0
00
Subtotals for Structure:
1,915
0
22 '
Infil.. Win.: 2.3, Sum.. 2,2
44
3.293 146
0122
-40
32
Ductwork:
351
11 }
AEE 11 Excursion:1111111I'llI'll
� .
Room Totals:
2,412
-46
75 ;
Y:l ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
10.2 'ft.
System Number:
1
r
Room Width:
6.2 ft.
Zone Number.
1
Area:
63.0 sq.ft.
Supply Air:
19
CFM
i
Ceiling Height:
10 0 ft,
Supply Air Changes:
1.8
AC/hr
Volume:
627.0 cu.ft.
Req, Vent. Clg:
0
CFM
Number of Registers.
1
Actual Winter Vent.:
0
CFM
z
Percent of Supply.:
0
%
Actual Summer Vent.:.
0
CFM
t
Percent of Supply:
0
%
Actual Winter lnfil,:
2
CFM
Actual Summer lnfil.:
2
CFM
NF -Wall -15815-g-8 10.e X 1
101.7
0.047 3.8 387
0.1
0
12
SIS-Wall-161316-0ver-8 6.2 X 10
61.7
0.047 3.8 235
0.1
0
7 I
Floor -21A-32 1 X 62,7
62.7
0.020 1.4 87
0.0
0
0
Subtotals for Structure:
700
0
19 1
lnfsl.: Win.: 1.7, Sum.: 1.6
33
3.274 107
0.704
-35
23
Ductwork:
139
8
AFt Excursson:
....... ,.
- #
Rooms Totals:
955
-35
58
:\ ...\Standard Pacific Plan 5050,rhv Tuesday, February 18, 2014,11:51 AM
t atculatlon Mode:
Htg. & clg:
Occurrences:
1
Room Length:
162.2 ft.
System Number::
1
Room Width:
1.0 ft.
Zane Number:
1
Area:
162;0 'sq.ft.
Supply Air:
111
CFM
Ceiling sleight:
10.1 1t.
Supply Air Changes:
4.1
AC/hr
Volume:
1,635.6 cu.ft.
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.:
19
CFM
Actual Summer Infil.:
18
CFM
SW-Wall-12F-Osw 15.1 X 10.1
122
0.065
4.5 547
0.7
0
90
NF-Wall-12F-Osw 10.5 X 10.1
105.0
0.065
4.5 475
0.7
0
78
SE -Wall -1 2F-Osw 10,8 X 10:1
108.4
0.065
4.5 486
0.7
0
80
SW -GIs -Stand P c Fireside shgc-
15
0.310
21 A 321
30.7
0
461
0,330%S
SW-Gls-Stand Pac Fireside shgc-
15
0.310
21.4 321
30.7
0
461
S
0,330%S
UP -Cell -1613-38 00.7 X 1
90.7
0.026
1.8 163
1.2
0
log
Subtotals for Structure.
2,313
0
1,279
Infel.: Win.: 19.4, Stars.. 18.1
366
3.287 1,204
0.713
-394
261
Ductwork:
599
305 1
AD Excursion.
283
Room Totals:
4,116
-394
2,128 a
Y:l ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
(A ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
' rqg Loadr
Calculation iY6VUGn.
Htg. tX clg.
: V.M�IaI L3Sk G+C#v�w"t.
Room Length:
382.7 ft.
System dumber.
Room Width.
1.0 ft.
Zane Number:
1
Area:
383.0 sq.ft.
Supply Air:
209 CFM
Ceiling Height:
10.1 ft,
Supply Air Changes:
3.3 AC/hr
f Volume:
3,858.0 cu.ft.
Reg. Vent, Clg:
0 CFM
4
Number of Registers:
3
Actual Winter Vent.:
0 CFM
1
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
t
E
Percent of Supply:
0 %
Actual Winter Infil.:
24 CFM
Actual Summer Infil.:
23 CFM
� SW-Wall-1F-Oswr14.1 X;10.1
111.E 0.065
4.5 5C}2
0.7 0
2
NW -Wall- 1F-Osw 6.2 X 10.1
38.2 0.065
4.5 171
0.7 0
28
NES-Wall-12F-Osw 13.1 X 10.1
131.8 0.065
4.5 591
0.7 : 0
97 4
_ Sly -Wall -12F -O w 12.3 X 10.1
124.0 0.065
4.5 557
0.7 0
91 s
I NW -Door -SP Front 3 X 8
24 0.176
12.1 291
3.9 0
93
SW-Gls-Stand Pac Fireside s gc-
15 0.310
21.4 321
303 0
461
0.33 O%S
SW -GIs -Stand Pac Fireside shg -
15 0.310
21.4 321
30.7 0
461
1 0.33 O%S
x
UP-Ceil11 8 62.1 X 1
. 62.1 4.026
1.8 111
1.2 4 ., .. ,
_
_. 74
.-165- _
t Subtotals for Structure;
„
2,865
0
1,387
Infil.: Win.: 24.4, Sunt.: 22.8
460
3.285 1,512
0.713 -495
328
fDuctwork:
746
578 �
AFl3 Excursion.
536
t Equipment:
0
1,200
j Hoorn Totals:
I
s
S
5,123
-495
4,029 1
{
i
t
I
I
s
y
1
1
{
(A ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
F Boom Length:
20,8
;ft.
System dumber:
1
Room Width:.
16.9
ft,
Zone Plumber:
1
Area:
352.0
sq.ft.
Supply Air.
277
CFM
Ceiling Height:
10.1
ft.
Supply Air Changes:
4.7
AC/hr
Volume:
3,554.0
cu.ft.
Req. Vent. Clg:
0
CFM
Plumber of Registers:
3
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent..
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
20
CFM
I
Actual Summer Infil.:
19
CFM
i
I
S4�t-Wall-1F-Osvv t3.8 1Cl.t
150
0.065
4.5 57'3
0.7 `
0
3
110 1
NW-Wall-12F-Osw 16.9 X 10.1
1501.6
0.885
4.5 675
0.7
0
111 P
SW-GIs-Stand Pac Fireside gc-
15
0.310
21.4 321
30.7
0
461
0.33 0°1 S
SW-Cls-Stand Pac Fireside shgc--
15
0.310
21.4 321
30:7
0
461
0.33 O%S
SW-Cls-Stand Pac Fireside hgc-
30
0.310
21.4 642
30.7 ,
0
922
0.33 0%S
NW-Gis-Stand Pac Fireside shgc-
10
0.310
21,4 214
25,5
256
0.330%S
NW-Cls-Stand Pac Fireside shgcr
10
0.310
21.4 214
25.8
0
258 i
0.330%S
Subtotals for Structure.
3,060
0
2,577
Infil.: Win.: 20.2, Sum.: 18.9
:381
3.285 1,250
0.712
-409
271
Ductwork:
734
763
AFC Excursion.
707
Equipment.-1111.1-1-1111 ..,
0
1 000
Room Totals.
5,044
-409
5,318
Y":\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
, .,.\ tander°d Pacific Plan 5O5O.rhv Tuesday, February 18, 2014,11:51 AM
i 5.*C /�G�: GJ L.. � ii �d 7�$ A f AP i!4� 9'r.'"✓' �t�'Gi f iJ't i Y
S
Calculation Mode:
Htg. & clg.
Occurrences:
1
Room Length:
279.8 ft.
System Number:
1
Room Width:
1.0 ft.
Zone Number:
1
Area:
2801.9 sq.ft.
Supply Air:
77 CFM
j
Ceiling eight:
10A ft.
Supply Air Changes:
1,6AC/hr
j Volume:
2,822.0 cu.ft.
Req. Vent. Clg:
0 CFM
Number of Registers:
1
Actual Winter Vent.:
0 CFM
Percent of Supply.:
0 %
Actual Summer Vent.:
0 CFM
s
Percent of Supply:
0 %
i
Actual Winter Infil.:
10 CFM
i
Actual Summer Infil.:
9 CFM
t
�NW-Wa!FI-12F-0�swI3.4 10.1
105.3 0.065
4.5 472 0.7
0
77
SE-Wail-12F-Osw 3.2 X 10. 1
15 0.065
4.5 67 0.7
0
! 1
I SE-Wall-1 F-Osw 1.7 X 10.1
16.8 0.065
4.5 75 X1,7
0
12
SE-Door-SP-Fire moor 2.7 X 6.7
17.8 0.176
12.1 216 3.9
0
69
N -Gls-Stand Pac Fireside hgc--
15 0.310
21.4 321 25.6
0
384
0.33 OTS
NW-CSIs-Stand Pac Fireside shgc-
15 0.310
21.4 321 25.6
0
384
0 33O%S
... - .. _ ......_
_........ ._......n .._. _ _.. _ .............
........ .v__ w _. _ _ .... ...
.........
_..... ... , .
Subtotals for Structure:
1,472
0
937 1
Infil.: Win.: 9.8, Sum.. 9.2
185
3.283 607 0.714
-199
132
Ductwork:
354
212
AED Excursion:
197
Room Totals:
2,433
-199
1,477
€
I
t
4
i
I
€
9
F 6
k
i
€
I
K
3iY!
I
1, _..,..._._ ...,.,:..y., ...._..»...... ..... ...n_., ,,_:;..,, .
.�..; _»,e,....,. .... _,.....,,. .
€
, .,.\ tander°d Pacific Plan 5O5O.rhv Tuesday, February 18, 2014,11:51 AM
Roorn length:
5.7
ft.
System Number,
1
Room Width:
9:6
ft,
Zone Number:
1
Area:
54.0
sq.ft.
Supply Air:
16 CFM
Ceiling Fright:
10.1,
ft.
Supply Air Changes:
1.9 AC/hr
Volume:
546.0
cu.ft.
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.:
5 CFM
Actual Summer Infil.:
5 CFM
I
NW-Wall-12F-Osw 9.6 X 10.1
Subtotals for Structure:
96.6
0.055
4.5 433
433
0.7 0
0
71
71 I
Infil.. Win.-. 5.1, Sum.: 4,8
97
3.233 317
0.715 -104
69
Ductwork.
128
26
AFC Excursion.
26
Room Totals.
676
-104
193
l
4
S
I
5
S
t
1
tl
I
1
3
lI
C
Y:\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 16, 2014,11:51 AM
Room Length..
15.3 ft.
System Number.
1
Room Width.
12,3 ft.
Zone Number. ,
1
Area,
195.0 sq.ft.
Supply Air.
140
CFM
i
Ceiling Height,
10.1 ft,
Supply Air Changes:
4.3
AC/hr
Volume.
1,971.0 cu.ft.
Req. Vent. Clg,
0
CFM
Number of Registers.
2
Actual Winter Vent.:
0
CFM
;
Percent of Supply..
0
%
Actual Surnmer Vent..
0
CFM
Percent of Supply:
0
°lam
Actual Winter Infil.:
22
CFM
Actual Summer lnfll,:
20
CFM
k
NWWaII-12FOs 12,3 X 10.1
110.:5
0.065
4.5 496
0,
0
I
81
NF-Wall-12F-Osw 15,3 X 10.1
136.5
0.065
4.5 612
0.7
0
100
SE -Wall- 1 2F-Osw 12,3 X 10,1
123.5
0.065
4.5 575
0.7
0
94
N -GIs -Stand Pac Fireside sg-
18
0.310
21.4 385
25.5
0
460 I
0.330%S
1
NF -GIs -Stand Pac Fireside shgc-
18
0.310
21,4 385
25,6
0
460
033 0%S
UP-Ceil1 B -38195,5X1.. .._ ._
'195.5 _..._O,0
_._.1..8 _ _,.351 ..
1 .2 _
._..,..
...._
_._.234
Subtotals for Structure:
2,805
0
1,429
}nfil.: Win.: 21..8, Sum.: 20.4
412
1285 1,352
0,712
-442
293 i
Ductwork::
708
387
AFib Excursion:
359
People-. 200 lather, 230 se r,
1
200
230
Room Totals.
4,865
-242
2,698
Y:\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
303.5 f.
System Number:
1
Room Width:
1.0 ft.
Zone Number:
1
Area:
303.0 s.ft.
Supply Air:
71
CFM
Ceiling Height:
10.1 ft.
Supply Air Changes:
1.4
AC/hr
Volume:
3,060.0 cu.ft.
Req„ Vent. CIg:
0
CFM
1
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.:
10
CFM
Actual Summer Infil.:
18
CFM
I
t SW-Wall- 12 F-Osw 2.0 X I1
29A
O.065
4,5 132
0.7
0
22
E-Wall-12F-Osw 1.8 X 10.1
17.6
0.065
4.5 79
07
0
13
NE-Wall-12F-Osw 14.1 X 10.1
113.0
0.065
4.5 511
0.7
0
84
SE-Wall-12F-Osw 16.3 X 10.1
164.6
0.065
4.5 738
0.7
0
121
NE-Door-SP Front 3 X 6.7
20
0.176
12.1 243
19
0
77
NE-Gls Stand Pac Fireside shgc
0.310
21 A 171
25 6
0
205
03%
_
Subtotals for Structure:
1,874
0
522
Infil.: Win,: 18.7, Sum.: 17.5
354
3.286 1,162
0.713
-380
252
Ductwork:
517
153
AED Excursion:142
Room Totals:
3,553
-380
1,070
i
I
i
I
1
3
3
e:\ ...\Standard Pacific Flan 50O.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
826.2 ft.
System Number:
1
Room Width:
1.0 ft.
Zone Number:
1
Area:
826.0 sq,ft.
Supply .Air:
121
CFM
Ceiling Height:
10.0 ft.
Supply Air Changes:
0.9
AC/hr
Volume.
8,262.0 cu.ft.
Req. Vent. Clg.
0
CFM
Number of Registers.
2
Actual Winter Vents.
0
CFM
Percent of Supply.:
0
%
1
Actual Summer Vent.:
0
CF
Percent of Supply:
0
%
Actual Winter lnfil.:
8
CFM
Actual Summer 1nfil.:
8
CFM
SWWaEl-15B15-Ow-8 16.5 10
165
0.047
3.8 628
0:1
0
l
19
NW -Wall -151315 -OW -8 88.2 X 10
348.5
0.047
3.6 1,250
0.1
0
2 g
NF -Wall -15B15 -Ow -8 14.2 X 10
142.5+
0.047
3.8 543
0.1
0
17
SIS -Wall -151315 -Ow -8 9.8 X 10
98.3
0.047
3.8 374
0:1
0
11 f
NW -tats -Stand Pc Fireside shgc-
17
0.310
21.4 864
25.6
0
435 6
0.330%S
NW -GIs -Stand Pac Fireside shgc-
17
6.310
21.4 364
25,6
0
435
0.330%S
Floor -21A-32 1 3C 826. ._., ...e ._
.. 826.2 .., ,
v.. 0,020
...... 1.4 ..„_. 1 1.40
_. 0.0
__....
...t) .a W ...,..l-�._
I
Subtotals for Structure.
4,663
0
942
lnfil.: Win.: 8.4, sura.: 7.8
158
3.286 518
0.710
-169
112
Ductwork:
883
209 ;
AED Excursion:
194
Room Totals:
6,064
_169
1,457
�:1...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
P Room Length:
204.4 ft.
System Number:
1
Room Width:
1.0 ti.
Zone Number:
1
s Area:
204.0 s.tt.
Supply Air:
58
CFI
Ceiling Height:
10.0 ft.
Supply Air Changes:
1.7
AC/hr
Volume:
2,044.0 cu.ft,
Req, Vent. Clg:
0
CFM
Dumber of Registers:
1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
i
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
3
CFM
Actual Summer Infil,:
2
CFM
SW-Wall-15815-Ow-8 13.4 X 10
117.2
0.047
3.5 4018
0,0 `
0
i
NW-Wall-15B15-Ow-86.1 X 10
60.3
0.047
3.8 232
0.1
0
7 1
SW-Wall-151315-O-8 4.3 X`10
43.3
0.047
3.8 165
0.1
0
5,
SW-Gls-Stand Pac Fireside shgc-
17
0.310
21.4 364
30.8
0
523
0,330%S
i
Floor-21 A-32 1 X 204 4
. _._ ., .. _.., _
204 4
...... _.._ �.. ,.
0 020
�.. ,. , ..
1.4 282
_..� _.. _ ..._. _. w. _..,
0.0
„ .. ....
_n .....
0
0
.. .
Subtotals for Structure:
1,451
0
541
Infil.: Win.: 2.5, Sum.: 2.4
48
3.204 157
0.713
51
34
Ductwork:
274
160
AED Excursion:
148
People: 200 latlper, 230 sen/peri..
....... 1
200
230
Room Totals:
1,882
149
1,113
{
l
Y;\ ...\Standard Pacific Plan 50 0.rhv Tuesday, February 18, 2014,11:51 AM
Calculatian Maue:
Htg. & clg.
Occurrences:
Room length:
2015 ft.
System Number:
1
Room Width:
1.0 fit.
Zane Number:
1
Area:
203.0 sq.ft.
Supply Air:
46
CFM
Ceiling Height,
10,0 ft.
Supply Air Changes:
1.4
AC/hr
Volume:.
2,035.0 cu.ft,
Req. bent. Cig:
0
CFM
Number of Registers:
1
Actual Winter Vent,:
0
CIM
Percent of Supply.,
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply.
0
%
Actual Winter lnfil.:
2
CFM
Actual Summer lnfil.:
2
CFM
SW Wall ?11 f raped_g i`5 8 C 1
157.5
0.051
" 3.6 572 '
0.0
0
8
SF Wall R11 trapecl 9 5, 10
53,2
0.051
,6 215
00
0
3
NF Wall R11 rape 0 10.4 10
104.2
0.051
.6 378
0.0
0
5
SF -Wall -R11 l rapeel_0 10.0 10
103.2
0.051
3.6 305
0 0-,
0
5
Floor -,21 A-32 1 X 203.5.
203.5 _ ...WO,fl2Ci.._......
., ,w 1,4.. _.... _ 8
CJ.O
�._
0
Subtotals for Structure:
1,842
0
2
lnfil.: Win.: 2.3, Sum.: 2.1
43
3.273 141
0.721
-46
31
Ductwork:
338
10
Ali Excursion:
10
Roam Totals:
2,321
-46
72
Y,\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 jUT,
Room Length:
186.8 ft.
System Number:
Room Width:
1.0 ft.
Zone Number:
1
Area:
187,0 sq.ft,
Supply Air:
158
CFM
Ceiling Height:
9.1 ft.
Supply Air Changes:
5.5
AC/hr
Volume:
1,697.0 ,cu.ft,
Req. Vent: Clg:
0
CFM
Number of Registers:
2_
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Rummer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
20
CFM
Actual Summer Infil.:
19
CFM
i
NW-Wall-12F-Osw 1 X 9.1
9A
0.065
4.5 41
0.7
0
7 #
NE-Wall-12F-Osw 11.8 X 9.1
77.4
0.065
4,5 347
01
0
57
SE-Wall- 1 2F-Osw 16.8 X 9.1
131.8
0.065
4.5 618
0.7,
0
101 i
N-Gis®Stand Pac Fireside shgc-
30
0.310
21.4 642
25.6
0
767
0.33 O%S
SE-GIs-Stand Pac Fireside hgc-
15
0.310
21.4 321
30.7
0
461
0.330%S
S
P-Cel-1613-38 186.8 X 1
186.8
0.026
1.8 335
1.2
0
223 I
Floor-20P-30 1 X 186.8. �..... .... ,._..
186.8 �.... _�;
Or03 ._
. �. _ . w 2.4 .. �..... 451.
w:.. e. 02
�w;._ ,
_0 _
�.. ew 9
Subtotals for Structure:
2,755
0
1,655 ##
Infil.: Win.: 20.3, Sum.: 19.0
269
4.671 1,258
1.014
_412
273 I
Ductwork:
1,494
846 x
AED Excursion:
7
People: 200 latlper, 230 ent er:__1
_
_...
200
230
,
Room Totals:
5,507
-212
3,011 I
i
i
Y:\...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
3162 It.
System Number:
2
Room Width:
1'0 ft.
Zone Number:
1
Area:
316.0 sq.t
Supply Air:
258
CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
52
AC/hr
Volume:
2,977.0 CLLt
Req. Vent, Clg:
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.:
25
CFM
Actual Summer Infil.-
23
CFM
NW-WaI1-12F-0sw 15.4 X 9.4
130.3
0.065
4.5 584
0.7
0
96
SW-Gls-Stand Pac Fireside shgc-
15
0.310
21.4 321
30.7
0
461
0.330%S
SW -GIs -Stand Pac Fireside shgc-
15
0.310
21.4 321
303
0
461
033 O%S
SW-Gls-Stand Pac Fireside shgc-
30
0.310
21.4 642
30.7
0
922
0,330%S
NW -GIs- Stand Pac Fireside shgc-
15
0.310
21.4 321
25.6
0
384
0.330%S
UP -Cell -16R- 8 316.2 X 1
3162
0.026
. ......
378
Subtotals for Structure:
3,318
0
2,794
Infil.: Win.: 24.9, Sum.: 23.3
331
4.671 1,544
1.016
-506
336 1
Ductwork:
1,810
1,408
AED Excursion:
11
People:200fat/per, 230 sen/per:
2
400
460
Room Totals:
6,672
-106
5,009
Y.\ ...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
£3.9
ft.
System Number:
2
Room Width:
8.3
ft.
Zone Number:
1
Area:
74.0
sqJt.
Supply Air:
50
CFM
Ceiling Height:
9.1
,ft,
Supply Air Changes:
4.4
AC/hr
Volume:
675.0
cu.ft.
Req. Ment. Clg:
0
CSM
.umber of Registers:
1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
6
CFM
�NE-Wa�11-12F-O�sw&9F91�71
Actual Summer Infil.:
�0,0�65�4.5�
��O7��O�52�
6
CFM
NE-GIs-Stand Pac Fireside shgc-
10
318
0.310 21,4 214
25,6
0
256
0.33 0%S
UP-Cell-16R-38 74.3 X 1
74.3
0.026 1.8 133
1.2
0
89
Floor-20P-30 1 X 74.3 _..._
74.3
0.035 2,4 179
0.2
0 ..... .._
16
..__,.:..-_
Subtotals for Structure:
344
0
413
Inf�l.: Win.: 6.1, Sum.: 5.7
81
4.667 378
1.012
-124
82
Ductwork:
455
273
ED Excursion:
Equipment:
0
200
Room Totals:
1,677
-124
970
Y:i ,..\Standard Pacific Plan 5050.rhv Tuesday, February 18„ 2014,11:51 AM
Calculation Mode*
Htg. & c1g.
Occurrences:
1
Room Length:
76.5
ft.
System Number:
2
Room Width:
1.0
ft,
Zone Number:
I
Area:
76.0
sq.ft.
Supply Air:
21
CFM
Ceiling Height:
9"1
ft.
Supply Air Changes:
1.8
AC/hr
Volume:
695.0
u.ft.
Req. Vent, CIg:
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.:
3
CFM
UP-Ceil-1613-38 76,5 X 1
76,5
U26 1.8 137
12
0
36
91
Floor -20P-30 1 X 69.5
69.5
0.035 2.4 168
02
0
Subtotals for Structure:
526
0
142
Infil.: Win.: 3.7, Sum.: 3,5
49
4.674 230
1.016
-75
50
Ductwork-
281
75
AED Excursion:
...............
Room Totals:
I
1,037
-75
268
313
Y:\ .,.Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
196.8 ft.
System Number:
2
Room Width:
1.0 ft.
Zone Number:
1
Area:
197.0 sgJt.
Supply Air:
98
CFM
Ceiling Height:
9.1 €t,
Supply Air Changes:
3.3
AC/hr
Volume:
1,787.0 cu.ft.
Req. dent. Clg:
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.:
19
CFM
Actual Summer lnfil.:
17
CFM
SW-Wall-1F-Osw 15.8 X'9.1
SE-Wall-12F-Osw 11.4 X 9.1
140:7
88.7
0.065
0.065
4.5 545
4.5 398
0.7
0:7
0
0
106
65
SF` -tats -Stand P c Fireside gc-
15
0.310
21 A 321
30.7
0
461
0.330%S
UP-Ceil-16S-38196.8 X 1
196.8
01026
1.8 353
1.2
0
235
Floor -20P-30 1 X 71.4
71.4
0.035
2.4 173
0.2
0
15
Subtotals for Structure:
1,890
0
882
Infil.: Win.: 18.6, Sum.- 17.5
247
4.672 1,156
1.014
-379
251
Ductwork:
1,134
535
AF{a Excursion:
4
People: 200 latiper, 230 senlper:
1
200
230
Room Totals:
4,180
-179
1,902
(:\ ...\Standard Pacific Plan 5050;rhv Tuesday, February 18, 2014,11:51 AP I
Room Length:
5.8
I'L
System Number:
2
Room Width:
10.5
ft.
Zone Number:
1
Area:
60.0
sq.ft.
Supply Air:
27
CFM
Ceiling Height:
91
ft.
Supply Air Changes:
10
AC/hr
Volume:
548.0
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-
7
CFM
Actual Summer Infil.:
7
CFM
UP-Ceil-1 613-38 604 X 1
60,4
0.026 1.8 108
1.2
0
72
Subtotals for Structure:
536
0
142
Infil,. Win,: 7.2, Sum.: 6.7
95
4,668 445
1.017 -146
97
Ductwork-
365
94
AEE Excursion.
Room Totals:
1,346
-146
333
Sat
---------
-
----- --
----------
I
Y:\ .,,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
m
iff`,i s , sit �ii ��t ttt 'i itCt 11 tt' 1 1 It ti l 1 lit 1' 111 1111 11111 litsl til 1 ;tzll `�,"" �'.t Ft., i i• d '�!*T`p
�tl
+., til i. i 1 1 i t
Slj � 11 t� t t .,
it4� } T 1 ttt 111 i t ll F
}/wq ��ppq.rgg/ jf ppy; )f my�ry. ./j fg y�cyulyY ff.jf,j, y✓ry ¢pw..agry ,}�qp .___Y
� �Ax"W �t �✓ Fd"� �a�lu.T: �i � f :A �hJ%: &[ d {/}+Y/ RMf ......,��N � )f1f(
I Calculation Mode. Htg. & clg.
Occurrences:
1
Room Length: 291.3 ft.
System Number.
2
} boom Width. 1.0 ft.
Area.
Zane Number.
1
291.0 sgaft.
Supply Air,
110 CFM
Ceiling Height. 9,1 ft.
Supply Air Changes.
2,5 AC/hr
Volume: 2,646,0 cu.ftr
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 lnfil..
19 CFM i
J;
Actual Summer lnfil..
18 CFM
i
P FW-WaFI-12F-0�swlO.8 �Xg.l�� 97.6 �0.0�65�4.5�
438 0.�7��O�72
NE-Wall-12F®Osw 15.1 X 9.1 106,9 0.065
4.5 480 0.7
0 79
SE-Wall-12F-Osw 2 X 9.1 18.4 0,085
4,5 83 0.7
0 14
{ NE -Cls -Stand Pae Fireside shgc- 30 0.310
i
21.4 642 25.6
0 767
0.33 O%S
UP-Ceil 16r 38 291.3 X 1 291.3 0.026
1.8 523 1.2
0 348
Subtotals for Structure.
2,166
0 1,280
c lnfil.. Win.. 19.1, Sum.. 17.8 253
4.673 1,182 1.016
-387 257 i
{ Ductwork:
1,246
603
AEC} Excursion:
5
j Room Totals:
E
g�
I
4,594
-387 2,145 3
E
i
[C
I
i
l
.......... �., ry _ m_ _.
------- _ ._
l
1
3
i
E
_— _m -
i*:\ —\Standard Pacific Plan 50 0.rhv Tuesday, February 18, 2014,11-51 At
Calculation Mode:
_-
Htg. & clg.
Occurrences:
Room length:
237,9 ft.
System Number:
2
Room Width:
1.0 ft.
Zone Number:
1
Area:
238.0 sq.ft.
Supply Air:
122
CFM
Ceiling Height:
9.1 ft.
Supply Air Changes:
3.4
AC/hr
Volume:
2,160.0 cu.ft.
Req. Vent. Clg:
9
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 lnfil.:
13
CFM
Actual Cummer Intil,:
12
CFM
I
s
W Wa11 12F-Osw 12 X 9:1
9
0.06x'
4.5 X54
0
58
IOW-Wall-12F-Osw 2 X 9.1
18.2
0.065
4.5 81
0.7
0
13 s
SW-Wall-12F-Osw 1.2 X 9.1
10.6
0.065
4.5 48
0.7
0
8
W-Wall-12F-Osw 1.2 X 9.1
11.4
0.065
4.5 51
01
0
8
SE -Wall -12F -Os 1.9 X 91
17.4
0.065
4,5 78
0.7
0
13
SW -Cls -Stared Pac Fireside shgc-
15
0.310
21.4 321
30.7
0
461
0,330%S
SW -Cls -Stand Pc Fireside shgc-
15
0.310
21.4 321
30.7
0
461
0.330%S
UP-Ceil-16 -38237.9 X 1
237.9
0.026
1.8 427
1.2
0
284
Floor -20P-30 1 X . _.._.. _ ...,_.
. _ _ 7,8
0.035
x... _4 . _ ._ .. e..n1_.. _
. -,.......0.2
-,_
_.-....__
Subtotals for Structure'
1,700
0
1,308
Infil. Win.. 12.5, Sum.. 11.7
167
4.672 778
1.015
-255
169
Ductwork,
922
669
AFD Excursion:
5
People: 200 lat/per, 230 sen/per:
1
200
230
Room Totals.
3,400
-55
2,382
Y:\ ...\Standard Pacific Plan 5050,rhv Tuesday, February 18, 2014, 11:51 A
L.,alcujavon moae:
ti1g, & c1g.
occurrences:
I
Room Length:
342.1 ft.
System Number:
2
Room Width:
1.0 ft.
Zone Number:
I
Area:
342.0 sqJL
Supply Air:
106
CFM
Ceiling Height:
q'I t
Supply Air Changes:
2,0
AC/hr
Volume,
3,108.0 cu -ft,
Req. Vent. Ci:
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.:
13
CFM
Actual Summer Infil.:
12
CFM
NE-Wall-12F-Osw 14.1 X 9.1
97.8
0,065
4.5 439
01
0
72
SE -Wall -1 2F-Osw 5.4 X 9.1
48.9
0,065
4.5 220
0.7
0
36
NF -Cls -Stand Pac Fireside shgc-
30
0.310
21.4 642
25.6
0
767
033 O%S
UP -Cell -1 613-38 342.1 X 1
342,1
0.026
1.8 614
12
0
409
Floor -20P-30 I X 68.3
683
0.035
2.4 165
02
0 ....... .... . . .
. .. 111-111-1 14
Subtotals for Structure:
2,080
0
1,298
Infil.: Win,: 13.3, Sum.: 12.5
177
4x672 826
1.013
-271
179
Ductwork:
1,082
579
AED Excursion:5
.... ..... . .....
.. .. .. ............. ........... ..
. ......... . ... ....... . . ... ...
. .. ............ .
Room Totals:
3,988
-271
2,061
(:\..,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Calculation Mode:
Htg. & c1g.
Occurrences:
I
Room Length:
8.6
ft,
System Number.,
2
Room Width:
5.8
t
Zone Number:
I
Area,-
49.0
sq.t
Supply Air.
4
CFM
Ceiling Height:
9.1
ft.
Supply Air Changes:
0.6
AC/hr
Volume:
448.0
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.:
0
CFM
Actual Summer Infil.:
0
CFM
59
Floor -20P-30 1 X 24
2.4
0.035 2.4 6
02
01
Subtotals for Structure:
95
0
60
Infil.: Win.: 0.0, Sum.: 0.0
0
0 0
0
0
0
Ductwork:
35
24
Ali Excursion:
0
Room Totals
130
0
84
Y.\..,\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Room Length:
5.8
ft.
System Number:
2I
Hoorn Width:
3.3
ft.
Zone Cumber.
1
Area;
10.0;
sq.ft.
Supply Air;
16
CFM
E
Ceiling Height:
0.1
ft.
Supply Air Changes:
5.6
AC/hr
Volume:
174.0
cu.ft.
Req. Vent. Cig:
0
CFM
Number of Registers;
1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
I
Actual Summer Vent.:
0
CFM
Percent of Supply.
0
%
I
Actual Winter lnfil.:
2
CFM
ti
i
Actual Summer infil..
2
CFM
l
t
NW-Wall-12F-Osvwr 3.3 X 3,1
NW-Gls-Stand Pac Fireside shgc-
24.2
6
RON
0.065 4.5 100
0,310 21.4 128
0.7
25.5
0
0
18 I
153 z
0.33 O %
UP-Ceii-16B-38 10.2 X 1
102
0,026 1.8 34
1.2
0
23
Subtotals for Structure:
271
0
104 t
Infil.: Wirt.; 2.3, Sum.: 2.1
30
4.663 141
1.025 -46
31
Ductwork:
153
88 1
AED Excursion:1
e ....
..
Room Totals:
565
-46
314
i
I
1
i
l
i
t
I
i
E
3
i
r:\ ;,.\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
I Mech Room
214
1,148
23
1.4
263 26
-19
1
23
Unfinished
222
2,412
48
7
75
-48
4
48
Storage A
Natural Gas or Propane Furnace
Efficiency:
92.1 AFUE
13 SEER
Sound:
BSMT Bath
63
955
19
4
_ 58
-35
3
19
4 (apt
162
4,116
83
7
_ 2,128
-394
118
111
Office/Hobby/Mud
Rm
5 Kitchen/Nook
383
5,123
103
7,7,7
- 4,029
„495
224
209
6 Great Room
352
5,044
101
7,7,7
- 5,318
-409
296
277
7 Dining
280
2,433
49
7
1,477
-199
82
77
8 Bath 3
54
878
18
3
193
-104
11
18
9 Bedroom 4
195
4}865
98
7,7
- 2,698
-242
150
140 ,
10 Entry
303
3,553
71
7
_ 1,070
-380
59
71
20 Rec Room
826
6,064
122
7,7
- 1,457
-169
81
121
21 BSMT Bedroom 6
204
1,882
38
7
- 1,113
149
62
58
22 Unfinshed Storage
203
2,321
47
6
- 72
46
4
46
Humidification
1,851
Duct Latera t
-194
System 1 total
3,461
42,646
818
19,714
-2,585
1,096 .,
1,025
System 1 Main Trunk Size:
25x12
in
;
Velocity:
492
ft./rain
j
Loss per 100 ft.:
0.020
in.wg
aboveDuct size results • i
See the Manual D Ductsize report for duct velocities and other
Actual.
2.28 100%/0% 27,400
0 2/,4UU
Reafiincl System....
Coolie S stem
Type.
Natural Gas Furnace
Standard Air Conditioner
Madel:
59SC213060S17--16
CA13NA030***.(A,B)
Indoor Model:
CNPV*3617AL*+TD
Brand:
Carrier
CARRIER AIR CONDITIONING
Description:
Natural Gas or Propane Furnace
Efficiency:
92.1 AFUE
13 SEER
Sound:
Capacity:
56000
27400
Sensible Capacity:
n/a
27,400 Btuh
Latent Capacity:
n/a
0 Btuh
AHRI Reference No..:
n/a
6395167
Y:1...\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
a--
I ---Zone 1---
Neatin Ste!
Cooling System
Type
Natural Gas Furnace
Standard Air Conditioner
Model;
59 aC2B060 517--16
CA13NA024****(A B)
I I
11 Bedroom 2
187
5,507
111
7,7
3,011
-212
167
155
12 Master Bedroom
316
6,672
134
7„7,7
5,009
-106
279
258
13 Laundry
74
1,677
34
5
970
-124
5
50
14 Bath 2
76
1,037
21
4
263
-5
15
21 1
15 Bedroom 3
197
4,180
84
6,6
1,902''
-179
106
198
16 Her WIC
60
1,346
27
4
333 `
-146
19
27
17 Master Bath
291
4,594
92
8
- 2,145
8
119
110
18 Bonus Rm/Opt
238
3,469
68
7,7
- 2,382
-55
132
122 ;
Bedr 5/Opt
}
MSTR Retreat
19 Open To
342
3,988
80
8
2,061
-.271
115
106
Below/Upper Nall
23 Opt BR 5 Bath
49
130
3
4
- 84
0
5
4 E
24 WC
19
565
11
4
- 314
-46
17
16
Humidification
1,585
Duct Latent
-552
€
System 2 total
1,849
34,681
665
18,478
-2,153
1,028
959 l
System 2 Main Trunk Size.
16 in.
'
Velocity.
689 ft./min
Loss per 100 ft,.
0,036 in.wc3
I
i
Duct size results above are from Manual D Ductsize.
Runout duct velocities are not printed with duct size results from Manual D Ductsize
since they can vary within the room. s
See the Manual D Ductsize report for duct velocities and
other data.
?
09 f
Y:\ ...\Standard Pacific Flan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Neatin Ste!
Cooling System
Type
Natural Gas Furnace
Standard Air Conditioner
Model;
59 aC2B060 517--16
CA13NA024****(A B)
Indoor Model;
CNPF1*3017AL*+TDR
Brand:
Carrier
CARRIER AIR CONDITIONING
Description:
natural Gas or Propane Furnace
Efficiency:
92.1 AFUE
13 SEER
Sound:
Capacity
56000
23200
Sensible Capacity.
n/a
23,200 Btuh
Latent Capacity:
n/a
0 Btu
ANRI Reference No..
n/a
6394909
Y:\ ...\Standard Pacific Flan 5050.rhv Tuesday, February 18, 2014,11:51 AM
Y.\ ...1 Standard Pacific Plea 5050.rhv 'Tuesday, February 18, 2014,11-51 AM
+
r
N
s
+
ii*• !N M
�
+.+
•�
*+�
as
r
J
t
r
MF •
00 Northeast,
'38,193
'-4,739
+
450 East
i♦
37,875•
Southeast
1,945
34,972
-4,737
291
South900
13511
1,758
+
-4,742
2.63
1800 Southwest
+#+
Iii+
2.
++
22511 West
t
36,575
-4,737«
2700 Northwest01
1!
-4,740
3.00
North31511
Y.\ ...1 Standard Pacific Plea 5050.rhv 'Tuesday, February 18, 2014,11-51 AM
Indicates highest value of all rotations,
i
450 East
1,0132
18;551
-2,585
1 x55
g 901, Southeast
917
15,453
-2,535
1.37 I
13511 South
8501
15,235
-2,535
1.27 !
i 1803' Southwest
946
17,0117
-2,585
1.42
225° West
953
17,317
`2,585
1.44 i
2701° Northwest
979
17,6035
-2#585
1.47
3150 North
949
17,0158
..2,585
1.42
Indicates highest value of all rotations.
31511
North
9032
16,224
45"
East
*1,074
19,314
«2,152
*1.81
900
Southeast
1,0128
18,484
-2,153
1.54 `
135"
South
9018
16,3301
-2,157
1.38
18011
Southwest
1,9501
18,873
-2,151
1,57
2251,
West
1,0171
19,258
-2,152
1.601 I
270311
Northwest
1,0123
18#395
-2,154
1x53 i
31511
North
9032
16,224
2,158
1.35 ;
* Indicates highest value of all rotations.
Building Rotation Tannage
w.W+�ww�f"wWMw+ww
t.
i
t
3. t............ ..... ...
,,. . ....... . .,......
....« „
«, ..«. ......
10
((
xm29«... ..,...»..,..
.. ...»» .. ..
.
.. ,» ,....... , «.. «
28 T.. , ............ ...... ...
tVVw�
,« . . ..
., .,.. .
. , ,. . . ....
i
�ry'�.`
2.7t.. ........» . . .,
., .. , ... ....»
. , ...............
. . .................
k
}f
2.6
Northeast East
Southeast South
Southwest
West Northwest North
(.\ ,..\Standard Pacific Plan 50501:rhv Tuesday, February 18, 2014,.11:51 AIM
. ... ..... .
32,0001-
31,000
30,00011.
..........
29,0004 ...
............
27,000 ......
26,000 - ----- -- ------ ... . ....... ------ -------- -f - ----- ____-- .......
8 am 9 am 10 am 11 am 12 pm I pm 2 pro 3 pm 4 put 5 pm 6 pm 7 pm
Time of Day
Front door faces Northeast
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
Y.\.,.\Standard Pacific Plan 5050.rhv Tuesday, February 18, 2014,11:51 AM
SR -200,r,58 CFM,Re9:lOx4
Unfirishod Storage
511,370,15",46 CFM,Ro9r1Ox4 1 11 -
T
---[ 'I-,","-, I 1 711
Transfer - -----
Griffe
Rec Seem
102"duct with
BSMT Bath
�Oxfi duct to main
men
5 ,
SR -220,4",19 CFM,Reg2lOx4,D0 NOT INSTALL IN DUCT
7- r
It unfinished tmseannO do ma install this vupaiy
-, -1"" ilf sA-i9tLr,,67 CM,RegAM
Bsa#Low,l0",250CFM,GdHeA2x12 a.t 7 101,
Nota: ff Unfinished Basement
Instati or, a Baiting ROMM at least
10 last ham water haste, rq'
C
unfinisho Sr�eaqe A r
14X6"
Transfer
Note: It basement is Grille
unfinished Install all .6 III
supplies as shown r
except basement bath
SR420,7",48 CFM,ReqAOx4
Install Balancing dampers on all supplies
Low energy consumption criteria, building design equipment
locations and local building code requirements may hinder
customer comfort preferences. Continuous Slower operation may be
required to equalize temperature differences
Calculations Indicate that the provided return air vents are
sufficient; however provide additional return as dictated by
performance requirements
Rage iaza,irxir
fts$e: ata";: IV
*rawn:
Approved:
Date:
Job Number:
Cf`MROg:VOX4
SR -130,7,70 CFM,Ra9AOx4
Oso
S"40,7-,92 CFM,R*g1Ox4
SR -100,7"A2 CFM,R#Q:1OX4
OJA Offtftbblrldfll
14x6" Transfer Grifts
1 ti
M 1 10,7",92 CFM,ReWlOX4
Kitchetv'Nook
SR -2,7",70 CFM,Re9A0aX4
Great Room
itis
Ma;nHtGH&LOW,2Dx6",40$CFM,Grillc(2)16XI6
T
.. .. ... ...
SR-160,7,?'7,,CFM,"AOx4
rai
Main FWw,,1W',230 CFMGdrfe14x6
Entry
Low Aas CFM ,GMWA2x6
�u
30x6" Return GrilleUE-1
MainLow UM'(1000: 1 2X6
SR-160,3-,18 CFM,ROgAOX4
CFM,ReWlOx4
Hedto
SR -350,7",70 CFM,RegA0
SR4 Wgh,7",70 CFM,GrH1e12x6
8R4`Low,7",70 CFM,GdHOZ12x6
SR -170,7",70 CFM,Reg�100
Install Balancing dampers on all supplies
Low energy consumption criteria, building design equipment
locations and local building code requirements may hinder
customer comfort preferences. Continuous Slower operation may be
required to equalize temperature differences
Calculations Indicate that the provided return air vents are
sufficient; however provide additional return as dictated by
performance requirements
gage Stares 11x17"
Scale; IM". IV'
Drawn:
Approved:
Date:
Job Number:
Nate: it Ma aprt-W 6aa+erl m do Mt
4n8ta6 xaPptp
SR•466,4",4 CFM,Reg:lOx4
t
SR -450,7",61 CFM,Reg;.'{Ox4
a SR -4194„r',61 CFM,Reg.90x4
i
SR -240,6",49 CFM,Reg:10x4 /'
t �' SR -290,7r',66 CFM,Re9:10x4
SR -410,7",66 CFM.Reg1Ox4
SR-390,6',494(ZFM9,€ gAOx4 ” t
4 t
3 t .3Wr',86 CFM,RtagAOx4
Bedroom 3
MasC'odroatrt
SR -260.4",21 CFS# Reg.14x4 '°�" �i �
;= ff
'' ($
aa€n 2
seh
SR -380,7`",i7 GFbi R+ag;10x4 t i3 _ _ _ ::,i i .:.- , "� J -Her VVIC -•
n r1rc Master Ciating,14",411 CF10„idrdfle.l6x
Crites
Lsundry
ii WC SR'320,4'°,27CFM,RegA0x4
r
c
Ogen 7Q BgfovrtUppor Hatt SR -440,4"„16 CFM,Reg.10x4
k
Mester Both
Upper Hour Cezfptng,16",6655 CFM,OrHW2Ox20 J SR -28D,6",50 COM,R*9AOx M310,8".110 CFM7,Reg:14x6
SR-250,r,,77CFM,Rogt10x4 tt
1 /
L --j
6" Exhaust Fan exhausting
97 CFM 24hrsdday,Location SR -330,8"',106 CFM,Reg:14x6
based on efectrica€
Install Balancing dampers on all supplies
Low energy consumption criteria, building design equipment
locations and local building code requirements may hinder
customer comfort preferences. Continuous Blower operation may be
required to equalize temperature differences
Calculations Indicate that the provided return air vents are
sufficient; however provide additional return as dictated by
performance requirements
Page Site 11x17"
Scale; Va" c 1'0"
oufliiwwi�
TRACT
w
^womo 21- ix
t00%
a er
p_
N
...
W
.41 .e
Ict lox
f.
o 4. ,
^�
x
coz. 27.2V tm'
P
0
m �
�. p�
fflLi�
�
in
32.7'
i
�c
ma
p4i
x too
4 C
�
rn
oufliiwwi�
TRACT
^womo 21- ix
t00%
a er
p_
...
W
.41 .e
Ict lox
f.
o 4. ,
^�
x
coz. 27.2V tm'
d�ta
co
�. p�
fflLi�
�
in
32.7'
i
p4i
x too
4 C
rn
> wr
"".
>. ,
coa
7R M-6
644
CL^..
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