BRES2016-012151885 Avenida Martinez
BRES2016-0121
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: BRES2016-0121
Property Address:
51885 AVENIDA MARTINEZ
APN:
773175018
Application Description:
JORGE NAVA/ REMODEL
Property Zoning:
Application Valuation:
$10,000.00
Applicant:
JUAN G PEREZ
PO BOX 1868 LA QUINTA
LA QUINTA, CA 92253
Tityl 4 Z 0"Ani
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: License No.:
Date:
Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she 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 a civil penalty of not more than five hundred dollars
('$5'00).:
JW- 1, 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 Contractors' State License Law does not.
apply to an owner of property who builds or improves thereon, and who does the work'
himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.).
4WI, as owner of the property, am exclusively contracting with licensed contractors
Fto co sttruct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
"I am exempt under Sec. . B.&P.C. for this reason
Owner. i
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's
Owner:
JORGE NAVA
, 92253
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/18/2016
OCT I
CITY
IT
Contractor:
COMPAUNITYOEI ELOPA9 ENTDEFPA- RT Elr'T
LIC. No.:
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, 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:
Carper: Policy Number:
P Jstertify that 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, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of abor Code, I shall forthwith
comply with those provisions
C)af/
Applicant:
WARNING: FAILURE TO SECURE WORKERS' C MPENSATION COVERAGE IS 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 PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this cityto ter upon the
above-mentioned property for inspection purposes.
Da a Signature.(Applicant or Age
i
✓
Date: 10/18/2016
Application Number:
BRES2016-0121 Owner:
Property Address:
51885 AVENIDA MARTINEZ JORGE NAVA
APN:
773175018
Application Description:
JORGE NAVA / REMODEL 92253
Property Zoning:
Application Valuation:
$10,000.00
Applicant: Contractor:
JUAN G PEREZ
PO BOX 1868 LA QUINTA
LA QUINTA, CA 92253
Llc. No.:
Detail: ADDITION OF 217 SQ. FT. LAUNDRY AND STORAGE ROOM NON A/C. AND ENGINEERED PATIO 278 SQ. FT. PER 2013 CRC CODES.
FINANCIAL .• !.
DESCRIPTION ACCOUNT
QTY
AMOUNT
ADDITION, EA ADDITIONAL 500 SF
101-0000-42400
0
$62.36
DESCRIPTION
ACCOUNT
QTY
AMOUNT
ADDITION, EA ADDITIONAL 500 SF PC
101-0000-42600
0
$17.40
DESCRIPTION
ACCOUNT
QTY
AMOUNT
ADDITION, FIRST 100 SF
101-0000-42400
0
$120.83
DESCRIPTION
ACCOUNT
QTY
AMOUNT
ADDITION, FIRST 100 SF PC
101-0000-42600
0
$171.14
Total Paid for ADDITION: $371.73
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES ADMINISTRATIVE STAFF
101-0000-42600
0.25
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES ADMINISTRATIVE STAFF
101-0000-42600
0.25
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES ADMINISTRATIVE STAFF
101-0000-42600
0.25
$10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER
101-0000-42600
1
$95.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER
101-0000-42600
0.5
$47.50
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER
101-0000-42600
3
$285.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
HOURLY PLAN CHECK - YES
101-0000-42600
2
$140.00
Total Paid for BLDG CITY STAFF - PER HOUR: $597.50
DESCRIPTION
ACCOUNT
QTY
AMOUNT
BSAS SB1473 FEE
101-0000-20306
0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
Credit Card Fee
101-0000-43505
0
$27.91
Total Paid for Credit Card Fee: $27.91
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20
101-0000-42403
0
$24.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
DEVICES, FIRST 20 PC
101-0000-42600
0
$24.17
Total Paid for ELECTRICAL: $48.34
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RESIDENTIAL, FIRST 1,000SF
101-0000-42403
0
$145.03
DESCRIPTION
ACCOUNT
QTY
AMOUNT
RESIDENTIAL, FIRST 1,000SF, PC
101-0000-42600
0
$47.86
Total Paid for ELECTRICAL - NEW CONSTRUCTION: $192.89
DESCRIPTION
ACCOUNT
QTY
AMOUNT
CONDENSER/COMPRESSOR
101-0000-42402
0
$36.26
DESCRIPTION
ACCOUNT
QTY
AMOUNT
CONDENSER/COMPRESSOR PC
101-0000-42600
0
$24.17
Total Paid for MECHANICAL: $60.43
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN
101-0000-42404
0
$97.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PATIO COVER, STD, OPEN PC
101-0000-42600
0
$95.72
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $192.89
DESCRIPTION
ACCOUNT
QTY
AMOUNT
FIXTURE/TRAP
101-0000-42401
0
$12.09
DESCRIPTION
ACCOUNT
QTY
AMOUNT
FIXTURE/TRAP PC
101-0000-42600
0
$12.09
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4 OUTLETS
101-0000-42401
0
$12.09
DESCRIPTION
ACCOUNT
QTY
AMOUNT
GAS SYSTEM, 1-4 OUTLETS PC
101-0000-42600
0
$24.17
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WATER SYSTEM INST/ALT/REP
101-0000-42401
0
$12.09
DESCRIPTION
ACCOUNT
QTY
AMOUNT
WATER SYSTEM INST/ALT/REP PC
101-0000-42600
0
$12.09
Total Paid for PLUMBING FEES: $84.62
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0
$1.30
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.30
Bin #
City of La Quinta
Building 8t Safety Division
78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
2 Building Permit Application and Tracking Sheet
Permit #
`Z996-
Project Address:AYE goo
PJS /' 4✓LT- sZ
Owner's Name:
A. P. Number: 7?` , S• gj
Address:S—
Legal Description: STa'Lae,T ,,, 2beF T,o
City, ST, Zip: 4_46Z,,, z _ q ;L j 3
Contractor:
Telephone: e. c7 • 1/6 - 3 83
Address:
Project Description's Naw c}-eo--Z r
City, ST, Zip:
a -I ? 5 .R FT
Telephone: h
one•
A To Co ' a 78 56Pr.
State Lic. # :
City Lie. #:
Arch., Eng ., De67.
I J • `T2V 55 h%'%LS O .( L
Address:
City, ST, Zip: ! C, u KTes c a as3
Telephone: ele h
P co
Construction TY e: Occupancy:aneY
P :
•
State Lu. #:
Project hPa (circle ne • New Adn
Alter Repair Demo
Name of Contact Person:
Sq. Ft.: P r ° _
# Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project: */0"900
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subeontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
II.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees,
Total Permit Fees
YOUNG
%ifENGINEERING
u e R u I u e
Letter of Transmittal
To: City of La Quinta Today's Date: 8-16-16
78-495 Calle Tampico City Due Date: 8-22-16
La Quinta, CA 92253 Project Address: 51-885 Avenida Martinez
Attn: Ramses Sevilla Plan Check #: BRES2016-0121
We are forwarding:
Includes:
® 1
® 2
El
ID
Submittal: ❑
15t
❑
2nd
❑
3rd
® By Messenger ❑
Descriptions:
Structural Plans
Structural Calculations
Truss Calcs
Soils Report Update
Structural P/C Comments
Redlined Structural Plans
Redlined Structural Calcs
Redlined Truss Calcs
Redlined Soils Reports
Comments: Structural content is aDDrovable.
Transit Per Diem=
Admin Time =.25 HR
Structural Engineer/Principal Review Time = 0 HR
®
4th
❑
5th
❑
Other:
By Mail (Fed Ex or UPS)
Includes:
# Of
Copies:
El
El
El
®
1
®El
1
El
El
❑ Your Pickup
Descriptions:
Revised Struct. Plans
Revised Struct. Calcs
Revised Truss Calcs
Revised Soils Report
Approved Structural Plans
Approved Structural Calcs
Approved Truss Calcs
Approved Soils Report
Other:
Plan Review Engineer Time =0 .5 HR
This Material Sent for:
❑ Your Files ® Per Your Request
❑ Your Review ❑ Approval
❑ Checking ❑ At the request of:
Other: ❑
By: Joe Venuti
Office: ® (760) 772-5107
Other: ❑
RECLAVED,
AUG 2 2 2016
CITY OF LA QUINTA
COMMt_INM DEVELOPMENT
u ttcv
P.O. Box 1504
LA QUINTA, CALIFORNIA M47-1504 BUILDING & SAFETY DEPARTMENT
78-495.CALLE TAMPICo (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011
PROPERTY OWNER'S PACKAGE
Disclosures & Forms for Owner -Builders Applying for Construction Permits
IMPORTANT! NOTICE TO PROPERTY OWNER
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified at
We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your name as the
Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision,
signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice
unless you, the property owner, obtain the prior approval of the permitting authority.
OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION
DIRECTIONS: Read and initial each statement below to signer you understand or verify this information.
I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder"
building permit that erroneously;implies that the property owner is providing his or her own I labor and material personally. I, as
an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person
and his or her employees while Working on my property. My homeowner's insurance may not provide coverage for those
injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers
on my property. .
%/4/2. I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
J,413. I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my
own.
J•/ 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on
permits and contracts.
J -// 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value
of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer"
under state and federal law.
/V 6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal
government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment
compensation for each "employee." I also understand my failure to abide by these laws may subject me to.serious financial
risk.
J '/1/ 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale,. unless all work is performed by licensed
subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.
-4e& I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the
workmanship or materials.
JW- 9. I understand I may obtain more information regarding my,obligations as an."employer" from the Internal Revenue
Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the Califomia Contractors' State License Board (CSLB) at 1-
800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
.41/_1 0. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally, and financially responsible for proposed construction activity at the following address:
.['////l I - I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements that govern Owner -Builders as.well as employers. .
J ,r dl 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I
have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also
important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working
on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and. wish to hire Contractors,
you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issuing the permit. Note. A copy of the property owner's driver's license, form notarization, or
other verification acceptable to the is required to be presented when the permit is issued to verify the property
owner's signature.
Signature of property owner Date: /0
Note: The following Authorization Form is required to be completed by the property owner.only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign; and file the documents necessary to obtain an Owner -Builder
Permit for my project.
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification
acceptable to the agency is required to be presented when the permit is issued to verify the property owners signature.
Property Owner's Signature: Date:
Plan Submittal I
AUG 0 5 2016
Job Site Add
CiTY OF LA QUiNTA
COMMUNITY DEVELOPMENT owners N
Number, Street, or PO
City, State, Postal C
Owner's Phone Nur
Owner's E -Mail Add
Project Manager's N
Project Maneger's Phone Nur
Project Manager's E -mall Add
caw
Building Permit Number.
Project Description: home Improvement
Exempt: ❑
(Materials may contain hazardous wastes and
ere not subject to recycling provislons)
Construction Debris Management Plan
Budder / Contractor
Number, Street or PO Box
City, State, Postal Code
Project Square Footage
8/4/2016
51885 Avenida Martinez
George Nava
51885 Avenida Martinez.
La Quinta, CA. 92253
760-910-3483
George Nava (Owner/Builder)
760-910-3483
?) RfS o_016- 012-1
George Nava
51885 Avenida Martinez
La Quinta, CA. 92253
786 square feet (laundry/storage/patio cover)
City Approval By_
Date of City Approval I b
Product
Tons
TrashF-0.00
3.00
Not recyclable
Product Tons
At
0.00
Recyclable
Masonry(broken)
r 0.(
Brick/Block
Recyclable
Plaster
0.;
Commingled 0.00 Recyclable Tile (floor) 0.00 Recyclable
Concrete 2.25 Recyclable Tile (roof) 0.11 Recyclable
Drywall 0.25 Recyclable Wood 0.50 Recyclable
Donated / Reuse" 0.00 Recyclable Landscape Debris 0.00 Recyclable
"DFlscribe ltsms
Totals: Recycle Trash Projected Diversion:
F 3.0 52.83%
I understand It is the property owners responsibility to submit copies of weight tickets or receipts to the District
Envlronmentrit Cow0nator as these hauls occur. l hereby certify that completion, implementation and adherence of the
Debris Mannpemen' Plan (DUIP), for the above named project shall guarantee that at least 50% of tha jobsite waste is
diverted from 'a^dAP ng, Tlr. rempining material will be recycled or reused. I will divert, for recycling or re -use, remaining
materials opn.-awed from h, ' t day of the project through the completion of the project in accordance with this plan. This
DMP is issued in the name of Tt•. oroperty owner(s) and shall remain their property throughout the construction and/or
demolition protect. P, conlra(-,!,- rving as agent of the owner may obtain a DMP for the owner. However, the DMP is still
Issued in the name of the prom -'.v owners) and the owner retains legal responsibility for ensuring that the provisions of the
DMP are ad' re . Thi rrr, ,F. ; owner(s) and general contractor shall be kept Informed of the diversion progress through
bi-monlNy ,cro,ts " sef`-caul •1g, ail refuse material from this project she must betaken to an approved recycler or transfer
Owner / Doves.z,)P , Projoc, ti'- n for / Superintendant Date
I
STRUCTURAL DESIGN CALCULATIONS
TO CHECK UNPERMITTED CONSTRUCTION AT
51885 AVENIDA MARTINEZ
LA QUINTA, CA 92253-6103
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
F0H CONST tTION
DATE q'/24 /IL ---
TABLE OF CONTENT;
Section 1 -- Calculation Objective/Purpose
Section 2 -- Design Basis
Section 3 -- Analysis and Design
E
n S 5-2654 y m
Y. w6
EXP 6/301 2
TF OF C `
N
Project No: 16-1022
Revision No: A BVED
Issued For: Review Plan Check
Dated: 4/21/2016 5/28/2016
JUL 15 2016
CITY OF L.A., O'UINTA
COINIWUNITY DEVE D®MENT
I
1. CALCULATION OBJECTIVE /PURPOSE
This calculation booklet is for structural calculation for unpermitted construction
at the referenced referenced location in La Quinta, California
2. DESIGN BASIS
A. Codes and Standards:
CBC 2013 (IBC 2012)
AISC 13th Edition
ASCE 7-10
ACI 318-11
B. Materials
Steel Fy = 50 ksi ASTM A-992 WF, WT
Steel Fy = 46 ksi ASTM A-500 Gr B HSS
Steel Fy = 36 ksi ASTM A-36 All other shapes and plates
High Strength Bolts = ASTM A -325N
Anchor Bolts = ASTM A307 Gr 36 Galvanised
Electrodes = E70XX
Concrete f c = 2500 psi minimum; 3000 psi foundations
C. Foundations ( Values below to be used if there is no Soils Report)
Site Class - D
Spread Footings/Mats
Bearing Capacity -- 1500 psf with 1/3 increase for wind/seismic
Passive pressure -- 225 pcf
Coefficient of Friction -- 0.35
Subgrade modulus -- 200 psi/in
D. Soils Report
Soils Report By: None Available
q a (Isolated) 1500 psf
Code Minimums used q a (Cont) 1500 psf
Key Seismic Parameters (FROM ENERCALC)
Risk Category
II (TABLE .5-1)
Site Class
D (TABLE 1613.3.2)
Ss
1.500 g (FIGURE 1613.3.1)
S1
0.680 g (FIGURE 1613.3.1)
F a
1.0 (TABLE 1613.3.3(1))
F v
1.5 (TABLE 1613.5.3(2))
S ms
1.500 g (Eq. 16-37)
S m1
1.020 g (Eq.16.38)
S ds
1.000 g (Eq. 16-39)
S cll
0.0.680 g (Eq. 16-40)
SDS
D
2
GRAVITY ANALYSIS:
Roof DL = 12 psf; LL = 20psf
Roof ply =
3 psf
Roofing =
5 psf
Gyp Board =
2 psf
Miscellaneous =
2 psf
Beam
Ispan O/h 1 O/h 2Width
ft
Use
ft ft ft
ROOF
Rafter
B-1
B-2
B-3
B-4
B-5
14.00
1.50 1.33
2x8 DF#2
7.90
7.08
48 DF #1
8.25
7.08
4x8 DF #1
5.50
7.08
4x8 DF #1
10.60
7.08
4x8 DF #1
10.00
0.67
4x8 DF #1
LATERAL ANALYSIS
Grid
WIDTH
LENGTH
RESISTANCE
(ft)
(ft)
A
18.6/2
14.16
4.00 + Tie to ( E )
B
40.16/2
14.16
4.00 + Tie to ( E )
D
21.6/2
14.16
= Tie to (E )
1
14.16/2
40.16
=8.0
2
25/2
40.16
( E) walls 14.33
I
Wood Beam
Description : Roof Rafters
CODE REFERENCES
File =
14.8.16, Vec6.
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
0.911: 1 Maximum Shear Stress Ratio =
0.225 : 1
Section used for this span
Load Combination Set: IBC 2012
Section used for this span
2x8
fb : Actual =
0
Material Properties
fv : Actual =
40.54 psi
FB: Allowable =
Analysis Method: Allowable Stress Design
Fb - Tension
900 psi
E: Modulus of Elasticity
Load Combination I BC 2012
Fb - Compr
900 psi
Ebend- xx 1600 ksi
6.883ft
Fc - Prll
1350 psi
Eminbend - xx 580 ksi
Wood Species : Douglas Fir - Larch
Fc - Perp
625 psi
Maximum Deflection
Wood Grade : No.2
Fv
180 psi
Max Downward L+Lr+S Deflection
0.296 in Ratio=
Ft
575 psi
Density 32.21 pcf. .
Beam Bracing Beam is Fully Braced against lateral -torsion buckling
366
1.00
D 0.01596 Lr 0.0266 D 0.01596 Lr(0.0266)
2x8
Span = 14.0 ft
Applied Loads
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load : D = 0.0120, Lr = 0.020 ksf, Tributary Width = 1.330 ft, (Roof)
Load for Span Number 2
Uniform Load: D = 0.0120, Lr = 0.020 ksf, Tributary Width = 1.330 ft, (Roof)
DESIGN SUMMARY
Ftr7
Span = 1.50 ft
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Ratio =
0.911: 1 Maximum Shear Stress Ratio =
0.225 : 1
Section used for this span
2x8
Section used for this span
2x8
fb : Actual =
983.63psi
fv : Actual =
40.54 psi
FB: Allowable =
1,080.00psi
Fv : Allowable =
180.00 psi
Load Combination
+D+Lr+H
Load Combination
+D+Lr+H
Location of maximum on span =
6.883ft
Location of maximum on span =
13.453 ft
Span # where maximum oocurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
0.00
Length = 14.0 ft
1
Max Downward L+Lr+S Deflection
0.296 in Ratio=
567
1.00
Max Upward L+Lr+S Deflection
-0.098 in Ratio=
366
1.00
Max Downward Total Deflection
0.501 in Ratio=
335
0.12
Max Upward Total Deflection
-0.166 in Ratio=
216
2
Maximum Forces & Stresses for Load Combinations
Load Combination
Segment Length
Span #
Max Stress Ratios
M V
Cd C FN
C i
Cr
C m
C t
C L
Moment Values
M fb
Pb
V
Shear Values
fv F'v
+D+H
. 0.00
0.00
0.00
0.00
Length = 14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+D+L+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+D+Lr+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
It
Wood Beamrue=c usersucu as-i.Kwwu ;uMt-i tnt►tw -nto-iuz>z.tc
ENERCALC,INC.1983-2014, Build.614.&16, Ver6.14.8.31
Lic. #: KW -06005524
Licensee:
CONCORDE
CONSULTING
GROUP
Description : Roof Rafters
Load Combination
Max Stress Ratios
Moment Values
Shear Values
Segment Length Span #
M
V
C d C FN
C i
Cr
C m
C t
C L
M
fb
F'b
V
tv
F'v
Length =14.0 ft
1
0.911
0.225
1.200
1.00
1.00
1.00
1.00
1.00
1.08
983.63
1080.00
0.29
40.54
180.00
Length =1.50 ft
2
0.043
0.225
1.200
1.00
1.00
1.00
1.00
1.00
0.05
46.22
1080.00
0.04
40.54
180.00
+D+S+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
o.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+D+0.750Lr+0.750L+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.776
0.192
1.200
1.00
1.00
1.00
1.00
1.00
0.92
838.24
1080.00
0.25
34.55
180.00
Length =1.50 ft
2
0.036
0.192
1.200
1.00
1.00
1.00
1.00
1.00
0.04
39.39
1080.00
0.03
34.55
180.00
+D+0.750L+0.750S+H
1.200
1.00
1.00
1.00
1.00
1,00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1,200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+0+0.60W+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+0 #0.70E+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+D+0.750Lr+0.750L+0.450W+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.776
0.192
1.200
1.00
1.00
1.00
1.00
1.00
0.92
838.24
1080.00
0.25
34.55
180.00
Length =1.50 ft
2
0.036
0.192
1.200
1.00
1.00
1.00
1.00
1.00
0.04
39.39
1080.00
0.03
34.55
180.00
+D+0.750L40.750S+0.450W+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+0+0.750L-4750S+0.5250E+H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.372
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.44
402.10
1080.00
0.12
16.57
180.00
Length =1.50 ft
2
0.017
0.092
1.200
1.00
1.00
1.00
1.00
1.00
0.02
18.90
1080.00
0.02
16.57
180.00
+0.60D+0.60W+0.60H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 It
1
0.223
0.055
1.200
1.00
1.00
1.00
1.00
1.00
0.26
241.26
1080.00
0.07
9.94
180.00
Length =1.50 ft
2
0.010
0.055
1.200
1.00
1.00
1.00
1.00
1.00
0.01
11.34
1080.00
0.01
9.94
180.00
+0.60D+0.70E+0.60H
1.200
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =14.0 ft
1
0.223
0.055
1.200
1.00
1.00
1.00
1.00
1.00
0.26
241.26
1080.00
0.07
9.94
180.00
Length = 1.50 ft
2
0.010
0.055
1.200
1.00
1.00
1.00
1.00
1.00
0.01
11.34
1080.00
0.01
9.94
180.00
Overall Maximum Deflections
Load Combination
Span
Max. ° ° Dell
Location in Span
Load Combination
Max. "+" Defl
Location in Span
+D+Lr+H
1
0.5007
7.039
0.0000
0.000
2
0.0000
7.039
+O+Lr+H
-0.1663
1.500
Vertical Reactions
Support notation : Far
left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Support 3
Overall MAXimum
0.311
0.386
Overall MINimum
0.076
0.095
+0++1
0.127
0.158
+O+L+H
0.127
0.158
+O+Lr+H
0.311
0.386
+D+S+H
0.127
0.158
4".750Lr+0.750L+H
0.265
0.329
+0+0.750L+0.750S+H
0.127
0.158
+D+0.60W+H
0.127
0.158
+D+0.70E+H
0.127
0.158
4".750Lr+0.750L+0.450W+H
0.265
0.329
+D+0.750L+0.750S+0.450W+H
0.127
0.158
+D+0.750L+0.750S+0.525E+H
0.127
0.158
+0.60D+0.60W+0.60H
0.076
0.095
+0.60D+0.70E+0.60H
0.076
0.095
D Only
0.127
0.158
Lr Only
0.184
0.228
L Only
S Only
W Only
Wood Beam File=c:lUsersWXA5-1.KRI1000UME-HENERCA-1116.1
ENERCALC. INC. 1983 2014, Build -.64.1116. Ve
Description : Bl/B2/B3/B4 Check Maximum span with as -built loads (Existing Condition)
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Load Combination Set: IBC 2012
Material Properties
0.972 1 Maximum Shear Stress Ratio
Section used for this span
4x6
Analysis Method: Allowable Stress Design
Fb - Tension
1,000.0 psi
E: Modulus of Elasticity
Load Combination f BC 2012
Fb - Compr
1,000.0 psi
Ebend- xx 1, 700.0 ksi
+D+Lr+H
Fc - Prll
1,500.0 psi
Eminbend - xx 620.0 ksi
Wood Species : Douglas Fir - Larch
Fc - Perp
625.0 psi
Span # where maximum occurs
Wood Grade : No.1
Fv
180.0 psi
Max Downward L+Lr+S Deflection
Ft
Beam Bracing Beam is Fully Braced against lateral -torsion buckling
-
675.0 psi
Density 32.210pcf
D0.0855 Lr 0.7425
0 <360
0.261 in Ratio=
367
Max Upward Total Deflection
0.000 in Ratio=
4x6
Span = 8.0 ft
Applied Loads
Beam self weight calculated and added to loads
Uniform Load: D = 0.0120, Lr = 0.020 ksf, Tributary Width = 7.125 ft, (Roof)
DESIGN SU. MMARY_
Service loads entered. Load Factors will be applied for calculations.
Maximum Bending Stress Ratio =
0.972 1 Maximum Shear Stress Ratio
Section used for this span
4x6
Section used for this span
fb : Actual =
1,263.83psi
fv : Actual
FB: Allowable =
1,300.00psi
Fv : Allowable
Load Combination
+D+Lr+H
Load Combination
Location of maximum on span =
4.000ft
Location of maximum on span
Span # where maximum occurs =
Span # 1
Span # where maximum occurs
Maximum Deflection
0.376
0.138
Max Downward L+Lr+S Deflection
0.160 in Ratio=
599
Max Upward L+Lr+S Deflection
0.000 in Ratio=
0 <360
Max Downward Total Deflection
0.261 in Ratio=
367
Max Upward Total Deflection
0.000 in Ratio=
0 <180
Maximum Forces & Stresses for Load Combinations
Load Combination
Segment Length
Span #
Max Stress Ratios
M V
Cd C FN
+O+H
Moment Values
M fb
F'b
V
Shear Values
tv F'v
Length = 8.01t
1
0.376
0.138
1.300
+O+L+H
0.00
0.00
1.300
Length = 8.0 It
1
0.376
0.138
1.300
+O+Lr+H
0.72
488.58
1300.00
1.300
Length = 8.0 ft
1
0.972
0.358
1.300
+O+S+H
1.00
1.300
Length = 8.0 It
1
0.376
0.138
1.300
+0+0.750Lr+0.750L+H
1.00
1.00
0.72
1.300
Length = 8.0 ft
1
0.823
0.303
1.300
+0+0.750L40.750S+H
1.00
1.00
1.06
1.300
= 0.358 : 1
4x6
64.48 psi
180.00 psi
+D+Lr+H
= 7.562 ft
Span # 1
C i
C r
C m
C t
C L
Moment Values
M fb
F'b
V
Shear Values
tv F'v
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
1.00
1.00
1.00
1.00
1.06
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.86
1,263.83
1300.00
0.83
64.48
180.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.57
1,070.02
1300.00
0.70
54.59
180.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
9
Wood Beam File=cAUsersU(OCAS-1.KRIID000ME-1IENERCA-1116.102-2.EC6
ENERCALC. INC. 1983.21114'. Bui1d:6:14.8.16. Ver.&14.8.31
Description : 81/8283/134 Check Maximum span with as -built loads (Existing
Load Combination Max Stress Ratios
Moment Values
Shear Values
Segment Length Span #
M
V
C d C FN
C i
Cr
C m
C t
C L
M
fb
F'b
V
tv
F'v
Length = 8.0 ft 1
0.376
0.138
1.300
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
+0+0.60W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1
0.376
0.138
1.300
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
+D+0.70E+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1
0.376
0.138
1.300
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
+CA.750Lr+0.750L+0.450W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 It 1
0.823
0.303
1.300
1.00
1.00
1.00
1.00
1.00
1.57
1,070.02
1300.00
0.70
54.59
180.00
+D+0.750L+0.750S+0.450W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1
0.376
0.138
1.300
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
+D+0.750L+0.750S+0.5250E+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 it 1
0.376
0.138
1.300
1.00
1.00
1.00
1.00
1.00
0.72
488.58
1300.00
0.32
24.93
180.00
+0.60D+0.60W+0.60H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1
0.225
0.083
1.300
1.00
1.00
1.00
1.00
1.00
0.43
293.15
1300.00
0.19
14.96
180.00
+0.60D+0.70E+0.60H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 8.0 ft 1
0.225
0.083
1.300
1.00
1.00
1.00
1.00
1.00
0.43
293.15
1300.00
0.19
14.96
180.00
Overall Maximum Deflections
Load Combination
Span
_
Max.' ' Deft
Location in Span
Load Combination
Max. '+' Defl
Location in Span
+D+Lr+H
1
0.2610
4.029
0.0000
0.000
Vertical Reactions
Support notation : Far
left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
0.929
0.929
Overall MINimum
0.216
0.216
+O+H
0.359
0.359
+D+L+H
0.359
0.359
+D+Lr+H
0.929
0.929
+O+S+H
0.359
0.359
+0+0.750Lr+0.750L+H
0.787
0.787
+0+0.750L+0.750S+H
0.359
b.359
+0+0.60W+H
0.359
0.359
+D+0.70E+H
0.359
0.359
+D+0.750Lr+0.750L+0.450W+H
0.787
0.787
+D+0.750L+0.750S+0.450W+H
0.359
0.359
+0+0.75OL+0.750S+0.525E+H
0.359
0.359
+0.60D+0.6OW+0.60H
0.216
0.216
+0.60D+0.70E+0.60H
0.216
0.216
D Only
0.359
0.359
Lr Only
0.570
0.570
L Only
S Only
W Only
E Only
H Only
Wood Beam File= ciUsersVOC45-1:KRRD000ME-11ENERCA-1%16-102-2EC6' i
_ ENERCALC, INC. 19832014, Build:6.14.8.16. Ver.6.148.31 p
Description : B5
CODE REFERENCES
Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10
Span = 10.250 ft
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Load Combination Set: IBC 2012
C i
Cf
Material Properties
C t
C L
Analysis Method: Allowable Stress Design Fb - Tension
1,000.0 psi
E: Modulus of Elasticity
Load Combination iBC 2012 Fb - Compr
1,000.0 psi
Ebend- xx 1,700.Oksi
Fc - Pdl
1,500.0 psi
Eminbend - xx 620.0 ksi
Wood Species : Douglas Fir - Larch Fc - Perp
625.0 psi
fb : Actual
Wood Grade : No.1 Fv
180.0 psi
9.38 psi
Ft
Beam Bracing Beam is Fully Braced against lateral -torsion buckling
675.0 psi
Density 32.210pcf
D(0.00804)Lr(0.0134)
Load Combination
+D+Lr+H
Load Combination
+D+Lr+H
Location of maximum on span =
4x6
Applied Loads
Span = 10.250 ft
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Cd C FN
C i
Cf
Uniform Load : D = 0.0120, Lr = 0.020 ksf, Tributary Width = 0.670 ft, (Roof)
C t
C L
DESIGN SUMMARY- -
F'b
V
. - •
Maximum Bending Stress Ratio =
0.177. 1 Maximum Shear Stress Ratio =
0.052 : 1
Section used for this span
4x6
Section used for this span
4x6
fb : Actual
229.93psi
fv : Actual =
9.38 psi
FB: Allowable
1,300.00psi
Fv : Allowable =
180.00 psi
Load Combination
+D+Lr+H
Load Combination
+D+Lr+H
Location of maximum on span =
5.125ft
Location of maximum on span =
0.000ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
1300.00
0.06
4.50
Max Downward L+Lr+S Deflection
0.041 in Ratio=
3031
Max Upward L+Lr+S Deflection
0.000 in Ratio=
0 <360
1.00
Max Downward Total Deflection
0.078 in Ratio=
1577
Max Upward Total Deflection
0.000 in Ratio=
0 <180
0.00
Maximum Forces & Stresses for Load Combinations
Load Combination
Segment Length
Span #
Max Stress Ratios
M V
Cd C FN
C i
Cf
C m
C t
C L
Moment Values
M fb
F'b
V
Shear Values
tv F'v
+O+H
0.00
0.00
0.00
0.00
Length =10.250 ft
1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+D+L+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft
1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+D+Lr+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 10.250 ft
1
0.177
0.052
1.300
1.00
1.00
1.00
1.00
1.00
0.34
229.93
1300.00
0.12
9.38
180.00
+D+S+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 10.250 ft
1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+0+0.750Lr+0.750L+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft
1
0.154
0.045
1.300
1.00
1.00
1.00
1.00
1.00
0.29
200.02
1300.00
0.10
8.16
180.00
+D+0.750L+0.750S4H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Wood Beam File =calkers\KOC45-1.KRM000ME-IIENERCA-
ENERCALC, INC.19WO14,.Build.6.14.8.
Description : B5
Load Combination Max Stress Ratios
Segment Length Span # M V Cd C FN C i Cr C m C t CL
Moment Values
M fb F'b
Shear Values
V fv Fv
Length =10.250 ft 1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+D+0.60W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+D+0.70E+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+".750Lr+0.750L+0.450W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.154
0.045
1.300
1.00
1.00
1.00
1.00
1.00
0.29
200.02
1300.00
0.10
8.16
180.00
+0+0.750L+0.750S+0.450W+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+D+0.750L+0.750S+0.5250E+H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.085
0.025
1.300
1.00
1.00
1.00
1.00
1.00
0.16
110.26
1300.00
0.06
4.50
180.00
+0.60D+0.6OW+0.60H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length =10.250 ft 1
0.051
0.015
1.300
1.00
1.00
1.00
1.00
1.00
0.10
66.16
1300.00
0.03
2.70
180.00
+0.60D+0.70E+0.60H
1.300
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
Length = 10.250 ft 1
0.051
0.015
1.300
1.00
1.00
1.00
1.00
1.00
0.10
66.16
1300.00
0.03
2.70
180.00
Overall Maximum Deflections
Load Combination
_ _
Span
Max. ' °Defl
_
Loption in Span
Load Combination
Max. '+" Defl
Location in Span
+D+Lr+H
1
0.0780
5.162
0.0000
0.000
Vertical Reactions
Support notation : Far left is #1
Values in KIPS
Load Combination
Support 1
Support 2
Overall MAXimum
0.132
0.132
Overall MINimum
0.038
0.038
+D+H
0.063
0.063
+D+L+H
0.063
0.063
+D+Lr+H
0.132
0.132
+D+S+H
0.063
0.063
+D+0.75OLr+0.750L+H
0.115
0.115
+D+0.750L+0.750S+H
0.063
0.063
+0+0.60W+H
0.063
0.063
+D+0.70E+H
0.063
0.063
+D+0.750Lr+0.750L+0.450W+H
0.115
0.115
+0+0.750L+0.750S+0.450W+H
0.063
0.063
+0+0.750L+0.750S+0.525E+H
0.063
0.063
+0.60D+0.60W+0.60H
0.038
0.038
+0.60D+0.70E+0.60H
0.038
0.038
D Only
0.063
0.063
Lr Only
0.069
0.069
L Only
S Only
W Only
E Only
H Only
ASCE Seismic•Base Shear
File = all
Nava Residence
Risk Category Calculations per ASCE 7-10
Risk Category of Building or Other Structure: 'II' : All Buildings and other structures except those listed as Category I, III, and IV ASCE 7.10, Page 2, Table 1.5-1
Seismic Importance Factor =
Gridded Ss & Slvalues ASCE-7-10 Standard
Max. Ground Motions, 5% Damping:
SS = 1.5 g. 0.2 sec response
S1 = 0.68 g. 1.0 sec response
Site Class, Site Coeff. and Design Catego
c
Latitude 33.675 deg North
Longitude = 116,296 deg West
Location: La Quinta, CA 92253
ASCE 7-10, Page 5, Table 1.5-2
ASCE 7-10 11.4.1
Site Classification 'D" :Shear Wave Velocity 600 to 1,200 fUsec c D ASCE 7-10 Table 20.3-1
Site Coefficients Fa 8 Fv Fa = 1,00 ASCE 7-10 Table 11.4-1 8 11.4-2
(using straight-line interpolation from table values) Fv = 1.50
Maximum Considered Earthquake Acceleration S MS = FaSs = 1.500 ASCE 7-10 Eq. 11.4-1
S Mt = Fv' S1 = 1,020 ASCE 7-10 Eq. 11.4-2
Design Spectral Acceleration S= S ' 2!3 = 1.000
DS MS
ASCE 7.10 Eq. 11.4-3
S Df S Mt 213 = 0.680
ASCE 7-10 Eq. 11.4-4
Seismic Design Category = D OSCE 7-10 Table 11.61 8 -2
Resisting System
ASCE 7-10 Table 12.2-1
_
Basic Seismic Force Resisting System ... Bearing Wall Systems
Light -framed walls sheathed wtwood structural panels rated for shear resistance or steel sheets.
Response Modification Coefficient ° R' = 6.50 Building height Limits:
System Overstrength Factor ' Wo ' = 3.00 Category "A & B' Limit: No Limit
Deflection Amplification Factor ' Cd ' = 4.00 Category "C" Limit: No Limit
Category'D' Limit: Limit = 65
NOTE! See ASCE 7-10 for all applicable footnotes. Category'E' Limit: Limit = 65
Category'F' Limit: Limit = 65
Redundancy Factor ASCE 1.10 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Factor' p " = 1.3
Lateral Force Procedure ASCE 7-10 Section 12.8.2
Equivalent Lateral Force Procedure
The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-10 12 8
Determine Building Period
use ASCE 12.8-7
Structure Type for Building Period Calculation : All Other Structural Systems
" Ct " value = 0.020 " hn ' : Height from base to highest level = 25.0 It
'x'value = 0.75
' Ta ' Approximate fundemental period using Eq. 12.8-7 : Ta = Ct' (hn AX) = 0.224 sec
'TL' : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 8.000 sec
Building Period ' Ta ' Calculated from Approximate Method selected
= 0.224 sec
" Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1
S oS Short Period Design Spectral Response = 1.000 From Eq. 12.8-2, Preliminary Cs
= 0.154
' R ' : Response Modification Factor = 6.50 - From Eq. 12.8-3 & 12.84 , Cs need not exceed
= 0.468
' I ' : Seismic Importance Factor = 1 From Eq. 12.8-5 & 12.8.6, Cs not be less than
= 0.052
Cs :Seismic Response CCoefficient=
0.1538
ic
O • (1 ' J 10 -77)(J2.+ -S)= oPl-37 17
56 P
r0
2013 CBC CODE (ASCE 7-10) WIND LOAD CALCULATIONS
Wind Risk Category
Basic Wind Speed =
100 mph
Figure 26.5-1C ASCE 7-10
for occupancy
Wind Directionality
0.85
Section 26.6 ASCE 7-10
Factor, Kd
Exposure Category
C
Section 26.7.3 ASCE 7-10
Velocity Pressure
0.85
Table 27.3-1 ASCE 7-10; zg = 900, alpha = 9.5, z<15 ft
Exposure Coef, Kz
Topographic Effect
1.00
Section 26.8 ASCE 7-10
Factor, Kzt
Figure 26.8-1
Enclosure Class
1
Section 26.10 ASCE 7-10
Wind Imp. Factor, I
1
Velocity Pressure = 0.00256 • Kz ` Kzt • Kd • V^2`1
Velocity Pressure = 18 psf
NAVA RESIDENCE -- SUMMARY OF LATERAL DESIGN FOR EOMIND LOADS (1 -STORY)
Grid
Ah.
pth
Tributary
Area(sq
Current
Level
Veq(ps0
Vwiod(psf)
Effm1he
Plate III (a)
ASD
Current
Level EQ
load(Ihs)
Current
Level wind
Load (lbs)
Governing Shearfrom
Lateral Above
Load(Ibs) (Lbs)
Total
Governing
Shear(Ibs)
Carmat l<sd
Spear Wall -
Leugtih(to)
Correct
IrdTatal
Wall 6eppp Unit Shear
(n) (VII
Net Uplift in Lbs
Type of Shear
Nall
ftoldowns
Roof
A
18.6
14.16
132
3
18
8
395
670
670
0
670
=4
4.00
167
339
6
IIDU2-SDS2.5
n
25.08
14.16
178
3
18
8
533
903
903
0
903
-4
4.00
226
806
6
HDU2-SDS2.5
D
21.6
14.16
153
3
18
8
459
778
778
0
778
-1
1.00
NA
NA
6
Tic into Wall
l
14.16
40.16
284
3
18
8
853
510
853
0
853
-7
7.00
122
-25
6
tIDU2-SDS2.5
V3
25
40.16
502
3
18
8
1506
900
1506
0
1506
;14.33
14.33
105
-159
6
HDU2-SDS
Notes: lice page 2 of this booklet for seismic loads
Net Uplift is computed as Gross upli0 less 1000lbs
I
SHEARWALL SCHEDULE
W -AW N.T 5 7
"'0RK
O 0
2 z
g
W LL
2 g
ww z
STUD SIZE
qT
FRAMING
EDGES 8
BOUNDARIES
'
PLYWOOD
OR OSB
r
NAILING
SHEAR TRANSFER
COMMENTS
v(SHEAR)
ALLOWABLE
A35
OR
LTP4
NAILS
BOLTS!
AN
BOLTS
A
1 1/2"
2x STUDS
3x 0 EDGES Y
15/32"
t CD/CC
lOd(3"x0.148")
®3" O.C. EN
®2" O.C. BN
A335 OR
LTP4
7" O.C.
40d
3" O.C.
STAGGER
5/8" ® 10"
3x SILL
655 #/FT
A
1 1/2"
2x STUDS10d(3"x0.148")
3x ® PLY
EDGES
15/32"
CD/CC
®3" O.C. EN
®2" O.C. HN
LTP4
7" O.C.
20d ®
12" O.C.
5/8" ® 10"
3x SILL
730 #/FT
1 1/2"
3x STUDS15/32"
3x ® PLY
EDGES
CD CC
/
10d(3"x0.148")
®3" O.C. EN
®2" O.C. HN
LTP4
6" O.C.
20d ®
12" O.C.
5/8" ® 8"
3x SILL
820 #/F -r
1 1/2"
3x STUDSI
4 EDGES Y
23/32"
STRUCT 1
10d(3"x0.148")
®3" O.C. EN
02 1/2" O.C. BN
®6" O.C. FN
LTP4 &
A35 EA.
SIDE 0
3" O.C.
20d ®
12^ O.C.
5/8" ® 3"
STAGGER
4x SILL 2
ROWS OF
FASTENERS
1800
#/FT
A4
1 1/2"
2x STUDS
3x ® PLY
EDGES
3/8"
CD/CC
8d(2 1/2"x0.131")
®4" O.C. EN
®2 1/2" O.C. BN
A35 OR
LTP4
10" O.C.
20d ® 3"
5/8" ® 7"
2x SILL
480 #/FT
40d 0 4"
5/8" 0 14"
3x SILL
1 1/2"
2x STUDS
3 LY
EDGES
15/32"
CD/CC
10d(3"x0.148")
"
03O.C. EN
®2" O.C. BN
A35 OR
LTP4
9" O.C.
20d @ 3"
5/8" ® 7"
2x SILL
575 #/ ,
40d ® 4"
5/8" 0 14"
1 3x SILL
44
1 1/2"
3x STUDS
4x ® PLY
EDGES
23/32"
STRUCT 1
10d(3"x0.148")
®4" O.C. EN
®2 1/2" O.C. BN
®6" O.C. FN
LTP4
3" O.C.
20d ®
12" O.C.
5/8" ® 4"
STAGGER
4x SILL 2
ROWS OF
FASTENERS
1525
#/FT
A41
1/2"
3x STUDS
4x ® PLY
EDGES
23/32"
STRUCT 1
Y
10d(3"x0.148")
®4" O.C. EN
®4" O.C. BA'
®6" O.C. FN
LTP4
4" O.C.
c 20d 0
12" O.C.
5/8" ® 6"
4x SILL 2
ROWS OF
FASTENERS
1070
#/FT
'
1 1/2"
3x STUDS
4x 0 PLY
EDGES
23/32"
STRUCT 1
IOd(3"x0.148")
®4" O.C. EN
02 1/2" O.C. BN
®6" O.C. FN
LTP4
4" O.C.
20d ®
12" O.C.
5/8" ® 6"
4x SILL 2
ROWS OF
FASTENERS
1210 #/FT
1 3/8"
2x STUDS °
3/8"
CD/CC
8d(2 1/2"x0.131 ")
®6" O.C. EN
®6" O.C. BN
A35 ORA6
LTP4
24" O.C.
o
60 0 ® C.
5/8" ® 28"
5/8" ® 36"
2x SILL
240 #/FT
I "
2x STUDS
3/8"
CD/CC
i
16 GA. SP.
®6" O.C. EN
®6" O.C. BN
A35 OR
LTP4
24" O.C.
12" 0.
2x SILL
160 #/>:-r
A6
I "
2x STUDS
3/8"
CD/CC
16 GA. SP.
®6" O.C. EN
®4" 0_C. BN
A35 OR
LTP4
24" O.C.
e 0 d ®
5/8" ® 32"
2x SILL
210 #/FT
1 3/8"1
2x STUDS
3/8" 8d(2 1/2"x0.131")
CD/CC ®6" O.C. EN
j ®4" O.C. BN 116"
A35 OR
LTP4
O.C.
60 d ® 15/8"
J
® 22" I
2x SILL
1
320 #/FT
SHEARWALL SCHEDULE
W -AW N.T 5 7
__W_
Load Table: See code report listings below
These products aro available with additional corrosion orotect'ion. Additional products on this page
may also be available with this option,cheek with Qlmoadn Shono-Tre for details.
Dimensions Minlmum
Fasteners
f
No c000 timmg. Please contact uto, test data.
lin.) Wood
Horizontal HDU Offset
Typical HDU Tie
Holdown Raisod Off
Instanatlon
Between Floors
Sin Plate
(Plan View}
aFHOU
OTT22
See footnote 7•
U.S. Palo "
Se
(in-) (in.)_
Vertical HDU
6.112.494 and
S
1—trllation
5.079,130
0.105
Load Table: See code report listings below
These products aro available with additional corrosion orotect'ion. Additional products on this page
may also be available with this option,cheek with Qlmoadn Shono-Tre for details.
Dimensions Minlmum
Fasteners
Allowable Tension Loads jibs.)
No c000 timmg. Please contact uto, test data.
lin.) Wood
Horizontal HDU Offset
Typical HDU Tie
Holdown Raisod Off
Instanatlon
Between Floors
Sin Plate
(Plan View}
W H B 80 8411012.Tbtdlness'
OFISP SPF/HF
See footnote 7•
Load Table: See code report listings below
These products aro available with additional corrosion orotect'ion. Additional products on this page
may also be available with this option,cheek with Qlmoadn Shono-Tre for details.
Code Reports (PDFs):
IAPMO UES ICC -ES ESR CITY OF LOS ANGELES
ER
. top
.next .top
LEGACY REPORTS
STATE OF FLORIDA ICC -ES NER ICC -ES ER ICC -ES ES
DTT2Z
Dimensions Minlmum
Fasteners
Allowable Tension Loads jibs.)
No c000 timmg. Please contact uto, test data.
lin.) Wood
son specific model numbers for code listings.
HDU11-SDS2.5
FSR -2330 ESR -2523 RR25720 FL10441
Model Ga Ancbor Member
No.
Drew
ESP, 2S24/ES&252 ' 8825720 FL10441
Deflection at
ESR- ESR -2523' AR257 F-1-10441
W H B 80 8411012.Tbtdlness'
OFISP SPF/HF
Allowable Load
Se
(in-) (in.)_
itill:)
S
DTT22 8-SOS'4`xl::° 16
1825 1800
0.105
14 31•: 6's(• IZ, 1A, . 8-SOSVA, 3
2145 1835
0.128
DTT2Z-SOS2.5 8-SDS'4'x2lV 3
2145 2105
0.128
HDU2-SOS2.5 14 3 69,. 31,, It. Iii, tie 6 -SOS %i x2l^ 3
3075 2215
0.088
HDU4-SDS2.5 14 3 109-4 V IV. illi Yi 10-SDSWx2'h' 3
4565 3285
0.114
HDU5-SDS2.5 14 3 13M, 3Y, IV4 Va 11 14 -SOS WOW 3
5645 4065
0.115
3
5980 4305
0.084
HDUS-SDS2.5 10 3 16ia V. 1 't 1": 5 20•S0S'r,`K2' 3'S
6970 5020
0.116
7870 5665
0.113
HDUII-SDS2.5 10 3 22'5 3'b 1tb 1:: 1 30-SOS'VK2:4i' 515
7Y,
9535 6865
11175 8045
0.137
0.137
HDU14-SDS2.5 7 3 25'11. 3',r Svn IN 1 36-SDS?4'x2t 7P,
14375' 10435'
0.177
511i'
14445" 10350'
0.177
1.
Allowable bads have been increased for wind or earthquake bad durations with no further increase allowed; reduce where
other load durations govem.
2.
The Designer must specify anchor bolt type, length and embedment See a and SM Anchor Botts.
3.
Structural composite lumber columns have sides that show either the wide face or the edges of the lumber SUandsAreneers.
Values in the tables reflect installation into the wide fate. See technical bulletin T-C-SCLCLM for values on the narrow face
(edge).
4.
Post design by Specifier. Tabulated loads are based on a minimum 312' wide post (in a 3 12' wall). Post may consist of
multiple members provided they are connected independently of the hobown fasteners. See Post Capacities for common
post allowable loads.
S.
Tension values are valid for holdowns flush or raised off of sill plate..
6.
Deflection at Allowable Tension Load includes fastener stip, holdown deformation and anchor rod elongation for holdowns
installed up to 6' above top of concrete. Holdowr may be installed raised up to 18' above top of concrete with no bad
reduction provided that additional elongation of the anchor rod is accounted for.
7.
Tabulated toads may be doubled when the holdowns are installed on opposite sides of the wood member provided either the
post is large enough to prevent opposing hotdown screw Interference or the hotdown5 are Offset t0 eliminate screw
interferences.
8.
Noted HDU14 allowable loads are based on a 5 12' wide post (6x6 min.).
S.
Requires heavy hex anchor nut to achieve tabulated loads (supplied with hoidown).
10.
Loads are applicable to installation on either narrow or wide face of post
Code Reports (PDFs):
IAPMO UES ICC -ES ESR CITY OF LOS ANGELES
ER
. top
.next .top
LEGACY REPORTS
STATE OF FLORIDA ICC -ES NER ICC -ES ER ICC -ES ES
DTT2Z
ESA -233 /ESR -25 RR25724 FL10441
DTT2Z-SDS2.6
No c000 timmg. Please contact uto, test data.
HDU
son specific model numbers for code listings.
HDU11-SDS2.5
FSR -2330 ESR -2523 RR25720 FL10441
HDU11-SDS2.5
ESP, 2S24/ES&252 ' 8825720 FL10441
HDU14-SDS2.5
ESR- ESR -2523' AR257 F-1-10441
ht.t.n://vvv&rw.stronetie.com/oroducts/connectors%HDL-DTT!.aso 10.2 013
CODES: See page 13 for Code ae`S1= :5)
4W
.These products are avaitah:' a :' :: a+ =` - • • _ - "'trsrtat prsa" s
this page may also be avaiaNe �' �,t ?=�' , —:sin Srrong•Tia't Tf:L s
pr These products are Wretec ve SD
Structurat-Connector screw Ser -:=T'
I
Dimensions Fastvaars
Lftel Ga
(TOM)
W L
LSTA9 I
1'/. 9 '=
LSTA12
12
LSTA15
1'/ 15
LSTA18 I
_
111/'16 " ='
LSTA21
1V Z _
—� 20
170 ,
14, U. F2
F26
�� HRS416Z 1 3'/.� 16 16-SDSY.'xth-I zaso ���� r
1. Loads include a 60°k load duration increase on the fasteners for wind or earthquake loading.
2 Loaxt'/e' nails may be substituted lvhere 16d sinkers ar tOd are specified at 10090 of the table loads
except where straps are installed over sheathing.
3, 10d commons may be substituted where 16d sinkers are soevl+ec 2100': of �bie loads.
CW,siakers (0118' dia -x 3'A io;vt c,.. JD 7rTo S —2j ?c i Si S ?:
S11A PSSON
215
End Dsmwe
Beam and Strap
Typical LSTA Installation
(Hanger not shown)
Bend strap one time only
Model 1, Materia Dim. Bolts Code
No ;Thickness, Rel.
Gauge t W L Oty Dia
PS218 1 2 :18 4� Y:
PS418 7 ga 4 118 4 V4 180
rPS720 � 6V. 20
1. PS strap design loads must be determined
by the Des,gner for each Installation. Bolts
are installed both perpendicular and parallel -
lo -grain. Hole diameter in the pan may be
oversized to accommodate the HOG.
Designer must determine if the oversize
creates an unacceptable installation.
—PS218 and P541
TiPS7
20—
w 0 O O O
-------------------------- �w
O O
0
Pc PS218 and PS418 2'X 1 ti'
PSno 3VV 1'n'
Typical PS720 Installation
y
fio
�1
40
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Nava Residen
51-885 Avenida M
La Quinta, C;
Project Desi
r ezY OF
BU;LAIN T
G SAFETY'D
0 Pr.
:r:f :®IVS1RUCTInn►
SAY' C/24
Report Prepared by:
Joan D. Hacker
Insu-form, Inc.
72875 Fred Waring Drive, Suite C
Palm Desert, Ca 92260
760-345-1352
Job Number:
Date:
4/19/2016
RECEIVED
MAY 0 2 2016
CITY OF LA OUINTA
COMMUNITY DEVELOPMENT
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 both the Residential and Nonresidential 2013 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC —www.energysoft.com.
I EnergyPro 6.7 by EnergySoft User Number: 2655 ID:
0
I TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF -1 R -PRF -01-E Certificate of Compliance 3
Form RMS -1 Residential Measures Summary 10
Form MF -1 R Mandatory Measures Summary 11
HVAC System Heating and Cooling Loads Summary 15
I EnergyPro 6.7 by EnergySoft Job Number: ID: User Number: 2655 1
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
ItCF1 R -PRF -01
Pagel of 7
GENERAL INFORMATION
ENERGY USE SUMMARY
01
Project Name Single Fam Detached
04
05
02
Calculation Description Title 24 Analysis
08
Energy Use (kTDV/ft2-yr)
03
Project Location 51=885 Avenida Martinez
Compliance Margin
Percent Improvement
04
City La Quinta
05
Standards Version Compliance 2015
06
Zip Code
07
Compliance Manager Version BEMCmpMgr 2013-4 (744)
08
Climate Zone CZ15
09
Software Version EnergyPro 6.6
10
Building Type Single Family
11
Front Orientation (deg/Cardinal) 90
12
Project Scope Addition and/or Alteration
13
Number of Dwelling Units 1
14
Total Cond. Floor Area (ft) 1391
15
Number of Zones 1
16
Slab Area (ft2) 1391
17
Number of Stories 1
18
Addition Cond. Floor Area 0
19
Natural Gas Available Yes
20
Addition Slab Area (ft2) 0
21
Glazing Percentage (%) I 15.1 %
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building DOES NOT require HERS Verification
03 This building incorporates one or more Special Features shown below
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744
HERS Provider:
Report Generated at: 2016-04-19 11:34:15
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
7.16
7.26
-0.10
-1.4%
Space Cooling
301.60
300.75
0.85
0.3%
IAQ Ventilation
0.00
0.00
0.00
0.0%
Water Heating
18.43
18.43
0.00
0.0%
Photovoltaic Offset
—
0.00
0.00
—
Compliance Energy Total
327.19
326.44
0.75
0.2%
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-04072016-744
HERS Provider:
Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016 Page 2 of 7
Calculation Description: Title.24 Analysis Input File Name: Nava Renovation.xml
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Window overhangs and/or fins
HERS FEATURE SUMMARY
The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building -level Verifications:
• — None —
Cooling System Verifications:
• — None —
HVAC Distribution System Verifications:
• — None —
Domestic Hot Water System Verifications:
• — None —
ENERGY DESIGN RATING
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.
Reference Energy Use Energy Design Rating Margin Percent Improvement
Total Energy (kTDV/f2-yr)* 382.92 382.17 0.75 0.2%
includes calculated Appliances and Miscellaneous Energy Use (AMEU)
BUILDING - FEATURES INFORMATION
01
02
03
04
05
06
07
Project Name
Conditioned Floor Area (ft2)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Single Fam Detached
1391
1
3
1
0
1
ZONE INFORMATION
01
02
03
04
05
06
07
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Living
Conditioned
Living Zone1
1391
9
DHW Sys 1
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
CF1 R -PRF -01
Page 3 of 7
OPAQUE SURFACES
01
02
03
04
05
06
07
08
09
10
Name
Zone
Construction
Azimuth
Orientation
Gross Area (ft)
Window & Door
Area (ft2)
Tik
(deg)
Status
Verified
Existing
Condition
Front Wall
Living
Default Wall 1978 to 1991
90
Front
950
57.996
90
Existing
No
Left Wall
Living
Default Wall 1978 to 1991
180
Left
600
20
90
Existing
No
Rear Wall
Living
Default Wall 1978 to 1991
270
Back
950
104.968
90
Existing
No
Right Wall
Living
Default Wall 1978 to 1991
0
Right
600
27.3076
90
Existing
No
Roof
Living
Default Roof 1978 to Pres
Existing
No
1391
Left Wall (Left -180)
5.0
Existing
No
ATTIC
01
02
03
04
05
06
07
08
09
10
01
02
03
04
05
06
Radiant
08
Statu
Verified Existing
Name
Construction
Type
Roof Rise
Roof Reflectance
Roof Emittance
Barrier
Cool Roof
s
Condition
Attic Living
Attic RoofLiving
Ventilated
0
0.1
0.85
No
No
Ex9 ti
No
Insect Screen (default)
Existing
No
Window 2
Front Wall (Front -90)
1.5
6.8
0.98
10.0
0.71
WINDOWS
01
02
03
04
05
06
07
08
09
10
11
Name
Surface (Orientation -Azimuth)
Width(ft)
Height (ft)
Multiplie
r
Area (ft2)
U -factor
SHGC
Exterior Shading
Status
Verified
Existing
Condition
Window
Front Wall (Front -90)
6.0
4.0
1
24.0
0.71
0.73
Insect Screen (default)
Existing
No
Window 2
Front Wall (Front -90)
1.5
6.8
0.98
10.0
0.71
0.73
Insect Screen (default)
Existing
No
Window 3
Front Wall (Front -90)
6.0
4.0
1
24.0
0.71
0.73
Insect Screen (default)
Existing
No
Window 4
Left Wall (Left -180)
5.0
4.0
1
20.0
0.71
0.73
Insect Screen (default)
Existing
No
Window 5
Rear Wall (Back -270)
5.0
5.0
1
25.0
1.19
0.83
Insect Screen (default)
Existing
No
Window 6
Rear Wall (Back -270)
6.0
6.8
0.98
40.0
1.19
0.83
Insect Screen (default)
Existing
No
Window 7
Rear Wall (Back -270)
6.0
6.8
0.98
40.0
1.19
0.83
Insect Screen (default)
Existing
No
Window 8
Right Wall (Right -0)
4.0
3.0
1
12.0
0.71
0.73
Insect Screen (default)
Existing
No
Window 9
Right Wall (Right -0)
4.9
4.0
0.781
15.3
0.45
0.38
Insect Screen (default)
New
N/A
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
CF1 R -PRF -01
Page 4 of 7
OVERHANGS AND FINS
01
02
03
04
05
06
07
08
09
Name
Zone
Total Cavity
01
02
03
04
05
06
07
08
09
10
11
12 13
14
Existing
No
• Cavity/ Frame: no insul. /2x4 Top Chrd
Overhang
2x4 Top Chord of Roof Truss @ 24
Left Fin
Roof Deck., Wood Siding/sheathing/decking
Attic RoofLiving
Right Fin
Wood Framed Ceiling
Window
Depth
Dist Up
Left
Extent
Right
Extent
FlaqHtt.
Depth
Top Up
Distl-
Bot Up
Depth
Top Up Dist R
Bot Up
Window
2
0.1
2
2
0
0
0
0
0
0 0
0
Window 2
2
0.1
2
2
Siding/sheathing/decking
0
0
0
0
0
0 0
0
Window 3
2
0.1
2
2
0
0
0
0
0
0 0
0
Window 4
2
0.1
2
2
0
0
0
0
0
0
0 0
0
Window 5
2
0.1
2
2
0
0
0
0
0
0
0 0
0
Window 6
2
0.1
2
2
0
0
0
0
0
0
0 0
0
Window 7
2
0.1
2
2
0
0
0
0
0
0
0 0
0
Window 8
2
0.1
2
2
0 1
0
0
0
0
0
0 0
0
Window 9
2
0.1
2
2
0 1
0
0 1
0
0
0
0 0
0
OPAQUE SURFACE CONSTRUCTIONS
01
02
03
04
05
06
07
08
09
Name
Zone
Total Cavity
Winter Design
Edge Insul. R -value
Construction Name
Surface Type
Construction Type
Framing
R -value
U -value
Assembly Layers
38
None
0.8
No
Existing
No
• Cavity/ Frame: no insul. /2x4 Top Chrd
2x4 Top Chord of Roof Truss @ 24
Roof Deck., Wood Siding/sheathing/decking
Attic RoofLiving
Attic Roofs
Wood Framed Ceiling
in. O.C.
none
0.644
Roofing: Light Roof (Asphalt Shingle)
• Inside Finish: Gypsum Board
• Cavity/Frame: R-11 /2x4
• Exterior Finish: Wood
Default Wall 1978 to 1991
Exterior Walls
Wood Framed Wall
2x4 @ 16 in. O.C.
R11
0.103
Siding/sheathing/decking
• Inside Finish: Gypsum Board
Ceilings (below
Cavity/Frame: R-9.1 /2x4
Default Roof 1978 to Pres
attic)
Wood Framed Ceiling
2x4 @ 16 in. O.C.
R 19
0.049
Over Floor Joists: R-9.9 insul.
SLAB FLOORS
01
02
03
04
05
06
07
08
09
Name
Zone
Area (ft2)
Perimeter
(ft)
Edge Insul. R -value
Carpeted
Fraction
Heated
Status
Verified
Existing
Condition
Slab -on -Grade
Living
1391
38
None
0.8
No
Existing
No
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744
HERS Provider:
Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50
Not Required Not Required Not Required —
CF1 R -PRF -01
Page 6 of 7
WATER HEATING SYSTEMS
01
02
03
04
05
06
07
08
Name
System Type
Distribution Type
Water Heater
Number of
Heaters
Solar
Fraction
M
Status
Verified Existing
Condition
DHW Sys 1
DHW
Standard
DHW Heater 1
1
Annual
Existing
No
WATER HEATERS
01
02
03
04
05
06
07
08
Name
Heater Element Type
Tank Type
Tank Volume
(gal)
Energy Factor or
Efficiency
Input Rating
Tank Exterior
Insulation R -value
Standby Loss
(Fraction)
DHW Heater 1
Natural Gas
Small Storage
50
0.5298 EF
40000-Btu/hr
0
0.04
WATER HEATING - HERS VERIFICATION
01
02
03
04
05
06
07
Name
Pipe Insulation
Parallel Piping
Compact Distribution
Point -of Use
Recirculation with
Manual Control
Recirculation with
Sensor Control
DHW Sys 1
n/a
n/a
n/a
n/a
n/a
n/a
SPACE CONDITIONING SYSTEMS
01
02
03
04
05
06
07
08
09
Heating System
Cooling System
Distribution
Fan
Floor Area
Verified Existing
Name
System Type
Name Ducted
Name Ducted
System
System
Served
Status
Condition
Living Zone1
Other Heating and
Heating
Yes
Cooling
Yes
Air Distribution
HVAC Fan
1391
Existing
No
Cooling System
Component 1
Component 1
System 1
1
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
HVAC - HEATING SYSTEMS
01 02 03
Name Type Efficiency
Heating Component 1 CntrlFurnace - Fuel -fired central furnace 78 AFUE
CF1 R -PRF -01
Page 6 of 7
HVAC - COOLING SYSTEMS
01
02
03 04
05
06
07
07
08
Efficiency
10
Multi -speed
Name
System Type
EER SEER
Zonally Controlled
Compressor
HERS Verification
Cooling Component 1
SplitAirCond - Split air conditioning
7-
10
12
No
No
N/A
Location
system
Status
Condition
Verification
Air Distribution
Ducts located in attic
HVAC - DISTRIBUTION SYSTEMS
01
02
03
04
05
06
07
08
09
10
Insulation
Supply Duct
Return Duct
Verified Existing
HERS
Name
Type
Duct Leakage
R -value
Location
Location
Bypass Duct
Status
Condition
Verification
Air Distribution
Ducts located in attic
Existing (not
4.2
Attic
Attic
None
Existing
No
N/A
System 1
specified)
IAQ (Indoor Air Quality) FANS
01 02 03 04 05
Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification
SFam IAQVentRpt 0 Default 0 Not Required
Registration Number: Registration Date/Time:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744
HERS Provider:
Report Generated at: 2016-04-19 11:34:15
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Project Name: Single Fam Detached Calculation Date/Time: 11:34, Tue, Apr 19, 2016
Calculation Description: Title 24 Analysis
Input File Name: Nava Renovation.xml
CF1 R -PRF -01
Page 7of7
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. 1 certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:.
Documentation Author Signature:
Joan D. Hacker
Company:
Sig Date:
Insu-form, Inc.
4/19/2016
Address:
CEA/HERS Certification Identification (If applicable):
72875 Fred Waring Drive, Suite C
City/Stat PalDesert, Ca 92260
Palm
Phone:
760-345-1352
RESPONSIBLE PERSON'S DECLARATION STATEMENT
certify the following under penalty of perjury, under the laws of the State of California:
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:
sponsible esigner Signalurei
`'l ,'`a t Win, • , ►Z.oZ
Company
ate Signed:
Address:
License:
City/State/Zip:
Phone:
Registration Number: Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-04-19 11:34:15
RESIDENTIAL MEASURES SUMMARY
RMS -1
Project Name
Nava Residence
Building Type m Single Family, ❑ Addition Alone
❑ Multi Family m Existing+ Addition/Alteration
Date
4/19/2016
Project Address
51-885 Avenida Martinez La Quinta
California Energy Climate Zone
CA Climate Zone 15
Total Cond. Floor Area
1,391
Addition
0
# of Units
1
INSULATION
Construction Type
Area
Cavity (ft) Special Features Status
Wall Wood Framed R11 2,890 Existing
Roof Wood Framed Attic R 19 1,391 Existing
Slab Unheated Slab -on -Grade - no insulation 1,391 Perim = 38' Existing
FENESTRATION I Total Area: 210 Glazing Percentage: 15.1%1 New/Altered Average U -Factor. 0.45
Orientation Area ftz U -Fac SHGC Overhang Sidefins Exterior Shades Status
Front (E) 58.0 0.710
0.73 2.0 none Bug Screen Existing
Left (S) 20.0 0.710
0.73 2.0 none Bug Screen Existing
Rear 105.0 1.190
0.83 2.0 none Bug Screen Existing
Right (N) 12.0 0.710
0.73 2.0 none Bug Screen Existing
Right (N) 15.3 0.450
0.38 2.0 none Bug Screen New
HVAC SYSTEMS
Qty. Heating Min. Eff
Cooling Min. Eff Thermostat Status
1 Central Furnace 78% AFUE
Split Air Conditioner 12.0 SEER Setback
Existing
HVAC DISTRIBUTION
Location Heating
Duct
Cooling Duct Location R -Value Status
Living Zone Ducted
Ducted Attic 4.2
Existing
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
Ene Pro6.7 by Ene Soft User Number. 2655
RunCode: 2016-0419711:35:37 ID:
Pae 10 of 15
2013 Low -Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the
ComDliance aDDroach used. Exception may aDDly. Review the respective code section fnr mnre infnrmatinn.
Building Envelope Measures:
§ 110.6(a)1:
Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§I 10.6(a)5:
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).
§ 110.7:
Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed.
§I 10.8(a):
Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R.
§ 110.8(i):
The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the
installation of a cool roof is specified on the CFIR.
§ 110.80):
A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R.
Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a
§150.0(a):
rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The
attic access shall be gasketed to prevent air leakage.
§150.0(b):
Loose fill insulation shall conform with manufacturer's installed design labeled R -value.
§150.0(c):
Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U -
factor).
§150.0(d):
Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor.
§150.0(g)l:
In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior
walls, vented attics and unvented attics with air -permeable insulation.
§ 150.0(g)2:
In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II
va or retarder.
In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of
§150.0(g)3:
the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section
150.0(d).
§150.0(1):
Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%;
have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration;
and when installed as part of a heated slab floor meets the requirements of § 110.8
150.0
§ (q)'
Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U-
factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
§150.0(e)IA:
Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(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 readily accessible, operable, and tight -fitting damper or a combustion -air control device.
§ 150.0(e)IC:
Masonry or factory -built fireplaces have a flue damper with a readily accessible control.
§150.0(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: .
§110.0-§110.3:
HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission.
§ 110.3(c)5:
Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation
valve, and recirculation loop connection requirements of §I10.3(c)5.
Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli-
§110.5:
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool
ands a heaters.
§150.0(h)l:
Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified
in § 150.0(h)2.
§ I50.0(h)3A:
Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any
dryer vent.
§ 150.0(i):
Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c).
§150.06)IA:
Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
§150.06)1B:
Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external
insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage
tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system
§150.00)2A:
regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and
all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3-
A.
§150.06)2B:
All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve
that allows for installation, removal, and replacement of the enclosed pipe and insulation.
2013 Low -Rise Residential Mandatory Measures Summary
§ 150.00)2C:
Pipe for cooling system lines shall be insulated as specified in §150.00)2A. Piping insulation for steam and hydronic heating
systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A.
§ 150.00)3:
Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For
§150.00)3A:
example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or
painted with coating that is water retardant and provides shielding from solar radiation that degrades the material.
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I
§ 150.00)3B:
or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class R vapor
retarder.
Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3
feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the
§150.0(n)l:
space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000
Btu/hr.
§ 150.0(n)2:
Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5.
§ ] 50.0(n)3:
Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC)
or by a testing agency approved by the Executive Director.
Ducts and Fans Measures:
All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0,
§603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition.
Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC
§605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed
§150.0(m)l:
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. 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.
Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints
§ 150.0(m)2:
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.
§150.0(m)3-6:
Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other
requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling.
§150.0(m)7:
All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic
dampers.
§ 150.0(m)8:
Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers
except combustion inlet and outlet air openings and elevator shaft vents.
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not
§150.0(m)9:
limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum,
sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation.
§ 150.0(m)] 0:
Flexible ducts cannot have porous inner cores.
When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be
§150.0(m)11:
sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference
Residential Appendix RA3.
Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
§150.0(m)12:
conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of
150.O(m)12.
Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the
placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The
§150.0(m)13:
space conditioning system must also demonstrate airflow> 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.
Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode,
§150.0(m)15:
an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >_ 350 CFM per ton of nominal cooling
capacity, and operating at an air -handling unit fan efficacy of:5 0.58 W/CFM as confirmed by field verification and diagnostic
testing,in accordance with Reference Residential Appendix RA3.
All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of
§ 150.0(0):
central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the
Whole Building Ventilation.
§150.0(o)IA:
Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.
Pool and Spa Heating Systems and Equipment Measures:
Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
§ 110.4(a):
Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat
settin • a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating.
2013 Low -Rise Residential Mandatory Measures Summary
§ 110.4(b)1:
Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction
and return lines, or built-up connections for future solar heating.
§ 110.4(b)2:
Outdoor pools or spas that have a heat pump or gas heater shall have a cover.
§ 110.4(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 pro-
grammed to run only during off-peak electric demand periods.
§ 110.5:
Natural gas pool and spa heaters shall not have a continuous burning pilot light.
§150.0(p):
Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements.
Lighting Measures:
§110.9:
All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9.
§150.0(k)lA:
Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE
150.0-A or TABLE 150.0-B, as applicable.
§150.0(k)1B:
When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply
with the applicable provisions of § 150.0(k).
The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with
§150.0(k)IC:
§ 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has
been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180
watts of low efficacy lighting er electrical box.
§150.0(k)ID:
Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz.
Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no
§150.0(k)IE:
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § I30.0(c). Night lights do not need to
be controlled by vacancy sensors.
§ 150.0(k)1F:
Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable
requirements of §150.0(k).
§ 150.0(k)2A:
High efficacy luminaires must be switched separately from low efficacy luminaires.
§ 150.0(k)2B:
Exhaust fans shall be switched separately from lighting systems.
§150.0(k)2C:
Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF.
§150.0(k)2D:
Controls and equipment are installed in accordance with manufacturer's instructions.
§ 150.0(k)2E:
No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k).
§150.0(k)2F:
Lighting controls comply with applicable requirements of §110.9.
An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if: it functions as a dimmer
§150.0(k)2G:
according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other
requirements in §150.0(k)2.
An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it
§ 150.0(k)2H:
functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements
of 130.5; and all other requirements in §150.0(k)2.
§ 150.0(k)2I:
A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the
functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.
§150.0(k)3A:
A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
-
Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only
§ 150.0(k)3B:
the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are
considered kitchen lighting if they are not separately switched from kitchen lighting.
§ 150.0(k)4:
Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated
cabinet.
§ 150.0(k)5:
A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom
shall be high efficacy or controlled by vacancy sensors.
§150.0(k)6:
Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and
controlled by vacancy sensors.
§150.0(k)7:
Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high
efficacy, or shall be controlled by either dimmers or vacancy sensors.
Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other
nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0
CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing
§ 150.0(k)8:
and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and
allow ballast maintenance and replacement without requiring cutting holes in the ceiling.
For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts
shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9.
For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the
same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements:
i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and
§ 150.0(k)9A:
ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a
motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically
reactivates the motion sensor within 6 hours; and
iii. Controlled by one of the followin methods:
2013 Low -Rise Residential Mandatory Measures Summary
a. Photocontrol not having an override or bypass switch that disables the photocontrol; or
b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is
programmed to automatically turn the outdoor lighting OFF during daylight hours; or
c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of
an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the
requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and,
is programmed to automatically turn the outdoor lighting OFF during daylight hours.
For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor
lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the
§150.0(k)9B:
following requirements:
i. Shall comply with §150.0(k)9A; or
ii. Shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0.
§ 150.0(k)9C:
For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D
shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0.
§ 150.0(k)9D:
Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply
with the applicable requirements in § 110.9 130.0 § 130.2 § 130.4 § 140.7 and § 141.0.
§150.0(k)10:
Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined
according to § 130.0(c).
§ 150.0(k)11:
Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for
nonresidential garages in § 110.9 § 130.0 § 130.1 § 130.4 § 140.6 and § 141.0.
In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of
§ 150.0(k)12A:
the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or
controlled by an occupant sensor.
In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20
percent of the floor area, permanently installed lighting in that building shall:
§150.0(k)12B:
i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and
ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each
space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of
ingress and egress.
Solar Ready Buildings:
Single family residences located in subdivisions with ten or more single family residences and where the application for a
§ 110.10(a)l:
tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014,
shall comply with the requirements of § 110.10 through 110.10(e).
§I10.10(a)2:
Low-rise multi -family buildings shall comply with the requirements of §I 10.10(b) through §I10.10(d).
The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a
local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than
80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for
§1 10.10(b)l:
buildings with roof areas greater than 10,000 square feet.
For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less
than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or
on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the
building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.
§ 110.10(b)2:
All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north.
§ 110.10(b)3A:
No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be
located in the solar zone.
Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice
§ 110.10(b)3B:
the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the
horizontal projection of the nearest point of the solar zone measured in the vertical plane.
§ 110.10(b)4:
For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly
indicated on the construction documents.
The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit
§ 110.10(c):
from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating
system.
§ 110.10(d):
A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c)
shall be provided to the occupant.
§ 110.10(e)l:
The main electrical service panel shall have a minimum busbar rating of 200 amps.
The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a
§ 110.10(e)2:
future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or
main circuit location, and permanently marked as "For Future Solar Electric'.
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name
Nava Residence
Date
4/19/2016
System Name
Living Zone
Floor Area
1,391
ENGINEERING CHECKS
SYSTEM LOAD
Number of Systems
1
COIL COOLING PEAK
CFM Sensible
Total Room Loads 2,331 33,332
Return Vented Lighting 0
Return Air Ducts 2,826
Return Fan 0
Ventilation 0 0
Supply Fan 0
Supply Air Ducts 2,826
TOTAL SYSTEM LOAD 1 38,985
COIL HTG.
Latent CFM
1,3021 659
0 0
1,302
PEAK
Heating System
Sensible
Output perSystem 71,000
29,375
Total Output Btuh 71,000
Output Btuh/s ft 51.0
2,087
Cooling System
0
Output perSystem 42,000
0
Total Output Btuh 42,000
0
Total Output Tons 3.5
2,087
Total Output Btuh/s ft 30.2
Total Output s ft/Ton 397.4
33,549
Air System
CFM perSystem
1,500
HVAC EQUIPMENT SELECTION
Airflow cfm
1,500
Exist 27,098
11,845
71,000
Airflow cfm/s ft
1.08
Airflow cfm/Ton
428.6
Outside Air %
0-0%
Total Adjusted System Output 27,098
(Adjusted for Peak Design conditions)
TIME OF SYSTEM PEAK
11,845 71,000
Aug 3 PM Jan 1 AM
Outside Air cfm/s ft 0.00
Note: values above given at ARI conditions
HEATING SYSTEM PSYCHROMETRICS
Airstream Temperatures at Time of Heating Peak
26 OF
Outside Air
0 cfm
69 OF
4
69 OF 113 OF 113 OF
Heating Coil Supply Fan
112 OF
1,500 cfm
ROOM
70 OF
3 4
COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak
112/78°F
Outside Air
0 cfm
80 / 68 OF
80/68°F 63/62°F 63/62°F
O
Cooling Coil Supply Fan
1,500 cfm
56.9%
65 / 62 OF
ROOM A]
78 / 67 OF
EnergyPro 6.7 by EnergySoft
User Number: 2655 RunCode: 2016-0419711:35:37 /D:
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