06-4251 (AR)► ?� P:O. BOX 1504^ VOICE 760 77-74
012 78-495 CALLE-TAMPICO t -FAX (760) 777-7011
LA QUINTA, 'CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760).777-7153
-DIN P MI _ .
BUILDING ER T -
t Dated 3/07/07
.' Application Number: f06=0000425i- ��" Owner: t
Property.Address: "`5-4555 SOUTHERN HILLS JENKINS MATTHEW'
APN: 775-101-059- - . 54555 SOUTHERN HILLS ,
Application description: ADDITION - RESIDENTIAL r LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL .
Application valuation: 150000 D /A1 (�
Contractor: u
-•Applicant: Architect or Engineer: SUN WEST CONSTRUCTION C AAD p g 2007 t
14885 JONI DR .##3 '
PALM:DESERT,'CA 92260
(760) 773-4487 cITY.0 Qui�aT , r '
' Lic. No.: 826995• FINANCE DEPT..
• LICENSED CONTRACTOR'S DECLARATION - - WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury that I am licensed under provisions of Chapter'9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my-Licehse,is in fujl foice and effect. I have and will maintain a certificate of consent to self -insure for workers' compens6tion, as provided
• License Is, s: ense No.: 826995 . ' for by Section 3700 of the Labor Code, for the performance of the work for which this permit is �.
1 j 4
`�� •�� - _ _issued.
(Date �/zJ�,W/A✓a
I have and will maintain workers' compensation insurance, as required by Section 3700of,the Labor
.Code, for the performance of the work,for which this permit is issued. My workers' compensation,
OWNER -BUILDER DECLARATION- insurance carrier and policy number are: - - -
I hereby affirm under penalty of.perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND Policy Number 0023566-2006
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to - _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or,repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become s bject to th workers' compensation laws of California,
- permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I shoul4becoie ctto the ers' compensation provisions of Section
License Law'(Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) of 3700 of the Labor Code,thco with those provisions.
that he or she is exempt therefrom and the basis for the allegedexemption. Any violation of Section 7031.5 by Q �any applicant for a permit subjects the applicant to a civil penalty.of not more than five hundred dollars (5500).: Date�,/ G� !Applicant:I, as owner of the property, or my employees with wages as their sole'compensation, will do the work, and - the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WA NIN FAILURE TO SECURE RNS ION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRI NAL PENALTIES AN CIVIL FINES UP TO ONE HUNDRED THOUSAND -,
and. who does the work himself or herself through his or her employees, provided that the -- DOLLARS IS 100,0001. IN ADDI ION T.0 THE COST OF COMPENSATION; DAMAGES -AS PROVIDED FOR IN -
improvements are not intended or.offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. .
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.). 'APPLICANT ACKNOWLEDGEMENT
as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMP.ORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the.
7044, Business and Professions Code: The Contractors" State License Law does not apply to an owner of • conditions and restrictions set forth on this application. -
property who builds or improves thereon, and who contracts for the projects with -a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). - whose benefit work is performed under or pursuant to any permit issued as a result of this application,
I _ 1 lam exempt under Sec. B.&P.C. for this reason 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..
Date: Owner.. 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 • ,
_ - CONSTRUCTION LENDING AGENCY permit to cancellation. -
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the abovMinfortion is torr 1 agree to comply with all
work for which this permit is issued (Sec. 3097, Civ. C.). city and co my ordinances and slate laws relating to building coand eb authorize representatives
of this co ty t enter upon the above-mentioned pro ert o 'r
Lender's Name: _
jDater 7,rSijjnature (Applicant or Agent):''
Lender's Address: - --__,� -
LQPERMIT
LQkRMIT- _ ..
- Application Number -; .
. . . 06-00004251
--=---" Structure Information
576SF ADDITION/V-NR/RES-3
-----
Other-struct_info-
CODE'EDITION
2001/2005'"
# BEDROOMS
1.00
FLOOD ZONE
NO
PATIO SQ FTG
104.00
..1ST.FLOOR SQUARE FOOTAGE
576.00
Permit . . . . .
BUIL•DING PERMIT
Additional desc,-.,:
' Permit Fee.-.-
814.50 Plan Check Fee
." 529.43
Issue Date
Valuation
150000
Expiration Date-.
9/03/07
Qty Unit Charge
Per
Extension'
BASE FEE
639.50
50.00 3.5000
THOU BLDG 100,001-500,000
175.00
Permit
ELECT - ADD/ALT/REM,.
Additional desc
"
Permit Fee
35:16 Plan Check Fee
8.79•
Issue Date
Valuation
0
Expiration Date
.9/03/07
Qty Unit Charge
Per
Extension
BASE FEE
15.'00
576.00 .0350
ELEC NEW RES.- 1 OR 2 FAMILY.•
20.16.
Permit . . .
MECHANICAL:
Additional -desc. .
Permit Fee
50.50 Plan Check Fee
12.63
Issue Date
Valuation . .
. . 0
Expiration Date
9/03/07
Qty Unit Charge
-Per
Extension
;.BASE FEE
-_
15.00
1.00 9.0000
EA MECH FURNACE <=100K
9.00
1.00 4.5000
EA MECH VENT INST/ DUCT ALT
4.50
1.00 9.0000
EA MECH B/C <=3HP/100K BTU'
9.00
1.00 6.5000
EA. MECH VENT FAN
6.50
1.00 6.500,0
EA MECH EXHAUST HOOD
6.50
Permit.
PLUMBING
Additional desc .
LQkRMIT- _ ..
Application Number 06-00004251
Permit PLUMBING
Permit Fee,.. 58:50 -Plan Check
Fee
14.63
- Issue --Date . :-.. _ - 'Valuation
.0
Expiration 'bate•,... 9/03/07
Qty Unit Charge Per
..:Extension
BASE -FEE
15:00
5,00 6.0000 EA PLB, FIXTURE -
30.00
1'.00 7.5000 -EA PLB WATER"HEATER/VENT
.
7.50..
2:00: '3'.,,0000.EA PLB;GAS PIPE 1-4 OUTLETS
6.00
----------------- - ----------------
Special Notes and Comments -
-------------
576SF CASITA ADDITION WITH KITCHEN
REMODEL TO EXISTING.HOME/V-NR/RES-3
:` •:
[ENGINEERED] .THIS, PERMIT. DOES__NOT
INCLUDE,BLOCKWALLS. March 51 2007
12:48:39 -=PM AORTEGA ,
Other Fees . . . . . .. ENERGY REVIEW`FEE
52.94
STRONG,MOTION;',(SMI)
- RES,
;; 15.00
Fee summary Charged Paid = Credited
Due
- --- - - -- -----
Permit Fee Total 958.66 .00
00
958.66
Plan Check Total 565.48 .00
.00
565.48
Other Fee Total- 67.94 00,
.OQ.
67.94
Grand Total. 1592.08 00'
.00
1592.08.
`LQPERMIT
an) V 01, , V , PON. R4 -1, "1-. 5
Bin #
�O D
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: 5 .. ���
>>� J' S
Owner's Name:
A. P. Number: 7-5"-.%1
Address:
Legal Description:
Contractor: >
C,
City, ST, Zip:
Telephone:
Address:YY 6 J d yJ,
Proje'
ct Descrip on:
City, ST, Zip it
41%6
G4 tJJIA 0 A
if,�f r
Telephone: �' -' L
State Lic. # : —
Arch., Engr., Designer:���,
City Lic. #:
,�
J
�(/
Address:
RX O C" — Lo 6
-4
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add' Alter Repair Demo
Name of Contact Person:
,JjjAj
Sq. Ft.:
# Sties:
#Units:
Telephone # of Contact Person: -� ��
Estimated Value of Projec
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted IZ
Item
Amount
-Structural Calcs.
Reviewed, ready for corrections
1
Plan Check Deposit
.21�Truss
Calcs.
Called Contact Person 1
Plan Check Balance
2
Energy Calcs.
Plans picked up I
Construction
Flood plain plan
Plans resubmitted
01
Mechanical
Grading plan
2"' Review, ready for corrections/issue •
j lad
Electrical
Subcoutactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up ,b71
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for correction issue
(77
Developer Impact Fee
Planning Approval
Called Contact Person
G.
A.I.P.P.
Pub. Wks. Appr
Date of permit issue _
School Fees
U . F. /o
1
Total Permit Fees
2/,28/07 SM
y 4?PRO vEO
i/5/o7 _cV1Z, R Fc_Col,W�07 ----!p VcA -,;12107
3/2
Coachella Valley Unified School Districts Box For 'Dstricr use Oniy
83433 Avenue 55; Thermal; CA 92274 DEVELOPER FEES NM }
(760),398-5909 Fax. (760) ,398-1224 :..
AREA:'.AMOUNT
4 .
-• LEVEL ONE AMOUNT:
LEVEL TWOAMOUNT:
MITIGATION' AMOUNT:
-COMWIND. AMOUNT:
'DATE:
RECEIPTi . •, i '
CHECK #:
IMTIALS:
CERTIFICATE OF COMPLIANCE '
,. (California Education Code 17620)
{, project.Name: M/M�Jenkins +-
Date: ' .03/07/07
Owner's Name:-_ , M/M Jenkins Phone No. •.760-7734487 '
Project Address: 54555 Southern Hills; La Quinta.
Project Description:. ;•Attached Casita.. ,
` APN: 775-101-059 Tract #: + Lot # ,
Type of Development:Residential X.R. 'Commercial
' Total Square Feet of Building Area: x•576 sq..ft. -
Certification of Applicant/Owners: The person signing certifies that, the above information is'correct and inakes'this staternent-under
penalty of perjury and further represents that he/she is authorized to sign on ehalf of the o er/developer.
' Dated: 03/07/07 4' Signature:
. SCHOOL DISTRICT'S REQUIREMENTS FOR TH ABOVE PROJECT.HAVE BEEN OR•WILL BE SATISFIED.IN
ACCORDANCE WITH'ONE OF TBE.1OLLOWI :: (CIRCLE.ONE) "
Education Code Gov. Code .Projecf Agreement'Existing Not Subject to Fee
' 17620 65995 Approval Prior to 1/1/87, ' .Requirement
Number` of Sq.Ft. 576 -sq ft
Amount per Sq.Ft.. ..S 2.63 per sq ft.:
Amount Collected $ 1514.88
By: Carey M. Carlson,, Asst. Supt.; Business.Services
Certificate issued by: Maria L. Angulo, Facilities' Secretary . Signature:
' NOTICE OF 90 DAY PERIOD FOR -PROTEST OF FEES AND�TATE�T. OF FE i
Section 66020 of the Government. Code asserted by Assembly.Bill 3081, effective January 1, 1997, requires.that this istrict provide (1) a written notice -to the
project appellant, at the time of payment of school fees,, mitigation payment or other exactions ("Fees"J, of the 90 -day period to protest the imposition of these
Fees and (2) the amount of the fees.. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to
advise you that the 90 -day protest period in regard to such Fees or.the validity thereof, commences with'the.payment of the fees or performance of any other
requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this
time or in whole or. in part prior to issuance of a Certificate of Occupancy. As in.the latter, :the 90 days starts on the date hereof. This Certificate of
'Compliance is valid for. thirty (30):days from the date of issuance. Extension will be granted only -for good cause, as determined by the School District, and uli
to three•(3) such extensions may be granted: At such time as.this Certificateexpires; if.a building permit has not been issued for the.project--.that is the subject
of this. Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. '
+ LT:c/mydocs/devfees/certificate of compliance form tablesTO USE.doc 1/16/03 T
-JAN -08-2007 MON 11;34.AM SDD ENTERPRISES FAX N0. 714B160898 P..02
. - � 1 t -. .. + it * .. � •
PGA WEST" , t
RESIOMMLASSOCIAnON, INC.,
January 2; 2007
Mr. & Mrs.Matthew Jenkins'
54-555 Southern Hills
La ou'inta, CA 92253
Dcar Mr. & Mrs. Jenkins:
The Architectural Committee r,�ceivedyour revised drawings received in the 110A office on
• December 5, 2006, Sheets 1-5.
t �
'fie revised preliminary drawings now include the requested conditions of our ,previous
correspondence. Based on our ieview, the project as proposed is acceptable ggnd_ inn the receipt,
of final drawings and a copy of i he city building permit.
Yom final drawings submittal must include a processionally prepared litndscapeArri6ation.plan:
11"se include the--proPer wall extension and angled transition. Plains must also provide more
5lructural and architectural information on the `trellis' and the revised barbecue.
No work can proceed until a final approval of the areiitectural variance package;is granted:
We look Forward"tu receiving your completed submittal.
if you have any questions, please contact ►tae at 760-771-1234, ext.
Sincerely;
Ke M alliard ,
Operations Manager `
For the Architectural Committee
Cc- Architectural Committee
****DO NOT STARTANY WORK UNTIL YOU HAVE R,ECEI MD AN.
APPIPAVAI_ I.F-TTER & :SET OF FINAL .DRAWI/YGS SIGNED BY THE PGA
�ONIIVIITTEE*#�** y _
54-320 Southam Niils, La Qu:nta, CalifoM 92253-5665; Teiephone 760-771-.1234 FAX 760-771-5125
„�,...� ... .. -. .+-�••wr7Y.”' ' .. - r�TT..T'w'\si•+�Iy"`wa^w•.. .v, q.�. ...� �Tr^• .r '�,,n_ sr — s-rl'--r *a�..s• i iq!"t�r�.sW.w a'-"llS .,•t'at�
TANDY'S INSPECTION SERVICES, INC.
PO BOX 13766 - PALM DESERT, CA 92255-3766 g
OFFICE/ FAX- 951.769.9717
' PAGER 760.776.3339 -
SPECIAL INSPECTION DAILY l WEEKLY REPORT
TYPE OF INSPECTION PERFORMED
'roe\r"
PERMIT NUMBER
0(D `� ZS 1
k,RESIDENTIA
os !?E OF STRUCTURE
COMMERCIAL
DATE
.oC �� ek
PHYSICAL ADDRESS,(INCLUDE tREET NAME AND CITY)�` t
JOB N'AMM•E (INCLUDE NAME OF COUNTRY CLUB
BII BUSINESS PARK-LCORPORATE CEENN`TER/LOT NUMBER.. ECT.)
t` mar ''t
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1 , N te,b6,r (� A,)nr th
ARCHITECT +
�,1nc�,�Com-.\ G. A
ENGINEER
,
-. ,
GENERAL CONTRACTORS
son l�1QC�
SUB CONTRACTOR - --
UB
w�-i� .
t.
DESCRIPTION OF WORK INSPECTED
�� >�{ � G �
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� yJ pl ll•w!K .J.� i.7�..\ A � :M i, C�, � � � /� •M �.•7��Vir
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ExA 1\ 17-00B
• 1. CORRECTIONS AND/OR NOTES
VYG-L.LJIIVb itNrummAI IVIV e
ii
WELDERS NAME CERTIFYING AGENCY'S NAME AND ID NUMBER PROCESS AND ELECTRODE
A
SAMPLE TEMP SLUMP ADDED WA
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,
UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK
TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS.
TITLE 24REPORT
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
Title, 24 Report for:
APPROVED
FOR cbN'STRUCTION Matthew and Roberta Jenkins
54-555 Southern Hills
DaTE-3-'07,. BY La Quinta, CA 92253
Project Designer:
Jorge L. Garcia
75-153 Merle Drive - Suite B
Palm Desert, CA 92211
760.272.9222
Report Prepared By:
SLO
Santiago Lopez-Ocampo
P.O.. Box 1018
La Quinta, CA 92247.
(760) 485-8927
Job. Number:.-.--.
in)
5
lq120206,
1, pf�
FE6 2 0 Z 01
Date:
2/15/2007
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.u.se with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards.
Thisprogram developed by EnergySoft, LLC -'www.energysoft.com.
EnergyPro 4.3 by EnergySoft Job Number: 1q120206 User Number: 5732
Certificate Of Compliance: Residential (Part 1 of 4) CF -1 R
Matthe_w-and-Rob_eda_JAnkins
Office_Addition
New 09-A3
0.9=A3
2115120-07
Project Title
_5_4-5.5.5_So_utherr JAft-La_Quinta
Dffice_Ad.dition
New 0.9 93 -Of ceA_dditiar
Date
Project Address
Existing- _0.9-A2
WioleJd. use
Existing- 28-A4
Building Permit #
Santis o�X Ocampo
Documen ation Author
WholeJ=louse
Removed 09-A2
(760) 485-8927
Telephone
Existing- 09-A2
Existing_ 28-A4
Existing 0.9-A2
plan Check/Date
-Ener vPro
Compligrice Method
Wllole1iouse
New 01-AlS
15
Climate Zone
New 0.93
New _0.9=A3
Field Check/Date
New 09--A3
TDV
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating
7.61
3.52
4.09
Space Cooling
152.25
144.08
8.18
Fans
20.25
19.06
1.19
Domestic Hot Water
7.65
7.17
0.48
Pumps
0.00
0.00
0.00
Totals
187.75
173.82
13.93
Percent better than Standard:
7.4%
Building Type: Y Single Family
❑ Multi Family
Building Front Orientation:
Fuel Type:
Fenestration:
❑ Addition
[X-1 Existing + Add/Alt
(SE) 135 deg
Natural Gas
Area: 1,160 ft2 Avg. U:
Ratio: 29.4% Avg. SHGC:
BUILDING ZONE INFORMATION
Zone Name
0.54
0.57
Total Conditioned Floor Area:
Existing Floor Area:
Raised Floor Area:
Slab on Grade Area:
Average Ceiling Height:
Number of Dwelling Units:
Number of Stories:
# of
Floor Area Volume Units Zone Type
HVAC -System 3 558558 _35,580 _0.9.0_ -Conditioned-
-HVA- C_Exercise,8GuesLSude 388 _34.92 0.10_ Conditioned_
OPAQUE SURFACES Insulation Act.
Type Frame Area U -Fac. Cay. Cont. Azm. Tilt
Roof Wood_ 188 _0..025_ -13_38.0`0_0 0_ 23
Wall_ 1N9.od_ 100 -0-OA R-13 -P--A5----225- 90
Wall_ -Wood- 35_ -0-07A 013_ _EZ_4...5_ _9.0_90
Wall_ -Wood_ 131 O.OZ40-13.0-A..5_ x.35- 90
-Nall_ Wood- so _0_024. -813_ R-45 459.0
Boot W9osi_ _3,.320 0_049 R19 -a--oA 0_23
Wall_ Wood- X13 _0110_ -R-11.10_0_ -i35 9Il
-Door None- 48 _0_500_ Mone R-0-0 x.35_ 90
Will_ Wood 35 0110 0,1 _8_0_0 -90_90
Wall_ Wood- 104 0110 0-11_ R-0.0 X35__30
1Nall Wand_ 754 _0 110 R_l l R-0.0 _225 _90
.Door None_ 21 _05.011 --None--R-OA _225.9.0
Wall _ Wood_ 231 0110 R-11 R-0.0 31 -85 90-
Wall Wood 700 011.0 0_11 X00 --A5-_90
Roof Mod_ 388 _0025 R-18_ _R-0-0 0 9
Wall_ Wood 127 0 074 R_13 R-4.5 _135 9O
Wall Wood- 115 _0-07A R13 R-4 5 _225 30
Wall_ \Alood- 32 _0.074.013 R-4 5 AZO_ 90
Wall_ Wood- 70 0_074 013 R--4_.5_ _315 9O
Wall_ Wood _23B_ OA)Z4 0-3 R-4.5 45_9.O
Thermostat
Type
-
,et bark
-
_Setb.ack_
3,946 ft2
3,370 ft2
0 ft2
3,946 ft2
9.9 ft
1.00
1
Vent
Hgt. Area
2 -n/a
_2 -n/.a
Gains Condition
Y / N Status JA IV Reference Location / Comments
Flew 0J -A18
Office_Addition
New 09-A3
0.9=A3
OiceAddition
ieAddNew
9c_on
blew _09A3
Dffice_Ad.dition
New 0.9 93 -Of ceA_dditiar
Existtmg 0_LA4
-Whole-! ous.e
Existing- _0.9-A2
WioleJd. use
Existing- 28-A4
Whole-liouse
Removed_ 0-9-A2
WholeJ=louse
Removed 09-A2
se
Existing- 09-A2
Existing_ 28-A4
Existing 0.9-A2
Whole -House
WholeJiouse
Whole -H use
Existing 09-A2
Wllole1iouse
New 01-AlS
Exarcise_&-Guest�.uite
New 0.93
New _0.9=A3
Execcise$GuesLS.uite
Exercise_&-GLesLSuite
New 09--A3
Exercise_&-Guest-S.uite
Existing_ _0.9_A.3
Exercise$Guect
New O - Exercise_8-GuesLSuite
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206 Page:3 of 13 1
Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R
Matthew and Roberta Jenkins 2/15/2007
Project Title Date
FENESTRATION SURFACES
True Cond. Location/
# Type Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments
1-Window_E-nt_(_ 2t)
03RD -NERC -0-37
2
Window
Right
(NE)
40.0
0.390 NFRC
0_37
3
Window
Front
(SE)
12.0
0.580 116-A
0_65
4
Window
Front
(SE)
12.0
0.580 116-A
0.65
5
Window
Front
(SE)
40.0
0.580 116-A
0.65
6
Window
Front
(SE)
11.2
0.580 116-A
0_65
7
Window
Front
(SE)
11.2
0.580 116-A
0.65
8
Window
Front
(SE)
11.2
0.580 116-A
0.65
6
Window
Left
(SW) 14.0
0.580 116-A
0.65
1Q
Window
Left
(SW)
14.0
0.580 116-A
0.65
11
Window
Left
(SW)
12.0
0.580 116-A
0_65
12
Window
Left
(SW)
36.0
0.650 NFRC
0_48
1�
_Mrjdow_Left_(SM0 30.0
-0..5.80 116-ASL65
Exercise & Guest Suite / Slab on
14
Window
Left
(SW)
64.0
0.580 116-A
0_65
15
Window
Rear
(NW)
80.0
0.580 116-A
0.65
16
Window
Rear
(NW)
10.0
0.580 116-A
0_65
17
Window
Rear
(NW)
24.0
0.580 116-A
0.65
18
Window
Rear
(NW)
36.0
0.580 116-A
0_65
19
Window
Rear
(NW) 64.0
0.580 116-A
0.65
NFRC 13S
_9D -New Milgard C1ass.ic.Loxv_-E_Vinyl OfiicaA_ddition
NFRC
45
90 New Milgard Classic Low -E Vinyl
Office Addition
116-B
135
90 Existing Double Non Metal Clear
Whole House
116-B
135
90 Existing Double Non Metal Clear
Whole House
116-B
135
90 Existing Double Non Metal Clear
Whole House
116-B
135
90 Existin _Double Non Metal Clear
Whole House
116-B
13529
Exi in _Double Non Metal Clear
Whole House
116-B
135
90 Existing_ Double Non Metal Clear
Whole House
116-B
225
90 Existing Double Non Metal Clear
Whole House
116_B
225
90 Existing Double Non Metal Clear
Whole House
116-B
225
90 Existing -Double Non Metal Clear
Whole House
NFRC
225
90 Existing WECK, GLASS BLOCK 8x8x4
Whole House
116-B
995
90- Existing_Double Non-Melal-Clear
Whole -House
116-B
225
90 Existing Double Non Metal Clear
Whole House
116-B
315
90 Existing Double Non Metal Clear
Whole House
116-B
315
90 Existing Double Non Metal Clear
Whole House
116-R
315
90 Existing Double Non Metal Clear
Whole House
116-B
315
90 Existing Double Non Metal Clear
Whole House
116=B
315
90 Existinci Double Non Metal Clear
Whole House
1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613.
INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin
# Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt.
1 Bug Screen 0.76
2 Buq Screen 0.76
Screen
4
Bug Screen
5
Bug Screen
6
Bug Screen
7
Bug Screen
8
Bug Screen
9
Bug Screen
10
Bu q Screen
11
Bug Screen
12
Bug Screen
13
Bug Screen
14
Buq Screen
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76
0.76 8.0 8.0
22.0 0.1 2.0 2.0
15 Bug Screen
0.76
16 Bug Screen
0.76 2.5 4.0
15.5 0.1 10.0
10.0
17 Bug Screen
0.76 6.0 4.0
15.5 0.1 10.0
10.0
18 Bug Screen
0.76 4.5 8.0
15.5 0.1 10.0
10.0
19 Bug Screen
0.76 8.0 8.0
15.5 0.1 10.0
10.0
THERMAL MASS FOR HIGH MASS DESIGN
Area
Thick. Heat Inside
Condition
Location/
Type
(so
(in.) Cap. Cond. R -Val.
JA IV Reference
Status
Comments
Concrete, Heavyweight
188
3.50 28 0_98 2
26-A1
New
Office Addition / Slab on Grade
Concrete, Heavyweight
2,349
3.50 28 0_98 0
26-A1
Existing
Whole House / Slab on Grade
Concrete, Heavyweight
1,021
3.50 28 0_98 2
26-A1
Existing
Whole House / Slab on Grade
Concrete, Heavyweight
388
3.50 28 0_98 0
26-A1
New
Exercise & Guest Suite / Slab on
Gra e
PERIMETER LOSSES
Insulation
Condition
Location/
Type
Length
R -Val. Location
JA IV Reference
Status
Comments
Slab Perimeter
43
None No Insulation
26-A1
New
Office Addition
Slab Perimeter
202
None No Insulation
26-A1
Existing
Whole House
Slab Perimeter
116
None No Insulation
26-A1
Existing
Whole House
Slab Perimeter
85
None No Insulation
26-A1
New
Exercise & Guest Suite
Run Initiation Time: 02/15/07 04:37:20 Run Code: 1171543040
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206 Page:4 of 13 .
Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R
Matthew and Roberta Jenkins 2/15/2007
Project Title Date
FENESTRATION SURFACES
# Type Area U-Factorl SHGC2
True Cond.
Azm. Tilt Stat. Glazing Type
Location/
Comments
2-0.
Window_Rear_(NW
100
_0_580 116-A 0 6 + _U6,B. _315
_99_ Existin_DQuble Non etaLClear
Whole1iousee
21
Window
Rear (NW)
24.0
0.580 116-A 0_65 116-B
315
90 Existing Double Non Metal Clear
Whole House
22
Window
Rear (NW)
18.0
0.580 116-A 0_65 116-B
315
90 Existing Double Non Metal Clear
Whole House
23
Window
Rear (NW)
96.0
0.580 116-A 0_65 116-B
315
90 Existing Double Non Metal Clear
Whole House
24
Window
Rear (NW)
64.0
0.580 116-A 0_65 116-B
315
90 Existing Double Non Metal Clear
Whole House
25
_Window
Right (NE)
4.5
0.650 NFRC 0_48 NFRC
45
90 Existing WECK. GLASS BLOCK 8x8x4
Whole House
2�
Window
Right (NE)
6.0
0.650 NFRC 0.48 NFRC
45
90 Existing WECK GLASS BLOCK 8x8x4
Whole House
27
Window
Right (NE)
4.5
0.650 NFRC 0.48 NFRC
45
90 Existing WECK, GLASS BLOCK 8x8x4
Whole House
2$.
Window Right_(NE)
30.0
0.580 116-A 0.65 116_B 4590
Existing Existing Double Non Metal Clear
Whole House
.29
Window
Right (NE)
18.0
0.580 116-A 0.65 116_B 4592
Existing Double Non Metal Clear
Whole House
30
Window
Right (NE)
16.0
0.580 116-A 0_65 116-B
45
90 Existing Double Non Metal Clear
Whole House
31
Window
Right (NE)
26.0
0.580 116-A 0_65 116-B
45
90 Existing -Double Non Metal Clear
Whole House
32
WtRd9A_JRtght-(NE)
16.0
058 116-A _QM X16 -B -45
37
M Existing D-Oub1e_blorLMetaLClear
Whole House
33
Window
Right (NE)
26.0
0.580 116-A 0_65 116-B
45
90 Existing Double Non Metal Clear
Whole House
34
Window
Right (NE)
12.5
0.580 116-A 0_65 116-B
45
90 Existing Double Non Metal Clear
Whole House
35
Window
Right (NE)
12.5
0.580 116-A 0_65 116-B
45
90 Existing Double Non Metal Clear
Whole House
36
Window
Right (NE)
30.0
0.650 NFRC 0_48 NFRC
45
90 Existing WECK, GLASS BLOCK 8x8x4
Whole House
37
Window
Front (SE)
15.0
0.390 NFRC 0_37 NFRC
135
90 New Milgard Classic Low -E Vinyl
Exercise & Guest Suite
38
Window
Front (SE)
15.0
0.390 NFRC 0.37 NFRC 135
90 New Milgard Classic Low -E Vinyl
Exercise & Guest Suite
1. Indicate
source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 1168.
INTERIOR AND EXTERIOR SHADING
Area Thick. Heat Inside
(sf) (in.) Cap. Cond. R -Val. JA IV Reference
Condition
Status
Location/
Comments
PERIMETER LOSSES
Type
Insulation
Length R -Val. Location JA IV Reference
Window
Overhang Left Fin Right Fin
#
Exterior Shade Type
SHGC
Hgt. Wd.
Len. Hgt. LEA REA Dist Len Hgt Dist Len Hgt
20
Bug Screen
0.76
2.5 4.0
15.5 0.1 10.0 10.0
21
Bug Screen
0.76
6.0 4.0
15.5 0.1 10.0 10.0
22
Bug Screen
0.76
23
Bug Screen
0.76
24
Bug Screen
0.76
25
Bug Screen
0.76
26
Bug Screen
0.76
27
Bug Screen
0.76
28
Bug Screen
0.76
29
Bug Screen
0.76
30
Bug Screen
0.76
31
Bug Screen
0.76
32
Bug Screen
0.76
33
Bug Screen
0.76
34
Bug Screen
0.76
35
Bug Screen
0.76
36
Bug Screen
0.76
37
Bug Screen
0.76
38
Bug Screen
0.76
THERMAL MASS FOR HIGH MASS DESIGN
Type
Area Thick. Heat Inside
(sf) (in.) Cap. Cond. R -Val. JA IV Reference
Condition
Status
Location/
Comments
PERIMETER LOSSES
Type
Insulation
Length R -Val. Location JA IV Reference
Condition
Status
Location/
Comments
Run Initiation Time: 02/15/07 04:37:20 Run Code: 1171543040
EnergyPro 4.3 by Energysoft User Number: 5732 Job Number Ig120206 Page: 5 of 13
Certificate Of Compliance,: Residential (Part 2 of 4) CF -1 R
Matthew and Roberta Jenkins 2/15/2007
Project Title Date
FENESTRATION SURFACES
# Type Area
U-Factorl SHGC2
True
Azm. Tilt
Cond.
Stat. Glazing Type
Location/
Comments
39. Wndow_Left—(.SW) _64.0 X35.0 -NERC _0_U _NFRC —225_ _90 - New Milgard-Massic_Low_E-V yl -Exercise-&-GuesLSuite_
40 Window Left (SW) 2.0 0.390 NFRC 0_37 NFRC 225 90 New Milgard Classic Low -E Vinyl Exercise & Guest Suite
41 Window Left (SW) 32.0
0.390 NFRC 0_37 NFRC
225 90 New
Milgard Classic Low -E Vinyl
Exercise & Guest Suite
42 Window Rear (NW) 64.0
0.390 NFRC 0_37 NFRC
315 90 New
KLIgard Classic Low -E Vinyl
Exercise & Guest Suite
1. Indicate source either from NFRC or Table 116A.
2. Indicate source either from NFRC or Table 1168.
INTERIOR AND EXTERIOR SHADING Window . Overhang Left Fin Right Fin
# Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist Len Hgt
39 Bug Screen 0.76
40 Bug Screen 0.76
41 Bug Screen 0.76
42 Bug Screen 0.76
THERMAL MASS FOR HIGH MASS DESIGN
Area Thick. Heat Inside Condition Location/
Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments
PERIMETER LOSSES
Type Length R -Val.
Insulation
Location
Condition ,
JA IV Reference Status
Location/
Comments
Run Initiation Time: 02/15107 04:37:20 Run Code: 1171543040
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206 Page:6 of 13
Certificate Of Compliance :..Residential(Part
3 of 4)
CF -1 R
Matthew and Roberta Jenkins
Location Heating
Cooling
2/15/2007
Project Title
Tested?
HVAC System Ducted
Date
Attic
HVAC SYSTEMS
Heating
Location Type
Minimum
Eff
Cooling
Type_
Minimum Condition
Eff Status
Thermostat
Type.
HVAC System Central Furnace
78% AFUE
Split Air Conditioner
8.9 SEER Existing
Setback
HVAC Exercise & Guest Suite Central Furnace
93% AFUE
Split Air Conditioner
13.0 SEER New
Setback
Status
System Name Length Diameter
Thick.
Ext.
Standard Gas 50 gal or Less
HVAC DISTRIBUTION
WATER HEATING SYSTEMS
Duct
Duct Condition
Ducts
Location Heating
Cooling
Location
R -Value Status
Tested?
HVAC System Ducted
Ducted
Attic
4.2 Existing
No
HVAC Exercise & Guest Suite Ducted
Ducted
Attic
4.2 New
No
Condition
Factor
Standby
R -Value
Hydronic Piping Pipe Pipe
Insul.
(Btu/hr)
(gal)
Status
System Name Length Diameter
Thick.
Ext.
Standard Gas 50 gal or Less
Small Gas No Pipe Insulation 1
40,000
WATER HEATING SYSTEMS
Rated
Tank
Energy
Tank Insul.
Water Heater # in
Input
Cap.
Condition
Factor
Standby
R -Value
System Name
Type Distribution Syst.
(Btu/hr)
(gal)
Status
or RE
Loss (%)
Ext.
Standard Gas 50 gal or Less
Small Gas No Pipe Insulation 1
40,000
50
Existing
0.52
n/a
n/a
Rheem 41VRP50PT
Small Gas No Pipe Insulation 1
40.000
50
New
0.65
n/a
n/a
Multi -Family Central Water Heating Details
Hot Water Pump Hot Water Piping Length Add 1/2"
Control # HP Type In Plenum Outside Buried Insulation
REMARKS
COMPLIANCE STATEMENT -
This certificate of compliancelists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of
Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility.
The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality,
and building envelope sealing require installer testing and certification and field verification by an approved HERS rater.
Designer or Owner (per Business & Professions Code)
Name: AVAP r"A.
Title/Firm: Jorge L. Garcia
Address: 75-153 Merle Drive - uite B
Palm Desert. CA 922
Telephone: 760.272.9222
(signature) (date)
Enforcement Agency
Name:
Title/Firm:
Address:
Telephone:
(signature) (date)
Documentation Author
Name: SLO
Title/Firm: Santiago Lopez-Ocampo
Address: " P.O. Box 1018
La Quinta, CA 92247
Telephone: (760) 485-8927
�Ic�rQ G • �S =C5%
(signature) (date)
Certificate Of Compliance : Residential (Part 4 of 4) CF -1 R
Matthew and Roberta Jenkins 2/15/2007
Project Title Date
Special Features,and Modeling Assumptions
The local enforcement agency should pay special attention to the items specified in this' checklist. These items require special
written justification and documentation, and special verification to be used with the performance approach. The local enforcement
anencv determines the adeauacv of the iustification. and may reiect a buildina or desian that otherwise complies based on the
adequacy of the special justification and documentation submitted. Plan Field
The Roof "R-38 Roof Attic w/Radiant Barrier" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual.
HIGH MASS Design - Verify Thermal Mass:
188 sqft Covered Slab Floor, 3.50" thick at Office Addition
HIGH MASS Design - Verify ThermalMass:
2349 sqft Exposed Slab Floor, 3.50" thick at Whole House
HIGH MASS Design - Verify Thermal Mass:
1021 sqft Covered Slab Floor, 3.50" thick at Whole House
HIGH MASS Design - Verify Thermal Mass:
388 sqft Exposed Slab Floor, 3.50" thick at Exercise & Guest Suite
HERS Required Verification
Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC-
approved HERS -provider using CEC approved testing and/or verification methods and must be reported on the CF -4R plan Field
installation certificate.
Run.1nitiation Time,• 02/15/07 04:37:0 Run Code: 1171543040.
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206 Page:8 of 13
Mandatory Measures .Summary: Residential (Page 1 'of 2) MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance
requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit
documents, the features noted shall be consideredbyall parties as minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the
permit application documentation. N/A
Building Envelope Measures
§ 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling.
§ 150(b): Loose fill insulation manufacturer's labeled R -Value:
§ 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not
apply to exterior mass walls).
§ 150(d):, Minimum R-13 raised floor insulation in framed floors or equivalent U -factor.
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. closable metal or glass door covering the entire opening of the firebox
b. outside air intake with damper and control, flue damper and control
2. No continuous burning gas pilot lights allowed.
§ 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor
permeance rate no greater than 2.0 perm/inch.
§ 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include
CF -6R Form:
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limitair leakage.
2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain,
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
Space Conditioning, Water Heating and Plumbing System Measures
§ 110-13: HVAC, equipment, water heaters, showerheads and faucets certified by the EnergyCommission.
§ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or.ACCA.
§ 150(i): Setback thermostat on all applicable heating and/or cooling systems..
§ 1500): Water system pipe and tank insulation and cooling systems line insulation.
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be, externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external
insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value.
3. The following piping is insulated according to Table'150-A/B or Equation 150-A Insulation Thickness:
1. 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 shall be insulated to Table 1508.
2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and
indirect hot water tank shall be insulated to Table 150-B and Equation 150-A.
'4. Steam hydronic heating systems or hot water systems > 15 psi:, meet requirements of Table 123-A.
5. Insulation must be protected from,damage, including that due to sunlight, moisture,, equipment maintenance,
and wind.
6. Insulation for chilled water piping and refrigerant suction piping include sa vapor retardant or is enclosed
entirely in conditioned space.
7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation.
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206
ENFORCE -
DESIGNER MENT
❑ 0
❑ EK
X
1
0
❑ ❑. ❑
❑ 191 ❑
❑
0
❑
a
o
0
.❑
a '
❑
❑
a
❑
❑
IR
❑
❑
❑ ,
❑
❑
a
❑.
❑
❑
a
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
Page:9 of 13
Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent
compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated
into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory
measures whether they are shown elsewhere in the documents or on this checklist only.
DESCRIPTION Instructions: Check or initial applicable boxes when completed or check N/A if not
ENFORCE -
applicable.
N/A DESIGNER MENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§ 150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604,
❑ Q ❑
605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of
R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system
that meets the applicable requirements of UL 181, UL 181A, or UL 181 B 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.
2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than
❑ X❑ ❑
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.
3. 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.
4. Exhaust fan systems have back draft or automatic dampers.
❑ ® ❑
5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating
❑ ® ❑
dampers.
6. Protection of Insulation. 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.
7. Flexible ducts cannot have porous inner cores.
❑ ® ❑
§ 114: Pool and Spa Heating Systems and Equipment
1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the
❑ ❑ ❑
heater, weatherproof operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
❑ ❑ ❑
b. Cover for outdoor pools orbutdoor spas.
❑ ❑ ❑
3. Pool system has directional inlets and a circulation pump time switch.
❑ ❑ ❑
§ 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously
❑ ® ❑
burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)
§ 118 (i): Cool Roof material meets specified criteria
❑ ❑ ❑
Lighting Measures
§ 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table
❑ ® ❑
150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Watts or greater are
electric and have an output frequency no less than 20 kHz.
§ 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C,
❑ x❑ ❑
luminaire has factory installed HID ballast. ,
§ 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined
❑ AI ❑
in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires,
provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires.
§ 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires.
❑ 0 , ❑
OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d).
§ 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms,garages, laundry rooms, and utility rooms
shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are
❑ o ❑
controlled by an occupant sensor that complies with Section f1l9(d) that does not turn on automatically or have an
always on option.
§ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are
❑ ❑X ❑
certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals.
§ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the
❑ X❑ ❑
same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article
680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d).
§ 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147.
❑ ❑ ❑
Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146.
§ 150(k)B: 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 OR are controlled by occupant sensor(s) certified to comply with Section
119(d).
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206
Page: 10 of 13
Residential Kitchen -Lighting
Worksheet
WS -5R
Matthew and Roberta Jenkins ,
_ '
2/15/2007
Project Title
Date
At least 50% of the total rated wattage of permanently installed luminaires in kitchens must be in luminaires that are high efficacy luminaires
as defined in Table 150-C. Luminaires that are not high efficacy must be switched separately.
Kitchen Lighting Schedule. Provide the
following information for all luminaires to be installed in kitchens.
High Efficacy
Luminaire Type
High Efficacy? Watts Quantity Watts
Other Watts
(1) 2 ft U -Tube T8 Elec -
Yes X No 39.0 it 3 , =
117 or
P) 26w Compact Fluorescent Triple 4 Pin
lec
Yes X No 28.0 x 11 =
308 or
Yes No x =
or
Yes No x =
or
Yes No x =
or
Yes No x - =
or
Yes No x
-
or
Yes No x _
or'
'
Yes No x =
or
Yes Y No X. =
or
Yes No x =
or
Yes No x -
or
'
Yes No x =
or
Yes No x =
or
Yes No x =
Yes No x
or
'
=
or
Yes No x =
0r
Yes No x _ '
Yes No
or
x =
or
Yes No x -
or
Total A:
425 B:
0
COMPLIES IF A > B
YES R_ NO ❑
0
EnergyPro 4.3 by EnergySoft . User Number: 5732 Job Number: 14120206 Page: 11 of 13
•s .
1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Matthew and Roberta Jenkins 2/15/2007
SYSTEM NAME FLOOR AREA
HVAC System 3,558
ENGINEERING CHECKS 11SYSTEM LOAD
Number of Systems
2
Heating System
Output per System
0
Total Output (Btuh)
0
Output (Btuh/sgft)
0.0
Cooling System
Output per System
1
Total Output (Btuh)
2
Total Output (Tons)
0.0
Total Output (Btuh/sqft)
0.0
Total Output (sgft/Ton) 2
,348,000.0
Air System
CFM per System
0
Airflow (cfm)
0
Airflow (cfm/sgft)
0.00
Airflow (cfm/Ton)
0.0
Outside Air (%)
0.0
Outside Air (cfm/sgft)
0.00
Note: values above given at ARI conditions
9A-
26.0 of
>---O
Outside Air
0 cfm
70.0 of
111.0 / 77.6 of
310�
Outside Air
0 cfm
78.0/62.2 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
COIL HTG. PEAK
CFM
Sensible
Latent
CFM
I Sensible
3,394
83,069
4,864
1,641
69,839
0
16,697
10,004
0
0
0
0
0
0
0
0
0
16,6971
10,004
116,463 4.86
4 89,848
Default FAU/AC 1984 - 1991 2 0 0
Total Adjusted System Output2 0 0
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK i Aug 2 pm I Jan 12 am
HROMETRICS (Airstream Tem
70.0 of 0 110.0 of
Heating Coil
h Return Air Ducts `{
at Time of Coolin
78.0/62.3OF . 55.0/53.7OF
Cooling Coil
1% Return Air Ducts `i
Supply Air Ducts
110.0 of
ROOMS
70.0 of
Supply Air Ducts
55.0 / 53.7 of
41.2% R.H. ROOMS
78.0 / 62.2 of
EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: lg12O2O6 Paae:12 of 13 1
pp-
1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
PROJECT NAME DATE
Matthew and Roberta Jenkins 2/15/2007
SYSTEM NAME FLOOR AREA
HVAC Exercise & Guest Suite 388
EERING C
Number of Systems
1
Heating System
Output per System
56,000
Total Output (Btuh)
56,000
Output (Btuh/sgft)
144.3
Cooling System
Output per System
16,900
Total Output (Btuh)
16,900
Total Output (Tons)
1.4
Total Output (Btuh/sgft)
43.6
Total Output (sgft/Ton)
275.5
Air System
CFM per System
595
Airflow (cfm)
595
Airflow (cfm/sgft)
1.53
Airflow (cfmrTon)
422.5
Outside Air (%)
0.0
Outside Air (cfm/sqft)
0.00
Note: values above given at ARI conditions
26.0 of 68.0 of
Outside Air
0 cfm
Supply Fan
595 cfm
68.0 of
11.0 / 77.6 of
310
Outside Air
0 cfm
80.7/64.7 of
Total Room Loads
Return Vented Lighting
Return Air Ducts
Return Fan
Ventilation
Supply Fan
Supply Air Ducts
TOTAL SYSTEM LOAD
COIL COOLING PEAK
[COIL HTG. PEAK
CFM
ISensiblel
Latent
CFM
I Sensible
566
10,873
800
109
9,836
0
1,691
1,262
0
0
0
0
0
0
0
0
0
1,691
1,262
14,2 800 12,360
Carrier 58MTB60-12 CNP 38HD 1.5 T 14,816 202 56,000
Total Adjusted System Output 14,816 202 56,000
(Adjusted for Peak Design Conditions)
TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am
68.0 of ® 156.4 of
Heating Coil
80.7/64.7OF 80.7/64.7OF
at Time of Heati
�% Return Air Ducts 4
res at Time of Coolin
57.3 / 56.0 of
Supply Fan Cooling Coil
595 cfm
h Return Air Ducts `S
Supply Air Ducts
154.5 of
ROOMS
70.0 of
Supply Air Ducts
59.9 / 57.0 of
46.2% R.H. ROOMS
78.0 / 63.8 OF
1 EnergyPro 4.3 by EnergySoft User Number: 5732 Job Number: Ig120206 Page:13 of 13 1
CALCULATIONSi'"oF 24
t
A CUSTOM ADDITION FOR:
SMR. & -MRS. JENKINS; 2/13/07
STRUCTURAL CALCULATIONS
A CUSTOM ADDITION
LDATE
�pE T. FOR: .1
C S76
CTiON
APPR
ONSTRu
0.BY
R. & MRS. JENKINS
LA •QUINTA, CA-1-VORNIA r ,
CHARLES D. GARLAND, ARCHITECT. } .
LICENSE NO. 11991 EXP 10/31/07 _
EFRAIN F. CARDENAS D.AMR
• ��c� sU.q9�2 � FES 2 i,
No C1199� ev
10/3112007
'-pip GATE t � - � ,• . ' ..
• • . .. sr�TF OF F -
07
• h 1
CALCULATIONS.3
OF 24
A CUSTOM ADDITION FOR:,.
MR. & MRS. JENKINS
=2i13i07�
LOADS..
ROOF
EXTERIOR WALLS
PSF
"' PSF
WOOD STUDS = 2
TILE =
9
1/2" GYP BD.:= 2
SHEATHING = '
. 1
;. 7/8", STUCCO = ;,10
• "
RAFTERS =,
2
i = INSULATION=.
INSULATION =
1
:
GYP. BD. _
6
. D-L.= 15 PSF
>'
D. L =
19
AIN
`
L= ...
. L
16.
,
TOTAL LOAD =
35
PSF -:
a.
INTERIOR WALLS :
,
PSF
,
WOOD STUDS = 2
r.
1/2 GYRBDISIDES = 3
INSULATION = ' 2
D:L-= 7 PSF
q
1
+ F
CALCULATIONS
• a�
4 of 24
- R
A CUSTOM ADDITION FOR:
MR. & MRS. JENKINS ,2i13i07
BEAM DESIGN
HDR 1
`
DOUGLAS FIR -LARCH No 1= Fb = 1000 psi
SPAN = 4.0 ft+ '`
' Fv = 95 psi
TRIB. AREA= • 8.0 ft
_ E= 1700000 psi
Load •Factor Co = 1.25. -
R -Wet. Service Factor Cm= 1.00
D.L = 19.0 lb/ft",
Temperature Factor Ct =_ 1.00
Ll = 16.0 Ib/ft
Size Factor CF = 1.00
TOTAL 35.0 Ib/ft
Repetitive m. Fact. Cr = 1.00
Incising Factor Ci = 1.00
-
Shear stress Factor CH = 1.00 W = '280.0 Ib/ft
M=WxLZ/8
• • _ 280 lb/ft
-
M—= 560.0 ft -Ib ' -
M= 6720 in -Ib
E 4.00n
V=WxL/2'� +
BENDING
V= "560 Ib '
F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
„ . F'b = 1250 psi `
'USE ..:
Req'd S = M /'F'b S=,
. 5.38 in^3 4 X 8 Area = 25.4' in^2
f b = M/S 'Section=' 30.7 in^3
. ALLOW F'b =
ACT. f b = Moment of Inertia= 111 in^4
1250 psi
> 219.2 psi OK
- SHEAR
' F'v = Fv(CD)(CM)(Ct)(CH) a
f v = 1.5 V / A ..,.
F'v = • 119 psi
> f v = 33.10 psi OK r
DEFLECTION ^
5WL L^4 = - 0.01 in
_.
384'E' I
OK
E'= E (CM)(Cy)(CI)
1700000 psi
r
_ BEAM 4X 8,
d max = L' / 240 - 'f 0.20
in
r, a
+
,
' l CALCULATIONS
5 OF 24 .
A CUSTOM ADDITION FOR:
MR. &,MRS. JENKINS 2i13i07
BEAM DESIGN
HDR 1
DOUGLAS FIR-LARCH No 1= Fb = 1000`
psi.
.,
` SPAN = 9.0 ,ft FV = 95 psi
TRIG. AREA = 14.0 ,ft E = 1700000 psi'
Load Factor Co = 1.25
Wet. Service Factor CM = • 1.00
D.L =_ 19.0 Ib/ft Temperature Factor Ct = 1:00
Ll = 16.0 Ib/ft Size Factor CF _ . ' 1.00
• TOTAL. 35.0 Ib/ft 4 Repetitive m. Fact. Cr =' 1.00
Incising Factor Ci = 1.00 -
Shear stress. Factor C. _ 1.00 W = ''490.0 Ib/ft
-�
M=WxL2/8
`
dso ib/ftM= 4961.3 ft-Ib
M= . 59535 in-Ib
e 9.00 a V= W x L/ 2
BENDING V= 2205 lb
F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
t F'b = 1250 psi USE
Req'd S = M % F'b .' S= 47.63 in^3 4 X 12 Area = 39.4 in^2`
f b = M/S Section= 73.8 in^3
ALLOW. F'b = ' ACT. f b_ _ Moment of Inertia= 415 in^4
'
1250 psi { > 806'.4 psi OK
r SHEAR �• },
F'v, = Fv(CD)(CM)(Ct)(CH) f v=•..1.5 V / A
F;v = 119�psi > f v 83.99 psi OK -
r
DEFLECTION
5WL L^4 0.1 in . .
t
384 E' I OK
`
E'= E (CM)(C)(C) 1700000 psi ' ` -
• BEAM 4 X 12
dmax= L/240'= 0.45 in
t
,
'CALCULATIONS .
' 6OF24
CUSTOM ADDITION FORM:``
`& MRS. JENKINS � ,_ 2/13/07
' MR.
:;.
{ ,
` . BEAM DESIGN
BEAM , 1
" SPAN = 16.50 ft •, .' ..
y
' dist. (a)= 8.00 ft DOUGLAS FIR -LARCH No 1= • Fb = ^ 1000,. PSI .-; '
- dist (b)= . 8.50 ft ' ` , Fv = 95,.., psi
' E = 1700000 psi . .
P= 4410 Lb LOAD FACTOR Co = 1.25-
.25•Wet.
Wet.Service factor- CM = 1.00
D.L _ 19.0 Ib/ft ' + Temperature factor Ct = 1.00
L.L. 16.0 Ib/ft Size factor CF =,1.00
c.
TOTAL 35.00 Ib/ft Repetitive m. Fact. Cr = 1.00
ti _ g
• TRIB.AREA - 4; ft Incising Factor Ci='1:00 • •
'
_
t Shear stress Factor CI,. = -1.00
P= 4410 Ib W = 140.000 Vft
r
a� b` M=WxLZ%B+Pab/I. '
s �
. - • �— s sM = 22938.9 ft -Ib
"
,• ; ••
? 140 lb/ft _
M_ 275267 in -lb
J•
1.
s R1- f ,. , R2= T V= R1= W L /2'+ Pb/L
�. lsso a'.: R 1= 3426.82 Ib
BENDING , .:. V, R2= W L /2 * Pal
;
F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci) : t' • } R2= , 3293.18
Fb = 1250,psi
` USE '
+. Req•d'S.= M /'F'bf S= 220:21 in^3. 6 X 18 ' Area = 96.25 in ^2•
" Section= 280.7 in^3
"* ,t
f b = M/S Inertia 2456 i6A4
` F'b = . 1250 psi > f b = 980.6 psi OK
N
• l
SHEAR
F•v = FV(CD)(CM)(Ct)(CH) 'f v'= 1.5. V / A R= 3426.82
F'v = 119 psi > 'f v = 53.40 psi OK..
A
DEFLECTION
5 L^4 + Pa^2 b^2 = 0.2264 ' E'=` E (CM)(Ct)(C 1700000 psi
ti
' ,384E'I `, 3EIL
. - 2410.83
max L / in - OK
` "• BEAM 6 X 18 .
or �.•
2.0 PARALLAM 5 1/4"X 16"
-
CALCULATIONS
-
7 OF 24
A CUSTOM,ADDITION FOR:' - -
y
MR. & MRS. JENKINS 2/13/07 '
BEAM DESIGN
•
BEAM: 1
SPAN = 12.00 ft
.,dist. (a)= 5.50 ft �:
DOUGLAS.FIR-LARCH No 1= Fb = .•1000 • psi ,
' dist (b)= 6.50 ft ,
: Fv = 95 psi S
'
E= 1700000 psi
P=•' 1850 Lb
'LOAD FACTOR Co = 1:25
Wet. Service factor CM = 1.00
D.L 19.0. Ib/ft
Temperature factor Ct = 1.00 "
L.L. 16.0 Ib/ft
Size factor CF = -1.00
TOTAL 35.00 Ib/ft '
Repetitive m. Fact. Cr = 1.00
TRIB.AREA = 5 ft
Incising Factor Ci = 1.00
'
Shear stress Factor C. = 1.00 r
P= 1850, 1bW
= .175.000 Ib/ft '
a
b R ;. M= W x Ll / 8+ Pab/I
— ss 1.
,
�r65 = ,.> M = 8661:5 ft -Ib .y.
"51bfl M1_ 103938 in71b
R1= t
R2=1 " V=R1= W L/2+Pb/L,.
12.00 fl
, - •R1'= 2052.08 Ib -
-
.BENDING " 11 :
_
V= R2= W L /2 + Pal,
.. F•b=,Fbx(CD.)(CM)(Ct)(CF)(Cr)(Ci) R2= 1897.92 r • . '
F•b = 1250 psi.
'
USE 4
.,Req' d S = M./ F'b S=
83.15 in13 6'X+ 12 Area = 63.25 in^2 "
.
Sectio'n', 121.2 in13"
f 6 = M/S Inertia= • 697.1 in^4
F•b = 1250.psi
> f b = 857.6 psi OK
SHEAR
,
„ ' F•v = Fv(CD)(CM)(Ct)(CH)
f v = 1.5 V / A R= 2052.08
F'v = 119 psi
> f,v = 48.67 psi . OK
DEFLECTION
,
5WLL^4 + Pa^2 b^2 =
0.1647 E'= E'(CM)(Ct)(C 1700000 psi '
384 E•1 r'3EIL
�'OK
d max = L / 2410.60
in
'
BEAM 6X 12
4
k
' CALCULATIONS
8 OF 24
Y A CUSTOM ADDITION FOR:
MR. & MRS. JENKINS . ' 2ii 3ro7
COLUMN DESIGN .�
Column
DOUGLAS FIR -LARCH No 2= Fc = 625 psi
le = 8.0 ft E = 1600000 psi
LOAD 3200 Ib' Load Factor Co = 1.25
Wet. Sery Factor CM = 1'.00
TOTAL 3200.0 Ib Bucking Stiffeners Ct = 1:00 • f
P Size Factor CF = 1.00
Incising Factor Ci = 1.00 `
Kce = 0.30
' Buckling and Crushing Interaction c= 0.80 F
Fc* = Fc(CD)(CM)(Ct)(CF)(Cr)(CI)
8.001' Fc* = 781.25 psi
w USE
Euler Critical Buckling Stress for Columns 4 X 6' Area = 19.3 in12
, d = 3.5 in
Foe = Kce E _ 638.0208 psi r
• (le / d)12 ' '
Column Stability Factor Cp= ,
CP = 1 + Fce /Fc* — 1 + FCE/Fe* ^2 . — Fce/ Fc -
2c C 2c ) '
Cp = 0.6174
F'c'= Fc (CP)(CD)(CM)(Ct)(CF)(Cr)(Ci) '
F'c = 482 psi.
P = F'c *A = 9285.17 OK P = 3200.0
COLUMN 4 X 6 . ',
CALCULATIONS t5
„
9 OF 24
A CUSTOM ADDITION FOR:
D
MR. &-MRS. JENK INS 2/13/17
LATERAL FORCE ANALYSIS, ,
W -I N D:
80, mph Exposure C
P = Ce Cq qs Iw
Ce =, 1.06
O'-15.
Cq = 1.30
qs = 16.4
Iw = 1.00
'P= 22.60
PSF
WIND LOAD=
225.992 # ft ,
SEISMIC
ZONE:4
SOIL PROFILE TYPE ASSUMED: `S.D:
SEISMIC SOURSE
TYPE: ` -A '
DISTANCE TO SEISMIC SOURSE : 10 KM R
Na=A 1.0
I= 9.0 '
Nv = '1.2
Ca = 0.44
Z = 0.4
R. = 5.5
Cv = 0.8.
V=?2.5Ca IW/R.==,
0.20 W • (30-5),
• V'= Cv I W / R T=:
0.18.W (30-4)
V = 0.11 Ca I W=
0.05 W (30-6)
V = 0.8 Z Nv I W/R =
`,'0.07 W (30-7) , • `
V=
a
0.20 W
�
r
• •a1 {
. N ,
'a_v
r ..CALCULATIONS,"
10 OF,.24- {
,,-,A • CUSTOM ADDITIONYOR:
J' [> MR: &MRS. JENKINS ' 2/13/07
f
n
; n ,
L '
UNIFORM BUILDING` CODE
F1997
•MAPS OF KNOWN ACTIVtAULT
=
•-_ '
u7..
'NEAR'SOURCE•ZONE IN CALIFORNIA
• Contour's`of closest hor`izontal'distance•to knownwseismic
_ sources,
••
} %�
•
�yv .
L
•• `, t .
'S
}•v k,
�Q
r }.
�,p
Im Desert' rV 1 ;
`Fl
' - r 4f , • 'f iP ° 11• .'.
e
• ' -
, \ , fit. , w .
_
\ y
i �• - '', �
. a•
- w , air�S` ` \ +• i' Uj
. \`,.
t ,� !" ,'� ,fit` ..p• ,. ♦ .
'
-
[. ,' . ♦ „3� ° ,;:,� �}
.: „ _ ,r'{fit • •,a � a t'r t � a
..
..
.. t• F
,
11 Jrt
r1
t. +i .
a
4a ;
Y t• Y.
k t'�s
a •,4'
L
•
Y jai ..t s^ ..
..r I _ i.. �• .. •, ..
r .yT• ,.-H, a, r`ri'.ay .,. •• ` r �'
a.�. °ci
fff ,. ta[♦.. ..S - �' ri
r
,•♦t'tr
4.7
`r.
3 { l.'
• - vet}'!- � i ♦
-
•
.. ' `� 1.
t�` �
• �
1' . 1 - "•' ,
fid'* �.. IL
V
� Il• '• i. � •` - ?.
+• °
f
. ' � '+ - '
•
T • a ..
� � i
+
IL
. y - • - .. -
CALCULATIONS
11 OF 24'.
A CUSTOM ADDITION FOR:
` MR. & MRS. ANKINS
2i13i07 .
SEISMIC (CONTINUED)
D. L. -
ROOF '19 ' psi, f
: EXT. WALLS 15 psi.
,
• SEISMIC, V,= •0.24. WALL HT = , loft
;
DIAPH=30X26 R.
TRANSVERSEL LONGITUDINAL
,
WORST 26 FT WORST 30 FT
f ;
' ROOF = 494 ROOF= 570
" 2 Walls = 150 '2 Walls = 150
644 { - 720
X' 0.24 • X 0.24
155 # ft (MAX) 173 #.ft
(MAX)
SEISMIC :x 173PLF,< 225.99 = WIND
W= 226
Q
T=C = WLA2 / 8b L= 30' _ -977.8846
,
F
B= 26
r
NAIL =;TABLE 23 -III -C-2
TOTAL NAIL= LOAD /NAIL= 5.21 '
PROVIDE (8,PAIR) 16 d COMMON
@ E.A 4'-0" SPACE @ TOP CHORDS
ij
r
a
,
•
CALCULATIONS �k
12 0E 24
•
^.;" A CUSTOM- ADDITION FOR:
:
r
t
-
MR. & MRS. JENKINS
2i16io?
SHEAR WALL REQUIREMENTS
FT
ROOF D.L. = 19
WALL HT,1 = 9
WALLS D.L. = 15
UPLIFT FORMULA:
F
"'
(Vh-(2/3 (wb L^2/2)+(WWU2)))/ L
FIRST FLOOR
r -
'
WALL
LAT.FORCE
TRIB. AREA
TOTAL FORCE
TOTAL
RESIST,WAL
SHEAR FORCE
.. LOAD (V)
UPLIFT. FORCI
SHEAR WALL
HOLDOWN
SHEAR -
A35
STRUC
No.
PLF
Ft.
LB
WALL (Ft)
FT L
# / ft
WALL- SEG
#
TYPE
TYPE
MAX
E.A. BLOCK
NOTES
A 226
9
2034
4 2' 509 1017 4417
SM24X9
2
A -226
9
2034
4 '2- 509 1017' 4417 " '
SM24X9
2
• B •,226
7
1582+
r 4 2 396 791 3425
SM24X9
„2
B 226
7
1582
4 2 396 791 3425
SM24X9
,
2
C 226
14
3164
12,' 12 264 3164 2022 2
STHD14
1
1
D 226
6'
•
1356
4 2 339 678 2929
SM24X9
2
D 226
6
1356
4 2 339 678 2929
SM24X9
2
t
E 226
lot
2260
10.5" 10.5 215 2260 1491 1
STHD14
1
1 •`
F 226
9'
2034
10 10 203 2034 1213 1
STHD14
1
1
G 227
6,
1362
5 y 5 272 1362 2215 2
STHD14
1
H 228
14
3192
26 26 123 3192 99 - 1
L
1 ;
' UPLIFT FORMULA:
(Vh-(2/3 (wb L^2/2)+(WWU2)))/
J
L
RESIST,WAL
SHEARFORCE
UPLIFT. FORC
LOAD (V)
WALL
Vh
Wb. -
2/3(WbL"212)
_ WwL/2
(b)
FT L
# / ft
WALL-
SEG
No.
ft
#
„
2
509
1017 A 9153 171' X229 135
9
4417
2
L„
509
1017 , A 9153" 171 229 135
9 ' '
. 4417
2
396.'
791 B 7119 133 178 135
7
3425
2396
''
791.1 B 7119 133 178 135
7
3425
12
264
3164 C 28476 76 3666' 810 -
4
2022
2
339
678 D 6102' 114 153 '135.
6
2929
2
r
339
678 D 6102 114 153 135
6
2929
"
10.5
215
2260 E 20340 114 4210- 709
6
1491
10
203
2034 F 18306 171 5729 675
9
1213
5
272
1362 G 12258 114 955 338
6
2215
26
123
3192 H 28728 133 30119 - 1755
7
-99
1:
CALCULATIONS z
13 OF 24 a
A CUSTOM ADDITION FOR: -
MR. & MRS. JENKINS 2i13i07
y r
SHEAR WALL CONSTRUCTION
D1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD'
NAILS (1 5/8" x.086" DIAMETER w/ 9/32" HEADS) OR 5d COOLER NAILS (1? " x•.086" DIAMETER w/
15/64" HEADS) AT 7" O/C MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5/8"
DIAMETER x 10" LONG ANCHOR BOLTS (w/ 2" x 2" x 3/16" THICK PLATE WASHERS BETWEEN NUT
AND WOOD SILL). @ 6'-0" O/C MAX.
(ALLOWABLE LOAD: 50 'plf — PER UBC TABLE 25-1-1997.UBC) • r
D7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT
EACH STUD; SILL AND PLATE @'6" O/C MAX. w/ No. 11 x 1'/2' GALVANIZED NAILS WITH 7/16'
DIAMETER HEADS OR ATTACHED w/ No: 16 GAUGE STAPLES HAVING 7/8", LONG LEGS. ANCHOR"
w/ 5/8" DIAMETER x 10" LONG ANCHOR BOLTS 7" EMBED MIN (w/ 2" x 2" x 3/16" THICK PLATE"
WASHERS —SEISMIC ZONE 4 ,BETWEEN NUT -AND WOOD SILL) @ 48" O/C MAX. ,
(ALLOWABLE LOAD: 180 Of — PER UBC TABLE 25-1-1997 UBC)
„ THE -NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE'THE FOLLOWING°
IDENTICAL STRUCTURAL WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY)
• '' a '-r t ,
D3/8" CDX APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE
STUDS, WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO
THE LENGTH -OF THE STUDS, ALL, EDGES "OF EACH PANEL SUPPORTED ON STUDS, SILLS,
PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS:, 1
1 D8d COMMON NAILS @6" O/C AT ALL PANEL EDGES AND 8d COMMON -NAILS @ 12" O/C AT'
ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS AT 48" O/C.
(ALLOWABLE LOAD: 260 Of ' PER UBC TABLE 23-11-1-1; FOOT NOTE No. 4 - 1997 UBC)
'
CONSTRUCTION,,, NOTE(S)' 1 & 2 APPLY (NOTES 3, 4' AND 6 APPLY ONLY WHEN': .
DIAPHRAGM AT BOTH SIDES OF ;
2 D8d COMMON NAILS @�4" O/C AT ALL -PANEL EDGES AND A8d COMMON NAILS @ 12" -O/C AT
' ALL FIELDS. ANCHOR WITH 5/8" DIAMETER ANCHOR BOLTS. -AT 32" O/C.'
(ALLOWABLE, LOAD: 349 Of PER UBC TABLE 23 -II -1-1; FOOTNOTE No. 4— 1997 UBC)
CONSTRUCTION NOTE(S). 1'& 2 APPLY NO 3, 4, SAND 6 APPLY WHEN DIAPHRAGM-'
w AT BOTH SIDES); z, ^
•3 D8d'COMMOWNAILS @ 3" O/C AT ALL PANEL EDGES AND 8d COMMON NAILS @r12" O/C AT
ALL FIELDS. ANCHOR WITH'/4' DIAMETER BY 12" LONG ANCHOR BOLTS AT 32" O/C.,
(ALLOWABLE LOAD: 490 Of— PER UBC TABLE 23 -II -1 -1; -FOOT NOTE No. 4- 1.997 UBC)
CONSTRUCTION NOTE(S) 1, 2, 3 & 6 APPLY (NOTES 4 & 5 APPLY,WHEN DIAPHRAGM AT ,
BOTH SIDES)
_ t
CALCULATIONS 14 of 24
A CUSTOM ADDITION FOR:.
MR. & MRS. JENKINS 2/13/07
4 0"15/32" STRUCT._ I APA PLYWOOD OR 15/32" ORIENTED STRAND BOARD (OSB) APPLIED
DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS PARALLEL OR
PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, SILLS,
PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 8d COMMON NAILS @ 2'/s"
O/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH
DIAMETER ANCHOR BOLTS AT 16" O/C. —STATE EMBED DISTANCE 7" MIN
(ALLOWABLE LOAD: 730 pIf — PER UBC TABLE 23 -II -1-1 —1997 UBC)
CONSTRUCTION NOTE(S) 1, 2, 3, & 6 APPLY (4 AND 5 APPLY WHEN DIAPHRAGM AT
BOTH SIDES)
CONSTRUCTION NOTES:
1 SEISMIC ZONE 4: 2" x 2" x 3/16" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL
ANCHOR BOLT NUTS AND THE WOOD SILL.
2 SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS.
3 ' EDGE NAILING AT•ABUTTING PANEL.EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL -
BE APPLIED TO 3x OR WIDER STUDS.
4 APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A
SHEAR WALL AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE ,
LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE
FACE.
5 STRUCTURAL WOOD PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND
WITH EDGE NAILING LESS THAN 6" O/C SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE
OFFSET ONE STUD SPACE FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) -
6 ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 plf SHALL BE
PROVIDED WITH 3x P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER
PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE (ALL ANCHOR BOLTS SHALL BE SET 7"
INTO CONCRETE)
7 WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE
FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A
MINIMUM LENGTH OF 14", SETTING THEM A MINIMUM OF 4" INTO THE TOP OF THE
FOUNDATIONS BEFORE POURING THE SLAB.
8 ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE
INSERTS SHALL BE SECURELY HELD IN'PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR
TO REQUESTING FOUNDATION INSPECTION, DURING INSPECTION AND DURING ACTUAL
POURING OF CONCRETE.
9 ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT PLUMB . PRIOR TO THE
CONCRETE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE
HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OF A
PORTION OF THE SLAB AND FOUNDATION BY THE ARCHITECT OR STRUCTURAL DESIGNER
OF RECORD AS HE DEEMS NECESSARY, IT'S REMOVAL AND REPOURING OF. THAT PORTION
OF THE CONCRETE.
10 HOLDOWN STRAP HOOKS SHALL BE STABILIZED DURING THE CONCRETE POUR IN ORDER TO
ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION.
1 1 ATTACHMENT OF A .3x.SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE
USE OF SIMPSON SDS %x6 WOOD SCREWS AT 3" o/c.
12 ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE
USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION.
t CALCULATIONS " y 1'5,0F 24
' t A CUSTOM�•ADDITION FOR:-,
- : •' �; `'� �� `, ,F,,t -.� �. •..2/13/07,
MR. & MRS.`JENKINS� �f, , ,•
DERIVE GRADE BEAM'
ASSUME_ _ 2500'asi CONC. tLAT .4
LOAD • Y . i i `. • � ., ,. � •
1#4 ►� ,..'
�� �► ` '.TOP & BOTT
LOT # r LOT i y �,.f v '.
M= OF (WALL LENGTH/2) CHECK OT MOMENT•@ END OF GR. BEAM`
M= 3425
` r Mot.> M= _ 3.43 fl kip
16
} • w, d= : 24 Mot= PSN (b)(LOT)^2 "@� b .16
}
_j 0.9 2 @,: PSN- 1000' • r. • t.
o k= 0.32' f ' • = :'.. }
• r ' s f`
LOT=.-. R 2M'(1000#/KIP)
ASSUME : 1 #4 "@" TOP & BOTT PSN (b) • x `
F'C= 0.45 ( FC)= 11125 PSI = } ,, _ , . a • ,.
T
FS= 20000 PSI • ' LOT=+:'0.72�ft ', 1
.R= FC KJ/2= 146
62• `� i +'
bd^2= M/R='d M/BR= 4 3.98;
" d min 3.98
CHECK STEEL @ d
'As= 0.109AS < 0.196 _ '1 # 4 OK 1 ,.
+ ;,.
•%' t ' �� - . _. � . ". •� it r. r,
r 'F
CALCULATIONS `46
'r
y
OF 24 '
A
CUSTOM ADDITION F
r
OR:
MR.-& MRS. JENKINS
2i13/0, ,
DERIVE GRADE BEAM',
} ASSUME = 2500 Psi
�-
coNc _ <.
"
�` . �} •1111 M1. ��• e
4 _ 44
., - a .. } \` �
f,E
'.
r
.LOAD - �
-
•
'
-
TOP &rBOTT.
_ ., i
�+.
LOQ-
TLOT_
-. * `' �.
i'{
ti+- it ,
M'=,OF (WALL LENGTH/2)
• r.,
CHECK OT MOMENT
,
•! '
a @,END OFGR. BEAM
M= 4417 ; -
I . „ i -0.
-. • ;..
-
,Mot.> M= 4.42'fl kipy.
d=} 24 ;
-Mot= PSN (b)(LOT)^2`,,- l " i, ' "@{ b = 16 `
I
1= 0 g'
; 2 @r` PSN=' 1000
k .0.32 ..
•, r
a
LOT= .2M (1000#/KIP);
J'
r
,ASSUME: 1 #4 "@" TOP & BOTT
x K PSN (b)'.
F'C= 0.45 ('FC)= 1125 PSI..
`LOT=
' FS= 20000 PSI , ,
�• �F," 0.81 ft',
R='162 KJ/2=_ 162. o
i•�` h
n
bd^2= M/R='d M/BR ,"4.52
•;d min ..4.52 i•
CHECK STEEL @ d
x F r, , . •
�'
AS= M/j dfs
As= 0.140
AS�< 0:196 = 1 #4; OK
-
t