HomeMy WebLinkAbout1372 CYNTHIA LN; ; CB100708; Permit06-02-2010
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No: CB100708
Building Inspection Request Line (760) 602-2725
1372CYNTHIALNCBAD
RESDNTL Sub Type:
1562315600 Lot#:
$25,122.00 Construction Type:
Reference #:
0 Structure Type:
0 Bathrooms:
WATT: 474SF LOFT INFILL
RAD
0
NEW
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Orig PC#:
Plan Check*
ISSUED
04/23/2010
JMA
06/02/2010
06/02/2010
Applicant:
MICHAEL ARELLANO
2091 LAS PALMAS DR.
#D
CARLSBAD 92026
760-438-2963
Owner:
WATT DAVID&GINA
1372CYNTHIALN
CARLSBAD CA 92008
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
HMP Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee
Reel. Water Con. Fee
Green Bldg Stands (SB1473) Fee
$260.88
$0.00
$169.57
$0.00
$0.00
$2.51
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Meter Size
Add'l Reel. Water Con. Fee
Meter Fee
SDCWA Fee
CFD Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (31 041 93)
License Tax (43041 93)
Traffic Impact Fee (31 05541 )
Traffic Impact Fee (4305541 )
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing InLieu Fee
Housing Credit Fee
Additional Fees
TOTAL
PLANS
STORAGE
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$20.00
$24.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$477.96
Total Fees:$477.96 Total Payments To Date:$477.96 Balance Due:$0.00
Inspector:
FINAL APPROVAL
Date:Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set folh in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
Building Permit Application
1635 Faraday Ave., Carlsbad, CA 92008
760-602-2717/2718/2719
Fax 760-602-8558
www.carlsbadca.gov
Plan Check No.
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)).
Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations:
\ 11 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
I 11 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy
number are: Insurance Co Policy No. Expiration Date
Thjs section need not be completed if the permit is for one hundred dollars ($100) or less.
yQ Certificate of Exemption: I certify (hat in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of
California. WARNING: Failure to secure workers' compensation coverage^ unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in
addition to the cost of compensation, damages as provj^e^forj* Sectjpjf tfff of the Labor code, interest and attorney's fees.
-£$" CONTRACTOR SIGNATURE.I AGENT DATE
D
/ hereby affirm that I am exempt from Contractor's License Law for the following reason:
| | I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law).
| | I am exempt under Section Business and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. l~~|Yes I JNo
2.1 (have / have not) signed an application for a building permit for the proposed work.
3.1 have contracted with (he following person (firm) to provide the proposed construction (include name address / phone / contractors' license number):
4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address /phone / contractors' license number):
5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work):
^PROPERTY OWNER SIGNATURE QAGENT DATE
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? I I Yes I !NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 1 lYes I I No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I lYes \\Ho
IF ANY OF THE ANSWERS ARE YES, /
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name Lender's Address
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0' deep and demolitior^cgiiSruction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the raovisions/efBi^Code shall expire by limitation and become null and void if the building or wort^uthorized by such permit is not commenced within
180 days from the date of such permit or if the buikiing orwptk auth/ftedby^riperrnit is suspended or abandoned at any time after the work is commenced foryfi period of 18p days (Section 106.4.4 Uniform Building Code).
^APPLICANT'S SIGNATURE ./^Zjt/%,/^/st-~— DATE H / 7'Z /9 f~> I
City of Carlsbad Bldg Inspection Request
For. 07/29/2010
Permit* CB100708
Title: WATT: 474SF LOFT INFILL
Description:
Inspector Assignment: TP
1372 CYNTHIA LN
Lot:
Type:RESDNTL Sub Type: RAD
Job Address:
Suite:
Location:
APPLICANT MICHAEL ARELLANO
Owner: WATT DAVID&GINA
Remarks:
Phone: 619572i800
Inspector:
Total Time:
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By: ARNOLD
Entered By: CHRISTINE
Act Comments
if
Comments/Notices/Holds
Associated PCRs/CVs/SWPPPs Original PC#
SW100092 ISSUED WATT RESIDENCE;
Inspection History
Date Description Act Insp Comments
07/28/2010 89 Final Combo NS TP
07/06/2010 17 Interior Lath/Drywall AP TP
07/01/2010 14 Frame/Steel/Bolting/Welding AP TP CORR.
07/01/2010 16 Insulation AP TP
City of Carlsbad
BUILDING DfPARTMINT
1635 Faraday Avenue, Carlsbad, CA 92008
Phone: 780-602-7541 / Fax: 760402-8B5B
Plan Chech Comments / 2OO7 Codes
To:From: Steve
Fax:Paces:1
Phone:Date:
Re:AddrBSt: (?)12_ 'QytviKtoi L .AV
CONTACT HOURS FOR STEVE 80ROSSAY: TUESDAY THROUGH FRIDAY: 1PM 5PM
«> Please make corrections referred to below and run TWO new prints. If red marks, are on
olans as a part of this Plan Check response please return red marked set with the new prints.
<«>)Thto tm * BUILDING REVIEW ONLY. Comments or approval do not annfr to any oih«r CMy
NUpartment review. For Information on the status of approval from other departments pteasa
contact staff Q760-602-2717 / 2718 / 2719.
ii
3.
o
•*~-J
City of Carlsbad
Public Works Engineering
BUILDING PLANCHECK CHECKLIST
DATE:
BUILDING
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
D A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
the attached report of deficiencies marked
Make necessary corrections to plans or
itions for compliance with applicable codes and
standards. Submit corrected plans and/or
specifications to this office for review.
Date:
Date:
Date:
By:
By:
By>><X' ,
FOR OFFICIAL USE ONLY ,
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: /
't- t 1 v; A.. \ Date: ^57^
ATTACHMENTS
D Dedication Application/Checklist
U Encina Wastewater Screening Survey
D Encroachment Application/Checklist
D Final Map (Reference)
D Grading Plan Application/Checklist
D Improvement Application/Checklist
D Neighborhood Improvement Agreement
D RigW-of-Way Permit Submittal Checklist
and Information Sheet
Oy Storm Water Compliance Forms
[] Other
ENGINEERING
Name:
DEPARTMENT CONTACT PERSON
Linda Ontiveros
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2773 Fax: (760) 602-1052
Email: Linda.Ontiveros@carlsbadca.gov
CFD INFORMATION
Reference No(s):
NO,
Recordation:
Subdivision/Tract:/
1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562
BUILDING PLANCHECK CHECKLIST
. ST RD SITE PLAN
n
D
1. Provide a fully dimensioned site plan drawn to scale. Show:
A.
B.
C.
D.
E.
North Arrow
Existing & Proposed Structures
Existing Street Improvements
Property Lines (show all dimensions)
Easements _ > ft (
F. Right-of-Way Width & Adjacent Streets
G Driveway widths
H. Existing or proposed sewer lateral
I. Existing or proposed water service
J. Existing or proposed irrigation service
K. Submit on signed/approved plans
DWG No.
2. Show on site plan:
A. Drainage Patterns
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B. Existing & Proposed Slopes and Topography
C. Size, type, location, alignment of existing or proposed sewer and water service (s)
that serves the project. Each unit requires a separate service, however, second
dwelling units and apartment complexes are an exception.
D. Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet:
A. Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial/industrial buildings and tenant improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
Show all existing use of SF and new proposed use of SF.
Example:
Tenant Improvement for 3500 SF of warehouse to 3500 SF of office.
EXISTING PERMIT NUMBER DESCRIPTION
BUILDING PLANCHECK CHECKLIST
ST RD
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3
D
r?
DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 Yt" x 11" plat map and
submit with a title report. All easement documents must be approved and signed
by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by:Date:
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IMPROVEMENT REQUIREMENTS
6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
6b. Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $441 so we may
prepare the necessary Neighborhood Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
BUILDING PLANCHECK CHECKLIST
(ST ,RD IMPROVEMENT REQUIREMENTS continued
D D
D D
6c. Enclosed please find your Neighborhood Improvement Agreement (NIA).
return agreement signed and notarized to the Engineering Department.
Please
Completed by:Date:
6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
nnn
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
15.16.010 of the Municipal Code.
7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities in cubic yards (cut, fill import,
export). This information must be included on the plans.
7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by:Date:
7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
7d .No Grading Permit required.
7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
RIGHT-OF-WAY PERMIT
8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private
work adjacent to the public Right-of-Way. Types of work include, but are not
limited to: street improvements, tree trimming, driveway construction, tying into
public storm drain, sewer and water utilities. To see current requirements, visit
our website: www.carlsbadca.gov/development-fornris
Right-of-Way permit required for:
BUILDING PLANCHECK CHECKLIST
,ND ,RD
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INDUSTRIAL WASTE PERMIT
9. If your facility is located in the City of Carlsbad sewer service area, you must
complete the attached Industrial Wastewater Discharge Permit Screening Survey.
Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA
92011, (760) 438-3941, Fax (760) 476-9852.
n
n
STORM WATER REQUIREMENTS
Construction Compliance
l~l CD 10a. Project Threat Assessment Form complete.
d D 10b. Enclosed Project Threat Assessment Form incorrectly completed. Please
make the corrections, re-sign a new form and resubmit with next submittal.
I I O 10c. Requires Tier 1 Storm Water Pollution Prevention Plan
Please complete attached form and return (SW (Q --^24-
I I O 10d. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of
Tier 2 SWPPP payment of processing fee, and review by City
D L"H
D
D
dJ
D D
D
CU
Post-Development (SUSMP) Compliance
10e. Storm Water Standards Questionnaire complete.
10f. Stormwater Standards Questionnaire incorrectly completed. Please make the
corrections, re-sign the questionnaire and resubmit with next submittal.
D 10g. Project is subject to Standard Stormwater Requirements. See City
Standard Urban Stormwater Management Plan (SUSMP) for reference.
C] 10h. Disconnect Discharges per SUSMP. Do not connect runoff from impervious
surfaces to storm drains without first discharging water over landscape areas
first. See SUSMP.
D 1 0i. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the
excessive use of impervious area (pavement) on project. Use a balanced
design of pervious surfaces (landscape area, planters, etc.) and impervious
surfaces. See SUSMP.
D 10j. Trash Storage areas must be designed per City Standards (GS-1 6) to avoid
contact with storm runoff.
D D D 10k. Project is subject to Priority Development Project Requirements
D D D 101. Prepare and submit of a Storm Water Management Plan (SWMP). Requires
payment of processing fee and review by City.
10m. Project does not comply with recommendations of the approved SWMP.
Redesign to comply and resubmit.
BUILDING PLANCHECK CHECKLIST
ST 2ND 3RD DEVELOPMENT FEES
f~~l C] 11. Q Required fees have been entered
Q More information needed
Q No fees required
WATER METER REVIEW
D D D 12a. Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized, for
the life of the meter, the City will not accurately bill the owner for the water used.
• All single family dwelling units receive "standard" 1" service with 5/8" meter.
• All residential units that need to be fire sprinkled receive a 1" meter. See
Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing
systems criteria.
• If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations, which
include total fixture counts and maximum water demand in gallons per minute
(gpm). Once the gpm is provided, check against the "meter sizing schedule"
to verify the anticipated meter size for the unit.
• Maximum service and meter size is a 2" service with a 2" meter.
NOTE: Upon declaration of Drought Response Level 3 condition, no new
potable water service shall be provided and no new temporary meters or
permanent meters shall be provided. See Ordinance 44 for more information.
HU l~~l [U 12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via irrigation calculations (in gpm) prior to
approval. The developer must provide these calculations. Please follow these
guidelines:
• If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I", and
potable water is typically a circled "W". The irrigation service should look
like:
STA1+00 Install 2" service and
1.5: meter (estimated 100 gpm)
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD WATER METER REVIEW continued
d f~l Q 12b. Irrigation Use (continued)
Once you have received a good example of irrigation calculations, keep a set
for your reference. In general the calculations will include:
• Hydraulic grade line
• Elevation at point of connection (POC)
• Pressure at POC in pounds per square inch (PSI)
• Worse case zone (largest, farthest away from valve
• Total Sprinkler heads listed (with gpm use per head)
• Include a 10% residual pressure at point of connection
In general, all major sloped areas of a subdivision/project are to be irrigated via
separate irrigation meters (unless the project is only SFD with no HOA). As long as
the project is located within the City recycled water service boundary, the City is in
the process of switching these irrigation services/meters to a new recycled water line
D CH D 12c. Irrigation Use (where recycled water is available)
Recycled water meters are sized the same as the irrigation meter above.
• If a project fronts a street with recycled water, then they should be
connecting to this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County
Water Capacity fees. However, if they front a street which the recycled
water is there, but is not live (sometimes they are charged with potable
water until recycled water is available), then the applicant must pay the
San Diego Water Capacity Charge. If within three years, the recycled
water line is charged with recycled water by CMWD, then the applicant
can apply for a refund to the San Diego County Water Authority
(SDCWA) for a refund. However, the City of Carlsbad cannot guarantee
the refund. The applicant must deal with the SDCWA for this.
D D D 13. Additional Comments:
STORM WATER
COMPLIANCE
ASSESSMENT
B-24
Building Department
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
am applying to the City of Carlsbad for the following type(s) of construction permit:
Building Permit Q Right-of-Way Permit
Q My project is categorically EXEMPT from
the requirement to prepare a storm water
pollution prevention plan (SWPPP) because it
only requires issuance of one or more of the
following permit types:
Electrical
Fire Additional
Fire Alarm
Fixed Systems
Mechanical
Mobile Home
Plumbing
Patio/Deck
Re-Roofing
Sign
Spa-Factory
Sprinkler
Water Discharge
Project Storm Water Threat Assessment Criteria*
No Threat Assessment Criteria
LI My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because
it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier
Level. My project does not meet any of the High, Moderate or Low Threat criteria described below.
Tierl - Low Threat Assessment Criteria
My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project
meets one or more of the following criteria:
• Results in some soil disturbance; and/or
• Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste
stockpiling).
Tier 2 - Moderate Threat Assessment Criteria
LI My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria:
• Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or,
• Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement
removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
• Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or
• Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or
• Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or
• Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30).
Tier 3 - Significant Threat Assessment Criteria
O My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any
associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or
O My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any
associated construction staging, equipment storage, refueling and maintenance areas: or,
Ll My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant
potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s).
/ certify to the best of my knowledge that the above
checked statements are true and correct. I understand
and acknowledge that even though this project does
not require preparation of a construction SWPP, I must
still adhere to, and at all times during construction
activities for the permit type(s) check above comply
with the storm water best management practices
pursuant to Title 15 of the Carlsbad Municipal Code
and to City Standards.
'The City Engineer may authorize minor variances from the Storm
Water Threat Assessment Criteria in special circumstances where it
can be shown that a lesser or higher Construction SWPPP Tier Level is
warranted.
Project Address:Assessor Parcel No.
Owner/Owner's Authorized Agent Name:
Owner/Owner's Auth"
City Concurrence:
a YES a NO
By:Date:/ Project ID:
B-24 Page 1 of 1 Rev.03/09
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB10-0708 Address 1372 Cynthia Lane
Planner Chris Sexton Phone (760) 602-4624
APN: 156-231-56
Type of Project & Use: loft infill Net Project Density: 1.0 DU/AC
Zoning: R-1 General Plan: RLM Facilities Management Zone: 1
CFD (in/out) #_Date of participation: Remaining net dev acres:_
Circle One
(For non-residential development: Type of land used created by this permit:
I I Legend: Kl Item Complete Q Item Incomplete - Needs your action
D D Environmental Review Required: YES D NO D TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
D D Discretionary Action Required: YES D NO D TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
D n Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES |~l NO [~~1
CA Coastal Commission Authority? YES Q NO Q
If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103,
San Diego, CA 92108-4402; (619) 767-2370
Determine status (Coastal Permit Required or Exempt):
C] CH Habitat Management Plan
Data Entry Completed? YES D NO D
If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and
assess fees in Permits Plus
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type
impacted/taken, UPDATE!)
n n Inclusionary Housing Fee required: YES Q NO D
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES D NO D
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N,
Enter Fee, UPDATE!)
H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08
Site/Plan:
Kl D D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements,
existing and proposed structures, streets, existing street improvements, right-of-way width,
dimensional setbacks and existing topographical lines (including all side and rear yard slopes).
Provide legal description of property and assessor's parcel number.
Policy 44 - Neighborhood Architectural Design Guidelines
IKI D D 1. Applicability: YES D NO D
D D D 2. Project complies: YES D NOQ
D D
D D
n n
Zoning:
1.Setbacks:
Front:
Interior Side:
Street Side:
Rear:
Top of slope:
Required 201 Shown 20'
Required 6^ Shown 61
Required Shown.
Required 121 Shown 12'
Required Shown _
2. Accessory structure setbacks:
Front:
Interior Side:
Street Side:
Rear:
Structure separation:
Required
Required
Required
Required
Required
Shown
Shown
Shown
Shown
Shown
3. Lot Coverage:
4. Height:
5. Parking:
Required <40% Shown <40%
Required <30' Shown 24'6"
Spaces Required 2 Shown 2
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required _ Shown _
Additional Comments _
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08
ENGINEERING
SUN Structural Engineering, Inc.
Consulting Structural Engineers
2091 Las Palmas Dr. Suite D
Carlsbad, CA. 92011
Tel/Fax: 760-438-1188
Structural Calculations
Watt Remodel
Guard Rail Connection Design
SUN Structural Engineering
ENGINEERING Consulting Structural Engineers
uJATT
Date: 05/2010
By: C.S.
Sheet- (
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T<«r
VATT
Date: 05/2010
SUN Structural Engineering By: c.S.
ENGINEERING Consulting Structural Engineers Sheet- P-
leu- r
CHBck
WATTDate: 05/2010
SUN Structural Engineering By: C.S.
ENGINEERING Consulting Structural Engineers Sheet-
of
ENGINEERING
SUN Structural Engineering, Inc.
Consulting Structural Engineers
2091 Las Palmas Dr. Suite D
Carlsbad, CA. 92011
Tel/Fax: 760-438-1188
Structural Calculations
Watt Remodel
Guard Rail Connection Design
in SUN Structural Engineering
ENGINEERING Consulting Structural Engineers
Date: 05/2010
By: C.S.
Sheet- [
P
-fgAft/0?V
M5_iAe/tf CG
Date: 05/2010
SUN Structural Engineering By. c.s.
ENGINEERING Consulting Structural Engineers Sheet- 2-
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/
SUN Structural Engineering
ENGINEERING Consulting Structural Engineers
Date: 05/2010
By: C.S.
Sheet- 3.
Of ML
^ f-S
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PROPERTIES AND MATERIAL WEIGHTS
ABOUT THIS GUIDE
The products in this guide are readily available through our nationwide network of distributors and dealers.
The applications provided in this guide are intended primarily for use in single-family dwellings.
For information on how to use these products in multi-family dwellings, or for more information
on any iLevel product, contact your iLevel representative.
Some VI® joist series aiay not be
available in your region.
Design Properties (100% Load Duration)
TJI*
110
2TB
23D
210
360
:,,k
*
Joist
Weight
flteW
Basic Properties
Joist Only
Efxlfl*
Maximum
Vertical
2.1
J,500_
3,000
3,330
J57_
186
206
_k?2JL1,330
1,330
2.5
2.8
'?•!
3.0
4.0
3,160
3,795
6,180
9,500
267
315
"347
419
636
1,560
1,655
1,655
" 1705
2,050
2.8
3.3
3,740
4,990
392
462
509
1,860
1,945
1,945
3.3
"4.2"
7,335
"11,275
612
926
1,955
2,39(f
3.5"
5440
5-Zi<L" 8,405
4.5 12,925
629
691
J30
1,252
2,190
2,190
2,710
,es
PA"
End
Reaction
(IBS)
3W Intermediate
He Web
Stiffeners Sfrflesers
__
1,005
1,060
JLj)35_
2,145
2,410
_
fl.A.
N.A.
910
1,005
1,060
1,080
1,265
1,935
2,145
"2,410
"2,460~
3,000
910
1,005
J.Ojip
"1,080"
1,265
1,935
2,145"
2,295
2,505
2,765
2,815
3,475
"2,460
3,000
2,295
2,505
A7J>5
2,815"
3,475
1,005
J,060
1,080
~1~265"
2,145
2,410
"2,46V
3,000
2,765
L2.8W
3~475
(1) Caution: Do not increase joist moment design properties by a repetitive member use factor.
General Notes
• Design reaction includes all loads on the joist. Design shear is computed at the inside face of supports
and includes all loads on the span(s). Allowable shear may sometimes be increased at interior supports in
accordance with ICC ES ESR-1153, and these increases are reflected in span tables.
• The following formulas approximate the uniform load deflection of A (inches):
For
TJI® 110, 210,230, and 360 Joists
._ 22.5 wl" 2.67 wiz
El d x 10s
For
TJI® 560 Joists
22.5 wl4 2.29wL2
El d x 105
w = uniform load in pounds per linear foot
L = span in 1eet
d = out-to-out depth of the joist in inches
El = value from table above
Material Weights
(Include TJI® weights in dead load calculations—
see Design Properties table at left for joist weights)
Floor Panels
Southern Pine
W plywood
Vs° plywood
W plywood
IVs" plywood
1/2" OSB
5/8" OSB
V»" OSB
W OSB
1.7
2.0 psf
2.5 psf
3.8 psl
1.8 psf
2.2 psf
2.7 psf
3.1 psf
IVS" OSB 4.1 psf
Based on: Southern pine - 40 pcf for plywood, 44 pcf for OSB
Roofing
Asphalt shingles 2.5 psf
Wood shingles 2.0 psf
Clay tile 9.0 to 14.0 psf
Slate (W thick) 15.0 psf
Roll or Bait Insulation (1" thick):
Rock wool 0.2 psf
Glass wool 0.1 psf
Floor Finishes
Hardwood (nominal 1") 4.0 psf
Sheet vinyl 0.5 psf
Carpet and pad 1.0 psf
V*" ceramic or quarry tile 10.0 psf
Concrete:
Regular (1") 12.0 psf
Lightweight (1") S.Oto 10.0 psf
Gypsum concrete (3/4") 6.5 psf
Ceilings
Acoustical fiber tile 1.0 psf
V2" gypsum board 2.2 psf
5/«" gypsum board 2.8 psf
Plaster d" thick) 8.0 psf
Code Evaluations: See ICC ES ESR-1387; updated ESR-1153 pending
iLevel Trus Joist" TJI' Joist Specifier's Guide TJ-4000 February 2009
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Jit|e_BlgckJJne6
Wood Beam Design
Title:
Dsgnr:
Project Desc.:
Project Notes:
Job*
6v^ s
Pr!nte<^ 15 MAR_2C10JO:33AtJ
ENERCALC, INC. 1983-2008, Ver: 6.0.19, N:84432
[yc:#: KW-06006410 ; . ""-' •T>--v-ir-.-:^,:-^^^
Description : FB-1
Material Properties
Analysis Method : Allowable Stress Design
Load Combination 2006 IBC & ASCE 7-05
Wood Species : iLevel Truss Joist
Wood Grade : Parallam PSL 2.0E
Beam Bracing : Beam is Fully Braced against lateral-torsion
D'O 126)L[032j_
T T V T V +
f "v4* -x'*- t^ *% £s ~*sr V"-*-"" ^, «**j V>X ^ "&.„. *U,~ '«" "*W >3P -",-• *
L. . ""..*•, J<,.»~ •W****' <Ti«k...**ta^'^W "Sfcfc.. .*.!-.. .» .....5*
Fb - Compr
Fb - Tension
Fc-Prll
Fc - Perp
Fv
Ft
buckling
D(0203i L{0.52)_
f T
' "'"T^, M-'J- j ^^,-Jtf,
2, 900.0 psi
2, 900.0 psi
2,900.0 psi
750.0 psi
290.0 psi
2, 025.0 psi
»
' > 'T- ^*; * ' 4jc ^ifcSs, /C. ^i2KLi*(iiii#
>ns per iBC 2006, CBC 2007, 200J
£ : Modulus of Elasticity
Ebend-xx 2,000.0ksi
Eminbend-xx 2,000.0ksi
Density 32.210pcf
010.088', L!0 22!
T » T
"•> NDS
fs
1
j
525x11875
L-
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load; 0 = 0.1280, L = 0.320 k/ft, Extent = 0.0 -» 6.0 ft, Tributary Width = 1.0 ft
Uniform Load: D = 0.2080, L = 0.520 k/ft, Extent = 6.0 -» 11.0 ft, Tributary Width = 1.0 ft
Uniform Load: 0 = 0.0880, L = 0.220 k/ft, Extent = 11.0 -» 16.0ft, Tributary Width = 1,0 ft
Maximum Bending Stress Ratio
Section used for this span
fb : Actual =
FB : Allowable
Load Combination
Location of maximum on span =
Span # where maximum occurs =
Maximum Deflection
Max Downward Live Load Deflection :
Max Upward Live Load Deflection :
Live Load Deflection Ratio :
Max Downward Total Deflection :
Max Upward Total Deflection
Total Deflection Ratio
0.624 1
5.25x11.875
1,808.61 psi
2,900.00 psi
+D+L+H
7.946ft
Span # 1
0.400 in
0.000 in
480
0.574 in
0.000 in
334
Maximum Forces & Stresses for Load Combinations
Load Combination _ Max Stress Ratios
Segment Length Span* M V
Overall MAXimum Envelope
Length = 16.0 ft 1 0.624 0315
*0
Length = 16.0 ft 1 0.189 0096
-tO+L-*
Length = 16.0 ft 1 0.624 0,315
+D+Lr+H
Length = 16.0 ft 1 0.189 0.096
+D-K3750LKI.750L+H
Length = 16.0 ft 1 0.515 0.260
Maximum Shear Stress Ratio
Section used for this span
fv: Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Desiqn OK
0.315 : 1
5.25x11.875
91.33 psi
290.00 psi
+D+L+H
0.000ft
Span # 1
Summary of Moment Values
Mactual fb-design Fb-allow
18.60 1,808.61 2,900.00
5.63 547.74 2,900.00
18.60 1,808.61 2.SOO.OO
5.63 547.74 2,900.00
15.36 1,493.40 2,900.00
Summary of Shear Values
Vactual fv-design Fv-allow
3.80
1.15
3.80
1.15
3.14
S1.33 290.00
27.78 290.00
91.33 290.00
27.78 290.00
75.44 290.00
Title Block Line 1
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Jjtle_BlgckLJne6
Wood Beam Desig n
to,;* S KW-06086410
Description: FB-1
Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max."-" Defl Location in Span
D^+ir+T 1 075739 8.054 ~
Maximum Deflections for Load Combinations - Unfactored Loads
Load Combination
~DOni7
L Only
Lr+L Only
D+Lr + L
Maximum Vertical Reactions - Unfactored
Title:
Dsgnr:
Project Desc.:
Project Notes:
Job*
3rmec '5MAPSC10 10J
QJERCAUXWC. im-im, Ver 6.0.1&, N:84432
License Owner: SUN STRUCTURAL ENGINEERING INS!
Load Combincition Max. V Defl
(Toooo"
Location in Span
0000 ~
Span
1
1
1
1
Max. Downward Defl
0.1741
0.3998
0.3998
0.5739
Location in Span
8.054
8,054
8.054
8.054
Max. Upward Defl
00000
0.0000
0.0000
0.0000
Location in Span
W6o.ooo
0.000
0.000
Load Combination
OveraiTiMAXlrnum
DOnly
LOnly
Lr-H. Only
Support 1
1.292
2.951
2.951
4.242
Support 2
3T84F"
1.179
2.669
2.669
3.849
, £>'-«»'
I \f . _ .. -v $ "• -L™. V*-> I 0 ~ "V\ ,o . L •
2
^.^.a—>
"3L.
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Title Block Line 6
Wood 0ean» Design
life*S: KW-0600641&
Description: FB-2
Materia^Properties^
Analysis Method: Allowable Stress Design
Load Combination 2006 IBC & ASCE 7-05
Wood Species
Wood Grade
: Douglas Fir - Larch
: No.2
Title:
Dsgnr:
Project Desc.:
Project Notes:
Job#
4.
Pr.ntec '5 MAR 2010.10J4AM
Fife: r\reskteneial\Watt Remodeftvertfcai.ee6
6NERCALC, INC. 1983-2008, V«r 6.Q.I& N:84432
License Owner : SUN STRUCTURAL ENGINEERING INC3
Calculations per !BC 2006, CBC 2007, 2005 NDS
Beam Bracing : Beam is Fully Braced against lateral-torsion buckling
Fb - Compr
Fb - Tension
Fc - Prll
Fc - Perp
Fv
Ft
900 psi
900 psi
1350 psi
625 psi
180 psi
575 psi
E : Modulus of Elasticity
Ebend-xx 1600ksi
Eminbend-xx 580 ksi
Density 32.21 pcf
CJ 0921 UP.054;
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load: 0 = 0.0920, L = 0.0540 k/ft, Tributary Width = 1.0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio = 0.668 1
Section used for this span 4x12
fb. Actual = 661.27psi
FB: Allowable = 990.00psi
Load Combination +D+L+H
Location of maximum on span = 7.201 ft
Span # where maximum occurs = Span # 1
Maximum Deflection
Max Downward Live Load Deflection = 0.082 in
Max Upward Live Load Deflection = 0.000 in
Live Load Deflection Ratio = 2129
Max Downward Total Deflection = 0.234 in
Max Upward Total Deflection = 0.000 in
Total Deflection Ratio = 742
Maximum Forces & Stresses for Load Combinations
Load Combination
Seg ment Length Span #
Overall MAXimum Envelope
Length = 14.50 ft 1
+D
Length = 14.50 ft 1
+D+L+H
Length = 14.50 ft 1
Length = 14.50 ft 1
Max Stress Ratios
"M V
0.668
0.435
0.668
0.435
0.2
0.1
0.2
0.1
+D-K).750Lr-t0.75QL-*!
Length = 14.50 ft 1 0.610 0.191
Overall Maximum Deflections • Unfactored Loads
Load Combination Span Max."-" Defl
Maximum Shear Stress Ratio
Section used for this span
fv: Actual
Fv: Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Design OK
0,209 : 1
4x12
37.59 psi
180.00 psi
+D+L+H
0.000ft
Span # 1
_ Summary of Moment Values
Mactual fb-design Fb-allow
4.07 661.27 990.00
2.65 430.60 990.00
4.07 661.27 990.00
Summary of Shear Values
2.65
3.71
1 0.2342
Location In Span
~T299~'
430,60
603.60
Load Combination
990.00
990.00
Vactual
0.99
0.64
0.99
0.64
0.90
Max.
fv-design Fv-allow
37.59 180.00
24.48 180.00
37.59 180.00
24.48 180.00
34.31 180.00
"+" Defl Location in Span
0.0000 0.000
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Title Block Line 6
Wood Beam Design
ttJc.#:KW-06006410
Description: FB-2
Maximum Deflections for Load Combinations^JMactored J-pads
Max. Downward Defl
Title:
Dsgnr:
Project Desc.:
Project Notes:
Job*
Fife: z:\resIdenciai\Wa8 Remode!\verticai.ec6
ENERCALC, INC. 1983-2008, Ver: 6.0.13, H-.84432
Meense Owner : SUN STRUCTURAL- ENGINEERING; ifi|®5
Load Combination
DOniy
L Only
Lr+L Only
Span_ .__.
1
1
1
0.1525
0.0817
0.0817
0.2342
Maximum Vertical Reactions - Unfactored
Location in Span
""7.299
7.299
7.299
7.299
Support notation : far !efl is $1
Max. Upward Defl
00000
0.0000
0.0000
Location in Span
0.000~""
0.000
0.000
0.000
Load Combination
Overall MAXimum
DOnly
LOnly
Lr-H. Only
D+Lr + L
Support 1
T7i22~
0.731
0.392
0.392
1.122
Support 2
1122"
0.731
0.392
0.392
1.122
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Title Block Line 6
Title:
Dsgnr:
Project Desc.:
Project Notes:
Job*
Wood Beam Design
l3e.#:KW-06006410
Description : FB-3, Check Exist. 4x12
Material Properties
license Owner: SUN STRUCTURAL ENaiNEERtN&Wfgi
CaicuSations per IBC 2006, CBC 2007, 2005 HDS
Analysis Method : Allowable Stress Design
Load Combination 2006 IBC & ASCE 7-05
Wood Species : Douglas Fir - Larch
Wood Grade : No.2
Beam Bracing : Beam is Fully Braced against lateral-torsion
0(1-1 uiL.320,
V V V »
I ~\,~' -t ' , •<?*< * **< "y
m, v'»4, *W«, X,-'^ * "1"*- » -«•>"** ,, -><•'"£ %» ^^'<^i?"%fi-*I •*<* *»> *„.,„<!&. *s- ^-ww« •*. .-^v *?- iV, -2. «r
Fb - Compr
Fb - Tension
Fc - Prll
Fc - Perp
Fv
Ft
buckling
Y
v , ^
s f ' z $
/• " '
900 psi
900 psi
1350 psi
625 psi
180 psi
575 psi
£ : Modulus of Elasticity
Ebend- xx
Eminbend - xx
Density
...x. T. ar...
1600ksi
580 ksi
32.21 pcf
...3T T
L
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load: 0 = 0.1160, L = 0.290 k/ft, Extent = 0.0-» 4.50 ft, Tributary Width = 1.0 ft
Uniform Load: D = 0.180, L = 0.20 k/ft, Extent = 7.0 -» 9.50 ft, Tributary Width = 1.0 ft
Maximum Bending Stress Ratio =
Section used for this span
fb . Actual
FB : Allowable
Load Combination
Location of maximum on span =
Span # where maximum occurs =
Maximum Deflection
Max Downward Live Load Deflection =
Max Upward Live Load Deflection
Live Load Deflection Ratio :
Max Downward Total Deflection
Max Upward Total Deflection
Total Deflection Ratio
0.482 1
4x12
477.48 psi
990.00 psi
+D+L+H
3.762ft
Span # 1
0.046 in
0.000 in
2476
0.071 in
0.000 in
1600
Maximum forces & Stresses for Load Combinations
Load Combination
Segment Length
Overall MAXirnum Envelope
Length = 9.50 ft
+D
Length = 9.50 ft
+D+1+H
Length = 9.50 ft
+D+LNH
Length = 9.50 ft
+D-t0.750Lr*0.750L+H
Length = 9,50 ft
Span*
1
1
1
1
1
M
0.482
0.164
0.482
0.164
0.403
v
0.252
0.082
0.252
0.082
0.210
Maximum Shear Stress Ratio
Section used for this span
fv: Actual
Fv: Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Desian OK
0.252 : 1
4x12
45.37 psi
180.00 psi
+D+L+H
0.000ft
Span # 1
Summary of Moment Values
Mactual fb-design Fb-allow
2.94 477.48 990.00
1.00 152.41 990.00
2.94 477.48 990.00
1.00 162.41 990.00
2.45 398.57 990.00
Vactual
SummaryofShear Values
Fv-allowfv-design
1.19 45.37 180.00
0.39 14.78 180.00
1.19 45.37 180.00
0.39 14,78 180.00
0.99 37.72 180.00
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Title Block Line 6
- 10
Printed: 15 MAR 2010,10:35AM
Lie. # : KW-06006410 License Owner : SUN STRUCTURAL ENGINEERING INC
Description: FB-3, Check Exist. 4x12
Overall Maximum Deflections • Unfactored Loads
Load Combination Span Max.'-" Defl Location in Span Load Combination Max."+" Defl Location in Span
D+Lr + L 1 0.0712 4.591
Maximum Deflections for toad Combinations - Unfactored Loads
0.0000 0.000
Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span
DOnly
LOnly
Lr+i Only
D+Lr + L
0.0252
0.0460
0.0460
0.0712
Maximum Vertical Reactions - Unfactored
4.718
4.527
4.527
4.591
Support notation : Far left is #1
0.0000
0.0000
0.0000
0.0000
0.000
0.000
0.000
0.000
Load Combination Support 1 Support 2
Overall MAXimum
DOnly
LOnly
Lr-H.0nly
D + Lr + L
1.561
0.499
1.062
1.062
1.561
1.300
0.556
0.743
0.743
1.300
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
The Watt Remodel
1372 Cynthia Dr.
Carlsbad, CA
Project Designer:
Beery Group Inc., Architecture A.I.A
2091 Las Palmas Dr. Suite D
Carlsbad, CA 92011
(760)438-2963
Report Prepared by:
Julie A.Gustine
CMS / Murphy Mechanical, Inc
140 Vallecitos de Oro
San Marcos, CA 92069
(760)591-9172
Job Number:
10-04.1694
Date:
4/8/2010
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with the Nonresidential 2008 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC - www.energysoft.com.
EnergyPro 5.0 by Energy Soft User Number: 1536 RunCode: 2010-04-08709:55:2 ID: 10-04.1694
\ 067O
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF-1R Certificate of Compliance 3
Form MF-1R Mandatory Measures Summary 8
HVAC System Heating and Cooling Loads Summary 11
'EnergyProS.O by EnergySoft Job Number: 10:10-04.1694 User Number: 1536
Project Name
Beta Report - Not for Submittal
Project Address
7372 Cynthia Dr. Carlsbad
Building Type 0 Single Family D Addition Alone
D Multi Family 0 Existing+ Addition/Alteration
California Energy Climate Zone
CA Climate Zone 07
Total Cond. Floor Area
3,87)
Date
4/8/2010
Addition
474
# of Stories
2
PERFORMANCE CERTIFICATE: Residential (Part 1 of 5)CF-1R
FIELD INSPECTION ENERGY CHECKLIST
D Yes 0 No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form.
0 Yes D No Special Features -- If Yes, see Part 2 of 5 of this form for details.
INSULATION
Construction Type
Area Special
Cavity (ff) Features (see Part 2 of 5)Status
Slab Unheated Slab-on-Grade None 1,760 Existing
Wall Wood Framed R-13 3,163 Existing
Wall Wood Framed R-13 1,395 New
Roof Wood Framed Attic R-19 1,700 Existing
FENESTRATION U- Exterior
Orientation Area(fr) Factor SHGC Overhang Sidefins Shades Status
Front (N)261.0 1.190 0.83 none none Bug Screen Existing
Left (E)88.0 1.190 0.83 none none Bug Screen Existing
Rear (S)116.0 1.190 0.83 none Bug Screen Existing
Right (W)112.0 1.190 0.83 none Bug Screen Ex/sting
Front (N)35.0 0.550 0.67 none none Bug Screen New
Left (E)30.0 0.550 0.67 none none Bug Screen New
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
Central Furnace 78% AFUE No Cooling 13.0 SEER Setback Existing
HVAC DISTRIBUTION
Location Heating Cooling Duct Location
Duct
R-Value Status
Existing Unit Ducted Ducted Attic, Ceiling Ins, vented 4.2 Altered
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
EnergyPro 5.0 by EnergySoft User Number: 1536 RunCode: 2010-04-08709:55:2 ID: 10-04.1694 Page 3 of 11
Project Name
Beta Report -Not for Submittal
Building Type 0 Single Family
D Multi Family
D Addition Alone
0 Existing+ Addition/Alteration
Date
4/8/2010
PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R
SPECIAL FEATURES INSPECTION CHECKLIST
The enforcement agency should pay special attention to the items specified in this checklist. These items require special written
justification and documentation, and special verification to be used with the performance approach. The enforcement agency
determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of
the special justification and documentation submitted.
The HVAC System Existing FAU does not include a coo/ing system, field verification is not necessary.
HERS REQUIRED VERIFICATION
Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a
completed CF-4R form for each of the measures listed below for final to be given.
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PERFORMANCE CERTIFICATE:
Project Name
Beta Report - Not for Submittal
ANNUAL ENERGY USE SUMMARY
Residential (Part 3 of 5)
Building Type 0 Single Family D Addition Alone
D Multi Family 0 Existing+ Addition/Alteration
CF-1R
Date
4/8/2010
Standard Proposed Margin
TDV (kBtu/ff-yr)
Space Heating 1+12 14.25
Space Cooling 10.82 70.42
Fans 392 3.82
Domestic Hot Water 13.01 13.01
Pumps °-°o o.oo
Totals 47.88 47.50
Percent Better Than Standard:
BUILDING COMPLIES -
-0.74
0.47
0.77
0.00
0.00
0.38
0.9%
NO HERS VERIFICATION REQUIRED
Fenestration
Building Front Orientation: (N)Odeg Ext. Walls/Roof Wall Area Area
Number of Dwelling Units: 1-OQ (N) 7,900 296
Fuel Available at Site: Natural Gas (E) 1,260 778
Raised Floor Area: o fsj 7,720 776
Slab on Grade Area: L7eo W 92° 112
Average Ceiling Height: 10.0 Roof 1-70° °
Fenestration Average U-Factor: 1-13 TOTAL: 642
Average SHGC: 0.81 Fenestration/CFA Ratio: 76.8 %
REMARKS
STATEMENT OF COMPLIANCE
This certificate of compliance lists the building features and specifications needed
to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the
Efficiency Standards of the California Code of Regulations.
The documentation author hereby certifies that the documentation is accurate and complete.
Documentation Author
Company GMS / Murphy Mechanical, Inc Mj f n
A 1 V\\ /1 1 H \fJ*1 i/t /} 4/8/2010Address 140VallecitosdeOro Name Julie A.Gustine (\j /NX WLoTt'^O'
City/State/Zip San Marcos, CA 92069 phone (760)591-9172
The individual with overall design responsibility hereby certifies that the proposed b
of construction documents is consistent with the other compliance forms and works
with any other calculations submitted with this permit application, and recognizes th
duct sealing, verification of refrigerant charge, insulation installation quality, and bui
installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code) f
Company Beery Group Inc., Architecture A.I. A I
Address 2091 Las Pa/mas Dr. Suite D Name John Beery VJf
City/State/Zip Carlsbad, CA 92011 Phone (760)438-2963 f\^
Signed Date
uilding design represented in this set
heets, with the specifications, and
at compliance using duct design,
Iding envelope sealing require
JK** <!,L
wnedV License #Date
EnerqyPro 5.0 by EnerqySoft User Number: 1536 RunCode: 2010-04-08709:55:2 ID: 10-04.1694 Paqe 5 of 11
CERTIFICATE OF
Project Name
Beta Report -
COMPLIANCE: Residential (Part 4 of 5)CF-1R
Building Type 0 Single Family D Addition Alone Da
Not for Submittal n Multi Family 0 Existing+ Addition/Alteration ^/
OPAQUE SURFACE
Surface
Type
Slab
Wall
Wall
Wall
Wall
Wall
Wall
Wall
Roof
Area
1,761
68<
83,
83<
801.
91!.
311
17C
1JOC
Li-
e
8/2010
DETAILS
Factor
3 0.730
) 0.702
? 0. 702
t 0.102
J 0.702
> 0. 102
3 0.702
3 0. 702
> 0.049
Insulation
Cavity
None
R-13
R-13
R-13
R-13
R-13
R-13
R-13
R-19
Exterior Frame Interior Frame Azm
0
0
90
780
270
0
90
780
0
Tilt Status
780 Existing
90 Existing
90 Existing
90 Existing
90 Existing
90 New
90 New
90 New
0 Existing
Joint Appendix
4
4.4.7-A1
4.3.1-A3
4.3.1 -A3
4.3.1-A3
4.3.1 -A3
4.3.1-A3
4.3.7-43
4.3.1 -A3
4.2.1 -A4
Location/Comments
Existing Residence
Existing Residence
Existing Residence
Existing Residence
Existing Residence
Addition
Addition
Addition
Addition
FENESTRATION SURFACE DETAILS
ID
7
2
3
4
5
6
7
8
Type
Window
Window
Window
Window
Window
Window
Window
Window
Area
247.0
14.0
61.0
27.0
116.0
112.0
35.0
30.0
U-Factor1
1.190
1.190
1.190
1.190
1.190
1.190
0.550
0.550
(1) U-Factor Type:
(2) SHGC Type:
EXTERIOR SHADING
ID
1
2
3
4
5
6
7
8
Default
Default
Default
Default
Default
Default
Default
Default
SHGC^
0.83
0.83
0.83
0.83
0.83
0.83
0.67
0.67
Default
Default
Default
Default
Default
Default
Default
Default
Azm
0
0
90
90
180
270
0
90
Status
Existing
Existing
Existing
Existing
Existing
Existing
New
New
1 16-A = Default Table from Standards, NFRC = Labeled
1 16-B = Default Table from Standards, NFRC = Labeled
Glazing Type Location/Comments
Single Metal Clear Existing Residence
Single Metal Clear Existing Residence
Single Metal Clear Existing Residence
Single Metal Clear Existing Residence
Single Metal Clear Existing Residence
Single Metal Clear Existing Residence
Double Non Metal Clear Addition
Double Non Metal Clear Addition
Value
Value
DETAILS
Exterior Shade Type
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
3ug Screen
Bug Screen
SHGC
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
Window Overhang
Hgt Wd Len Hgt LExt RExt
Left Fin
Dist Len Hgt
Right Fin
Dist
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Len Hgt
Page 6 of 11
CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R
Project Name Build ng Type El Single Family D Addition Alone
Beta Report - Not for Submittal d Multi Family El Existing+ Addition/Alteration
Date
4/8/2010
BUILDING ZONE INFORMATION
System Name
Existing Unit
Floor Area (ft^)
Zone Name New Existing
Existing Residence 3,337
Addition 474
Totals
Altered Removed Volume
33,370
4,740
Year Built
7973
HVAC SYSTEMS
System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type
Existing Unit 1 Central Furnace 78% AFUE No Cooling 13.0 SEER Setback
Status
Existing
HVAC DISTRIBUTION
System Name Heating Cooling Duct Location
Existing Unit Ducted Ducted Attic, Ceiling Ins, vented
Duct Ducts
R-Value Tested?
4.2 D
D
Dn
n
Status
Altered
WATER HEATING SYSTEMS
System Name Qty.
Existing DHW 2
Rated
Input
Type Distribution (Btuh)
Small Gas Kitchen Pipe Ins 75, 000
Ext.
Tank Energy Standby Tank
Cap. Factor Loss or Insul. R-
(gal) or RE Pilot Value
75,000 0.58 n/a n/a
Status
Existing
MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING
Hot Water Piping Length
£ (ft) §
=1 'CM "J=1 i;-5
it £ ? w Pipe Pipe
Control Qty. HP ^ °- Plenum Outside Buried **• ~ System Name Length Diameter
D D
D D
D D
D D
D D
Insul.
Thick.
EnergyPro 5.0 by EnergySoft User Number: 1536 RunCode: 2010-04-08709:55:2 ID: 10-04. 1694 Page 7 of 11
Project Name
The Watt Remodel
Date
4/8/2010
MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of
the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1R-ADD, or CF-
1R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated
into the permit documents, and the applicable features shall be considered by all parties as minimum component performance
specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R
Form with plans.
Building Envelope Measures:
§116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a).
§117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed.
§118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form.
§118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the
installation of a Cool Roof is specified on the CF-1 R Form.
*§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor.
§150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value.
*§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor.
*§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor.
§150(f): Air retarding wrap is tested, labeled, and installed according to ASTM £1677-95(2000) when specified on the CF-1 R Form.
§150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16.
§150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance
rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
§150(e)1 A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150(e)1B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is
equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device.
§150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the
outside of the building, are prohibited.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy
Commission.
§113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release
valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances
(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and
spa heaters.
§150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.
§150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c).
§150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§150(j)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water
tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the
tank.
§150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of
recirculating sections of hot water pipes are insulated per Standards Table 150-B.
§150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot
water tank shall be insulated to Table 150-B and Equation 150-A.
§150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table
123-A.
§150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in
conditioned space.
§150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.
Registration Number: Registration Date/Time: HERS Provider:
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Project Name
The Watt Remodel
Date
4/8/2010
MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R
§150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections
601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-
4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the
applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is
used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used
§150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed
sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may
contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area
of the ducts.
§150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes
unless such tape is used in combination with mastic and draw bands.
§150(m)7: Exhaust fan systems have back draft or automatic dampers.
§150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated
dampers.
§150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar
radiation that can cause degradation of the material.
§150(m)10: Flexible ducts cannot have porous inner cores.
§150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air
Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation
required in Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures:
§114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and
shall not use electric resistance heating or a pilot light.
§114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction
and return lines, or built-up connections for future solar heating.
§114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover.
§114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or
programmed to run only during off-peak electric demand periods.
§150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p).
Residential Lighting Measures:
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies
contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2.
§150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d).
§150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than
20 kHz.
§150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain
only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line-
voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a
medium screw-base socket.
§150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k).
§150(k)7: All switching devices and controls shall meet the requirements of §150(k)7.
§150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 teor 100 watts for dwelling units larger than 2,500 ftemay be
exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed
luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual-on occupant sensor.
§150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of
illuminated cabinet.
Registration Number: Registration Date/Time: HERS Provider:
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Project Name
The Watt Remodel
Date
4/8/2010
MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R
§150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms,
closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be
allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual-
on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less
than 1000 square feet located on a residential site is not required to comply with §150(k)11.
§150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (1C) by Underwriters
Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air
leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between
the luminaire housing and ceiling.
§150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more
dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the
same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that
they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor,
and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an
astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management
control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor
luminaires used to comply with Exceptionl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion
sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed
luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not
be high efficacy luminaires.
§150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no
more than five watts of power as determined according to §130(d).
§150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable
requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable
requirements of Sections 130, 131, 134, and 146.
§150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more
dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided
that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119.
Registration Number: Registration Date/Time: HERS Provider:
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HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
The Watt Remodel
System Name
Existing Unit
ENGINEERING CHECKS
Number of Systems 1
Heating System
Output per System
Total Output (Btuh)
Output (Btuh/sqft)
60,000
60,000
15.7
Cooling System
Output per System
Total Output (Btuh)
Total Output (Tons)
Total Output (Btuh/sqft)
Total Output (sqtt/Ton)
Air System
CFM per System
Airflow (cfm)
Airflow (cfm/sqft)
Airflow (cfm/Ton)
Outside Air (%)
Outside Air (cfm/sqft)
0
0
0.0
0.0
0.0
1,600
1,600
0.42
0.0
0.0 %
0.00
Note: values above given at ARI conditions
SYSTEM LOAD
COIL COOLING PE;
CFM Sensible L
Total Room Loads 2,497 45,121
Return Vented Lighting 0
Return Air Ducts 2,039
Return Fan 0
Ventilation 0 0
Supply Fan 1,869
Supply Air Ducts 2,039
TOTAL SYSTEM LOAD 51 ,068
Date
4/8/2010
Floor Area
3,811
kK COIL HTG. PEAK
atent CFM Sensible
2,740 853 63,610
3,734
0
00 0
-1 ,869
3,734
2,740 69,209
HVAC EQUIPMENT SELECTION
Existing FAU 0
Total Adjusted System Output 0
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK A
0 60,000
0 60,000
jg 3 PM Jan 1 AM
HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak)
— ^- ^-
Outside Air -4
Ocfm
i
k-fc-f (?) r' ^ I I l_'LJ ^ 'u u
Heating Coil Supply Fan
1,600 cfm
4 n n «4 U . . U
1
ROOM
1
COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak)
Outside Air ^
0 cfm
A
r
i
* (<*? *n ri-<o/ >[] y
„ ,. „ ., Supply FanCooling Coil 1,600 cfm
49.2 %
^
LI U '
EnergyPro 5.0 by EnergySoft User Number: 1536 RunCode: 2010-04-08T09:55:23 ID: 10-04. 1694
1
ROOM
Page 11 of 11
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