13-0564 (AR)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
4 •"
.J
BUILDING & SAFETY DEPARTMENT
Application Number:
13-00000564
Property Address:
79100 -VIA CORTA
APN:
649 -460 -610 -
Application description:
ADDITION - RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
9755
Applicant:
Architect or Engineer:
� lam-
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING PERMIT
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Busined Prof ssionals C d my License is in full force and effect.
ss
License Class: B L ense o.: 792381
i
/Date? 8 Contractor.
OWNER -B ILDER DECLARAT
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 ($500).: '
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, acid
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.). '
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct 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(sl licensed
yutsuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
1 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 Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
/ FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/18/13
Owner:
OLSON
79100 VIA CORTA
LA QUINTA, CA 92253 i*F�l
(760)771-4289JUL L 2013
F)
Contractor: I vF1NUFLAQU1� A
RISEN CONSTRUCTION NCE
82775 CHARLESTOWN AVENUE
INDIO, CA 92201
(760)347-6399
Lic. No.: 792381.
-----------------------------------------------
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.
ave 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:
Carrier GRANITE STATE Policy Number WC6395642
_ 1 certify 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 shout�ecome subject tojlaelverk rs' compensation pr visions of Section
3700 of the Labor Cod.
od {I shall f t 'fft comply w' ti�those provision
Date: Applicant:
WARNING: FAILURE TO SECURE W KERS' COMPEN ATION COVERAGE I NLAWFUL, 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 Director of Building and Safety 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 nstruction and ereb horize represe atives
of this co ty t enter upon the above-mentioned property f inspect;. pur s
Date. j� Signature (Applicant or Agent):
Application Number . . . . . 13-00000564
Structure Information 151SF PATIO CONY/VB/RES-3/CL-A [ENG]
Other struct,info .'. . . . CODE EDITION 2010
FLOOD ZONE NO
1ST FLOOR SQUARE FOOTAGE
151.00
Permit* . . . BUILDING PERMIT
Additional de'sc
Permit Fee 117.00 Plan Check Feel.,
76.05
Issue Date Valuation . .
9755
Expiration Date 1/14/14
Qty. Unit Charge Per
Extension
BASE FEE
45.00
8.00 9.0000 THOU BLDG 2,001-25,000
72.00
Permit. . ELECT - ADD/ALT/REM-
DD/ALT/REM"Additional
Additionaldesc
Permit Fee 20.29 Plan Check Fee
5.07
Issue Date . . . . Valuation . . . .
0
Expiration Date 1/14/14
Qty Unit Charge Per
Extension
BASE FEE
15.00
151.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY
------------------------------------•----------------------------------------
5.29
Permit MECHANICAL
Additional desc .
Permit Fee' 19.50 Plan Check Fee
4.88
Issue Date . . . . Valuation . . . .
0
Expiration Date 1/14/14
Qty Unit Charge Per
Extension
BASE FEE
15.00
1.00 4.5000 EA MECH VENT INST/ DUCT ALT
4.50
-------
Special Notes and Comments
151SF PATIO CONVERSION TO EXTEND FAMILY
ROOM/VB/RES-3/CLASS A -FR [ENGINEERED]
THIS PERMIT DOES NOT INCLUDE PLUMBING
ALTERATIONS OR INSTALLATIOD72. 3010
CALIFORNIA BUILDING CODES.
May 28, 2013 8:50:56 AM AORTEGA .
-
Other Fees, BLDG STDS.ADMIN (SB1473)
1.00
• �� -moi
- .. .
Application Number
13-00000564
------------------------
Other Fees
-----------
. . . .
---------------- - - - ---
ENERGY REVIEW FEE
7.61,
STRONG MOTION (SMI) - RES
.98
' Fee summary
Charged
Paid Credited
Due
-----------------
Permit Fee Total,
------ .
156.79,
.00 .00
156.79
Plan Check Total
86.'00.
.00 .00
86.00
Other Fee Total
9.59
.00 .00
9.59
Grand Total
252.38
00 ,. 00
252.38
LQPERMIT
Bin #
City of La Quints
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: ! (fo
Owner's Name:
A. P. Number:
Address:
Legal Description: L¢ (So t" -T -A C17-- ?2�05-3
Contractor: S ,rl . ��
City, ST, Zip:Z14- E 6�
2Z ,7
Telephone •- 42 97
Address: �Z -Cky4r-
1=6 CAjProject
Description:
City, ST, Zip: `^ Z Z0 2
h
Telephone 766 .6� qCt
— (:ire
State Lic. # : City Lic. #:
�^
Arch., Engr< Designer:
Address: 161(09
City, ST, Zip: ?2307_
Telephone• ?6% 5 og _ G
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: #Stories: # Units:
Name of Contact Person: at,
Telephone # of Contact Person: , !V9- , -o
Estimated Value of Project: Q OOG)
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACMG . I
PERMIT FEES
Plan Sets
Plan Check submitted !
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cafes.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2"' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for correctio 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
25-L
5R?om, —
xxlSr2 6q av-455
R50W To 1 sbu� k1 — Sc.�loe�
�►i'p1?,il�seo�e. IPDA -RE
Date
7/18/13
No.
31732
Owner
Olsen
Address
79100 Via Corta
City
La Quinta Zip
Tract #
Type
Residential Addition
Lot # No. Street
Unit 1 79100 Via Corta
Unit 2
Unit 3
Unit 4
Unit 5
Comments Patio Conversion
CERTIFICATE OF COMPLIANCE
Desert Sands Unified School District
47950 Dune Palms Road
La Quinta, CA 92253
(760) 771-8515
APN #
Jurisdiction
Permit #
No. of Units
S.F. Lot # No
151 Unit 6
Unit 7
Unit 8
Unit 9
Unit 10
4�1:EDS,C
Q BERMUDA DUNES r
C/] RANCHO MIRAGE tj
c� INDIAN WELLS
PALM DESERT y
t}� LA QUINTA .�.
�INDIO
m
602-1.10-010
La Qu nta
1
Street S.F.
IRECEIVEp
JUL 182013
CITY OF
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered pathos/� s r� � -Mons.�u.,nder
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or re i bile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the fo lowing reason:
Residential Addition 500 Sq Feet or Less
EXEMPT
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $0.00 X 151 S.F. or $0.00 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By Exempt - Siji Fernandez Check No.
Bank Name/Recipient of Certificate Telephone 760485-5750
Funding Exempt
By Dr. Gary Rutherford
Superintendent
Fee collected /exem a by Sh n Mc i rey Payment Recd-
Over/Under,
Signature
1
NOTICE: Pursuant to Government Code Section 66020(d)(1), this till serve to notify you that the 90 -day approval period in which you may protest the fees
or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on
which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID without embossed seal!
Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy -Accounting
RANCHO LA QUINTA
March 28, 2013-
Mr.
013
Mr. and Mrs. Allan Olson
79-100 Via Corta
La Quinta, CA 92253
Re: 79-100 Via Corta
MASTER ASSOCIATION
Architectural Control Committee
Approval of Submission
The Architectural Committee reviewed your submission for extending the wall of your family
room and kitchen; also to paint the residence, Dunn -Edwards —Travertine. The submission as
presented is approved upon condition of. -
The Committee requires the following:
• All work is to be done in accordance with all applicable requirements of governmental
entities, including the City of La Quinta and in accordance with all Homeowners
Association architectural guidelines,and governing documents.
• A City of La Quinta building permit must be obtained and copy furnished to the
Association prior to commencement of work.
• No materials may be stacked in the street and no access from the Golf course for the
project
.
When the work has been finished, please return "Notice of Completion" to the
Association Office. The Association's architectural consultant will perform a final
inspection after receipt of such notice; when verification of the approved plan
modifications have been concluded, your Security Deposit will be processed for refund.
Thanking you in advance and if any questions please do not hesitate to call me at the on-site
office 777.8807.
Sincerely
Cii�a7p CCAM°
Association General Manager
760-777-8807 fax 760-777-8961
mwalker@drminternet.com
www.rlgma.com
cc: Architectural Comm.
RECEIVED
MAY 012013
QTY OF LA QUINTA
COMMUNITY DEVELOPMENT
P.O. BOX 6419 o LA QUINTA, CA 92248-6419 • 760-777-8807 • FAX 760-777-8961
EsGil Corporation
In Partnership with Government for Buiffing Safety
DATE: May 20, 2013
JURISDICTION: La Quinta
PLAN CHECK NO.: 13-564
PROJECT ADDRESS: 79-100 Via Corta
PROJECT NAME: Olson Residence Remodel
SET: I
❑ APPLICANT
-F,ir JURIS.
❑ PLAN REVIEWER
❑ FILE
® The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
❑ The plans transmitted herewith will substantially comply with the jurisdiction's
codes when minor deficiencies identified below are resolved and checked by building
department staff.
❑ The plans transmitted herewith have significant deficiencies identified on :he enclosed check list
and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® EsGil Corporation staff did not advise the applicant that the plan check has been completed.
❑ EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Email:
Mail Telephone Fax In Person
❑ REMARKS:
By: Kurt Culver
EsGil Corporation
❑ GA ❑ EJ ❑ PC 5/10/13
Enclosures:
Fax #:
9320 Chesapeake Drive, Suite 208,•♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax(858)560-15 76
Prescriptive Certificate of Compliance: CF -111 ADD
Residential Additions Pae 1 of 5
Site Address:
79-100 Via Corta, La Quinta CA 92253
Enforcement Agency:
Date:
April 15, 2013
A
B
C
General Information
Pro ect Name
Mon 151 s.f. Addition
Climate Zone #
15
# of Stories
1
Building Type[@ Single Family ❑ Multi Family
Circle the Front Orientation: N, E, S, W or Degrees South
Conditioned Floor Area of Addition
(CFA): 151
New Addition Size: OLess than or equal to 100 (BLess than or equal to 1000 ftZ
1 (Do not use this orm or additions greater than 1000
NOTE. For Alterations to an existing home, submit a cwmplded CF -IR -ALT Forme
Exception: Exisliqg HVAC ems that are repLaced or altered to serve the addition maybe induded on the CF -1R ADD Form
PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS
For standard wood and assemblies meeting the Cavity R -value 2&.
• For 100 ftZ additions; the Proposed values must be equal or greater than the Standard column or when indicated when using Package D.
"Pkg D ". Enter values in the shaded Proposed Columns.
• For less than 1.000 f?Z additions must comply with Pkg D- requirements unless indicated in the Standard Column. To meet Pkg D" minimum
energy compliance rei ruirements. see RCM AppendirB. Table 151-C or 152(6) in the RCDL Enter values in the shaded Proposed Columns.
Size of Addition
100 lilt or less
Less than 1,000 ftZ
Component
Standard Proposed Comment
Standard Proposed
Comment
Ceiling Insulation
R 19 Minimum
Pkg D R-38
Table 151-C
Wall Insulation
R 13 Minimum
R-13 R19
Minimum
Floor Insulation
R-13 Minimum
Pkg D N/A
Table 151-C
Fenestration
U -U-
factor SHGC factor SHGC
0.40 Pkg D Enter
F-- tralion
50 f fe Proposed
— Areas"
P c t of 5
U-
factor
U-
SHGC factor
; SHGC
Enter Values From
"Fenestration
Proposed Areas"
Page 2ofs
0.40
Pkg D 0.40
0.40
Maximum Glazing
Area
Addition Alone' 7 fe
22 `
Faster Values From
"Addition Allowed
Fenestration Areas"
Page 3 of 5
For West-Faringfty
Orientation 7.6
Radiant Barrier
N/A
Pkg D Table 151-0
Roofing
N/A See Roofing Products Below
Pkg D See Roofing Products Below
OPAQUE SURFACE DETAILS For the furred portioned
of Mass Walls see F
Strig
Construction Table below.
A
B
C
D
E F
G
H
I
J
Pro
Standard
Values From JA4 Table
Tag/
IDI
Assembly Name
or Type '
Framing
Material
and Size'
Thickness,
Spacing,
or Othe?
U- JA4 Table
factor° Numbe?
Framed
Cavity
R value6
Continuous
Insulation
R -Value'
JA4
Assembly
Cell Value$
Proposed
Assembl
U -factor
Roof
Existing Truss
24'
.025 42.1
38
0
A
.025
Wall
Waodr2t6
tfi
074 4.3 t
t9
0
A
074
AP
0VFn
Note: For furred assemblies, accounting for Continuous lwdalion R value, s Page J
Furrin Construction table below. EOR
n - . For ca o- alr furred
is use the Mass and
R E E INE® DATE 16 2* ?O11j BY
MAY 0 1 Z i ►3
Registration Number: Registration Date17-ime: KERS Provider:
2008 Residr1 WOW March 2010
COMMUNITY DEVELOPMENT 4
Prescriptive Certificate of Compliance: CF -1R ADD
Residential Additions (Page 2 of 5
Site Address:
79-100 Via Corta, La Quinta CA 92253
Enforcement Agency -
Date:
April 15, 2013
M
Proposed Properties of Masonry and Concrete
Added Interior or Exterior Insulation
1. For Tag/ID indicate the identification name that matches the building plans.
2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors. Slabs, Crawl Space, Doors and etc ... Indicate in column G the Frame material
and Size: For Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or etc... see JA4 for other possible frame type assemblies.
3. Enter the thickness for mass in inches or Spacing between framing members enter, 16 or 14 "OC; or Other for all other assembly description
such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel, and etc....
4. Based on the Climate Zone, enter the equivalent U factor found in JA4 Table based on the R -Value from Table 151-C
5. Enter the Table number that closely resembles the proposed assembly.
6. Enter the R -value that is being installed in the wall cavity or between the framing; otherwise. enter "0 ".
7. Enter the Continuous Insulation R -value for the proposed assembly. otherwise. enter "0 ".
8. Enter the row and column of the U factor value based on Cohmm F Table Number and enter the Assembly U factor in Column J.
9. The Proposed Assembly U factor, Column J, must be equal to or less than the Standard U factor in Column E to comply.
FURRING STRIPS CONSTRUCTION TABLE
FOR MASS WALLS ONLY
A I B I C I D I E
F I G I H I I I J I K
L
M
Proposed Properties of Masonry and Concrete
Added Interior or Exterior Insulation
.040 Default
Glass Door North
Walls From Reference
in Furring Space from Reference
0.40 Default
Joint A ppendix Table 4.3.5 43.6 43.7
Joint Avvendix Table 43.13
�
g
�
Mass
Assemblyw
Name or JA4 Table
Total
220
S10
F
F
'"
m
Final
Assembly'
Q
Id
Thickness
T Number'
d
$
d >
U -factor
Comment
N/A
__
r
-
NlA
1. Indicate the Mass Thickness from Reference Joint Appendix JA.
2. Indicate the Assembly Name or type: Roof/Ceiling. Walls, Floors, Slabs Crawl Space, Doors and etc ...Indicate the Frame type and Size: For
Wood. Metal, Metal Buildings, Mass, enter 2x4. 2x6. or etc... see JA4 for other possible frame type assemblies.
3. Enter the Table number that closely resembles the proposed assembly.
4. Enter the row and column of the U factor value.
5. Enter the Effective R -value listed in the JA4 Table Number.
6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L.
7. Insert the Final Assembly U- actor value back on to the Opaque Surface Details table in Column J.
FENESTRATION PROPOSED AREAS
Orientation
Fenestration Type and Frame (North, East,
(window, Glass Door or skylight) South, west)
pro
(fe)
Maximum
U-factor2-1
Maximum NFRC or
SHGCI'3.4 Default Values
Window North
40
0.40
.040 Default
Glass Door North
180
0.40
0.40 Default
Total
220
1. Fenestration area is the area of total glazed product (i.e. glass plus frame). Exception: When a door is less than 50'9 glass, the fenestration
area may be the glass area plus a "2 inch frame " around the glass.
2. Enter value from Component Package D Requirements in Table 151-C.
3. Actual fenestration products installed and as indicated in CF -6R ENV Form shall be equivalent to or have a lower U factor and/or a lower
SHGC value than that specified on the Fenestration Proposed Area table above.
4. Submit a completed WS -3R Form if a reduced SHGC is calculated with exterior shading.
5. If applicable at this stage enter ' NTRC" or NFRC Certified windows or CEC De cult " values found in Table 116-A or B.
Registration Number: Registration Date/Time: HERS Provider:
2008 Residential Compliance Forms
March 2010
Prescriptive Certificate of Compliance: CF -1R ADD
Residential Additions Pae 3 of 5
Site Address: Enforcement Agency: Date:
79-100 Via Corta, La Quinta CA 92253 April 15, 2013
ADDITION ALLOWED FENESTRATION AREAS
Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If anyone of the boxes are
A
B
C
D
E
F
CFA of
Addition
Allowed %
Allowed Area
Area 2
Removed
Maximum
Allowed Area
Proposed Areas
Product
ftz
of CFA
(A x B)
f
(C +D)
< 51b/f5lb1fe
e:!
(Table Above)
Total Fenestration Area3
151
0.20
30.2
197.5
227.7
>
220
West Fenestration Area 1,4151
0.05
7.6
T.6
>_
❑
(Required In CZ's 2,4 & 7 -15)
❑
�❑qa
U
1
1. West Fenestration Area includes west -sloping skylights and any skylights with a pitch less than 1:12.
2. Glass removed to make way for the addition.
3. For additions less than 1, 000JV the standards allows glazing removed during the remodel to be added to the glazing area allowance. The
maximum allowed glazing area for the addition is the CFA x 20.1 + glass removed to make way for the addition.
4. In climate zones 2, 4, 7-15, no more than 5% of the CFA is allowed for west facing glazing plus west facing glass area removed to make way
for the addition. The maximum allowed west facing glazing area is the CFA x 5% + west facing glass removed to make way for the addition.
5. To meet compliance. the Proposed Area must be less than or equal to the Total Allowed Area or BOTH the Total and West Fenestration Areas.
ROOFING PRODUCTS (COOL ROOFS) §151f012
Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof' requirements. Note: If anyone of the boxes are
checked below, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products in §118(i) are not applicable. Do not fill
table below.
Roofing compliance Not Required in Climate Zones 1-12,14, and 16 with a Low -Sloped Less or 2:12 pitch.
❑ Roofing compliance Not Required in Climate Zones I through 9 and 16 with a Steep -Sloped. Roofs pitch greater than 2:12 and product weight
less than alb/ft2.
Roofing area covered by building integrated; photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria
Roof constructions that have thermal mass over the roof membrane with at least 25 lb/f2 is exempt from the above Cool Roof criteria.
Note: If no CRRC-1 label is available, this compliance method cannot be used, use the Performance Approach to show compliance, otherwise, check
e applicable box below if Exempt from the Roofing Products "Cool Roof" Requirement:
Roof Slope
Product Weight
Product
Aged Solar
Thal
CRRC Product ID Number
< 2:12 > 2:12
< 51b/f5lb1fe
e:!
T Z
Reflectance -'4
Emittance
SRIS
1
❑
❑
❑
❑
N/A ( Existing Root)
❑
❑
❑
❑
�❑qa
U
1
❑
❑
❑
❑
❑4
❑
❑
❑
❑
❑4
1
❑
❑
❑
❑
Cr
1
❑
D
❑
❑
Er
1. The CRRC Product ID Number can he obtained from the Cool Roof Rating Council 's Rated Product Directory at
www. cool roots. org/products/search. phn.
2. Indicate the type of product is being used for the roof top. i.e single ply roof, asphalt roof, metal roof, etc.
3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the
same directory and use the equation (0.2+0 7(p;*;rd — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance.
4. Check box if the Aged Reflectance is a calculated value using the equation above.
5. Calculate the SRI value by using the SRI Worksheet at hyp://www.0
ffaca.gov/title24/and erder the resulting value in the SRI Column above
and attach acopy of the SRI- Worksheet to the CF -IR.
To apply Liquid Feld Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage
recommended by the coatings manufacturer and meet minimum performance requirements listed in §I 18(i)4. Select the applicable coating:
❑ Aluminum -Pigmented Asphalt Roof Coating
❑ Cement -Based Roof Coating
❑Other
Registration Number: Registration DatelTime: HERS Provider:
2008 Residential Compliance Forms
March 2010
Prescriptive Certificate of Compliance: CF -1R ADD
Residential Additions (Page 4 of 5
Site Address: 79.100 Via Corta, La Quinta CA 92253 Enforcement Agency: Date: April 15, 2013
HVAC SYSTEMS - HEATING
List water heaters and boilers for both domestic hot water (DHW) heaters and hydropic space heating. Individual dwelling DHW heaters must be
storage gas or propane fired, non -recirculating, and may not exceed 50 gallons. If no natural gas is connected to tae building, an electric storage
Duct or
kitchen(s) and on all underground hot water i es is required in all component packa in all climate zones.
Configuration
[]YES JRN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table I19 -A of the standards.
Minimum Distribution Piping
[]YES : I'MNO
(Central, Split,
Heating Equipment
Efficiency Type and Insulation
Thermostat
Space, Package or
Type and Capacity',"
AFUE or HSPF Location' R -Value
Type
H dronic
Existing
Existing Ducts in R-8.0 any
Setback
Split
N/A
attic new duct
Location
11 -Value,
1. Indicate Heating Type (Central Furnace, Wall Furnace, Heat pump, Boiler, Electric Resistance, etc)
2. Electric resistance heating is allowed only in Component Package C, or except where electric heating is supplemental (i.e.. if total capacity
< 2 KW or 7,000 Btu/hr electric heating is controlled by a time -limiting device not exceeding 30 minutes). See §157(b)3 exception.
3. Refer to the HERS Verification section on Pages 3 and 4 of the CF -IR -ADD Form for additional requirements and check applicable boxes.
4. Indicate Type or Location(Ducts. H dronic in Floor. Radiators, etc.
HVAC SYSTEMS - COOLING
List water heaters and boilers for both domestic hot water (DHW) heaters and hydropic space heating. Individual dwelling DHW heaters must be
storage gas or propane fired, non -recirculating, and may not exceed 50 gallons. If no natural gas is connected to tae building, an electric storage
DHW heater less than 50 gallons with an energy factor greater than 0.90 maybe used. Hot water pipe insulation fisom the DHW heater to the
kitchen(s) and on all underground hot water i es is required in all component packa in all climate zones.
Heated Slab Insulation
[]YES JRN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table I19 -A of the standards.
Raised Slab Insulation
[]YES : I'MNO
Configuration
Cooling Equipment
Minimum
Distribution
Duct or Piping
Tank
C )
(Central, Split,
Type and Capacity 1,2
Efficiency
Type and
Insulation
Thermostat
Space, Package or
N/A
SEER/EER or COP
Location
11 -Value,
Type
H dronic
Existing
Existing
Ducts in
R-8.0 any
Setback
Split
attic
new duct
1. Indicate Cooling Type (A/C, Heat pump, Evap. Cooling, etc).
2. Refer to the HERS Verification section on Pages 3 and 4 of the CF -IR -ADD Form for additional requirements and check applicable boxes.
3. Indicate Type or Location (Ducts. H dronic in Floor. Radiators, etc.
WATER HEATING
List water heaters and boilers for both domestic hot water (DHW) heaters and hydropic space heating. Individual dwelling DHW heaters must be
storage gas or propane fired, non -recirculating, and may not exceed 50 gallons. If no natural gas is connected to tae building, an electric storage
DHW heater less than 50 gallons with an energy factor greater than 0.90 maybe used. Hot water pipe insulation fisom the DHW heater to the
kitchen(s) and on all underground hot water i es is required in all component packa in all climate zones.
Heated Slab Insulation
[]YES JRN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table I19 -A of the standards.
Raised Slab Insulation
[]YES : I'MNO
External Tank
Water Heater Type/Fuel
Typel
Distribution Type
(Standard, Recirculating)
Number In
System
Tank
C )
Energy Factor or
Thermal'Efficien
Insulation
R -Value'
N/A
N/A
1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.)
2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of§150(n). The Prescriptive requirements do
not allow the installation of a recirculating water heating system for single dwelling units.
3. The water heating tank andpipes shall be insulated to meet the requirements o 150. .
SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These
items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be
specified within the plans.
Radiant Barrier (Roof)
x ES [rIN0711egnited in Climate Zones 2, 4, and 8-15 for additions larger than 100 Sa.
Slab Edge (Perimeter) Insulation
YES I x NO I In Climate Zone 16 under Component Package D, R-7 insulation is required.
Heated Slab Insulation
[]YES JRN0 I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table I19 -A of the standards.
Raised Slab Insulation
[]YES : I'MNO
In Climate Zones 1, 2, 11, 13, 14 & l6 R-8 insulation is required, and in Climate Zones 12 & 15 R4 insulation is required
under Component Package D.
Thermal Mass - To obtain Compliance Credit for the installation of thermal mass, use the Performance Approad'h.
Registration Number.
2008 Residential Compliance Forms
Registration Date/1-ime: HERS Provider:
March 2010
{l
Prescriptive Certificate of Compliance: CF -1R ADD
Residential Additions (Page 5 of 5
Site Address: 79-100 Via Corta, La Quinta CA 92253 Enforcement Agency: Date: April 15, 2013
HERS VERIFICATION SUAUdARY - The enforcement agency should pay special attention to the HERS Measures specified in this
checklist below. A completed and signed CFAR Form for all the measures specified shall be submitted to the building inspector before final
inspection.
Duct Sealing & Testin
HERS verification is requiredfor this measure.
[]YES
. x❑NO
In all Climate Zones, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the addition
alone, the ducts are to be sealed and tested per §151(f)10.
In Climate Zones 2 and 9-16, if more than 40 linear feet of new or replacement ducts are installed in unconditioned
AYES
B4
space to serve the addition, the ducts are to be sealed and tested per §152(b)1D. ❑ EXCEPTION: Existing duct systems
that are extended, which are constructed, insulated or sealed with asbestos.
In Climate Zones 2 and 9-16, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor
condensing unit of a split system, cooling or heating coil, or the fumace heat exchanger) and will serve the addition, the ducts
are to be sealed and tested per § 152(b)IE.
[]YES
QNO
❑ EXCEPTION: Duct systems that are documented to have been previously sealed confirmed through HERS
verification in accordance with procedures in Bre Reference Residential Appendix RA3.
❑ EXCEPTION: Duct systems with less than 40 linear feet in unconditioned space.
EXCEPTION: Existing duct systems constructed, insulated or sealed with asbestos.
Refri erant Charge - Split System HERS verification is re uired for this measure.
OYES
&0
In Climate Zones 2 and 8-15, if a newly ducted split A/C or heat pump is installed to serve the addition alone, a refrigerant
charge measurement shall be verified per § 151(B7A.
DYES
In Climate Zones 2 and 8-15, if the existing HVAC equipment is replaced (including replacement of the air handler, outdoor
BTO
condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger) and will serve the addition, a
refii erant charge measurement shall be verified per § 152(b)1F.
Central
Fan Integrated
Ventilation System — Airflow and Fan Watt Draw - do not apply for additions 1,000 W or less.
Ducted Wit S stems - Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERSverification is required.
❑YES
�O
In Climate Zones 10 through 15, if a new space -conditioning system (HVAC equipment and ducting) is installed to serve the
addition alone, the airflow and fan watt draw shall be verified per § 151(f)7B.
❑YES
gPp
In Climate Zones 10 through 15, if the existing space -conditioning system (HVAC equipment and ducting) is replaced and
IJ
will serve the addition, the airflow and fan watt draw shall be verified per § I52(b)1F.
Documentation Author's Declaration Statement
. I certify that this Certificate of Compliance documentation is ac rate d c e.
Name: David Elliott I
Signature:
Company: David Elliott Energy Services
Date:April 15, 2013
Address:If
9013 SVL Box
Applicable aEA or EPE
(Certification #): Q0 - 0 -Z
City/state/Zip: Victorville CA 92395
Phone. 760-243-3883
Responsible Building Designer's Declaration Statement
• I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on
this Certificate of Compliance.
• I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform
to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations.
• The building design features identified on this Certificate of Compliance are consistent with the informationvided document this
building design on the other applicable compliance forms, worksheets, calculations, plans and spe ifications biitto the enforcement
agency for approval with this building permit application.
Name: Paul Nelson
Si
Company: Nelson Designs
t�: pril 15, 20
Address: 16169 Siskiyou Ct.
License:
City/State/Zip: Apple Valley CA
Phone: 760-508-3400
For assistance or questions regarding the Energy Standards, contact the Energy Hotline at. 1-800-772-3300.
Registration Number: Registration Datel7hme: HERS Provider:
2008 Residential Compliance Forms
March 2010
Mandatory Measures Summa MF -1R
Residential Pae 1 of 3
Site Address: Enforcement Agency: Date:
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed,
regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1R,
CF -JR -ADD, or CF -IR ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures
Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum
component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all
applicable sections of the MF- IR Form with plans.
DESCRIPTION
Building Envelope Measures:
116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
§116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient
SHGC , and infiltration that meets the requirements of 10-111 a
§117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed.
§118(a): Insulation specified or installed meets Standards for insulating Material. Indicate type and include on CF -6R Form.
§118(i): The thermal emittance and solar reflectance values of the owl roofing material meets the requirements of §118(i) when the installation of
a Cool Roof is specified on the CF -1R Form.
*§150(a): Minimum R-19 insulation in wood-fisme ceiling or equivalent U -factor.
§150(b): Loose fill insulation shall conform with manufacturer s instated design labeled R Value.
"§150(c): Minimum R-13 insulation in wood -frame wall or ivalentU-factor.
*§150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor.
§150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on die CF -1R Form.
§ 150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16.
§150(1): Water absorption rate for slab edge insulation materiat alone without facings is no greater than 0.30/y water vapor permeance rate is no
greater than 2.0 inch and shall be protected from physical damage and W light deterioration.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
§ 150(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
§150(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped
with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device.
§ 150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the
building, are prohibited.
Space Conditioning, Water Beating and Plumbing System Measures:
§ 110-§ 113: HVAC equipment water heaters, showerheads, fancets and all other regulated appliances are certified by the Energy Commission.
§113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve,
backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5.
§115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an
electrical supply voltage connection with pilot lights that consume less than 150 BhAr are exem t and pool and spa heaters.
§150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or RCCA.
§150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c),
§ 1506 )1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
§1500)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12
extemal insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank.
§1506)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections
of hot water pipes are insulated per Standards Table 150-13.
§1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank
shall be insulated to Table 150-B and Equation 150-A.
§1506)2: Pipe insulation for steam hydropic heating systems or hot water systems>15 psi, meets the requirements of Standards Table 123-A.
§1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space.
2008 Residential Compliance Forms August 2009
Mandatory Measures Summa MF -1R
Residential (Page 2 of 3
Site Address: Enforcement Agency: Date:
§1506)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. 771
Ducts and Fans Measures:
§ 150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602,
603, 604, 605 and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R4.2 or
enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable
requirements of UL 181, UL 181A, or UL 18 IB or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to
seal openings than 1/4 inch, the combination of mastic and either mesh or tape shall be used
§ 150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal,
duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts.
Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts.
§ 150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape
is used in combination with mastic and draw bands.
§ 150(m)7: Exhaust fan systems have back draft or automatic dam
§ 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.
§ I50(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam
insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that
can cause degradation of the material.
§ 150(m)10: Flexible ducts cannot have porous inner cores.
§150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in
Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in
Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures:
§ 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations;
an on-off switch mounted outside of the heater, a permanent weatherproof plate or card with operating instructions; and shall not use
electric resistance heating ors pilot light,
§ 114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return
lines, or built-up connections for future solar heating
§ 114(b)2: Outdoor Mols or spas that :have a heat pump or gas heater shall have a cover.
§ 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or
programmed to ran only during off-peak electric demand period&
§150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p).
Residential Lighting Measures:
§150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in
Table 150-C and is not a low efficacy luminaire as specified by § IS
§150(k)3: The wattage of permanently installed luminaires shail be determined as specified by §130(d).
§150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an outpA fieguency no less than 20 kHz.
§150(k)5: Permanently installed night lights and night lights integral to a permanently installed hrminaire or exhaust fan shall contain only high
efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or tine -voltage
lamp holder, OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium
screw -base socket.
§150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k).
§150(k)7: All switching devices and controls shall meet the requirements of §150(k)7.
§150(k)8: A minimum of 50 percent of the total rated wattage of permaneninstalled lighting in kitchens shall be high efficacy.
EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 fe or 100 watts for dwelling units larger than 2,500 fe may be exempt
from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant
sensor, dimmer, energy management system (FMCS), or a multi -scene programmable control system; and all permanently installed
luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a
manual -on occupant sensor.
§150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 waits of power per linear foot of illuminated
cabinet.
§150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high
efficacy.
2008 Residential Compliance Forms August 2009
Mandatory Measures Summa MF -1R
Residential (Page 3 of 3
Site Address: Enforcement Agency: Date:
EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on
occupant sensor certified to comply with the applicable requirements of §119.
EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a
manual -on occupant sensor.
§150(k)ll: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility
rooms shall be high efficacy Iuimmaires.
EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch
that complies with the applicable requirements of §119, or by a manual -on occupant sensor that complies with the
applicable requirements of §119.
EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply
with §150(k)11.
§150(k)12: Luminaires recessed into insulated ceilings shall be listed for aero clearance insulation contact (IC) by Underwriters Laboratories or
other nationally recognized testingtrating laboratory-, and have a label that certifies the lumiunaire is airtight with air leakage less then
2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing
and ceiling.
§150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling
units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot
shall be high efficacy.
EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual
on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the
following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an
astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an
energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be
always on
EXCEPTION 2: Outdoor luminaires used to comply with Exception I to § I50(k)13 may be controlled by a temporary override switch
which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six
hours.
EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of
the California Electric Code need not be high efficacy luminaires.
§150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five
watts of power as determined according to §130(d).
§ 150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in
Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of
Sections 130, 131, 134, and 146
§ 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units
shall be high efficacy luminaires.
EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s)
certified to comply with the applicable requirements of § 119.
2008 Residential Compliance Forms August 2009
/'
Merrell hnson
COMPANIES
Page 1 of 2-6
Structural Calculations
Job No. 2575-53
Project: Olson Residence Addition
CITY Or LA QUINTA
i BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Site Location: 79-100 Via Corta
La Qu i nta, CA 92253 DATE ISOM BY_(k___
O,pFESS/pN
Client: Nelson Designs �Q1) E. cq V11
16169 Siskiyou Court S �
Apple Valley, CA 92307 W 73156 /�
(760) 508-3400 jo
* Expires 12/31/
Prepared By: Michael E. Casady
RCE 73156 Exp. 12/31/14
The engineers' professional responsibility is limited to the work contained in these calculations and the engineer
assumes no responsibility for inspection to ensure construction is in accordance with these calculations. The
contractor shall prepare the foundation -soils to provide a soil bearing capacity per the specification page of these
calculations. If a soils report is required or provided, all recommendations of the soils report shall be followed.
These calculations and specification shall be attached to and made a part of the project dans. It is the intent of
these calculations that all work whether included in these calculations or not specifically included shall be done in
accordance with the 2010 California Building Code. If any differences between these ca.culations and actual
construction is found these shall be brought to the engineers' attention.
MAY 01 2013
CJTY OF LA QUINTA
COMMUNITY DEVELOPM,�NT
22221 US Hig way 18 - Apple Valley, CA 92307 - (760) 240-8000 • Fax (760) 240-1400
128 E. Fredricks St. - Barstow, CA 92311 - (760) 256-2068 • Fax (760) 256-0418 4f
Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Table of Contents
Date: 4/12/2013 Page of
MC
Project Name: Olson ResiJence Addition
Job: 2575-53 Nelson Designs
Specifications.....................................................
Page
Design Loads .....................................................
Pages
Vertical Analysis
Layout Sheet ..................................................
Page
Beam & Post Calculations .................................
Pages
Design of Studs ............:..................................
Page
Continuous Footing Design ..............................
Page
Lateral Analysis
Shear Layout and Loads ...................................
Pages
Shear Calculations ..........................................
Pages
Horizontal Diaphragm Calculations ...................
Page
Grade Beam Calculations ...................................
Pages
3
4 Through 6
7
8 Through 11
12
13
14 Through 16
17 Through 23
24
25 Through 26
Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Date: 4/12/2013 Page 3
MC
Project Name: Olson Reside -ice Addition
Job: 2575-53 Nelson Desians
Specifications
Code: CBC 2010 edition (California Building Code)
Seismic Category: D
Wind: Basic Wind Speed 85 mph, Exposure C
Soil: Allowable Soil Pressures, Bearing 1500 psf
Passive 150 psf
Active 35 psf
Friction 0.3
Lumber: Douglas fir -larch, Grades as noted in calculations.
Concrete: Slabs and footings (Residential), F'c = 2500 psi @ 28 Days
Slabs and footings (Commercial), F'c = 3000 psi @ 28 Days
Retaining walls and Beams, F'c = 3000 psi @ 28 Days
Reinforcing Steel: ASTM A615, 40 ksi for # 4 Bars and Smaller
60 ksi for # 5 Bars and Greater
Concrete Block: ASTM C90, Grade N, Medium Weight, Solid Grout
Specified compressive strength of masonry (fm = 1,500 psi)
Structural Steel: Structural Steel Welding to be per AWS D1.1 Specifications
All Welding to be done in an approved fabricators shop
in accordance with CBC Section 1701.7
Merrell -Johnson Engineering, Inc
22221 U` Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
DEAD LOADS
Date: 12 -Apr -13 Page
MC
Project Name: Olson Residerce Addition
Job: 2575-53 Nelson Desiarrs
Roof
Exterior Walls
Interior Shearwall
Patio
Description
psf
Description
sf
Description
sf
Description
psf
Cover
12
Stucco
10.0
2x6 Studs at 16" o.c.
1.6
Ccver
12
Plywood Sht'g
1.5
2x6 Studs at 16" o.c.
1.6
Sheathing
1
PIw_ wood Sht'g
1.5
Framing
3.2
Sheathing
1
Drywall
5
Framing
3.2
Insulation
1.5
Drywall
3
Misc.
2.4
Insulation
1.5
Ceiling
2.5
Insulation
1.5
Sticco Lid
10
Misc.
0.3
Misc.
0.9
Misc.
0.8
I olail L i.UI
LIVE LOADS
iotaiI iu.ul
sf
ROOF
20
Lo = Standard
20
Reduction = L, = Lo*R,*R2
1.0
R, At= 45
1
R2 F= 4 Rise 4 Run 12
51
Snow Load
WIND: ASCE 7 Chapter 6
Basic Wind Speed: 85 mph
Exposure : C (B -D)
p = qh 1(GCp&(GCp1)] Equation 16-18
Occupancy Category (1-4) = 2
Table 1-1
1W = 1.00
Table 6-1
Note: Wind Load Magnified by 1.3 per Sect 1605.3.2
SEISMIC: ASCE 7 Chapter 11, 12
i otai LI0E
Totall 291
sf
FLOOR
40
(Residential) Basic Floor Area & Deck
60
Exterior Balconies
50
Offices
0
Storage
D Seismic Design Category Ground Motion
6.5 R: Response Modification Coefficient 1.50 g Ss : 0.2 sec. response
1.3 p : Redundancy Factor 0.60 g S1 : 1.0 Sec. response
1.0000 SDS : Design Spectral Acceleration (SDI =0.600) 1.00 Fa Table 11.4-1
1.00 1 : Improtance Factor 1.50 Fv Table 11.4-2
0.108 Cs = 0.7*SDS*I/R : Seismic Response Coefficient D Site Class
0.140 p*Cs 2 Occupancy Category
0.571 W 0.8*SDS*1/1.4 *Trib Wt.: Concrete or Masonry Wall Anchorage for FlexiblIB Diaphragm
0.286 W 0.4*SDS*1/1.4 *W: Concrete or Masonry Normal Force
0.286 W 0.4*SDS*1/1.4 *W: Max Diaphragm Force
0.143 W 0.2*SDS*1/1.4 *W: Min Diaphragm Force
I T
Merrell -Johnson Engineering, Inc. Date: 12 -Apr -13 Page s
22221 US Highway 18
Apple Valley, CA 92307 Mc
(760) 240-8000 Fax: (760) 240-1400 Project Name: Olson Residence Addition
Job: 2575-53 Nelson, Designs
ASCE 7 - 05 Section 6.5 Method 2 - Analytical Procedure
0.69
0.48
6.5.3 Design Procedure
0.80
Section
-0.69
1. Basic Wind Speed
V 85 mph
6.5.4
6.8
2. Importance Factor
1
6.5.5
Table 6-1
3. Exposure Category
C
6.5.6.3
Velocity pressure exposure coefficient
Kz 0.9019
6.5.6.6
Table 6-3
20 ft Height
900 ft Zg from Table 6-2
9.5 Alpha from Table 6-2
4. Topographic factor
Kzt 1.0
6.5.7
5. Gust effect factor
G 0.85
6.5.8
6. Enclosure classification
Open
6.5.9
7. Internal pressure coefficient
Gcpi 0.0
6.5.11.1
Fig 6-5
8. External pressure coefficients
Cp
6.5.11.2
Fig 6-6, 6-7, and 6-8
GCpf
Fig 6-10 for low rise buildings
Cf 1.3
6.5.11.3
Fig 6-20 through 6-23
9. Velocity pressure
qz 14.179 psf. .
6.5.10
using wind directionality factor
kd 0.85
6.5.4.4
Table 6-4
10. Design wind load
p 0
6.5.12.2.2
Low -Rise Building (Eq. 6-18)
GCpf
P
Transverse Direction (9 = 20°)
From Figure 6-10
Building Surface
1 2 3 4 1F 2F 3F 4F
0.53
0.69
0.48
-0.43
0.80
-1.07
-0.69
0.64
7.5
9.8
6.8
-6.1
11.3
-15.2
-9.8
9.1
1-:1
Merrell—Johnson Engineering, Inc. Date: PagB of
12138 Industrial Boulevard, Suite 240
Victorville, CA 92395 Project Name:
(760) 241-6146 Fax:(760) 241-0566 Job No:
..................
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Merrell -Johnson Engineering, Inc. Date: 4/11/2013 Page:
22221 US Highway 18
Apple Valley, CA 92307 Project Name: Olson Residence Addition
(760) 240-8000 Fax: (760) 240-1400
Job: 2575-53 Nelson Designs
POST AND BEAM LAYOUT SHEET
OBEAM NUMBER
P# POST NUMBER
U p pier
T9) (ovtt'
L
MASTER E
10'-0" CE
Merrell -Johnson Engineering, Inc.
Date: 12 -Apr -13 Page
8
22221 US Highway 18
MC
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Project Name: Olson Residence Addition
Job: 2575-53 Nelson Designs
VERTICAL ANALYSIS
' Beam Number. See vertical analysis layout sheet for Locations. 4 (-)= CONTINUDUS FTG IS ADEQUATE
2 Grade: 1=DF No. 1 2=DF No. 2 GL=DF24F-V4 Glu -Lam 5 Use #4 rebar 8" o.c. E.W.
3 ( ** )= One 2x trimmer is adequate
BM
BEAM
BEAM
BEAM
REACTION AT
LEFT
REACTION AT RIGHT
No.'
SPAN
SIZE
GRADE
LOAD
TRIMMER
FOOTING 4,5
LOAD
TRIMMER
FOOTING 4, s
(feet)
(kips)
SIZE
SIZE
(kips)
SIZE
SIZE
1
18.0
6X10
2
1.48
HH6
. _ _
1..48
HH6
2
5.0
6X6
2
1.54
*"
1.54
*�
3
18.0
5.5X6
GL
0.65
HH6
0.65
HH6
4
18.0
6X5.5
GL
1.01
'"
1.01'
Merrell -Johnson Engineering, InC.
Date: 12 -Apr -13 Page
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
MC
Project: Olson Residence Addition
BEAM No. 1
Job: 2575-53 Nelson Designs
Simple Span Beams
Use 6X10 DF #2
h
��h
BEAM No. 3
BEAM No. 1
Section 6X10
DF #2
Fb 875 psi
Fv 170 psi
E 1,300 ksi,,FP
- -
Span
Lu
18 ft
18 ft
Max Moment
fb
Fe
ratio
Deflection
Len th/Delf
6.642 ft -k
963.4 psi
1,083.2 psi
0.889
0.758 in
285 :1
Max Shear " 1.5
f„
F,;
ratio
Left Reaction
1 Right Reaction
2.21 k
42.4 psi
212.5 psi
0.199
1.476 k
1.476 k
WDL 84 plf
WLL 80 plf
0 lbs
Dist. 0 ft
Cf = 1 , Cl = 0.99, Cd = 1.25, Cr = 1
Beam OK
Beam OK
Use 6X6 DF #2
h
��h
BEAM No. 3
BEAM No. 2
Section 6X6
DF #2
Fb 875 psi
Fv 170 psi
E 1,300 ksi
Span
Lu
5 ft
5 ft
Max Moment
fb
Fe
ratio
Deflection
Len th/Delf
1.922 ft -k
831.7 psi
1,092.1 psi
0.762
0.087 in
688 :1
Max Shear " 1.5
f„
F,;
ratio
Left Reaction
1 Right Reaction
2.31 k
76.2 psi
212.5 psi
0.359
1.538 k
1.538 k
WDL 315 plf
WLL 300 plf
P 0 lbs
Dist. 0 ft
Cf = 1 , Cl = 0.999, Cd = 1.25, Cr = 1
Beam OK
Beam OK
Use 5.5X6 DF 24F -V4 Glu -Lam
h
��h
BEAM No. 3
Section 5.5X6
DF 24F -V4 Glu -Lam
Fb 2400 psi
Fv 165 psi
E 1,800 ksiP
Span
Lu
18 ft
18 ft
Max Moment
fb
Fb'
ratio
Deflection
Len th/Delf
2.916 ft -k
1,060.4 psi
2,963.3 psi
0.358
0.954 in
226 :1
Max Shear « 1.5
f„
F,;
ratio
Left Reaction
1 Right Reaction
0.97 k
29.5 psi
206.3 psi
0.143
0.648 k
0.648 k
WDL 72 plf
WLL 0 plf
0 lbs
Dist. 0 ft
Cf = 1 , Cl = 0.988, Cd = 1.25, Cr = 1
Beam OK
Use 6X5.5 DF 24F -V4 Glu -Lam
h
��h
BEAM No. 4
Section 6X5.5
DF 24F -V4 Glu -Lam
Fb 2400 psi
Fv 165 psi
E 1,800 ksi
I
Span
Lu
18 ft
18 ft
Max M,6ment
fb
Fe
ratio
Deflection
Len th/Delf
4.536 ft -k
1,799.4 psi
3,161.4 psi
0.569
1.767 in
122 :1
Max Shear " 1.5
f„
F,;
!ratio
Left Reaction
1 Right Reaction
1.51 k
45.8 psi
219.5 psi
0.209
1.008 k
1.008 k
WDL 0 plf
WLL 112 plf
P 0 lbs
F Dist. 0 ft
Cf = 1 , CI = 0.99, Cd = 1.33, Cr = 1
Beam OK
Merrei'l-Johnson Engineering,
Inc.
Date: 12 -Apr -13 Page o
22221 US Highway 18
MC
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Project Nar Olson Residence Addition
Job: 2575-: Nelson Designs
POST / COLUMN DESIGN
Capacity of Various Sized Posts (lbs)
braced
Hei ht feet
Capacity of Various Sized Posts (lbs)
No Bracing such as patio post)
Height feet
Size 8 9 10 12 Size 8 9 10 12
2x4 2, 300 1, 900 1, 600 N/A
4x4 5, 600 4, 800 4,100 4,100
4x4 4,500 3,80C 3,200 2,400
6x6 13, 500 12, 000 11, 000 9, 500
Capacity of Various Sized Posts (lbs)
No Bracing such as patio post)
Height feet
Size 8 9 10 12 Size 8 9 10 12
2x4 2, 300 1, 900 1, 600 N/A
4x4 5, 600 4, 800 4,100 4,100
4x4 4,500 3,80C 3,200 2,400
6x6 13, 500 12, 000 11, 000 9, 500
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC
(760) 240-8000 Protect Descr: Room Addition
MerrellJohnson(760) 240-1400 Fax
CCOM1PANIES(760) 240-1400 Fax
Prosect ID: 2575-53
11
Printed: 12 APR 2013, 7:39AM
Wood ColumnH18=Q:4iIKULI-ZILNtKUA-JV=-0-Z.tUb '
ENERCALC, INC. 193.2013, Build:6.13.3.15, Ver:6.13.3.t5
Description : P1 Wood Post
Code References
Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05
Load Combinations Used : ASCE 7-05
General Information
Max. X -X Deflection
Distance
PASS Max. Axial+Bending Stress Ratio =
Analysis Method: Allowable Stress Design
Wood Section Name
6x6
+D+.Lr+H
End Fixities Top & Bottom Pinned
Governing NDS Forumla
Wood Grading/Manuf.
Graded Lumber
Location of max.above base
Overall Column Height
14.0 ft
Wood Member Type
Sawn
Along Y -Y 0.0 in at 0.0 ft above base
Used for non -slender calculations)
_.,r.. ._
Exact Width
5.50 in Allow Stress Modification Factors
0.0 k -ft
Wood Species Douglas Fir - Larch
Applied My
Exact Depth
5.50 in Cf or C� for Bending
1.0
Wood Grade No.2
for load combination : nla
Area
30.250 in A2 Cf or Cv for Compression
1.0
Fb - Tension 750 psi Fv
170 psi
Ix
76.255 in^4 Cf or Cl- for Tension
1.0
Fb - Compr 750 psi Ft
475 psi
ly
76.255 in^4 Cm: Vet Use Factor
1.0
Fc - PrII 700 psi Density
32.21 pcf
Allowable Shear
Ct : Temperature Factor
1.0
Fc - Perp 625 psi
• Unfactored Loads
Cfu : Fat Use Factor
1.0
E : Modulus of Elasticity ... x -x Bending
y -y Bending Axial
Kf : Built-up columns
1.0 NDS 15.3.2
Basic 1300
1300 1300 ksi
Use Cr: Repetitive ?
No (non -gib Doty)
Minimum 470
470
Brace condition for deflection (buckling) along columns :
X -X (width) axis:
Fully braced against buckling along X -X Axis
Y -Y (depth) axis:
Unbraced Length for X -X Axis buckling =14.0 ft, K =1.0
Applied Loads Service loads entered. Load Factor=_ will be applied for calculations.
Column self weiqht included : 94.729 lbs ` Dead Load Factor
AXIAL LOADS ...
Upper Beam: Axial Load at 14.0 ft, D = 0.7560, Lr = 0.720 k
Lower Beam: Axial Load at 10.0 ft, D = 0.6480 k
DESIGN SUMMARY
Bending & Shear Check Results
Max. X -X Deflection
Distance
PASS Max. Axial+Bending Stress Ratio =
0.2102 :1
Maximum SERVICE Lateral Load Reactiois . .
Load Combination
+D+.Lr+H
Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k
Governing NDS Forumla
Comp Only, fc/Fc'
Top along X -X 0.0 k Bolton along XA 0.0 k
Location of max.above base
0.0 ft
Maximum SERVICE Load Lateral Deflections ...
At maximum location values are . , .
0.0000 in
Along Y -Y 0.0 in at 0.0 ft above base
Applied Axial
0.0 k
for load combination : n/a
Applied Mx
0.0 k -ft
Applied My
0.0 k -ft
Along XA 0.0 in at 0.0 ft above base
Fc : Allowable
348.993 psi
for load combination : nla
Other Factors used to calculate allowable stresses ...
PASS Maximum Shear Stress Ratio =
0.0 :1
Bending Compression Tension
Load Combination
+0.60D+0.70E+H
Cf or Cv : Size based factors 1.000 1.000
Location of max.above base
0.0 ft
Applied Design Shear
0.0 -psi
Allowable Shear
170.0 psi
Maximum Deflections for Load Combinations
• Unfactored Loads
Load Combination
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
D Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
Lr Only
0.0000 in
0.000 ft
0.000 in
0.000 ft
D+Lr
0.0000 in
0.000 ft
0.000 in
0.000 ft
Merrell -Johnson Engineering, Inc
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Design of Studs
STD STUDS Case 1
Date: 12 -Apr -13 Page 12 -
MC
Project Name: Olson Residence Addition
Job: 2575-53 Nelson Designs
Case 2 Case 3 Case 4
Size
Stud Gr.
DF #2
Fb (psi)
700 900
Fc (psi)
850
1350
E (ksi)
1,400
1,600
Case 2 Case 3 Case 4
Size
Stud Wall
Up to 18' O enin
(3) 2x6 king sds
• 2x6
(1) 6x6 king sd
18 ft
Spacing
16 in
14 ft
14 ft
length
14 ft
17.1 psf
17.1 psf
17.1 psf
Wind Load
17.1 psf
DF #2
DF #2
Axial Load
420 lbs
48,590 in -lbs
1.01 NG
Grade
DF #2
152 NG
203 > 175
Moment
6,895 in -lbs
3 NG
4
1
Combined Stress Ratio
0.629 < 1.0
L/Defl ratio
368 > 175
OK
KING STUDS Case 1
Size
HDR Span
length
Wind Load
Grade
Moment
fb/F'b
L/Defl ratio
QTY Needed
C'ggP_ 2 C;aSP .1 CACP G
Up to 18' O enin
Up to 18' O enin
Up to 18' O enin
(3) 2x6 king sds
(4) 2x6 king sds
(1) 6x6 king sd
18 ft
18 ft
18 ft
14 ft
14 ft
14 ft
17.1 psf
17.1 psf
17.1 psf
Wind Load
DF #2
DF #2
DF #2
16,197 in -lbs
12,147 in -lbs
48,590 in -lbs
1.01 NG
0.75 < 1.0
0.95 < 1.0
152 NG
203 > 175
186 > 175
3 NG
4
1
L/Defl ratio
Case 5 Case 6 Case 7 Case 8
Size
HDR Span
length
Wind Load
Grade
Moment
fb/F'b
L/Defl ratio
QTY Needed
Merrell -Johnson Engineering, Inc. Date: 12 -Apr -13 Page 3
22221 US Highway 18
Apple Valley, CA 92307 Mc
(760) 240-8000 Fax: (760) 240-1400 Project I Olson Residence Addition
Job: 2575-53 Nelson Designs
CONTINUOUS FOOTING DESIGN
of 12"wX 12" dp
LOCATION: Side Exterior Wall
sf X 1.00' = 1,500 plf
Loads: Roof Load =
615
Wall Load =
252,,, _
Floor Load =
Footing Wt. =
75
Total Load =
942 plf
Capacity
of 12"wX 12" dp
Ftg. = 1,500
sf X 1.00' = 1,500 plf
USE:
12 "Wide X
12 "Deep
w/ (1) # 4 Bar T&B
LOCATION: End Exterior Wall
Loads: Roof Load = 164
Wall Load = 252
Floor Load =
Footing Wt. = 75
Total Load = 491 plf
Capacity of 12"w X 12" dp Ftg. = 1,500 sf X 1.00'= 1,500 plf
USE: 12 "Wide X 12 " Deep w/ (1) # 4 Bar T&B
LOCATION:
Loads
Roof Load =
Wall Load =
Floor Load =
Footing Wt. = 0
Total Load = 0 plf
USE: "Wide X " Deep w/
Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax (760) 240-1400
LATERAL LOAD AND SHEAR WALL LAYOUT
IA,
11
L -
LEGEND
OSHEAR WALL NUMBER
A-# ELEVATION LOAD
Date: 4/11/2013
Project Name: Olson Residence Addition
Job: 2575-53 Nelson Designs
4-1
3Y/
Page: l �
:RASTER E
10'-0' CE
Merrell -Johnson Engineering, Inc.
22221 U, Highway 18
Date: 12 -Apr -13 Page (5-
MC
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Project Name: Olson Residence Addition
Job: 2575-53 Nelson Designs
Area and Weight of Building
Al
Height to Al 14.00 ft
Area of Al 936.00 SF X 21 psf = 19.7 k
Lengths of Exterior Walls 72.00 ft X 7 ft X 18 psf = 9.1 k
Lengths of Interior Walls 0.00 ft X 7 ft X 10 psf = - k
Trib. Ht of Walls 7.00 ft Total Wall Weight = 9.1
Total Weight of Al = 28.7 k
131
Height to 131 14.00 ft
Area of 61 156.00 SF X 21 psf = 3.3 k
Lengths of Exterior Walls 26.00 ft X 7 ft X 18 psf = 3.3 k
Lengths of Interior Walls 0.00 ft X 7 ft X 10 psf = - k
Trib. Ht of Walls 7.00 ft Total Wall Weight = 3.3
Total Weight of B1 = 6.6 k
Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Date: 4/12/2013 Page 14
Project Name: Olson Residence Addition
Job: 2575-53 Nelson Desig is
WIND LOAD
SEISMIC LOAD
Elev. Load: "Load Increased for 10
psf min.
Using base shear factor "Cs = 0.14
Wind Speed: 85 mph
Exp: C
Building Weights -
A1
Elevation Load Condition =
2 (1-3)
Roof/Floor Dead Load :
19.66
Kips
Avg. Roof Height = 19 Ft.
e = 18
Deg.
Wall Weights:
9.07
Kips
Top of Wall Zone = 14 Ft.
2a = 7.2
Ft.
Miscellaneous:
Kips
Bottom of Zone = 7 Ft.
Fig 1609.6.2.1
F =
28.73
Kips
A = 1.81 B = -0.07 C =
5.89 D =
-0.14
Avg. Height of Story:
14.00
Ft
Lateral Wind Load, i zones A -D,=
7.49
Kips
Story Shear:
4.02
Kips
Equivalent Unit Load :
208.0
Ibsfft.
Equivalent Unit Load :
111.7
lbs./Ft
Building Weights -
B1
No Additional Wind Load
Roof/Floor Dead Load :
3.28
Kips
Wall Weights:
3.28
Kips
Miscellaneous:
Kips
F =
6.55
Kips
Avg. Height of Story :
14.00
Ft
Story Shear :
0.92
Kips
Equivalent Unit Load :
35.3
lbs./Ft
9141- la*racl
ori c� fe�-ijS�s���I,
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC Project ID: 2575-53
(760) 240 8000 Project Descr: Room Addition
Merrell (760) 240-1400 Fax /
COMPANIES (760) nson (760) 240-1400 Fax
Printed: 12 APR 2013, 7:44AM
ASCE`SetsmlC Base .Shear File=q:F3TRUCT-21ENERCA-312575.5-2.EC6''
ENERCALC, INC. 1t+63.2013, Build:6.13.3.15, Ver:6.13.3.15
Existing Seismic Forces for Steel Columns
Occupancy Category Calculations per ASCE 7-05
Occupancy Category of Building or Other Structure: "II" : All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-05, Page 3, Table 1-1
Occupancy Importance Factor =
Gridded Ss & Slvalues from ASCE 7.05, 2006109,
Max. Ground Motions, 5% Damping:
SS = 1.50 g, 0.2 sec response
S1 = 0.60 g, 1.0 sec response
Site Class, Site Coeff. and Design Category
Latitude = 33.675 deg Norh
Longitude = 116.296 deg West
Location: La Quinta, CA 92253
ASCE 7-05, Page 116, Table 11.5-1
ASCE 7-05 9.4.1.1
Site Classification "D" :Shear Wave Velocity 600 to 1,200 fUsec = D ASCE 7-05 Table 20.3-1
Site Coefficients Fa & Fv Fa = 1.00 ASCE 7-05 Table 11.4-1 & 11.4-2
(using straight-line interpolation from table values) Fv = 1.50
Maximum Considered Earthquake Acceleration S MS = Fa' Ss = 1.500 ASCE 7-05 Table 11.4-1
S M1 = Fv' S1 = 0.900 ASCE 7-05 Table 11.4-2
Design Spectral Acceleration S DS = S MS " 213 = 1.000
ASCE 7-05 Table 11.4-3
=
` 0.600
D1 S M1 213
ASCE 7-05 Table 11.4-4
Seismic Design Category = D
ASCE 7-05 Table 11.6-1
Resisting System
ASCE 7-05 Table 12.2-1
Basic Seismic Force Resisting System ... Cantilevered column systems detailed to conform to specific classification
Special steel moment frames
Response Modification Coefficient " R " = 2,50 Building height Limits
System Overstrength Factor ° Wo " = 0,75 Category "A & B" Limit Limit = 35
Deflection Amplification Factor " Cd " = 2 50 Category "C" Limit: Limit = 35
Category "D" Limit Limit = 35
NOTEI See ASCE 7-05 for all applicable footnotes. Category "E" Limit: Limit = 35
Category "F" Limit: Limit = 35
Redundancy Factor
ASCE 7-05 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Factor" p " =1.3
Lateral Force Procedure
ASCE?-05 Section 12.8
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-0° 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 = 19,0 ft
"x"value = 0.75
" Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct' (hn AX) = 0,182 sec
"TL" : Long -period transition period per ASCE 7-05 Maps 22-15 -> 22-20 8.000 sec
Building Period " Ta " Calculated from Approximate Method -elected
= 0.182 sec
" Cs " Response Coefficient
S D8 Short Period Design Spectral Response = 1.000 From Eq. 12.8-2, Preliminary Cs
= 0.400
" R " : Response Modification Factor = 2,50 From Eq. 12.8-3 & 12.8-4 , Cs need not ex�:eed
= 1,319
" I " : Occupancy Importance Factor = 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than
= 0,120
User has selected ASCE 12.8.1.3 : Regular structure, Cs : Seismic Response Coefficient =
= 0.4000
Less than 5 Stories and with T <<= 0.5 sec, SO Ss <=1.5 for Cs calculation
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC Proiect ID: 2575-53
(760) 2401000 Project Descr: Room Addition o
MerrellJohnson (760) 240-1400 Fax l8C,OMPANIES(760) 240-1400 Fax v
Printed: l2 APR 2013, 7:44AM
ASCE S@ismib Bate She alrFile=q:bTRUCT-21ENERCA-312575.5-2.EC6':
ENERCALC, INC: 11483-2W, Build:6.13.3,15, Ver:6.13.3.15,
Diaphragm Forces : Seismic Design Category "B" to "F" ASCE 7-05 12.10.1.1
Level # Wi Fi Sum Fi Sum Wi Fpx
1 24.00 9.60 9.60 24.00
Wpx . ....... . .... . . . . ....... . . Weight at level of diaphragm and other structure elements attached to it,
Fi .......... . ........ . ........ Design Lateral Force applied at the level.
Sum Fi ..... . . .... . ........ . . . Sum of "Lat. Force" of current level plus all levels above
MIN Req'd Force @ Level ......... 0.20 * Sos * I * Wpx
MAX Req'd Force @ Level .. , ..... 0.40 *Sps *'l * Wpx
Fpx : Design Force @ Level . , ..... Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
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22221 US Highway 18 Project Title: Olson Residence
i Apple Valley, CA 92307 Engineer: MC Proiect ID: 2575-53
(760) 240-8000 Project Descr: Room Addition
Merrel � c (760) 240-1400 Fax l
Q,,PANIES1Johnson (760) 240-1400 Fax
Printed:12 APR 2013, 7:44AM
AS�iE Seismic Base Shear File =q:STRUCT-21ENERCA-312575.5-2.EC6
- . . , ENERCALC, INC. 1E+83.2013, Build:6.13.3.15, Ver.6.13.3.15
Proposed Seismic Forces for Steel Columns AW 4-i3 h
Occupancy Category Calculations per ASCE 7-05
Occupancy Category of Building or Other Structure: "II" :All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-05, Page 3, Table 1-1
Occupancy Importance Factor =
Gridded Ss & S1values from ASCE 7.05, 2006109
Max. Ground Motions, 5% Damping :
SS = 1.50 g, 0.2 sec response
S1 = 0.60 g. 1.0 sec response
Site Class, Site Coeff. and Design Category
Latitude = 33,675 deg Nora
Longitude = 116.296 deg West
Location : La Quinta, CA 92253
ASCE 7-05, Page 116, Table 11.5-1
ASCE 7-05 9.4.1.1
Site Classification "D" :Shear Wave Velocity 600 to 1,200 ftlsec = D ASCE 7-05 Table 20.3-1
Site Coefficients Fa & Fv Fa = 1,00 ASCE 7-05 Table 11.4-1 & 11.4-2
(using straight-line interpolation from table values) Fv = 1.50
Maximum Considered Earthquake Acceleration S MS = Fa' Ss = 1.500 ASCE 7-05 Table 11.4-1
S M1 =Fv"S1 = 0.900 ASCE?-05 Table 11.4-2
Design Spectral Acceleration
S Ds S MS 2/3 = 1.000
S Di S M1 2/3 = 0.600
ASCE 7-05 Table 11.4-3
ASCE 7-05 Table 11.4-4
Seismic Design Category
= D
ASCE 7-05 Table 11.6-1
Resisting System
ASCE 7-05 Table 12.2-1
Basic Seismic Force Resisting System ...
Cantilevered column systems detailed to conform to specific classification
Special steel moment frames
Response Modification Coefficient " R "
= 2,50 Building height Limits
System Overstrength Factor " Wo "
= 0,75 Category "A & B" Limit
Limit = 35
Deflection Amplification Factor " Cd "
= 2.50 Category "C" Limit:
"D"
Limit = 35
Category Limit:
Limit = 35
NOTEI See ASCE 7-05 for all applicable footnotes. Category "E" Limit:
Limit = 35
Category "F" Limit
Limit = 35
Redundancy Factor ASCE 7-05 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Factor" p " =1.3
Lateral Force Procedure ASCE 7-05 Section 12.8
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-05 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 = 19,0 ft
"x"value = 0.75
" Ta " Approximate fundamental period using Eq. 12.8-7 : Ta = Ct' (hn ^ x) = 0,182 sec
"TL" : Long -period transition period per ASCE 7-05 Maps 22-15 -> 22-20 8.000 sec
Building Period " Ta " Calculated from Approximate Method Selected = 0,182 sec
" Cs " Response Coefficient
S D8 Short Period Design Spectral Response = 1.000 From Eq. 12.8-2, Preliminary Cs = 0.400
" R " : Response Modification Factor = 2,50 From Eq. 12.8-3 & 12.8-4, Cs need not exceed = 1.319
" I " : Occupancy Importance Factor = 1 From Eq. 12.8-5 & 12.8-6, Cs not be less han = 0.120
User has selected ASCE 12.8.1.3 : Regular structure, Cs : Seismic Response Coefficient = = 0.4000
Less than 5 Stories and with T <<= 0.5 sec, SO Ss <=1.5 for Cs calculation
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC Proiect ID: 2575-53
Merrell , (760) 240-8000 Protect Descr: Room Addition r�
on (760) 240-1400 Fax 2-
COMPANIES ohnV (760) 240-1400 Faxv
Printed: 12 APR 2013, 7:44AM
ASCE .Seismic Base, Shear - File=q:STRUCT-21ENERCA-312575.5-2.EC6
ENERCALC, INC. 1v83-2013, Build:6.13.3.15, Ver.6,13.3.15'
Seismic Base Shear
ASCE 7-05 Section 12.8.1
Cs = 0.4000 from 12.8.3
W ( see Sum Wi below) =
2E.73 k
Seismic Base Shear
V = Cs * W =
1-.49 k
Vertical Distribution of Seismic Forces
ASCE 7-05 Section 12.8.3
" k " : hx exponent based on Ta = 1.00
Table of building Weights by Floor Level...
Level # Wi: Weight
HI: Height
(Wi * Hi) ^k Cvx
Fx=Cvx * V
Sum Stor- Shear
Sum Story Moment
1 28.73
14.00
402.22 1.00
11.49
11.49_
0.00
Sum Wi = 28,73 k
Sum Wi * Hi =
402.22 k -it
Total Base Shear = '11,49 k `
Bae Moment =
160,9 k -ft
Diaphragm Forces: Seismic Design Category
"B" to "F"
ASCE 7-05 12.10.1.1
Level # Wi
Fi
Sum Fi
Sum Wi
Fpx
1 28.73 11.49 11.49 28.73 11.49
Wpx ........ . ................ . Weight at level of diaphragm and other structure elements attached to it,
Fi . . . .... . . . ...... . . .......... Design Lateral Force applied at the level.
Sum Fi .. . ...... . ........ . .... Sum of "Lat. Force" of current level plus all levels above f
MIN Req'd Force @ Level ....... , . 0.20 * S DS * I * Wpx
MAX Req'd Force @ Level ........ 0.40 * S DS'* 1 * Wpx
Fpx: Design Force @ Level ....... Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
-
8
17
l�a.,r,,v1s
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC Project ID: 2575-53
(760) 2401000 Project Descr: Room Addition
MerrellJohnson
(760) 240-1400 Fax 2l
COMPANIES(760) 240-1400 Fax
Printed: 12 APR 2013, 8:20AM
SteQ-. Ciol u 11111File = q:18TRUCT-21ENERCA-312575.5-2.EC6
ENERCALC, INC. 193-20113, Build:6.13.3.15, Vec6.13.3.15
Description : Ex. Loading Wall 1
Code References
Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05
Load Combinations Used : ASCE 7-05
General Information
Steel Section Name: W1 6x31 Overall Column Height 14.0 ft
Analysis Method : Allowable Strength Top & Bottom Fixity Top Fr --e, Bottom Fixed
Steel Stress Grade Brace condition for deflection (buckling) along columns
Fy : Steel Yield 36.0 ksi X -X (width) axis:
E : Elastic Bending Modulus 29,000.0 ksi Unbraced Length for X -X Axis buckling =14.01, K = 2.1
Load Combination : ASCE 7-05 Y -Y (depth) axis:
Unbraced Length for Y -Y Axis buckling =14.01, K = 2.1
Applied Loads Service loads entered. Load Factors Nill be applied for calculations.
Column self weight included : 435.099 lbs " Dead Load Factor
AXIAL LOADS , . ,
Upper Beam: Axial Load at 14.0 ft, D = 0.7560, LR = 0.720 k
Lower Beam: Axial Load at 10.0 ft, D = 0.6480 k
BENDING LOADS , . ,
Lat, Point Load at 14.0 ft creating Mx -x, W =1.60, E = 3.20 k
DESIGN SUMMARY
Bending & Shear Check Results
Max. X -X Deflection
Distance
PASS Max. Axial+Bending Stress Ratio =
0.9131 : 1
Maximum SERVICE Load Reactions .
D Only
Load Combination
+D+0.70E+H
Top along X -X
0.0 k
Location of max.above base
0.0 ft
Bottom along X -X
0.0 k
At maximum location values an; ...
0.0000
Top along Y -Y
0.0 k
Pa: Axial
1.839 k
Bottom along Y -Y
3.20 k
Pn 1 Omega: Allowable
15.093 k
0.0000
in
Ma -x : Applied
-31.360 k -ft
Maximum SERVICE Load Deflections ...
in
Mn -x I Omega: Allowable
36.799 k -ft
Along Y -Y 0.4627 in of
14.0ft above base
in
0.000
for load combination : E Only
0.463
Ma -y :Applied
0.0 k -ft
ft
D+Lr
Mn -y I Omega: Allowable
12.629 k -ft
Along X -X 0.0 in a-
O.Oft above base
0.000
in
for load combination:
ft
PASS Maximum Shear Stress Ratio =
0.03558 :1
in
0.000
Load Combination
+D+0.70E+H
in
14.000
Location of max.above base
0.0 ft
0.0000
in
At maximum location values are .. .
ft
0.231
in
Va : Applied
2.240 k
D+E
0.0000
Vn / Omega: Allowable
62.964 k
ft
0.463
Maximum Deflections for Load Combinations - Unfactored Loads
14.000
ft
Load Combination
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
D Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
Lr Only
0.0000
in
0.000
ft
0.000
in
0.000
ft
W Only
0.0000
in
0.000
ft
0.231
in
14.000
ft
E Only
0.0000
in
0.000
ft
0.463
in
14.000
ft
D+Lr
0.0000
in
0.000
ft
0.000
in
0.000
ft
D+W
0.0000
in
0.000
ft
0.231
in
14.000
ft
D+Lr+W
0.0000
in
0.000
ft
0.231
in
14.000
ft
D+E
0.0000
in
0.000
ft
0.463
in
14.000
ft
D+Lr+E
0.0000
in
0.000
ft
0.458
in
13.906
ft
22221 US Highway 18 Project Title: Olson Residence
0 �Apple Valley, CA 92307 Engineer: MC Proiect ID: 2575-53
(760) 240-8000 Project Descr: Room Addition
MerrellJohnson
(760) 240-1400 Fax 22-
GOMPANIES(760) 240-1400 Fax
Printed:l2 APR 2013, 8:20AM
File= q: STRUCT-2\ENERCA-312575.5-2.EC6 11111
.St@@l C0lU11117 ENERCALC,INC. 1'363-2013, Build:6.13.3.15,Ve�:6.13.3.15
-1111111
00 Licensee: MERRE-L-JOHNSON
Description : Wall 1
Code References
Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05
Load Combinations Used : ASCE 7-05
General Information
Steel Section Name : W16x31 Overall Column Height 14.0 ft
Analysis Method : Allowable Strength Top & Bottom Fixity Top F-ee, Bottom Fixed
Steel Stress Grade Brace condition for deflection (buckling) along :olumns
Fy : Steel Yield 36.0 ksr X -X (width) axis:
E : Elastic Bending Modulus 29,000.0 ksi Unbraced Length for XX Axis buckling=14.Dft, K = 2.1
Load Combination : ASCE 7-05 Y -Y (depth) axis :
Untraced Length for Y -Y Axis buckling =14.0 ft, K = 2.1
Applied Loads
Max. X -X Deflection
Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 435.099 lbs * Dead Load Factor
Distance
D Only
AXIAL LOADS , . .
in
0.000
ft 0.000
Upper Beam: Axial Load at 14.0 ft, D = 0.7560, LR = 0.720 k
0.000
ft
Lr Only
Lower Beam: Axial Load at 10.0 ft, D = 0.6480 k
in
0.000
It 0.000
BENDING LOADS , , ,
0.000
ft
W Only
Lat. Point Load at 14.0 ft creating Mx -x, W =1.90, E = 3.80 k
in
0.000
ft 0.275
DESIGN SUMMARY
14.000
ft
E Only
Check Results
in
0.000
ft 0.549
("F&Shear
AIL ax, Axial+Bending Stress Ratio =
1.073 : 1
Maximum SERVICE Load Reactions..
D+Lr
Load Combination +D+0.70E+H
Top along X -X
0.0 k
Location of max.above base
0.0 ft
Bottom along X -X
0.0 k
At maximum location values are ...
0.0000
Top along Y -Y
0.0 k
Pa : Axial
1.839 k
Bottom along Y -Y
3.80 k
Pn I Omega: Allowable
15.093 k
in
0.000
Ma -x: Applied
-37.240 kA
Maximum SERVICE Load Deflectiois ...
ft
Mn -x 1 Omega :Allowable
36.799 k -ft
Along Y -Y 0.5495 in 3t
14.Oft above base •
ft 0.549
in
for load combination : E Only
ft
Ma -y: Applied
0.0 k -ft
in
0.000
Mn -y I Omega: Allowable
12.629 k -ft
Along X -X 0.0 in 3t
O.Oft above base
for load combination
PASS Maximum Shear Stress Ratio =
0.04225 :1
Load Combination +D+0.70E+H
Location of max.above base
0.0 ft
At maximum location values are ...
Va : Applied
2.660 k
Vn I Omega: Allowable
62.964 k
Maximum Deflections for Load Combinations • Unfactored
Loads
Load Combination
Max. X -X Deflection
Distance
Max. Y -Y Deflection
Distance
D Only
0.0000
in
0.000
ft 0.000
in
0.000
ft
Lr Only
0.0000
in
0.000
It 0.000
in
0.000
ft
W Only
0.0000
in
0.000
ft 0.275
in
14.000
ft
E Only
0.0000
in
0.000
ft 0.549
in
14.000
It
D+Lr
0.0000
in
0.000
It 0.000
in
0.000
ft
D+W
0.0000
in
0.000
It 0.275
in
14.000
It
D+Lr+W
0.0000
in
0.000
ft 0.275
in
14.000
ft
D+E
0.0000
in
0.000
ft 0.549
in
14.000
ft
D+Lr+E
0.0000
in
0.000
ft 0.544
in
13.906
ft
U50 d1l.,4RAe- rb-f-r,
,Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Date: 12 -Apr -13 Page Z
Mc
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Project Name: Olson Residence Acdition
Uplift
Job No. 2575-53 Nelson Designs
SHEAR PANEL DESIGN
Wall
Layout
Lateral Load On Wall Holdown Requirements Max Drag
L
1
Open L. I Panel L.
Trib. L. I Elev. # V Dead L.
Uplift
Holdown Capacity R
Uplift
0.0 2.7
18.0 Al 208 515
9,314
SM32-14 9500 0 -1,488
1,725
20.7 2.7
0 515
9,314
SM32-14 9500 1,488 0
0
0
0
0
0 0
0
0
0
0 0
0
0
0 _011
Height 14 0 IV -add IT 3 744 1 Load l(plfl 702; I Load (plfl 144
Use (2) ShearMax Panels SM32-14 (Wind Capacity = 770 plf)
Wall
Layout
Lateral Load On Wall Holdown Requirements Max Drag
---L
1
Open L. Panel L.
Trib. L. I Elev. # V Dead L.
Uplift
Holdown Capacity' R
Uplift
0.0 2.7
0 515
4,816
SM32-14 9500 0 -799
1,725
20.7 2.7
0 515
4,816
SM32-14 9500 799 0
0
0
0
0
0 0
0
0
1 0
0 0
"lHeight14IV2 add ITotal V aneL. 5 rag L. 2011 2011ILoad(p117 377 ILoad (ply 6.0 I
Use (2) ShearMax Panels SM32-14 (Seismic Capacity = 595 plf)
Wall
Layout
Lateral Load On Wall Holdown Requirement Max Drag
3
Open L. I Panel L.
Trib. L. I Elev. # V Dead L.
Uplift
Holdown Ca:)acity L R
Uplift
0.0 6.0
13.0 131 35 1,725
-482
None 0 0
1,725
-482
0 0
0
0 0
0
0
0
0
0 0
_____dHeight
IV -add Total V Panel L. 6 Drag L. 6.0
14.0 459 1 Load (plfl 76 1 Load (plfl 76
Use shear schedule 4 (Modified Capacity = 300 plf)
Wall
Layout
Lateral Load On Wall
Holdown Requirement Max Drag
4
Open L. I Panel L.
Trib. L. I Elev. # V
Dead L.
Uplift
Holdown Capacity L 7R
0.0 6.0
13.0 131 35
1,725
-482
None 0 0
0
0
0
0 0
0
0
0 0
HeightV - add Total V Panel L. 6 Drag L. 6.0
14.0 459 1 Load I 76 Load I 76
Use shear schedule 4 (Modified Capacity = 300 plf)
Merrell -Johnson Engineering, Inc.
22221 US Highway 18
Apple Valley, CA 92307
(760) 240-8000 Fax: (760) 240-1400
Date: 12 -Apr -13
P
MC
Project Name: Olson Residence Acdition
Job: 2575-53 Nelson Designs
HORIZONTAL DIAPHRAGM DESIGN
1
ROOF DIAPHRAGM
Elev. Load Al Wind Governs
208.0 plf
Between Braced Wall # 1 and # E ')
Length (L) 36.0 ft 1
Depth (d) 26.0 ft 1
Max. Diaphragm Shear = 208 plf x 36'/ (2 x 26') = 144 plf
Use diaphragm schedule No. 6: (Capacity = 225 plf)
v
Elevation Load
L
1
Horiz. Diaphragm
1
Maximum chord force, F = M/d = 1/8 x 208 plf (36')^2 / 26'= 1296 lbs
Qty of 16d nails required at chord splice, n = F / 140 lbs per nail
n = 1296 / 140 = 9.3 nails
USE ( 10) 16d nails at Top Plate Splice
F
Elev. Load 61 Seismic Governs
36.0 plf
Between Braced Wall # 3 and # 4
Length (L) 26.0 ft
Depth (d) 10.0 ft
Max. Diaphragm Shear = 36 plf x 26'/ (2 x 10') = 46.8 plf
Use diaphragm schedule No. 6: (Capacity = 225 plf)
Maximum chord force, F = M/d = 1/8 x 36 plf (26')^2 / 10'= 304 lbs
Qty of 16d nails required at chord splice, n = F / 140 lbs per nail
n=304/140=2.2nails
USE 3 16d nails at Top Plate Splice
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC
(760) 240-8000 Project Descr: Room Addition
MerrellJohnson(760) 240-1400 Fax
QQMPANIIES(760) 240-1400 Fax
ProlectID: 2575-53
zs
Printed: 12 APR 2013,12:17PM
[Combined Footl'ng File=q=.STRUCT-21ENERCA-312575-5-2.EC6,
4 . ENERCALC, INC. 1'383-2013, Build:6.13.3.l5, V6r:6.13.3.15
0.00.938 Licensee: MERRELL-JOHNSON
Description : Wall 1 Grade Beam
Code References
Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05
4.0 ft
Pedestal dimensions,., Col #1 Col #2
Load Combinations Used : ASCE 7-05
As
General Information
Between Columns =
21.0 ft
Sq. Dim. = 12 12 in
Material Properties
Count
Analysis/Design Settings
Actual
f : Concrete 28 day strength
2.50 ksi
Calculate footing weight as dead load ? Yes
Height = in
fy : Rebar Yield
60 ksi
Calculate Pedestal weight as dead load ? No
1.240
Ec : Concrete Elastic Modulus
3122 ksi
Min Steel % Bending Reinf (based on 'd')
Concrete Density --
145 pcf
Min Allow % Temp Reinf (based on thick)
0.0018
:Phi Values Flexure :
0.9
Min. Overturning Safety Factor
1,5 :1
Shear:
0.85
Min. Sliding Safety Factor
1.0 :1
Soil Information
Footing Width =
2.50 ft
Allowable Soil Bearing
2 ksf
Soil Bearing Increase
1.240
Increase Bearing By Footing Weight
No
Footing base depth below soil surface
1.50 ft
Soil Passive Sliding Resistance
''Footing
350.0 pcf
Increases based on footing Depth . , . ,
Allowable pressure increase per foot
ksf
(Uses entry for base depth below soil surface" for force)
when base of footing is below
ft
Coefficient of Soil/Concrete Friction
0.3
Increases based on footing Width ...
Allowable pressure increase per foot
ksf
3 in
Bottom Bars
when maximum length or width is greater tl�an
ft
1.240
0.9720 inA2
Maximum Allowed Bearing Pressure
10 ksf
Top Bars
4.0
(A value of zero implies no limit)
1.240
0.9720 inA2
Applied Loads
Adjusted Allowable Soil Bearing
(Allowable Soil Beefing adjusted for footing weiyfit and
2.0 ksf
depth & width increases as specified by user.)
Dimensions & Reinforcing
Distance Left of Column #1 =
4.0 ft
Pedestal dimensions,., Col #1 Col #2
As
As
Between Columns =
21.0 ft
Sq. Dim. = 12 12 in
Bars left of Col #1
Count
Size #
Actual
Req'd
Distance Right of Column #2 =
4,0 ft
Height = in
Bottom Bars
4.0
5
1.240
A
0.9720 in2
A
Total Footing Length =
29.0 ft
Top Bars
4.0
5
1.240
0.9720 in 2
Bars Btwn Cols
Footing Width =
2.50 ft
Bottom Bars
4A
5
1.240
0.9720 inA2
Footing Thickness =
18 in
Top Bars
4A
5
1.240
0.9720 inA2
Bars Right of Col #2
Rebar Center to Concrete Edge @ Top
=
3 in
Bottom Bars
4A
5
1.240
0.9720 inA2
Rebar Center to Concrete Edge @ Bottom =
3 in
Top Bars
4.0
5
1.240
0.9720 inA2
Applied Loads
Applied @ Left Column
D
Lr L S
W
E
H
Axial Load Downward =
0.50
k
Moment (+CW) =
26.60
l e .0
k -ft
Shear (+X) =
1.90
-.0
k
Applied @ Right Column
Axial Load Downward =
0.50
k
Moment (+CW) =
26.60
1-:,0
k -ft
Shear (+X) =
1.90
-.0
k
Overburden =
0.050
22221 US Highway 18 Project Title: Olson Residence
Apple Valley, CA 92307 Engineer: MC Prosect ID: 2575-53
�y��� (760) 240-8000 Protect Descr: Room Addition
(760) 240-1400 Fax
M,,—,PANIlES1Johnson(760) 240-1400 Fax
Printed: 12 APR 2013,12:171310
C6mbnnled FOOtl11 File=q:ISTRUCT-21ENERCA-312575-5-2.EC6
_ .. , . g. ENERCALC. INC, 1983-2013. Build:6.13.3.15. Ver:6.13.3.15
Description :
Wall 1 Grade Beam
DESIGN SUMMARY
Design •
Ratio
Item
Applied
Capacity
Governing Load Combination
PASS
0.2244
Soil Bearing
0.4488 ksf
2.0 ksf
+D+W+H
PASS
3.012
Overturning
58.90 k -ft
177.426 k -ft
0.6D+W
PASS
1.220
Sliding
3.80 k
4.637 k
0.6D+W
PASS
No Uplift
Uplift
0.0 k
0.0 k
No Uplift
PASS
0.07677
1 -way Shear - Col #1
6.525 psi
85.0 psi
+0.90D+1,60W+1,60H
PASS
0.08946
1 -way Shear - Col #2
7.604 psi
85.0 psi
+1.20D+0.50Lr+0.50L+1.60W
PASS
0.003145
2 -way Punching - Col #1
0,5346 psi
170.0 psi
+1.40D
PASS
0.006229
2 -way Punching - Col #2
1.059 psi
170.0 psi
+1.20D+0.50Lr+0,50L+1.60W
PASS
0.000631
Flexure - Left of Col #1 - Top
-0.05075 k -ft
80.444 k -ft
+1,40D
PASS
0.000606
Flexure - Left of Col #1 - Bottom
0.04872 k -ft
80.444 k -ft
+1.40D
PASS
0.5102
Flexure - Between Cols - Top
-41,044 k -ft
80.444 k -ft
+1.20D+0.50Lr+0.50L+1.60W
PASS
0.5079
Flexure - Between Cols - Bottom
40.857 k -ft
80.444 k -ft
+0.90D+1.60W+1.60H
PASS
0.000631
Flexure - Right of Col #2 - Top
-0.05075 k -ft
80.444 k -ft
+1,40D
PASS
0.04708
Flexure - Right of Col #2 - Bottom
3.787 k -ft
80.444 k -ft
+1.20D+0.50Lr+0.50L+1.60W