HomeMy WebLinkAbout11820 W. 38th PlaceA City of Wheat Ridge
Residential Roofing PERMIT - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
*** CONTACTS ***
OWNER (303)519-5207 CLAIR HILARY B
SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite 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: 13,202.60
FEES
Total Valuation 0.00
Use Tax 277.25
Permit Fee 267.70
Misc. Fee 25.00
** TOTAL ** 569.95
*** 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 - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
perfor d and that all work to be performed is disclosed in this docum nt and/or its' accompanying approved plans and specifications.
/ 1�i3
Sign ure of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be perfonned that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
o
Signature of Chief lading Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
INSPECTION RECORD
Inspection online form: http://www.ci.wheatridge.co.us/inspection
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Inspections will not be performed unless this card is posted on the project site
Reques �n inspection befo a MIDNIGHT (11::/ �lP rje �Cejv in�p ion the following busines d�y '/�v�
PERMIT } ADDRESS: JOB CODE:
Foundation Inspections
Date
Inspector
Initials
Comments
102 Caissons / Piers
103 Footing / P.E. Letter
104 Foundation Setback Cert.
105 Stem Walls
106 Foundation wall Insulation
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground / Slab Inspections
Date
Inspector
Initials
Comments
201 Electrical / Cable/ Conduit
202 Sewer Underground Int.
203 Sewer Underground Ext.
204 Plumbing Underground Int.
205 Plumbing Underground Ext.
206 Water Underground
Cn
12,S
uo not cover underground or Below / In -Slab Work Prior To Approval Of The Above Inspections
Rough Inspection
Date
Inspector
Initials
Comments
301 Rough Framing
302 Wall Sheathing
303 Roof Sheathing
304 Sheer Inspection
305 Insulation
306 Mid -Roof
Cn
12,S
307 Metal / Lath / Stucco
308 Rough Electrical Residential
309 Rough Electrical Commercial
310 Electrical Meter Residential
311 Electrical Meter Commercial
312 Temp. Const. Meter
313 Rough Plumbing Residential
314 Rough Plumbing Commercial
315 Shower Pan
SEE OVER FOR ADDITIONAL INSPECTIONS
PERMIT: A ADDRESS: JOB CODE:
Rough Inspection (continued)
Date
Inspector
Initials
Comments
316 Rough Mechanical Residential
317 Rough Mechanical Commercial
318 Boiler / Furnace
319 Hot water tank
320 Drywall screw and Nail
321 Moisture board / shower walls
322 Rough Grading
323 Miscellaneous
t
Final Inspections
Date
Inspector
Initials
Comments
402 Gas Meter Release
403 Final Electrical Residential
404 Final Electrical Commercial
405 Final Mechanical Residential
406 Final Mechanical Commercial
407 Final Plumbing Residential
408 Final Plumbing Commercial
409 Final Roof
t
410 Final Window/Door
411 Landscape/Park/Planning*
Inspections from these entities shall be requested
one week in advance.
*For landscaping and parking inspections please
call 303-235-2846
**For ROW and drainage inspections please call
303-235-2861
''''''For fire inspections please contact the Fire
Protection District for your project.
412 Row/Drainage/Public Works`*
413 Flood plain Inspection*"
414 Fire Insp. / Fire Protection'
415 Public Works Final*"
416 Storm Water Mgmt.**
417 Zoning Final Inspection*
418 Building Final Inspection
Note: All items must be completed and approved by Planning, Public Works, Fire and Building
before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not
constitute authorization of occupancy.
For Low Voltage permits please be sure that rough inspections are completed by the Fire District and
Electrical low voltage by the Building Division.
-Page 1 of 2
The City €rf Wheat Ridge
Third Party Form Check List
Property Address'
Permit Number en r 36X:
Permit Issued Date .
Owner Information
Property Owner Information ar r
Property Owner Address
Inspector_I
Inspection Company��y�
�a cart' Manfovr
Inspector Name ,mr"«
P.O. Bmt 283
Inspector Contact info_ =3 ���118
C5 k M.443 82M
Email �rywunbw+�g+w+7 mm
Inspector Statement and Acknowledflement
1 hearby acknowledge the roof I am inspecting is 6112 or over_ All roofs
that are under 6112 most be inspected by the City of Wheat Ridge Buiding Dept.
" I hearby acknowledge the roofing system for the referenced buikfing has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRC, and 2012
IBC as well as all C f Wheat Ridge Pof es and Procedure and Man'ufacturer's
recommendations
�pe
cifics
Inspector: Date.
Property Owner Statement of Acknowledgement
*l hearby acknowledge that I am the owner of the building referenced above and 1 give
my consent for the listed third -party inspection company to perform my roof inspection
in lieu of the City of Wheat Ridge Building Division inspection. Nov 13, 2017
Propm OwrodPoent: _v l� Date:
Hilal Clair (Nov 13, 2011)
This trig nal dvcu-,ent Bad perenh card as as the row=r= .g creek I;st must be submided tc
the Chief Buikting Official within seven days of the final inspection.
Drop off In person
Permit counter 2nd floor
7500 W. 29th Ave
Wheat Ridge CO 80033
Draft Date_ 7126117
Page 2 of 2
The City of Wheat Ridge The City of Wheat Ridge
17 ectionChec tes Ins _ectieF+ E t Notes
MID -ROOF FINAL
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Structural roof components
Verify that no more than 2 lagers of shingles exist
Flashing for roof and walls
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
Verify sheathing nail pattern (See Policy & Procedures)
Crickets and saddles where needed
Verify F verit must have Croat same garage as pipe
Verily vent caps
Verily no flashings are damaged or rusted
Step flashing shall be rain. of 4x4 piece per shingle
Verify scuppers allow for proper drainage
lee and water shield 2' in heated wall spaces
Undertayments must follow 2412 IRC 1 2D BC
Verily roof slope for proper drainage 6' i
Dripedge shall have min of 2" overlap
Dripedge should extend down mire 2- past roof deck
Dripedge shall be mechanicaily fastened 12" OG
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached: garages,
patios, carports, open on three sides wdh min_ shape of
1:12
Modified Bitumen, EPDM, TPC} min slope 11'4:.12 slope
Above roof insulation R-25
Below roof residential R-38
Below roof commercial R-32
Modifed Bitumen, EPDM, TPO min slope 9f4:12 slope
must be installed in accordance vA h the -manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspection
0 Fail Metal roof shingles shall not be installed on slope less
3:12
0 rail Metal valley flashing shall be the same material as roof
L-1 rail Metal valley flashing shall extend a min of 8" froin the
centerline with a min_ of 314 " high splash diverter
.rib buft-in at the flour line with sections overlapping a,
a min- of 4"
EJ WA #,.,; rail Clay and concrete file shall have a min. 2-112:12 slope
`\ Slopes 4:12 and under require double underlaymerit
Company Name: JBA ONSULTI G Company Name: JBA C SULTI
Inspector Signature: Inspector Signature:
Date of MID -ROOF Inspection: `( - Date of FINAL Inspection: 4/-
A City of Wheat Ridge
Residential Roofing PERMIT - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
*** CONTACTS ***
OWNER (303)519-5207 CLAIR HILARY B
SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite 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: 13,202.60
FEES
Total Valuation 0.00
Use Tax 277.25
Permit Fee 267.70
Misc. Fee 25.00
** TOTAL ** 569.95
*** 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 - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
perfor d and that all work to be performed is disclosed in this docum nt and/or its' accompanying approved plans and specifications.
/ 1�i3
Sign ure of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be perfonned that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
o
Signature of Chief lading Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
Residential Roofing PERMIT - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
*** CONTACTS ***
OWNER (303)519-5207 CLAIR HILARY B
SUB (303)296-0361 Randy Brothers/Cody Hayes 130240 Elite 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: 13,202.60
FEES
Total Valuation 0.00
Use Tax 277.25
Permit Fee 267.70
** TOTAL ** 544.95
*** 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.
It, k i ® City of Wheat Ridge
' Residential Roofing PERMIT - 201706368
PERMIT NO: 201706368 ISSUED: 08/21/2017
JOB ADDRESS: 11820 W 38th PL EXPIRES: 08/21/2018
JOB DESCRIPTION: Residential Re -roof to install dimensional asphalt shingles - 49 sq
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performe and that all work to be performed is disclosed in this document a d/or its' accompanying approved plans and specifications.
� ,23/C_�
Signa re of OWNER or CONTRACTOR (Circle one) Date
1, is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signa fief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett Zo 17o 61
From: no -reply@ ci.wheatridge.co.us
Sent: Thursday, August 17, 2017 12:59 PM
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Residential Roofing Permit Application fi
L�
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 (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
U_
11820 W 38th PI
Travis & Hilary Clair
303-519-5207
travhilclair@gmail.com
53
$51q,413-
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
Yes
Clair Contract -11820 W 38th Pl.pdf
CONTRACTOR INFORMATION
Contractor Business Elite Roofing
Name —
Contractor's License 130240
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
(Primary address of your
business)
303-296-0361
5475 Peoria St., Unit 4-106
Contractor Email Address kathy@elite-roofs.com
Retype Contractor Email kathy@elite-roofs.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of 49
the entire scope of work:
Project Value (contract 13205.60
value or cost of ALL
materials and labor)
Are you re -decking the No/
roof?
Does the scope of the No/
project include a flat roof
(less than 2:12 pitch)?
54
Does the scope of the
project include a pitched
roof (2:12 or greater
pitch)?
How many squares are
part of the pitched roof?
Describe the roofing
materials for the pitched
roof:
Type of material for the
pitched roof:
Provide any additional
detail here on the
description of work. (Is
this for a house or
garage? What is the roof
pitch? Etc)
Yes
49
Dimensional/Architectural
Asphalt
Remove composition shingles and replace with Owens Corning
Duration Driftwood
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this
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
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been
authorized by the legal
owner of the property to
submit this application
Yes
Yes
Yes
Yes
55
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Hilda Cowie-Bozner
Email not displaying correctly? View it in your browser.
56
' rELI'i"Ee>v R
frvo.�rr11Z4i9 PREFERRED
"RoofingDone iWit" 1ONTUIEFdR
Contract Submitted To r + 1<' �' i} J� Cy (� aLf sr E-mail �ti� P� r J �tt i P q � na r 1 ' CD ✓►t
Date/ e(�' Home Phone
363=50 tib Alternate Phone 7-10
Street _{ 1 ,? +�I 3 � �l, . Citymke f P State Zip—Q3-�
We propose to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST VALUE (RCV)
per insurance proceeds plus any supplements that may apply to your claim. Upon approval of your claim, Elite Roofing will file for any and all supplements which may
include building code item, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per
your policy provisions and will become part of this contract as if contained herein. Elite Roofing, as your General Contractor, will negotiate a fair and equitable settlement
agreeable by both your insurance company and Elite Roofing based on competitive market rates for labor and materials with no additional cost to you, except for your
deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof
replacement, you will not
be obligated to this contract and/or may ether into an acceptable repair agreement with Elite Roofing.
Shin Ie Man
[!� ��-���-y,��t;
g [ � /t 14 �i P- ('a.�rLJ�i! ' Typed .m n i � Color ' 2
[ ear off �_ layer(s) of composition or wood shingles. Special Instructions: T;1644 des q a Wa
fli, Ridge cap shingles to be color coordinated �n_i� Sk r►2 4;r �11� o ;�ir�occ�
iy Install new pipe jacks y,h�w 4 ��tn-�`�`
Replace vents as needed 8 Slant back Turtle 6:>6r Iuukt�-
[0-'Re-flash chimneys and all wall abutments as needed
(J Install nails per shingle +a pi e4 -l- 130 pVk— evi/145
Code Items:
[ J Install Decking (7/16" OSB)
(t?" Install pre -painted eave metal to code - Color a,,ecto4-.
[41ce & Water enetrations L�VaIleys Eaves
[ 'Synthetic Felt" No C I, avy �
[ j "Ridgevent" If.
[ ] "High Profile Ridge" if.
[ ] "Surenail" lifetime shingles
[ ] "Class IV Impact resistant' lifetime shingles
[ ] Manufacturer Warranty - Pick one Below
[ ] OC Advantage'[ ] OC Preferred (] GAF System Plus
disc:
[Clean out gutters
['K Five (5) year workmanship warranty
[.Elite Roofing will provide general liability insurance coverage of $2,000,000
[i,J/'Elite Roofing will provide workman's Comp at $500,000
[ Vyake a magnetic sweep of driveway and yard for. removal of any nails
f l C,4 ttir i G g as -q-r 1,n l -P
Approx. Job Completion: weeks from msurance approval
Homeowner Pavment Summary:
Deductible: $ 1506
Upgrades:
[q., Remove all debris resulting from above work C
Insurance Company i�a r M 1 Ors Claim # 500 a? 73 777 l DOL: -6'
0 1 (We) hereby authorize and/or instruct any legal representative and/or agent of Elite Roofing to obtain any and all information necessary to negotiate
the settlement of my (our) claim as well as any information necessary to complete the funding process relative to the claim number listed above.
0 1(We) hereby authorize and/or instruct Elite Roofing to pick up in person any loss drafts or checks on both my (our) behalf and behalf of Elite Roofing.
• I (We) hereby authorize and/or instruct Elite Roofing to act as my (our) General Contractor for the above mentioned claim number and instruct my (our)
insurance company to release the customary 10% overhead and 1011/6 profit for scheduling and coordinating any and all trades needed.
• Elite Roofing shall hold in trust any payment received from you until materials have been delivered.
This contract is sub*t to Roof anagement review and approval. I accept the above term this co and authorize Elite Roofing to proceed.
'-late of Acceptance Homeowner's Signature(s) �j
Repr-seiztativeTi f E� l tt it� Representative's Signatur � C;!
5475 Peoria St Suite 4-1005, Denver, CO 80239 1 Ph: 303.296.0361 1 Fax: 720.317.2233 I Colo. Spgs.: 719.203.3107 1 Ft Collins: 970.818.3990
www.eliteroofingr.olorado.com
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
___.;�?;1r(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NO ICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time M/PM
Re -Inspection required: Xis No
When corrections have been made, call for re -inspection at 303-234-5933
Date: � i Inspector:__ � /-4 �
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
___.;�?;1r(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NO ICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time M/PM
Re -Inspection required: Xis No
When corrections have been made, call for re -inspection at 303-234-5933
Date: � i Inspector:__ � /-4 �
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:
Job Address: l/ �- '� �f 71/
Permit Number:
❑ No one available for inspection: Time AMIE
Re -Inspection required: Yes
When corrections h ve bee=Inspectdr: ecjtion at 303-234-
Date:- Y '/ 6I
I,
DO NOT REMOVE THIS NOTICE
FOR OFFICEUSE ONLY
(Jtv of
. m
-4ivi' t.iiArPpirrr
Building Inspection Services Division
7500 W, asp Ave,, Wheat Ridge, C O $0033 Plan Review Fee.
Office: 303-235-2855 * Fax, 303-237µ8929
Inspection Lime: 303-234-5933
Email- pgrillS 4i L4a- Vis,
i1 i Application
*** Please coup!ete all highlighted areas on both side of this form, Incomplete applications may not be processed.
Property Address:
Ere, Owner (,leaset%iii}a.
Cn
Property Owner
Mailing d r : (if different than property address)
Address.
Architect/EngineerE-mail: . _' m_. _ _ rye#
Contractor: ( ;
Contractors tors i License . _�. _ _._ �_.__._� Phone-,
Contractor E-mail b
Sub Contractors:
Electricat Plumbing, Mech ni is
W,R, City License # W.R. City License W.R. City License
Other City Licensed Sub: tither City Licensed Seib:
City License # City License
Complete, all information on BOTH side of this form
COMMERCIAL RESIDENTIAL
tt o : (Check all that apply)
0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL ADDITION RESIDENTIAL ROOFING
REST ENTIAL ADDITION WINDOW REPLACEMENT
COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
MECHANICAL SYSTEM/APPLIANCE REPAIR. or REPLACEMENT
PLUMBING SYSTEM/APPLIANCE REPAIR. or REPAA MEI T
ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
OTHER (Describe)
It t nrr%i ntsa ca rnaairics i 3! A-- ^An nn ref spa rl- bra &wf~ rr ivw4t irtinn t4 irrsanf im a of ca a',
+(Contractw labor includedproject)
I hereby certify that the setback distances proposed by this pe it application are accurate and do not violate applicable ordinances, rules or
regulations of the Ca), of Wheat Ridge, or covenants, easentents or restrictions ctftec ard; that all measurements shown and allegations made are
acc taste, that t have mart and za rec to abide by all conditions printed can this application mid that t assume full responsibility forcompliance
with applicable C,"iq, of Wheat Ridge codes and ordinances for akar under any period issued based can this application, that I aarn the legal owner
r
or have been authorized by the legal owner of the property to perforin the described work and arn also authorized by the legal owner of any
entity included on this application to list that entity on this application, 1, tate applicant for this building permit application. waffant the
trut1dialaacss o the information provided can the, application,
C;T Cr ; CT ( !) (C"tDa47 iC t l (i } ge { ITT, t ftila'laVTAT] V) of ( Vit) (CONTRA C TOR)
f
LLUJtW&JJgBa_= (tint and last name): —A�
0KIT. IZz
Building Division Valuation:
I
■
FRONT ELEVATIJ
D
REG ENDED ENCLOSURE
RR of
SPARKt.-
t« «'
...........
NNE
mis
mom,
3050 PLAWFIELD RD.
KElTERING, OH 45432
TOLL FREE: 1-877-433-7001
PHONE: (937) 433-7000
FAX: (937) 433-0704
www.hpcfire.com
ftIm"Itlairmig
NOTES:
I FOR USE WITH FIXED PIPING SYSTEMS ONLY,
2. NOT FOR USE WITH SMALL TANKS
3, 'ALL ENCLOSURES REQUIRE 2 EACH 18 SOJIN VENTS ON OPPOSING SIDES AND ADEQUATE DRAINAGE.
4RESIDENTIAL GAS PRESSURE
6, MODIFICATION OF PRODUCT WILL VOID ANY CERTIFICATION AND WARRANTY.
6, FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND LOCAL CODES.
7, ALL DIMEWONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURERS SPECIFICATIONS AS OF THIS REVISION DATE.
S. DO NOT SCALE DRAWING.
9THESE DRAWINGS ARE FOR SIZING AND PLANNING PURPOSES. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME
OF DEVELOPMENT. THE MANUFACTURER IS RESPONSIBLE FOR THE ACCURACY OF THE
10, CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdeWs.cwftfo
REFERENCE NUMBER 77141l.
FIRE PIT INSERT
FPPK FLAT ROUND PAN - FLAME SENSING WITH SPARK IGNITIQ&
771-001
EM
Hearth Products Controls Co
D
REOMMENDED, ENCLOSURE SIZE
13'LIP —\ I
1 NBERS DIMENaION ARTS PART NU E STND
—QM –9H
-EENIA t1RNER U A B" C' D" ROUND —BUURNER
L
_fE�NTAj�L4=FPK _J5�_4 3 t2 1i 45
-BE-Ni&iaM--LE-M LI`f �K*
PENTAd Mf FPEi 65KL.
25 18 1 22 54 MLFPK25 _65K
.... ......
mm
3050 PLAINFIELD RD.
KETTERING, OH 45432
TOLL FREE* 1-877-433-7001
PHONE: (937) 433-7000
FAX: (937) 433-0704
www.hpcftre.com
nM
Notes�
1, FOR USE WITH FIXED PIP�NG SYSTEMS ONLY,
2 NOT FOR USE WITH SMALL TANKS,
3 ALL ENCLOSURES REOUIRE 2 each 18 SOAN VENTS ON OPPOSING SIDES AND ADEOUATE DRAINAGE.
4RESIDENTIAL GAS PRESSURE ONLY, ING- 7.0'WC, LP- 110 WC)
5MODIFCATsON OF PRODUCT WILL VOID ANY CERTIFICATION AND WARRANTY.
6 , FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS AND LOCAL CODES,
71 ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS AS OF THE REVISION DATE.
8. 00 NOT SCALE DRAWING.
I. -
D
r -Mr -AT TL4Z
TIME OF DEVELOPMENT. THE MANUFACTURE IS RESPONSIBLE FOR THE ACCURACY—OF THE DRAWING,
10. CONTRACTOR'$ NOTE: FOR PRODUCT AND COMANY INFORMATION VISIT www.CADdewISC0ww#0
REFERENCE NUMBER 771-009,
•
venue
80033-8001
Hiding Division
Owner/Occupant
1 820 Wi b Pl.
Wheat Ridge, CO 81214
E
USA01_�TA
s
0 0
City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235-2855 F: 303.237.8929
July 24th, 2015
Owner/Occupant
11820 W, 38th Pl.
RE: Previously permitted project plans available for retrieval — Permit ##201401104 (New Single Famil�j
EMMU=
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 docum
are scheduled for disposal. I
We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their
disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 15
working days (3 weeks) from the date of this letter and must be retrieved in person at the Building Division
offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or
T4 ntsimmun a n =# to IIEVII 11wols HI
You may retrieve plans and/or documents between the hours of 7:30 am. and 3:30 pm., Monday through Friday,
at the Building Division, offices located at 7500 W. 29h Avenue in Wheat Ridge.
Melissa Mackey
Senior Pennit Technician
7500 W29th Avenue
WheM,�y-.,Q*bwA*.WP3A
OfficePhone: 303-235-2853
Fax: 303-234-2857
mmaxi.wheatrid e-co.us
--, --' -I. --,-! J - - - - - -
t s�
City of
6a
sus DrvEL i NT
w w a � „.a +.: ww 'ws 0. a. • :w .ww a w. oa w w :w
Date: s # ,
Ple B nit # � W
Plan Review
& P
Ad dress: Lplease Ei�nq: standard Pacific Homes of Colorado, Inc. I I- ",Illy 11,-. 303,846.8528
yy
Same as above
13021 ft „ 1
Electrical: Electric Contractors, Inc.
WA. City License # 080 26
plum
Plumbing •
WR 4 w11l
Mechanical: Smith & Willis HVAC
wl •
inf ormation Complete all t o f
V "
Sq. FtJLF Btu's Gallons
Squares Other
"act Value. (Contract value or the cost of WLmaterials and labor included In the SMI_re project)
OWNER/CONITRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume Hl responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I an the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application.
"kO)OW (01PNER) (CONTRACTOR) gr (AUMORLZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR)
JMOLOOW Meredith Edwards OROO". 7/25/14
Building Division Valuation.
Address: —Zt� Y loud Subdivision, Filing 2, Lot #:
Applicable survey conditions:
FND (survey at foundation)
NR S (survey prior to CO, cf within 2 feet of setback)
DOUDI Oandscaping)
DOUD2 (setbacks)
Maximum Building Coverage (40%): sq. ft.
Total Proposed Building Coverage: 5 0 sq. ft.
2 . 1
Is the structure within 2 feet of minimum setbacks?
R ev. 02:'201
(If yes, add sumeying condition FND.)
U 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 inches,
Ll 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.
Drainage:
a, Drainage Letter & Plan required:
b, Site drainage/grading plan have been reviewed and are:
V" Public Improvements required & to be complet with project:
a. street paving/patching:
b. curb & gutter: — Yes
c. sidewalk: — Yes
d. Other (specify): — Yes
— Yes
—V -11 y ' es — No
WOK — NOT OK; refer to
stipulations.
For items not constructed, the amount of funds taken in lieu of construction,-
3.
4. P"
5. — NOT AEP—RQVED: 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, RLS, Bate
6. ,-' Stipulations:
T — A Drainage Certification Letter accompanied by As-Built plan from the Engineer-of-Record shall be
required prior to the issuance of the Certifieste of Occupancy.
NOTE: ANY DAMAGE To EX PU BLIC 81 PROVEMENTS AS A RESULT OF PROYECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERmIT PRJOR TO THE
ISSUANCE OF THE CERTIFICATE OF OCCUPANCY
WEE=
City of Wheat Ridge Municipal Building 7500 W. 29' Ave, Wheat Ridge, Co 80033-8001 P: 301235,2861 F: 301235.2857
PUBLIC NYORKS DEVELOPMENT REVIEW
Date:
Location ofd onstruction: // t- 3,k
T-Illi' cti on:
Single Family 1
Commercial
Multi �
9RA.Em ... ...... $100.00
(Required Of all Projects for document processing)
1 11,1111111110
iii
11 , 1 1, "
�Commerds'! , ''i l i ; i I i I i I I I i I : Review Fees:
I I I I
�16101111300 - i I
��M�w zMM"Milm
3120���
3 submittal (Y2 initial review fee) ............. ........ $300.00
4' submittal (fall initial review fee): ...... $600.00
t �t}� cat'
" `L�, 4,
City of Wheat Ride Municipal Building 7500 W, 29 A ve. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 1~: 303.235.285'
'' i
DATED: � �' ° A D DRESS:
x e .+r� • •,
Prior to any constru commencing, the City's representative w ill conduct an ons to
inspection to determine the existing condition(s) of the public improvements at this address.
If you have any questions, please contact raze at 303.235.2864.
tom. -
Development review ,Engineer
"`ww, ci.NYhe otHd ge.ce,us
Pro a da
E1cctPeal Contractor
,. Signai6ke of Authorized Agent Date
Th s application must be signed by each sub - contractor confirming the snare.
21 �Souttl Ivanhoe Street, Suitta 5
A.%-w. M�Assonaar, Denver, Colorado 80222-5710
303-759-8100 Fax303-756-2920
www.agwassenaar.com
�Ut M
Mug
x1tagim!"O samilIKISUZAREW RM
MW
W=
As requested, we have performed a soil and foundation study at the subject site. The purpose of
our study was to observe subsurface conditions encountered and to recommend geotechnical
design criteria for the design and construction of the foundation for the proposed residence. This
letter presents a summary of our findings and recommendations.
I W'
MaRRUIM01
a i
1 1 R RX411 ; # # w i #
5' to 20' Sand, medium dense, silty, slightly clayey, gravelly, moist to wet, brown
20' to 24' Sandstone/Claystone (bedrock), very hard, silty, moist, gray to rust brown to
olive
MEMUMM
Depth to water: 13 feet at the time of drillint
da
0
12 2 ys • I
Stand Pacific of r rad
Project •-
January 31, 2014
,,_
Standard Pacific of Colorado, Inc.
Project Number 135262
January 31, 2014
Page 3
If the builder and/or Viwner clesires to construct a concrele slai-i-ort-Ty-ar, 1 .1 — •
slab movement, slabs supported by the expansive subsurface materials should be construcl
using the following criteria:
a joint which allows free vertical movement • the slab.
2. Slab bearing partitions should be constructed with a minimum 2-inch void space.
Stairways bearing upon the slab should be constructed in such a way as to allow
at least 2 inches
• slab heave. In the event • slab heave, the movement should
not be transmitted directly through the partitions to the remainder of the
residence.
4 Where a forced-air heating system is used and the furnace is located • the sla
we recommend provision for a collapsible connection between the furnace and t
duct work to allow for at least 3 inches of slab heave. Utility connections shou
also be provided with flexible connections capable of accommodating the sa
magnitude of movement as specified above.
# 0 -
M
slab; however, the void spaces recommended are not intended to predict total slab movement.
Care should be taken to monitor and reestablish partition voids and flexible connections when
necessary. We are available to provide further consultation regarding basement slab performance
risk assessments.
Standard Pacific • Colorado, Inc.
Project Number 135262
January 31, 2014
Page 4
During construction, the crawl space area should be checked for standing water or very moist
conditions, construction debris, and other deleterious materials. If these conditions exist, the area
should • evaluated and mitigated, as necessary.
similar to I e allaUlle* Ifla -t
discharge or sump.
if a sump pit is installed, it sho ' uld be monitored for water accumulation and proper operation. The
water level in the sump pit 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) •
maintenance should be performed on the existing pump.
23�i�
inewertingo IMF T
carefully planned and maintained surface drainage. The following recommendations should be
implemented during construction and maintained by the Homeowner after the residence is
completed:
I "I'll - 1 11 1 1 " I - W-01
as much as practical during construction.
2, The ground surface surrounding the exterior of the foundation should be
maintained in such a manner as to provide for positive surface drainage away
from the foundation, At completion of construction, we recommend a minimum
fall away from the foundation of 6 inches in the first 5 feet, This slope should be
continuous across the backfill zone.
Project Number 135262
January 31, 2014
Page 5
MENEM#
4 If lawn edging is used around the exterior of the foundation, it should
cnstruct in a manner to prevent f surface water in the vicinity • f t
backfill soils. I
o ed ponding o o
C All drainage swales should be constructed and maintained a minimum of 5 fe(W
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% o
of the lot. Swales must not be blocked by fences, landscaping, paths or oth
Homeowner installed items. 1 1
• Roof downspouts and drains should discharge well beyond the limits of foundati
backfill. I
i Plastic membranes should not be used to cover the ground surface immediate
surrounding the foundation. These membranes tend to trap moisture and preve
normal evaporation from occurring, We recommend the use of a ,.ter
suppressant ge•textile fabric.
t
BENEATH EACH WINDOW WELL AND AT
APPROXIMATE Its AROUND
THE FOUNDATION.
w
NOTES:
1. DRAIN MUST SLOPE TO A POSITIVE
GRAVITY OUTLET AND /OR TO SUMP
WHERE WATER CAN BE REMOVED
Y PUMPING
2. SLOPE BOTTOM OF TRENCH AND PIPE AT A
MINIMUM OF 1/8" PER FOOT (i.e. I %)
3. 3 OR 4-INCH DIAMETER RIGID PERFORATED PVC
PIPE (ASTM D2729 MINIMUM SCHEDULE 20), OR AN
APPROVED SUBSTITUTE
FOUNDATION
4. GRAVEL SPECIFICATION: 2" MINUS WASHED
WALT,
ROCKIGRAVEL, POORLY GRADED WITH NO MORE
THAN 30% PASSING THE 318" SIEVE AND NO
MORE THAN 10% PASSING THE #4 SIEVE, OR A
APPROVED BY THE GEOTECHNICAL ENGINEER
BACKFILL
- NON -WOVEN GEOTEXTILE FILTER FABRIC
(MIRAFI 149N OR EQUIVALENT) PLACED OVER ENTIRE
WIDTH OF DRAIN GRAVEL.
DRAIN GRAVEL - (SEE NOTE 4)
GRAVEL SHALL FILL ENTIRE TRENCH AND EXTEND LATERALLY
TO EDGE OF FOOTING AND UP AT LEAST 2" ABOVE BOTTOM
OF FOOTING WITH A MINIMUM OF 3 OF GRAVEL COVER ABOVE
PIPE AT HIGH POINT.
SLIP JOINT
1
CONCRETE SLAB
SLOPE TO
8" DRAIN PIPE _ (SEE NOTES #2 & )
DRAIN
MINIMUM AT LOCATION OF HIGH POINT,
ESTABLISH BOTTOM OF DRAIN
DO NOT EXCAVATE PIPE AT LEAST" 4" BELOW
BOTTOM OF FOOTING OR PAD
WITHIN 1:1 LINE
EXTENDING DOWN
AND AWAY FROM
CREATE MINIMUM 4" PATHWAYS THROUGH
EDGE OF FOOTING
OR UNDER THE FOOTING WITH SOLID PCV
PIPE (NOTE 3) OR FOUNDATION VOID
NOTE: NOT TO SCALE
BENEATH EACH WINDOW WELL AND AT
APPROXIMATE Its AROUND
THE FOUNDATION.
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Project Title: Standard Pacific Fireside Plan 5062
Designed By: Bob Guenther
Project Date: Monday, February 17, 2014
Client Name: Standard Pacific
company Name: Smith And Willis Heating And Air LLC
Company Representative* Bob Guenther
Company Address: 8450 Rosemary
Company City: Commerce City, CO 80022
Company Phone: (303)688-4487 -102
Company E-Mail Address: bobgsmithandwillis.com
Total Building Supply CFM: 1,100
CFM Per Square ft.:
O 200 1
Square ft. of Room Area: 5,507
Square ft. Per Ton:
2,909
Volume (W) of Cond. Space: 53,005
M
Total Heating Required Including Ventilation Air:
48,227 Btuh
48.227
MBH
Total Sensible Gain:
24,583 to
100
%
Total Latent Gain:
-1,865 Btuh
0
%
Total Cooling Required Including Ventilation Air:
24,583 Btuh
2,05
Tons (Based On
Sensible + Latent)
Htivac is an A(;(;A approvect Manuat i ana manuat u computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance
data at your design conditions.
Y:\..,\Plan 5062,rhv Tuesday, February 18, 2014, 3:19 P n)
Miscellaneous R eport
Winter: 1
0.21 81% 30% /0 34.1
Summer: 91
59 15% 50% 7 -39.04
i,
.
Main Trunk
Runuts
Calculate. Yes
Yes
Use Schedule. Yes
Yes
Roughness Factor. 0.00300
0,01000
Pressure Drop: 0.1000 imwg. /100 ft,
0.1000 in.wg. /100 ft,
Minimum Velocity. 550 ft. /min
450 ft. /min
Maximum Velocity: 900 ft. /min
750 ft. /min
Minimum height: 0 in.
0 in.
Maximum Height: 0 in.
0 in.
et. c� { � ".,� } "C""`""�"^m y t : ; 1 t i .. t t t:. t '.t > z ttt,�� t ,Y } �t't t X : tt t aai t ,.. C tti } t� k tY 4 "„ �^} k,, '�. ,x 'i•t` }', k `tk� ,�tj
Winter
Summer
Infiltration Specified: 0.200 AC /hr
0.200 AC /hr
95 CFM
95 CFM _
Infiltration Actual: 0.279 AC /hr
0.279 AC /hr
Above grade Volume: X 28.403 Cu.ft.
28 Cu.ft,
7,921 C.ft. /hr
7,921 Cu.ft. /hr
X 0.0167
X 0.0167
Total Building Infiltration. 132 CFM
132 CFM
Total Building Ventilation: 0 CFM
0 CFM
- -- System I---
Infiltration & Ventilation Sensible twain Multiplier: 14.39
= (1.10 X 0.317 X 16.00 Summer Temp.
Difference)
Infiltration & Ventilation Latent {gain Multiplier: 21.70
= (0.68 X 0.617 X 39.04 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 62.04
= {1.10 X 0.817 X 69.00 Winter Temp.
Difference}
Winter Infiltration Specified: 0.200 AC /hr (95 CFM)
Summer Infiltration Specified: 0.200 AC/ (5 CM)
Y :\ ... \Plan 5062.rhv �__
gg
i
Tuesday, February 18, 2014, 3:19 PM
3(3( Loa vi* w 1 r
.�.�..
....��...-
.»,...._
_. -I
.,...,.
7 [S
.. ....�.
..._..,..,w,., .,..,,,..,.,...... _..._.„..... fit . � ......, .,. pp.. r ##�.�...
..,m._..,_ i+ie t ^^ t"1 #i. .....».��.{{.Y..,.,«.u, /,n .-.. . " ww FY
T T rir+a 0.C"rt t.,an t;,ar�.1r
.....� .e._.......
S
Sys
pp����}}#
I"'it
Sys
�/�Mr�
F,9
FM
w Sys
}� y
f"5�ri v '.
{ FRS
Buldnt3
_- _:_
2.06 2.05 2,688 6,507
24,683
- 1,86624,583
_
48,227
9251,100
1,100
System 1
2.05 2.05 2,688 5,507
24,583
-1,865
24,583
48,227
5
1,100
1,1800 25x1
Humidification
1,797
Zone i
5,507
24,583
-1,865
24,588
45,430
925
1,100
1,100 12x1
1-Rec Room
839
1,104
-90
1
4,582
91
49
91 7,
2-Bath 4
52
9
-7
9
284
6
0
6 3
3 4
196
469
- 18
469
1,100
22
21
22 6
4 -Unf basement
1,664
1,903
-225
1,903
10,606
211
85
211 6
!
5 -Great Room
246
2,893
-216
2,893
4,342
87
129
129 7,
�
6-Kitchen/Nook
484
6,067
-275
5,067
4,244
85
227
227 8,
7-Dining
173
955
-112
955
1;,470
29
4 3
43 7
8- Master B
306
3,702
°223
3,702
4,926
98
166
166 7,7,
C
9-WO
19
74
-32
74
269
5
3
5
10- Master Bath
291
1,102
-118
1,102
1,659
33
49
49 5,
11 -WIC
93
226
-67
226
656
13
10
13 4
12-BR 2
196
1,575
-54
1,575
2,556
51
70
70 6,
1 - Bath 2
44
59
0
59
80
2
3
3 3
I
14- Laundry
94
470
-113
470
1,431
29
21
29 4
1
15-BR 3
179
1,208
94
1,302
1,439
29
54
54 7
16 -Bath 3
60
430
-83
430
855
17
19
19 4
17 -PDR
52
69
0
6 9
93
2
3
3 3
18- Study
150
1,973
-68
1,973
2,914
8
88
88 6,
19 -Entry
93
815
-184
815
1,885
38
36
38 5
20 -Hall
276
481
-74
481
1,039
21
22
22 5
Sum of room airflows
may be greater than system airflow because
system room airflow option uses the greater qt , t eahnq or
1
1
I
Y:\ ...\Plan 5062.rhv Tuesday, February 13, 2014, 3.19 PM
� J)
-- -Duct Name: SMT -100, Feeds Into: Unf basement, Fitting. 1-01, Effective Length: 147.5
Trunk
0.0003
18.6
527
0.000
Up: Fan
55
25
0.022
0.0:33
Rect
0.8
12
146.7
0.333
Presize
1,008
5.1
0.354
0.446
.. - -Duct Name: ST -110, Feeds Iran. Unf basement, Effective Length: 3..7
Supplies: Master RR, Fittings. 2 -1, 4•G, 8 -A2, 8 -A2,
Effective Length: 78.8
Trunk
0.0003
15.2
307
0.080
Up: SNIT -100
128
20
0.010
0.000
Rect
3.7
10
0.0
0,000
Presize
427
18.3
0.354
0.446
as -Duct Name: T -120, Feeds Inter: Unt basement, Effective Length: 2.5
Trunk 0.0003 18.6 322 0.000
Up: SMT -100 55 25 0.009 0.000
Rect 2.5 12 0.0 0.000
Presize 670 15.4 0.354 0.446
-- -Duct Name: SR -100, Supplies: Master RR, Fittings: 2 -1, 4 -H, Effective Length: 42.8
Runcut
0,0003
7
206
0.000
Up: ST-130
55
5.4
0.012
0.005
Rnd
2.7
7,7
40.2
0.005
Presize
55
4.9
0.345
0,455 E
-- -Duct Name. SR -110,
Supplies: Master RR, Fittings. 2 -1, 4•G, 8 -A2, 8 -A2,
Effective Length: 78.8
Runeut
0.0003
7
206
0,002
Up: ST -390
55
5.4
0.012
0.008
F
Rnd
14.2
7.7
64.6
0.000
Presize
55
26
0.
0,460
d.. -Duct Dame: ST -130,
Feeds into: Unf basement, Effective Length. 0.8
Trunk
0.0003
6.7
108
0.000
Up: ST -390
55
4
0.014
0.000
Rect
0.8
10
0.0
0.000
Presize
55
1.9
0.350
0.450
-- -Duct Name: SRr120,
Supplies: Master BR, Fittings: 2 -1, 4 -G, Effective Length: 73.6
Runout
0.0003
7
206
0.002
Up: ST -270
55
5.4
0.012
0.007
Rnd
16.0
7.7
57.6
0.009
Presize
55
29.3
0.341
0.459
-- -Duct Name: T -140, Feeds Into. Unt basement, Effective Length:. 4.8
Trunk 0.0003 12.9
142
0.000
Up: ST -270 55 14
0.003
0.000
Rect 4.8 10
0.0
0.000
Presize 138 19.3
0,350
0.450
Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM
-- -Duct Name: ST -150, Feeds 'I to: Unt basement, Effective Length: 1.5
Trunk
0.0003
15.2
285
0.00
Up: ST -290
55
20
0.000
0.000
Rect :
1,5
10
0.0
0.000
Presize
395
7.5
0.351
0.449
-- -Duct Name. SRA 40,
Supplies: Master Rath,
Fittings:: 2 -1, 4 -H, Effective
Length: 40,5
Runout
0.0003
5
183
0.002
Up: SMT -100
55
3.9
0.015
0.004
Rnd
15.0
5.5
25.5
0.006
Presize
25
19.5
0.348
0.452
-- -Duct Name. SRA 50,
Supplies. Master Bath, Fittings. 2 -1, 4 -h1, Effective
Length: 40.5
Runout
0.0003
5
183
0.002
Up: ST-350
55
3.9
0.015
0.004
Rnd
15.0
5.5
25.5
0.006
Presize
25
19.5
0.346
0.454
_- -Duct dame: ST -160,
Feeds Into:: Lfnf basement,
Effective Length: 3.3
Trunk
0.0003
15.2
415
0,001
Up: ST-350
55
20
0.019
0.000
Rect
3.3
10
0.0
0.001 j
Presize
577
16.7 _
0.351
0.449 I
-- -Duct Name: SRA 60, Supplies: 'V IC, Fittings: 2 -1, 4 -G, Effective Length:
47.3
Runout
0.0003
4
149
0,002
Up: ST -110
128
3.1
0.013
0.004
Rnd
16.2
4.4
31.1
0.006
Presize
13
16.9
0.348
0.452
-- -Duct Name. ST -170,
Feeds Into: tlnf basement; Effective Lengths 2.0
Trunk
0.0003
15.2
298
0.000
Up: ST -110
128
20
0.009
0.000
Rect
2.0
10
0.0
0.000
Presize
414
10
0.354
0.446
-- -Duct Name. SR -170, Supplies. SR 2, Fittings.
2 -1, 4 -G, Effective Length. 56,5
Runout
0.0003
6
178
0.002
Up. ST -400
55
4.7
0.011
0.005
Rnd
16.2
6.6
40.3
0.006
Presize
35
25,4
0.347
0.453
I
Y:\...\Plan 5062.rhv
Tuesday, February 18, 2014, 3:19 PM
--- duct Name: SR -130, Supplies. WC, Fittings: -1, -G Effective Length. 27,2
Runout 0.0003 3 102 0:001
Up: T-290 128 2.4 0.010 0.001
Rnd 11.8 3.3 15.3 0.003
Presize 5 9,3 0.348 0.452
- --Duct Nerve: ST-180, Feeds Into: Unt basement, Effective Length: 2.0
Supplies: Study, Fittings: 2 -1, 4 -G, 8-A2,8-A2, , Effective Length: 72.6
Runout 0.0003
Trunk 0.0003 152
235
0.000
Up: ST -190 55 20
0.007
0.000
Rect 2.0 10
0.0
0.000
Presize 327 10
0.353
0.447
-- -Duct erne: ST -190, Feeds Into: Unf basement, Effective Length: 0.7
Supplies: Study, Fittings: 2 -1, 4 -G, 8-A2,8-A2, , Effective Length: 72.6
Runout 0.0003
Trunk 0.0003 152
235
0.000
Up :: T -400 55 20
0.007
0.000
Rect 0.7 10
0.0
0.000
Presize 327 33
0.354
0.446
-- -Duct Name: ST -290, Feeds Into: Unf basement, Effective Length: 9.3
542
0.012
Trunk 0,0003 152
210
0.001
Up: ST -180 55 20
0.006
0.000
Rect 9.3 10
0.0
0.001
Presize 292 46,7
0.353
0.447
-- -Duct Name: SR -160, Supplies: BR 2, Fittings: 2-1,4-H, 8-A2,8-A2, Effective Length: 69..0
0.003
Runout 0.0003 6
178
0.003
Up: T -180 55 47
0.011
0.005
Rnd 23.2 6,6
45.9
0.008
Presize 35 36.4
0.346
0.454
-- -Duct Nerve: SR -190,
Supplies: Study, Fittings: 2 -1, 4 -G, 8-A2,8-A2, , Effective Length: 72.6
Runout 0.0003
5
Runout
0.0003 6
224
0,003
0.028
Up: ST -220
55 4.7
0.017
0.009
0.007
Rnd
183 6.6
542
0.012
Presize
44 28.8
0.337
0.463
-- -Duct Name: SR -200,
Supplies: Study, Fittings: 2-1, 4-G, Effective Length* 67.9
Runout
0.0003 6
224
0.003
Up: ST -380
55 4.7
0.017
0,008
Rnd
19.5 6.6
48.4
0.011
Presize
44 20.6
03313
0.462
-- -Duct Name: T -210,
Feeds Into: Unf basement, Effective Length: 1.2
Trunk
0.0003 9.8
144
0.000
Up: ST -380
55 8
01.005
0.000
Rect
1,2 10
0.0
0.000
Presize
80 3.5
0.350
0,450
-- -Duct Nerve: SR -210, Supplies: Entry, Fittings: 2-1,44, Effective Length: 23.01
Runout 0.0003
5
279
0.000
Up: T -210 128
3.9
0.028
0.007
Rnd 0.0
5.5
23.0
0.007
Presize 38
0
0.343
0.457
Y:\...\Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 Pik
e • r
-- -Duct Name: ST -220, Feeds Into: Unf basement, Effective Length: 1.0
Trunk
0.0003
9.8
79
0.000
g
Up: T -210
55
8
0.002
0.000
Rect-
1.0
10
0.0
0.000
Presize
44
3
0.350
0.450
-- -Duct Name. SR -220, Supplies. Seth 3, Fittings: 2 -1, 4 -G, Effective Length: 44.7
Runout
0.0003
4
218
0.005
Up: ST -370
55
3.1
0.027
OM7
Rnd
10,5
4.4
25.2
0.012
Presize
19
20.4
0.338
0.461
-- -Duct Name. ST -230, Feeds
Into: Unf basement, Effective Length: 1.3
Trunk
0.00033
9.8
302
0.000
Up: ST -370
128
8
0.016
0.000
Rect
1.3
10
0.0
0.000
Presize
168
4
0351
0.449
-- -Duct Name: SR -230, Supplies:
SR 3,
Fittings: 2 -1, 4 -G, Effective Length: 77.0
Runout
0.0003
7
202
0.002
Up; ST -360
55
5.4
0.012
0.007
i
Rnd
19.7
7.7
57.4
0.009
Presize
5 4
36
0.343
0.457
-- -Duct Name: ST -240, Feeds
Into: Unf basement, Effective Length: 7.2
Trunk
0.0003
12.9
210
0.0003
Up: ST-360
128
14
0.006
0,000
Elect
72
10
0.0
0.000
Presize
207
28.7
0.351
0.449
_- -Duct Name: SR -240, Supplies.
Hall,
Fittings: 2-1,4-G, Effective length:
44.1
Runout
0.0003
5
161
0.001
Up: ST -310
55
3.9
0.012
0.005
Rnd
5.5
5.5
38.6
0.005
Presize
22
7.2
0.347
0.453
-- -Duct Dame. ST -250, Feeds
Into. Lint basement, Effective Length: 1.8
Trunk
0.00033
12.9
256
0.000
Up: ST -310
55
14
0.009
0.000
ect
1.8
10
0.0
0.000
Presize
249
7.3
0.352
0.448
-- -Duct Name: SR -250, Supplies:
Dining, Fittings: -I, 4-H, 8-A2, 8 -A2, Effective Length: 91,3
Runout
0.0003
7
161
0.003
Up: ST -120
55
5.4
0.008
0.004 j
Rnd
40.2
7.7
51.1
0.007
Presize
43
73.6
0347
0.453
` A ...\Plan 5062.rhv
Tuesday, February 18, 2014, 3.19 PMT
SOP ae
-- -Duct Name: ST -260, Feeds Into: Unf basement, Effective Length: 3.8
Trunk 0.0003 152 451 0.001
Up ST -1201 55 20 01.322 0.000
Rect 3.5 101 0.0 0.001
Presize 627 17.5 01.353 0.447
-« -Duct Name: SR -260, Supplies: Kitchen/Nook, Fittings: 2-1,4-H, Effective Length: 60.6
Runout 0.0003
8
324
0.002
Up: ST -300 55
6.2
0.022
0.012
Rnd 7.7
8.7
52.9
0.013
Presize 113
16.1
0.337
0.463
-A -Duct Name: ST -270, Feeds Into: Unf basement, Effective Length: 6.8
Runout 0.0003
Trunk 0.0003 12.9
190
0.000
Up: ST -300 55 14
0.005
0.000
Rect 6.8 10
0.0
0.000
Presize 193 27.3
0.350
0.450
-- -Duct Name: SR -270, Supplies: Kitchen /Nook, Fittings: 2-1,4-G, Effective Length: 941.1
Runout 0.0003
8
324
0.006
Up: ST -160 55
6.2
0.022
0.015
Rnd 27.3
8.7
66.7
0.021
Presize 113
572
0.330
0.470
-- -Duct Name: ST-280, Feeds Into: Unf basement, Effective Length: 4.8
Runout 0.0003
Trunk 0.00103 15.2
334
0.0101
Up: ST -160 55 20
0.013
0.000
Rect 43 10
0.0
0.001
Presize 464 242
0.351
0.449
-- -Duct Name: SR -280, Supplies: Great Room, Fittings: 2-1,4-G, 8-A2,8-A2, Effective Length: 110.4
Runout 0.0003 7
243
0.006
Up: ST -280 55 5.4
0.016
0.012
Find 35.8 77
74.6
0.018
Pre 65 65.7
0.333
0.467
-- -Duct Name: ST -290, Feeds Into: Unf basement, Effective Length: 0.8
Trunk 0.0003 152
287
0.000
U: ST -280 55 20
0.010
0.000
Rect 0.8 10
0.0
0.000
Presize 399 42
0.351
0.449
-- -Duct Name: SR -290, Supplies: great Room, Fittings: 2.1, 4-G, 8 -A2 8 -A2, Effective Length: 113.1
Runout 0.0003
7
243
0.007
Up: ST -340 55
5.4
0.016
0.011
Rnd 45.8
7.7
67.3
0.018
Presize 65
84
0.332
0.468
Y :\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 P
-a -Duct Name: SR -300, Supplies: Laundry, Fittings: -1, 4-C, Effective Length: 36.7
�
Runout
0.0003
4
332
0.003
Up: ST -200
128
3.1
0.051
0.016
Rnd
5.8
4.4
30.8
0.019
Presize
29
6.1
0334
0.466 `
-- -Duct flame: ST -310, Feeds Into: Unf basement,
Effective Length: 7.2
143
0.001
Trunk
0.0003
12.9
279
0.001
Up: ST-200
55
14
0.011
0.000
Rect
7.2
10
0.0
0.001
P resize
271
28.7
0.352
0.448
-- -Duct Marne; SR - 310, Supplies: Bath 2, Fitting: 4-G, Effective Length: 10.2
Runout
0.0003
3
61
0.000
Up: ST -170
55
2.4
0.005
0.000
Rnd
17
33
6.5
0.000
Presize
3
2.9
0.353
0447
-- -Duct Name: ST -320, Feeds Into: Unf basement, Effective Length: 1.3
0.0003
7
Trunk 0.0003 15.2
297
0.000
Up: T -170 128 20
0.009
0.000
Rect 1.3 10
0.0
0.000
Presize 412 6.7
0.354
0.446
--- Duct dame: R -320, Supplies: PDR, Fittings: -1, 4 -t3, Effective Length: 21.2
46
Runout 0.0003 3
61
0.000
Up: ST -230 55 2.4
0.005
0.001
Rnd 6.5 3.3
143
0.001
Presize 3 5.1
0350
0 450
-- -Duct Name: ST -330, Feeds Into: Unf basement, Effective Length: 5.0
Trunk 0,0003 9.8
299
0.001
Up: ST -230 128 8
0.015
0.000
Rect 5.8 10
0.0
0.001
Presize 166 17.5
0.350
0.450
Runout
0.0003
7
172
0.003 1
Up: ST -150
128
5.4
0.008
0.005 1
Rnd
41.0
7.7
68.5
0.009
Presize
46
75.1
0.342
0.458
YA ,..1Pl n 5062.r v Tuesday, February 18, 2014, 3:19 P
t�
-- -Duct lame: ST -300, Feed Into: Unf basement, Effe Length: 3.
Trunk', 0.0003 15.2 220 0.000
U: ST -340 55 20 0.006 0.000
Rect 32 10 0.0 0.000
Presize 306 15.8 0.350 0.450
--- Duct Name: ST -340, Feeds Into: Unt basement, Effective Length: 0.8
Runout 0.0003
l
Trunk
0,0003
15.2
267
0.000
0.020
U: ST -150
55
20
0.008
0.000
8.8
Rect
0.8
10
0.0
0.0001
Up: ST -240 128 4,7
Presize
371
..
4.
_ .
0.351
_... _
0.449
...
Presize 22 30.1
--- Duct Name: SR -348, Supplies: Rec Room, Fittings: 2-1,4-AD, Effective
Length: 85.3
-- -Duct Name: ST -370, Deeds Into: Unf basement, Effective Length: 1.5
Runout
01.0003
7
172
0.003
0.01015
Up: T -260
128
5.4
0.008
0.004
0.351
Rnd
31.7
77
53.7
0,007
Presize
46
58
0.347
0.453
-- -Duct Name: ST -358, Feeds Into: Unt basement, Effective Length: 6.3
Runout 0.0003
l
Trunk 0.0003 15.2
433
0.001
2.4
Up: ST -230 55 20
0.020
0.000
3.3
Rect 6.3 10
0.0
0.001
8.8
Presize 602 31.7
0.352
0.448
112
-- -Duct Name: SR-350, Supplies: Bath 4, Fittings: 2 -1, 4 -D, Effective Length: 28.5
Runout 0.0003
3
122
0),001
Up: T -250 128
2.4
0.013
0.002
Rnd 11.2
3.3
17.3
0.00 ?4
Presize 6
8.8
0348
0,452
-- -Duct Name: ST-360, Feeds Into: Unf basement, Effective Length:. 3.3
Runout 0.0003
Trunk 0.0003 12.8
256
01.000
Up: ST -250 55 14
01.000
0.01010
Rect 3.3 10
0.0
0.000
Presize 249 133
01.352
0.448
-- -Duct Name: SR -360, Supplies: BR 4, Fittings: 2 -1, 4 -AD, Effective Length:
55.7
0.475
Runout 0.01003 6
112
0.0101
Up: ST -240 128 4,7
0,005
0.002
Rnd 19.2 6,6
36.5
0.003
Presize 22 30.1
0.349
0,451
-- -Duct Name: ST -370, Deeds Into: Unf basement, Effective Length: 1.5
Trunk 0.0003 12.9
190
0.000
Up: ST-240 128 14
0.01015
0.000
Rect 1.5 10
0.0
0.000
Pres 185 6
0.351
0.449
-- -Duct Name: SR -370, Supplies: Unf basement, Fittings: 2 -1, 4-AD, Effective Length: 72.4
Runout 0.0003
6
357
01.006
Up: ST -330 128
4.7
0.035
0.019
Rnd 16.2
6.6
56,2
0.025
Presize 70
25.4
0.325
0.475
Y.\ ..,\Plan 5062.rhv Tuesday, February 18, 2014, 3.19 PM
-- -Duct Name: SR-380, Supplies: U basement, Fittings: 2-1, 4-AD, Effective Length: 60.6
Runout 0.0003
6
357
0.004
Up: ST-140 128
4.7
0.035
0.017
Rnd 11.7
6.6
48.9
0.021
Presize 70
18.3
0.329
0A71
-- -Duct Name: ST-390, Feeds Into: Unf basement, Effective Length: 1.8
Trunk
0.0003
12.9
113
0.000
Up: ST-140
55
14
0.002
0.000
Rect
1.8
10
0.0
0.000
Presize
110
7.3
0.350
0.450
-- -Duct Name: SR-390, Supplies: Unf basement, Fittings: 2-1, 4-AD, Effective Length: 67.1
Runout
0.0003
6
357
0.005
Up: ST-320
128
43
0.035
0.018
Rnd
14,5
6.6
52.6
0.023
Presize
70
22.8
0.330
0A70
-- -Duct Name: ST-400, Feeds Into: Unt basement, Effective Length: 1.8
Trunk 0.0003 152 261 0.000
Up: ST-320 55 20 0.008 0.000
Rect 1.8 10 0.0 0.000
Presize 362 9.2 0.354 0,446
Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow. CFM, Velocity: ft,/min, Temperature:
F
Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at
the exit. The cumulative static pressure loss value for a return trunk is with respect
• the entry point of the
return runout upstream with the highest static pressure available. Total and cumulative static pressure loss
values for the supply main trunk include any device pressure losses entered, and the cumulative may also
include the total static pressure loss of the return side.
Number of active trunKS: ji
Number of active runouts, 30
Total runout outlet airflow: 1,288
Main trunk airflow: 1,098
Largest trunk diameter: 18.6 SMT -100
Largest runout diameter: 8 SR-260
YA ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM "I
- -Duct Name: ST-380, Feeds Into: Unf basement, Effective Length: 1.7 1
Trunk 0.0003 9.8 223 0.000
Up: ST-330 55 8 0.010 0.000
Rect 1.7 10 0.0 0.000
Presize 124 5 0.350 0A50
va e�i �f 1 ht Cram rcpt "VAC Ge ate �+i�ar e a a�__*
it MtrRt s A
Standard * tf c'F ' 'd $062
e co 80125 P
Smallest trunk diameter: ' .'� ST -130 �
Smallest runout diameters 3 SR - 130
Supply fan external static pressure: 0.600
Supply fan device pressure losses: 0.300
Supply fan static pressure available. 0.500
Runout maximum cumulative static pressure loss: 0.475 SR -370
Return less added to supply: 0.113
Total effective length of return{ ft. }. 472..7 Low
I Total effective length of supply (ft. ): 266.9 SR -070
Overall total effective length ( ft. 741.7 Low to SR -370
Design overall friction rate per 100 ft.. 0.067 (Available SP x 100 f TEL)
System duct surface area (loo Scenario ), 1279A
Total system duct surface area. 1279.1
E
S
{
t
�_a,�........_._. �._ ._..„�„,.:. _ . ............�. .. .e....m..�,......a......�,. _....._.,... w...,...mw.:.- ......,_.. .,, ........,...,:....,,.,.».,:.,....,..,., �.,.....,.:„.:.,... �.,..,.,.. Ww..,..........e ...,:.,... .,,,....�.,e ..,.e... a.,..,..,...,.,. r,,..-..«..,,. �,,,. m ,.,..:...._.,,.,............».. w.,w -.,r
r :\ ...\Plan 506 .rhv Tuesday, February 16, 2014, 3:19 PM
- - -Duct Name: ! T-110, Feeds From: Unt basement, Effective Length: 0.5
0.0003
12.9
Trunk 0.0003 18.6
345
0.000
Up. RMT -100 75 25
0.010
0.000
Rect 0. 12
0.0
0.000
Presie 718 3,1
-0.037
0.030
-- -Duct Name: T -120, Feeds From: Unf basement, Effective Length. 2.7
359
2
Trunk 0.0003 12.9
369
0.000
Up. RT -140 75 14
0.017
0.000
Rect 2.7 10
0.0
0.000
Presi e 359 10.7
-0.037
{3.029
--- Duct Name: RT -130, Feeds From: Unf - basement, Effective Length: 2..7
Trunk 0.0003 12.9
369
0.000
Up: RT -110 75 14
0.017
0.000
Rect 27 10
0.0
0.000
Presfe 359 10.7
-0.037
0.030
--- Duct Name. RT -140, Feeds From: Unf basement, Effective Length: 1.2
0.0003
12.9
Trunk 0.0003 18.6
172
0.000
Up; RT -110 75 25
0.003
0.000
Rect 12 12
0.0
0.000
reslze 359 7.2
-0.037
0.030
-- -Duct Name; RT -150, Feeds From: Unf basement, Effective Length: 1.0
359
2
Trunk 0.0003 18.6
274
0.000
Up: RMT -100 75 25
0.007
0.000
Rect 1.0 12
0.0
0.000
Pse 570 6.2
-0.037
0112
-- -Duct Name: RT -160, Feeds From: Unf basement, Effective Length: 12.8
Trunk 0.0003 10
616
0.007
Up: RT -150 75 7.8
0.052
0.000
Rnd 12.8 10.9
0.0
0.007
Preslze 336 33.6
-0.031
0.106
Runout
0.0003
12.9
369 0.400
Up: RT -120
75
14
0.017 0.029
Rect
0.5
10
169.4 0.029
Presle
359
2
-0.008 0.029
1
YA ... \Plan 5062.rhv
Tuesday, February 18,2014•, 3:19 P
-- -Duct Name. RMT -100, Feeds From: Unf basement, Fittings: 5 -H1, -L Effective Length: 258.2
Trunk 0.0003 18.6 618 0.000
Up: Far, 75 25 0.029 0.075
Rect 0.5 12 257.7 0.075
Presi e 1,286 3.1 -0.038 0.113
° ;M EW
___D Name: Low, Returns From: Kitchen /Nook, Fittings: -B, 6 -H, 8-133C, Effective Length: 170.0
Runout
0.0003
12.9
369
0.000
Up: RT-130
75
14
0.017
0.029
Rect
0.6
10
169.4
0.029
Presize
359
2.4
-0-008
0.02
-- -[duct arise: RT -170, Feeds From: Unf basement, Effective Length. 5.7
Runout
Trunk 0.0003 9.8
421
0.002
Up: RT -150 75 8
0.031
0.000
Rect 5.7 10
0.0
0.002
Presize 234 17
4036
0.027
-- -Duct Name: R -160, Feeds From: Unf basement, Effective Length: 6.7
7.7
37.6
Trunk 0.0003 9.8
421
0.002
Up. RT -170 75 8
0.031
0,900
Rect 6.7 10
0.0
0.002
Presize 234 20
-0.034
0.025
-- -Duct Name: Love, Returns From: Rec Room, Fittings. 6 -C, 6 -G, 8 -A2, Effective length. 200.7
_
Runout 0.0003 12.9
346
0.000
Up: RT -160 75 14
0.015
0.031
Rect 0.5 10
2002
0.031
Presize 336 2
0.000
0.031
- - -Du t Nerve: Mstr Nigh, Returns From: Master RR, Fittings: 6-C, 6-G, 12-S, Effective Length. 37.9
Runout
0.0003
7
292
0.000
0.004
Up: RT -130
75
5.4
0.022
0.008
4033
Rnd
O.3
7.7
37.6
0.008
Presize
78
O.6
- 0.026
0.008
-- -Duct Nerve: RT -190, Feeds From: Unf basement, Effective Length: 1.
Trunk
0.0003
9.8
281
0.000
Up: RT-180
75
8
0.015
0.000
Rect
1.5
10
0.0
0.000
Presize
156
4.5
-0.033
0.025
m_ -Duct Name: Mstr High, Returns From: Master RR, Fittings: 6 -C, 6•G, 12 -, Effective Length: 50.9
Runout
0.0003
7
292
0.000
Up. RT -190
75
5.4
0.022
0.011
Rnd
0.3
7.7
50.5
0.011
Presize
78
0.6
-0.023
0.011 E
-- -Duct Name: RT -200, Feeds From: Unt basement,; Effective Length: 1.0
Trunk 0.0003 9.8
140
0.000
Up: RT -190 75 8
0.004
0.000
Rect 1.0 10
0.0
0.000
Presize 78 3
4033
0.025
Y:1...1Pian 5062.r v Tuesday, February 18, 2014, 3 :19 PM
Number of active runouts:
Total runout outlet airflow:
Main trunk airflow:
11
6
1,288
1,288
Largest trunk diameter:
18.5
RMT -100
Largest runout diameter.
12.9
High
Smallest trunk diameter:
9.8
RT -170
Smallest runout diameter:
7
M tr High
Runout maximum cumulative static pressure less:
0.031
Loy
Return loss added to supply.
0.113
Total effective length of return ( ft.):
472.7
Low
System duct surface area (Jo Scenario):
127.3
Total system duct surface area:
127.8
€
Rhvac is an ACCA approved Manual J • Manual D computer program.
Calculations are performed per ACCA Manual i 8th Edition, Version 2, and ACcA Manual D.
All computed results are estimates as b uilding use an weather may vary�
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance
data at y our desi • o'
Y\ ... \Plan 5052.rhv Tuesday, February 18, 2014, 3 :18 P
Rear Entry Door: Door-R=2.8
21.4
526
0
168
168
R6.2 Door: Door-U=.161
24
267
0
85
85
151315-0w-9: Wall-
903.2
3,115
0
39
39
Basement R1 -9: Wall-Basement, Custom, R -1
1828.3
6,641
0
89
89
Basement wall
I 12F-Osw Wall-Frame, R-21 insulation in 2 x 6 stud cavity,
2140.9
9,604
0
1,574
1,574
no board insulation, siding finish, wood studs
16B-38- Roof/Ceiling-Under Attic with Insulation on Attic
2757.5
4,947
0
3,295
3,295
Floor (also use for Knee Walls and Partition Ceilings),
Vented Attic, No Radiant Barrier, Dark Asphalt
Shingles or Dark Metal, Tar and Gravel or Membrane,
R-38 insulation
21 A-32: Floor-Basement, Concrete stab, any thickness, 2
2749.9
3,795
0
0
0
or more feet below grade, no insulation below floor,
any f loor r cover, shortest side of f loor stab is 32' wide
.. . .. .......
.......
Subtotals for structure:
38,242
0
17,895
17,895
People:
5
1,000
1,150
2,150
Equipment:
0
1,200
1,200
Lighting:
0
0
0
Ductwork:
0
0
0
0
Infiltration: Winter CFM: 132, Summer CFM: 132
8,188
-2,865
1,897
-968
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
Humidification (Winter) 4.90 gal/day:
1,797
0
0
0
ARIA} Excursion:
.. ... .. ...... . . . . .. ..... . . .
....... ...
0
0
2,441
- - ------- - -
2,441
System I Whole House System Load Totals:
48,227
-1,865
24,583
22,718
Supply CFM: 1,100 CFM Per Square ft.: 0.200
Square ft. of Room Area: 5,507 Square ft. Per Ton: 2,909
Volume (ft of Cond. Space* 53,005
Total Heating Required Including Ventilation Air 48,227 Btuh 48,227 MBH
Total Sensible Gain: 24,583 Btuh 100 %
Total Latent Gain: -1,865 Btuh 0 %
Total Cooling Required Including Ventilation Air: 24,583 Btuh 2.05 Tons (Based On
Sensible + Latent)
" Rhva�Cisan �ACCA �appro�vedMa�nual J �and M�anul D Momp pMgram�������
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and t 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 I
data at your design conditions,
Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014; 3:19 P T_'�
Cooling
System Type:
Standard Air Conditioner
Outdoor Model:.
CA13NA03 .... (A R)
Indoor Model:
CNPV*4221AL. *+TIER
Tradename:
13 SEER PURON AC
Outdoor Manufacturer:
CARRIER AIR CONDITIONING
AHRI Reference No.:
5305463
Normal Capacity:
33000
Efficiency:
13 SEER
Heating
System Type:
Natural Gas Furnace
Model:
5SC2f3080S21 - -20
Tradenarne:
Carrier
Manufacturer:
CARRIER CORPORATION
Description:
Natural Gas or Propane Furnace
Capacity:
75000
Efficiency:
02.1 AFUE
E
r
i
Y:\ ...\Plan«5062.rhv ym ._...W_ _
I
1
Tuesday, February 16, 2014, 3:10 PM
Room Length:
839.1 ft.
System Number.
1
Roam Width:
1,0 ft.
Lone Number:
1
Area:
839.0 sq.ft.
Supply Air:. 91
CFI
Ceiling Height:
10.2 ft.
Supply Air Changes: 0,6
AC /hr
Volume:
8,530.0 cu.ft.
Req. pent. 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 lnfil.:
4
CFM
Actual Summer lnfil.:
4
CFM
\
°
ft $ 1t } It t
�`�`��','� �lr u`k t;11 ;. ti t I t, t �i s � , ,! `` 7 :.., 1 \1 § tl�l t s ila i� :. 1� `V�'�:"it it y�..yS 1 a+ ,.. t 11 z 3
.�`
�
:, wt1
.,_���
N- WallKK15S15 -Ovu -9
412.9 0.047
3.5 n.., 1439 0.0
O
21
10.2
SE- Wall - 151315 -0w-9 14.4 X
146 0.047
3.6 523 0.1
0
10
10.2
SW-Wall-15BI5-Ow-9 17 X 10.2
156.9 0.047
3.3 522 0.0
0
3
NW- GlsMAtrium shgc -0.33 O %S
16 0.310
21.4 342 25.0
0
409
SW- CPIs- Atrium\ she -0.33 O °IBS
16 0.310
21.4 342 30.8
0
492
Floor 21 A-32 1 X 839A �.. _ _
_ .:... 839.1 ,. _ 0.0
.. _ ._ 1.4 .. � 1 ,. 0.0
Subtotals for Structure:
4,326
0
935
lnfil.: Win.: 4.1, Surn.: 4.1
9 0
2.853 256 0.657
-90
59 "
AED Excursion
110
Room Totals:
4,582
-90
1,104 l
Y:1...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM
4 R-o s
g. & clg.
51.6 0,020 1 4 71 0.0
._. ... ____. . . A.
Occurrences:
5.3
ft.
System Number:
9.7
ft:
Zone Number:
52.0
sq.ft.
supply Air:
10.2
ft.
Supply Air Changes:
524.0
cu.ft.
Req, Vent. l:
1
%
Actual Winter Vera.:
CFM
0
Percent of supply.:
Actual Summer Vent.:
Percent of supply:
Actual Winter Infil.:
Actual summer Infil.:
Floor- 21A -32 1 51.6
_... ____ .w.... __._.. _._..__...r..:
51.6 0,020 1 4 71 0.0
._. ... ____. . . A.
u _
_._�0
Subtotals for structure
265
0
CFM 3
0.6
AC/hr
0
CFM I
0
CFI
0
%
0
CFM
0
%
0
CFM
0
CFI
Floor- 21A -32 1 51.6
_... ____ .w.... __._.. _._..__...r..:
51.6 0,020 1 4 71 0.0
._. ... ____. . . A.
u _
_._�0
Subtotals for structure
265
0
Infil.. Win.: 0.3, Sum.. 0.3
7 2 921 19 0 615
7
4
AED Excursion.
1
Roam Totals.
284
-7
9 C
{
{
S
1
{
{
{
j
11
E
�:\ ...\Plan 50 2.rhv Tuesday, February 18, 2014, 3:19 P
Detailed Loads:
1.
rt Calculation Mode. Htg. & clg. Occurrences:
I
0
Room Length: 141 ft. System Number.
"I
�
Room Width. 13.3 ft. Zone Number.
1
Subtotals for Structure,
Area. 196.0 sq.ft. Supply Air.
22
CFM
Ceiling Height: 10.2 ft. Supply Air Changes.
0.7
AC/hr
Volume. 1,988.0 cu.ft. Req. Vent. Clg.
0
CFM
3 Number of Registers. 1 Actual Winter Vent..
0
CFM
Percent of Supply..
0
%
Actual rummer Vent..
0
CF
Percent of Supply.
0
%
Actual Winter Infil..
1
CFM
Actual Summer Infil.:
1
CFM
10.2
! NW-GIs-Atrium shgc 0 3 O %S
16 0.310 21 4 342 2
0
409
Floor-21A-32 1 X 195.6
135 6 0.020 1 4 270 0.0
_ _._ .._. _ __, ._ _ _. , _.. , _ e a
�?
Subtotals for Structure,
1,049
0
410
Infl.. Win.. 0.8, Sum.: 0,3
18 2.649 51 0.670
-18
12
AED Excursion:
�...__.. b �_....._,m_ .........
..... .�._,_... , __...._ ,..�„ ._._ _. _ .wrw ...._ _.� , ,._. _.., ,.
47
Room Totals:
1,100
-18
469
l
I
i
E
Y:\ ...\Plan 606 .rhv Tuesday, February 18, 2014, 3:19 P
Room Length:
1,663.8
ft.
System Number:
1
0.1
Doom Width:
1.0
ft.
Zone Number:
1
Area:
1,664.0
sq.ft.
Supply Air:
211
CFM
Ceiling Height:
10.2
ft.
Supply Air Changes:
0.7
AC/hr
Volume:
16,916.0
tuft.
Re. Vent. Clg:
0
CFM
Number of`Registers:
3
SE- Wall - Basement R11 -9 5 X
Actual Winter Vent..
0
CFM
186
0.1
0
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
NE -Wall- Basement R11 -9 &3 X
84.7
0.051
Percent of Supply:
0
°lam
0
f
10.2
Actual Winter Infil.:
10
CFM
Actual Summer Infil.:
1 0
CFM
NW- Wall - Basement RI 1-9 12.7
126,9
4.051
37
472
0.1
X 10.2
NE -Wall- Basement R11 -9 12.5
127.1
0.051
17
465
0.1
0
8
X 10.2
SE- Wall - Basement R11 -9 5 X
50.8
0.051
33
186
0.1
0
3
10.2
NE -Wall- Basement R11 -9 &3 X
84.7
0.051
3.7
310
0.1
0
f
10.2
SE -Wall- Basement RI 1-9 20 X
203.4
0.051
3.7
744
0.1
0
10.2
NE- Wall - Basement R11 -9 29 X
294.9
0,051
37
1,079
0.1
0
18
10.2
SE- Wall - Basement R11 -9 49.8
474.8
0.451
3..6
1,745
0.0
0
14
X 10.2
SW -Wall- Basement R11 -9 18 X
167.1
0.051
3.6
595
0.0
0
3
10.2
NW -Wall- Basement R1 1-9 14.3
145.7
0.051
3.7
533
0.1
0
9
X 10.2
SW- Wall - Basement R11 -9 14.8
150.8
0.051
3.7
552
0.1
0
9
X 10.2
1
SE -Gis- Atrium shgc -0.33 O%S
16
0.310
21 A
342
30..8
0
492
SE -GIs- Atrium shgc -0.33 O %S
16
0310
21.4
342
30.8
0
492
SW -GIs- Atrium shgc -0.33 O %S
16
0.310
21.4
342
30.8
0
492 1
Floor-21A-32 1 X 1661
- 1663.8 .._
0.020
_ w
.. 2,296 _
0.0 .,__.
, 0
_ .... m .
Subtotals for Structure:
9,963
0
1,565
lnfil.: Win.: 10.4, Sum.: 10.4
225
2,856
643
U62
225
149
AED Excursion: _ - _. ��.�. , .
_ _....� .. �.
_. �.._
.�.. �� ...,,._ .__
__.
.. w. -. .....
�,_
189
_.. .... ,..
_
Room Totals.
10,606
-225
1,903
Y:\ ... \Plan 506.rhv Tuesday, February 18, 2014, 3 :19 PM
Roam Length:
143
ft.
system Number:
1
0.7
Room Width:
172
ft.
Zone Number:
1
4.5
Area:
246.0
sq.ft.
Supply Air:
129
CFM
Ceiling Height:
9.1
ft.
Supply Air Changes:
3.5
AC /hr
Volume:
2,235.x!
au. t.
Req. Vent. C fg:
0
CFM
Number of Registers:
2
SW-GIs-Atrium s gc "0.33 O %S
Actual Winter Vent.:
0
CFM
#
30.7
0
Percent of Supply.:
0
%
0.026
._.,..__.,.
1.8
-.. -------- ....__._,,._.,
441
Actual Summer Vent.:
0
CFM
Subtotals for Structure:
Percent of Supply:
0
%
0
2,100
Infil.. Win.: 19.2, Sum.. 19.2
Actual Winter Infil.:
19
CFM
1,189
0.663
®4161
Actual Summer Infil.:
19
CFM i
SE- Wall- 12F -Osw 14.3 X 9.1
130.1
0.055
4.5
534
0.7
0
96
SW- Wall- 12F -Osw 17.2 X 9.1
105.9
0.065
4.5
475
0.7
0
78
SW- GIs - Atrium shgc -0.33 O %S
12.5
0310
21.4
267
307
0
384
SW -GIs -Atrium shgc -0.33 O %S
12.5
0.310
21.4
267
30.7
0
384
SW-GIs-Atrium s gc "0.33 O %S
25
0.310
21.4
535
30.7
0
768 t
UP Ceil 1613-38 246 1 X 1
_..,... ,.____.. - - --
_2463 1 ._..._...,.
0.026
._.,..__.,.
1.8
-.. -------- ....__._,,._.,
441
_... 1 _
_.
294
Subtotals for Structure:
3,153
0
2,100
Infil.. Win.: 19.2, Sum.. 19.2
416
2.857
1,189
0.663
®4161
276
A ED Excursion
287
Po o Ie 2 Eatlper, 0 se r
P
1 .
,.. _- -__. _
Room Totals: N
. _:..
� __..
w.. . ._
..
4,342
- _ ___N.....
,._
-216
_230
2,893
F
I
Y:\ ... \Plan 506 .rhv Tuesday, February 18, 2014, 3.19 P
0
Room Length:
484.3 ft.
System Number:
1
Room Width:
1.0 ft.
Zone Number:
1
Area:
484.0 sq.ft.
Supply Air:
227
CFM
Ceiling Height
9.1 ft.
Supply Air Changes:
3.1
AC/hr
Volume:
4,399.0 cu.ft.
Reel. Vent. CI:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CM
Percent of Supply:
0
%
Actual Winter Infil.:
13
CFM
Actual Summer Infil.:
13
CFM
I
r
re.
w
N1iV W1I- 12F -Osw 15.5 X 9.1
140.7 0.085
4.5 031 O.7
O
1O3
SW- Wall- 12F -Osw 14.9 X 9.1
54.8 0.065
4.5 246 0.7
0
40
SW -Gls- Atrium shgc -0.33 O %S
80 0.310
21.4 1,711 301
0
2,459 €
UP 1013 38 484.3 X .. _.
.....484.3 0
....
_ _.. 1 8 ------ _
�Ceil
Subtotals for Structure:
3,457
0
3,181
Infil„ Win.: 12.7, Sum.: 12.7
276
2.856 787 0.654
-275
183
AED Excursion:
503
Egupraent m .a
�,_
mw_ r
0 e _:_,200
1
Room Totals:
4,244
°275
5,067 �
i
�:\ .,.\Plan 5062.rhv
Room length:
12.3
ft.
System Number:
1
�.. 72 7 _0.026 _ _ � . � 1. .. _31.0 .m. 1..n _
Room Width:
14.0
ft.
Zone Number:
1
786
Area:
173.0
sq.ft.
Supply Air:
43
CFM
Ceiling height:
3.1
ft.
Supply Air Changes:
1.6
AC/hr #
Volume:
1,568.0
cu-ft,
Req. Vent. Clg:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CF
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM I
Percent of Supply:
0
%
Actual Winter Infil.:
5
CFM
Actual Summer Infil.:
5
CFM
NW -Gls- Atrium shgcm0.33 O %S
20 0.310 21.4 428 25.6
0
511
UP C it 165 8 172 X 1 _ __.
�.. 72 7 _0.026 _ _ � . � 1. .. _31.0 .m. 1..n _
�m.. 0
... 2037 l
Subtotals for Structure:
1,156
0
786
Infil.: Win.: 5.2, Sum.: 5.2
112 2.855 325 0.661
-112
74
Ai Excursion: �.
_...__ ...r .,
__. �__.�_ . _, -.._� �...,__ �._.__ .� ...
�.� _� _ .e: , ��.
_.�rv4 _ „�:.
.. w0.
Room Totals:
1,475
-112
355
V
I
i
I
}
I
Y :\ ... \Plan 5062.rhv Tuesday, February 18, 2014, :13 P
Calculation Mode :: Htg. & c1g.
Occurrences:
Room Length: 3064 ft.
System Number:
1
Room Width: 1.0 ft.
Zone Number:
1
'
Area: 306.0 sq.ft.
Supply Air:
166
CFM
Ceiling Height: 9.1 ft.
Supply Air Changes:
3.6
AC/hr
Volume: 2,783.0 cu.ft,
Req, Vent. Clg:
0
CF
Number of Registers: 3
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
h
Percent of Supply:
0
%
Actual Winter Infil.:
19
CFM
Actual Summer Infil.:
19
CFM
r ' b t w l- ll'12F
-Osw 14.3 �C 9.1 `109.8
0.065 4. 492
0.
>
0
81 j
SE- Wall- 12F -Osw 14.3 X 9.1 130.1
9.065 4.5 584
0.7
0
96
SW- Wall -1 F -Osw 18 X 9.1 108.4
0.065 4.5 486
0.7
0
80 ,
NW- Cis - Atrium shgc -0.33 O %S 20
0.310 21.4 428
25.6
0
511
W -Gls- Atrium shgc- 0.33 0 °IBS 15
0.310 21.4 321
30.7
0
461
SW -Gls- Atrium shgc -0.33 O%S 15
0.310 21.4 321
30.7
0
461 ,
SW -Gls- Atrium shgc -0.33 O %S 25
0.310 21.4 535
30.7
0
768
llP Cell 1613 38 3K4 7C T 1 _ _._.. _., 306.4
0 026 w 550 .._
._
.... , ._..
.... -_
366 ,. s
Subtotals for Structure:
3,717
0
2,824
Infil.: Win.: 19.5, Sum.: 19.5 423
2.856 1,209
0.661
°423
280
A D Excursion:
368
People: 200 latlper, 230 senlper �. _ .,
_
. .. .
__ ._. _ _
_ 200
230
Room Totals:
4,926
-223
3,702
Y :1 ... \Plan 5062.rhv Tuesday, February 18, 2014, :19 PM
Htg. & clg.
..,. � `� - -- ���- � 0 025 _.. _. w �.: � .� _.... �. __r . - _ _ _ .__...
Occurrences:
1
Subtotals for Structure:
3.5
ft.
System plumber:
1
32 2.863 01 0.001
5.5
ft.
Zone lumber:
1
�..:
10.0
sq.ft.
Supply Air:
5
CFM
0.1
ft.
Supply Air Changes:
1.8
AC/hr
175.0
cu.ft.
Req. Vent. Clg:
0
CFM
1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent.:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
1
CFM
Actual Summer Infil.:
1
CFM
l! P -Ce 1 1 3 38 _ w ... .., ..�....._
..,. � `� - -- ���- � 0 025 _.. _. w �.: � .� _.... �. __r . - _ _ _ .__...
� ... . 0 _.
Subtotals for Structure:
178
0
48
Infil.: Win.: 1.5, Sum.: 1.5
32 2.863 01 0.001
-32
21
AED Excursion
._ . �..
�..:
Room Totals:
253
-32
74
1':\ ...\Plan 502.rhv Tuesday, February 18, 2014, 3:10 P
2912
ft.
System dumber:
1
30.0
1.0
fit.
Zone Dumber:
1
0310 21.4
291.0
s.ft.
Supply Air:
4 9
CFM
9,1
fit.
Supply Air Changes:
1.1
AC /hr
2,645.0
c.ft.
Req. Vent. Clg.
0
CFM
2
0
Actual Winter Vent.:
0
CF
2.855
337
Percent of Supply..
0
% 1
AFD Excursion:
��..._ ._,....m......_a ... �..�..._
�...ww., _.
Actual Summer Vent..
0
CM
109
�_ _ ..._...._,
Percent of Supply.
0
%
1,659
Actual Winter Infil..
5
CFM
Actual Summer InfiL:
5
CFM
SF- GIs- Atrium shgc -0.33 O %S
8
0.010 21 A.
171
30.0
0
246
SF -Gls- Atrium shge -0.33 O %S
8
0310 21.4
171
30.8
0
246
UP Ceil 1613 8 231.2 X _._ .v _
291. _
0.026 T.... 1 , _
�:.,?23_
n 1.
_ .. ._.. ...........
348.
Subtotals for Structure:
1,322
0
915
Infil,: Win.: 5.4, Sum.: 5.4
118
2.855
337
0.661
-118
78
AFD Excursion:
��..._ ._,....m......_a ... �..�..._
�...ww., _.
.�.._............w.� . _.....
_.,_.... _ ..._��..,.�.
109
�_ _ ..._...._,
Room Totals:
1,659
-118
1,102
6
i
i
( :\ ...\Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM
Calculation lode:
Htg. & clg.
Occurrences:
1
Room Length:
7.3 ft.
System Number:
1
Room Width:
12.7 ft.
Zone Number:
1
Area:
93.0 sq.ft.
Supply Air:
13 CFM
Ceiling Height:
9.1 ft.
Supply Air Changes:
U.9 AC/hr
Volume:
644.0 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 lnfil.:
3 CFM
Actual Summer lnfil.:
3 CFM
& } }} J\ \. t i .1 t t ✓ 1 t:4 G4 t .. 1 1 Fit.,t:t� ll � i . \ ta`t Y ,$� nlyl 1 S ; N` yq
i� atiti�A`,. !. 'a+�U�f `� '
�'J.
P
SF- Wall 12F -Osr
UP Ceil 16R 38 92 9_ X 1
, _ _ N 92.9 U_U26
1.8 167 __....w.. 1 . 2
_ 0 ._._..@
1 1.1.._
Subtotals for Structure.
466
0
160
lnfil.. Win.: 3.1, Sum.. 3.1
67
2.855 190 U.661
-67
4
AFC? Excursion.
Room Totals.
656
-67
226 VV
C
Z
Y:1 ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM
t iled Room Loads - Roo 12 _ 2 n ' C qy
w
k+U', t :t,
$ g� 1U �`��,�a . �3rS
".MISS iy. '
��1 ij�jo2
(� x� }ht� r]{� /�yy �J�/ �?/k� *U�.
Ht g, j^a
Calculation Mode. Htg. & c1
k✓R✓ti I A l i f d4 T.
Room Length.. 195.8 ft.
System Number.
1
Room Width. 1.0 ft.
Zone Number:
1
Area. 196.0 sq.ft.
Supply Air.
70
CFM
Ceiling Height. 9.1 ft.
supply Air Changes.
2,4
AC/hr
Volume: 1,778.0 cu.ft,
Re« Vent. Clg:
0
CFM
Number of Registers: 2
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
°lam
Actual Summer Vent.:
0
CFM
Percent of Supply.
0
%
Actual Winter lnfil.:
12
CM
Actual Summer lnfil
12
CFM
l
NE- a11�12 -Os 18.5 X 9,1 1.8
0.085 4.5 072 0.7
0
110 �
SE- Wall- 12F -0sw 11.5 X 9..1 84.4
0.065 4.5 879 0.7
0
62
SE-GIs-Atrium shgc -0.33 0 °IBS 20
0310 21.4 428 80.8
0
615
UP „Carl 1613 38 195.8 1 ... . . 195 8 _
.. .. .
0 026 _ . 1 e _ .m. ._ . _ . .._ .
, ,.. _
. _
.- 234 .
Subtotals for Structure.
1 ,830
0
1,021
lnfil.. Win.. 11.7, Sum.. 11.7 254
2.856 726 0.661
-254
168
AED Excursion
156
People 200 lat/per, 230 sen per . __.... _ .. .__
.._... _ _ ..
_.: 200
_
230
Room Totals.
2,556
-54
1,575
I
Y.\ ...\Plan 506.rhv Tuesday, February 18, 2014, 3.19 PM
r d Pr r
� , z .,
, Y; �h:
Calculation Mode:
Htg, & clg.
Occurrences:
1
Room Length:
8.3 ft.
System Dumber:
1
Ream Width,
6.3 ft.
None Dumber:
1
Area:
44.0 s.ft.
Supply Air,
3
CFM
Ceiling Height.
3.1 ft.
Supply Air Changes:
0.4
A
Volume:
403.0 cu.ft.
Req. Vent. Clg:
0
CFM
Dumber of Registers:
1
Actual Winter Vent..
0
CFM
Percent of Supply..
0
%
Actual Summer Vent..
0
CFM
Percent of Supply:
0
%
Actual Winter lnfil «:
0
CFM 1
Actual Summer Infil..
0
CFM
Y:\ ... \Flan 6062.rhv Tuesday, February 13, 2014, 319 PM
[_Detailed Room Loads c r
,1,
Calculation Mode: Htg. & clg,
Occurrences:
Room Length: 7.5 ft;
System dumber.
1
Room Width: 12.5 ft.
;done lumber:
1
Area: 94,0 s%ft.
Supply Air:
29
CFM
Ceiling Height: 9.1 ft.-
Supply Air Changes:
2.0
AC/hr
Volume: 852.0 to ft.
Req. Vent. CIg:
0
CF
I
Number of Registers: 1
Actual Winter Vent.:
0
CFM
Percent of Supply.:
0
%
Actual Summer Vent,:
0
CFM
Percent of Supply:
0
%
Actual Winter Infil.:
5
CFM
3 t itil 15 1 3 t it i 1 .
1
Actual Summer Inf►I
11 S ' k l {t Rt w' 1 t'i U lt�i,. 1 ;tilitka'}Y'"t`b°
�..
CFM
y. t 3�
k.
NE- Wall- 12F -Os 12.5 9x1 92.1
CIE -Door -Rear Entry Boor 2.7 X 21.4
0.055 4.5 413 0.7
0.057 24.6 526 7.9
0
0
68
155
UP -Ceil 16R 8 93 X 1 _,. _ _. 93. _.
_ 0.026 _ 1 168 _
m.
_. 11 "
Subtotals for Structure.
1,107
0
348
Infil.. Win.: 5.2, Sum.. 5.2 114
2.855 324 0.661
-113
75
AED Excursion.
4
Room Totals.
1,431
-113
470
Y.\ ...\Plan 5062.rh Tuesday, February 18, 2014, 3:19 PM
[ Room .oads - Room 15 - BR 3 (4ye qge Load Procedy
S C t 1
Calculation Mode. Htg. & clg
Occurrences:
'I
Room Length: 179.3 ft.
System plumber.
1
Room Width: 1.0 ft.
Zone plumber:
1
Area: 179.0 sq.ft.
Supply Air.
54
CFM
Ceiling Height: 9.1 ft.
Supply Air Changes.
2.0
AC /hr
Volume: 1,023.0 cuff.
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,:
5
CFM
Actual Summer Infil.:
5
CFM
w
1 , C '",L 1 ,� i 1'
\ 1' li, t l t t
„a,ws,,,�,ti` # 11 . trt,~ti , th t : , t ,. w k
+
iaG i l " 'i::
» , , . ? t u
tll t t � �y 1 �1
1 t, �, 1ti i ,.>•i i
\S t i , Y t ��ri`1al�i t1 1 \ ; t 1
1
); t
'1 Y µ \
)
�a i�"
J� 3
iy \\ b, y, S
����n eu•..4��n�
}\ `� .
S r� F✓
`ti»,. ;a
p1W- Wall -12F Osvu 11.7 X 9:1 86 0.055
4.5 386 0.7
0
63
NW -CI - Atrium hgc- 0.33 O %S 20 0.310
21.4 423 25.5
0
511
P Ceif 16D 0 1 � _ _ a � 1793 0025
1.8 322 1 _ ��.
Subtotals for Structure:
1,136
0
788 ,
Infl.: Win.: 4.9, Sure.: 4.9 106
2.859 303 0,661
-106
70
AED Excursion:
120
People _ 200 lat/ r, 230 seQ? per 1 _ , .. .._
� _ _ . .. - ,
.,, _ 200 ...
v 230
Room Totals:
1,439
94
1,208 !
:\ ..,\Plan 5062.rhv Tuesday, February 18, 2014, 3 :19 P �A_
# 10 c tl't lJ 41 L C7c d t'IGJ tL t
8 0310 21.4 171 25.6
0
205 1
UP -Ceil 16S 38 6 1 w. ,.w ._
. �:._ 4. 01 6 1.6_ w.1 .,� . �.� 1.
1
72 I
clg.
Occurrences,
0
332
60.4
ft. System Number:
1
55
1.0
ft: Zone Number:
1
4 3
60.0
sq,ft. Supply Air:
10
CFM
0.1
ft. Supply Air Changes:.
2A
AC/hr
540.0
cu.ft. Req. Vent, Clg;
0
CFM
1
Actual Winter Vent.:
0
CFM ;
Percent of Supply.:
0
°lam
Actual Summer Vent.:
0
CF
Percent of Supply:
0
%
Actual Winter Infil.:
4
CFM
Actual Summer Infil.:
4
CFM ;
NW-GIs-Atrium shgc -0.33 O%S
8 0310 21.4 171 25.6
0
205 1
UP -Ceil 16S 38 6 1 w. ,.w ._
. �:._ 4. 01 6 1.6_ w.1 .,� . �.� 1.
0
72 I
Subtotals for Structure:
617
0
332
Infil.: Win.: 3.8, Sum.: 3.8
83 2.858 238 0.661
-83
55
AFD Excursion:
4 3
Room Totals:
855
-83
430
R
f
p
f
e:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:10 PM
Room Length:
9.2
ft.
System Number:
Room Width:
5,7
ft.
Zone Number:
Area:
52,0
sq.ft.
Supply Air:
Ceiling Height:
9.1
ft.
Supply Air Changes:
Volume:
472.0
cu.ft.
leg. Vent. Clg:
Number of registers:
1
0
Actual Winter Vent.:
Percent of Supply.:
Actual Summer Vent.:
Percent of Supply:
Actual Winter Infil,:
Actual Summer Infil.:
Subtotals for Structure:
Infil.: Win.: 0.0, Sum.: 0.0
AFD Excursion:
Room Totals:
Y.\ .., \Plan 5062.rhv Tuesday, February 10, 2014, 3.19 P�
1
3
CFM
0.4
AC/hr
0
CFM
0
CFM
0
%
0
CFM
0
%
0
CFM
0
CFM
Y.\ .., \Plan 5062.rhv Tuesday, February 10, 2014, 3.19 P�
93
0
0
0
0
0
0
0
7
93
0
59
Y.\ .., \Plan 5062.rhv Tuesday, February 10, 2014, 3.19 P�
Room Length:
149,9 ft.
System Number:
1
Room Width:
1.0 ft.
'one Number`:
1
Area:
150.0 sq.ft.
Supply Air:
88
CFM
Ceiling Height:
9.1 ft.
Supply Air Changes:
19
AC /hr
Volume:
1,362.0 cu.ft.
Req. Vent. 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.:
12
CFM
tte
t Vii; 1 i 5 �� 1 i Y t Y � it t} t
t t 1 ' t d1'' U ilt
1 � lYti, '. 1
Actual Summer Infil.:
) .,: � � 1 }
1 11 . i 1 1
\ '? \
12
txt� 3 '^,
CFM
c abY � �
• ?, y
..
ew��.�
NW- Wall'121 = "ttsw 11.6 9.1
NE-Wall-12F-Osw 12.7 X 9A
,��� _y
87.4
95
,
0:065
0.065
1iY \i
4. X92
4.5 426
C),7
0.7
^'.
� tt y w' :
C}
0
,
64
70
SF- Wall -1 F -O w 5 X 9A
45.8
0.065
4.5 205
0.7
0
34
NW -Cis- Atrium shgc -0.83 O %S
20
0.310
21.4 428
25.6
0
511
NE-GIs-Atrium shgc -0.33 O %S
20
0310
21.4 428
25.6
0
511
p Ce l 16R 38 149.9 X" l.. ._ " "�.
m _ _ "_
0 026 ..._
.... _..._.. "...
_ ".__
.., . " "_0
_ ._ 179 "
Subtotals for Structure:
2,148
0
1,369
Infil.: Win.: 12.4, Surn.: 12.4
268
2.856 766
0.664
-268
178
AED Excursion:
196
p aple 200 I tl gr, 230 n /per _
. . _ w, _ e ".. , "__...
..._. _. ..._ ".,...
200
230 �
Room Totals.
2,914
-68
1,973
S �
MM
l
i
Y:\ ....\plan 5062.rhv Tuesday, February 18, 2014, 3:19 PM
Room Length:
93.1 ft.
System Number:
1
Room Width:
1.0 ft.
Zone Number:
1
Area:
93.0 sq.ft.
Supply Air:
38 CFM
g Ceiling height;
9.1 ;ft.
Supply Air Changes:
2.7 AC /hr
Volume:
846.0 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 °lam
f
Actual Winter lnfil.
9 CFM
Actual Sommer lnfil.:
9 CF
it t it ' t t. �' ! t 1 t t 1 ➢t It 1 ;: �n .,.i SS it i;. lhr t . ? ��;1 � 3 ti ti� yl 9 �.'� t �g
oUa%�ly. �„ 1a� t ° t , i y r Yf �� t �� ��� h�vt \`itu �a�,�;w,:.
r r. tY xi' � g[q� l\ 1� 1 1 �t i S : t t ��w�`"` • ' 1 1
1
yyt
a of
NF- Wall- 12F --Osw 8.3 X 9.1
39.6 0.008
4.5 178
0.7 0
29
SF- Wall- 12F -Osw 12 X 9.1
109 0.065
4.5 489
0.7 0
80
NF- !Door -R6.2 boor 3 X 8
24 0.161
11.1 267
3.5 0
85
NEwCIs- Atrium hg -0.33 O %S
12 0,310
21.4 257
25.6 0
307
fp Cal 16R 38 93.1 X 1 . ....�.�.
, 93.1 � 026
w. r 16 7
.m . ..__� .. w rv_
�_.rv.....,
E Subtotals for Structure:
1,358
0
612
lnf l.: Win.: 8. 5, Sum.: 8.5
185
2.855 527
0.661 -184
122
A D Excursion:
Room Totals.
1,885
-184
815
i
Y:\ ..: \plan 5062.rhv Tuesday, February 18, 2014, 3:19 p�
Room Length:
276.2 ft.
System Number:
Room Width:
1.0 ft.
Zone Number:
1
Area:
276.0 sq.ft.
Supply Air:
22 CFM
Ceiling Height:
0.1 ft.
Supply Air Changes:
0.5 AC/hr
Volume:
2,500,0 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
1
'Percent of Supply:
0 %
Actual Winter Infil.:
3 CFM
Actual Summer Infil.:
3 CFM
t 1 1 ... � i 'S a �r
�1= �� }}g 1 q,, U e� i' � � a t .
�
1 lt•a a 1 1 i1
\..airt'i+ xt �� ka }� 't J�i Y t1 i .: � \ t
i $ 1 \ 1 i:t�t
t. ,� Lk� }L L i
�jl i 1 r �Yy T4� Ib
SF Wall � 2F Oswa 2 X 0 1
74 � 0 065
4 5 332 0 7
0
54
UPCeil 16R 36 276 1
_ �.... 276.2 0.026
._M. 1__ m ,.,w. 405 . „.._ .
.., . 0 ..�
330 .E
Subtotals for Structure.
32
0
364
Infil.. Win.. 3.4, Sum.: 3.4
74
2.361 212 0.661
-74
4
AED Excursion
.,...___... ._... ,.. ..... _.,. .,...,.. ._..._... „_.. ..,.._.,.._.,...,
......_� ...:......... _. .. ..._ ...,,_,,..., _._..___.....
..._....._.. ..... ......,,...,, ., �__._._.. .,.,... ......„ ,.. ,.
... ,. .,... ,.,.._.,.... ., .......
,.
Room Totals.
1,030
-74
431
I
f
Y :\ ...\Plan 5062.rhv Tuesday, February 16, 2014, :10 PM
1 Rec Room
839
4,582
91
7,7
1,104
-90
61
91
2 Bath 4
52
284
6
3
9
-7
0
6
BR 4
196
1,100
22
6
469
-18
26
22
4 Llnf basement
1,664
10,606
211
5,8,8
- 1,903
-225
106
211
f 5 Great Room
246
4,342
86
7,7
2,893
-216
161
129
6 Kitchen /Nook
484
4,244
85
8,8
5,067
-275
282
227
7 Dining
173
1,470
29
7
- 955
-112
53
4
8 Master BR
306
4,926
98
7,7,7
- 3,702
-223
206
166
9 WC
19
2619
5
3
- 74
-32
4
5
10 Master Bath
291
1,659
3 3
5,
1,102
-118
61
49 &
11 WIC
93
656
13
4
226
-67
1
1
12 R
196
2,556
51
6,6
m 1,575
-54
88
70
13 Bath 2
44
80
2
3
- 59
0
14 Laundry
94
1,431
29
4
- 470
-113
26
29
15 BR 3
179
1,4439
29
7
- 1,208
94
67
54
C 16 Bath 3
60
855
17
4
- 430
-83
24
19
17 PDR
52
93
2
3
- 69
0
4
18 Study
150
2,914
58
6,6
1,973
-68
110
88 I
19 Entry
93
1,885
38
5
- 815
-184
45
38
20 Hall . , w .. uw
_276 ,.
1,039 _
1 __..
_,.
--.,.-. 481
�� ......_...
� --
---
Humidification
1,797
System 1 ...total
: System
5
48,227
925
_ 24,583
1,865 _.._.
1,367
1 Main Trunk Size
in.
Velocity:
527
ft. /min
Loss per 100 ft.:
0.022
in.w
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. See the Manual
D Ductsize report for duct velocities
and other data.
Net Required. 2.05 108% 24,583 -1,865 24,583
Actual. 2.75 100%/0% 33,000 0 33,000
'S �IIIII II
a I
Carrier
Natural Gas or Propane Furnace
92.1 Al =11F
Y:\ ... \Plan 5062.rhv Tuesday, February 18, 2014, 3:19 P
Zoo 1:
6
6
1
Rec Room
*91
91
25
Bath 4
*6
6
28
8R 4
26
22
4
Unf basement
*211
211
5
treat Room
161
*131
6
Kitchen /Nook
282
*315
7
Dining
53
36
8
Master RR
266
*211
9
WC
*5
5
10
Master Rath
*61
50
11
WIC
*13
13
12
PR 2
*88
7
13
Bath 2
3
*3
14
Laundry
*29
29
15
RR 3
67
51
16
Rath 3
24
17
17
PDR
4
*4
18
Study
110
108
19
Entry
4
*54
20
Fall
27
*2
91 91 91 91 91 91 7,7
6
6
6
6
6
1,259
135
25
33
28
22
28
* 33
6
?11
211
211
211
211
211
6,6,6
140
91
131
160
145
110
7,7
?47
163
231
276
254
198
8,8
1
60
54
40
54
*60
7
181
138
175
194
191
159
7,7,7
5
5
5
5
5
5
3
9
60
51
38
51
60
5,
13
13
13
13
13
1
4
84
85
73
57
73
85
6,6
3
3
3
3
3
3
29
29
29
29
29
29
4 #
65
72
66
52
66
*72
7 g
23
26
24
18
24
*26
4
4
3
3
3
3
3
3 1
112
102
110
102
105
95
6,6
47
38
44
48
41
38
5
26
24
24
24
24
24
5
45 0
East
1,339
90 0
Southeast
1,259
135
South
1,076
180
Southwest
1,193
225
West
1,193
270
Northwest
1,246
315
North
1,147
• • ! ,w f
23,909
-1,865
22,646
-1,865
19,345
-1,865
21,460
-1,865
21,448
-1,865
22,413
-1,865
20,631
-1,865
YA -APlan 5062.rhv Tuesday, February 18, 2014, 3:19 P
Tuesday, February 18, 21 14, 3:19 PM
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