11-0042 (RER)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
rAppli—ca tion Number: "1I'=00000042
Prmoperty A' dre s' 52'70.0 AVENIDA RUBIO,.
APN: 773-283-025-13 -000000-
Application description: REMODEL - RESIDENTIAL
Property Zoning: ' COVE RESIDENTIAL
Application valuation: 2000
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Engineer:
dwiV�R e-vh! G�i�ra L
LICENSED CONTRACTOR'S DECLARATION
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 Business and Professionals.Code, and my License is in full force and effect.
License Class,.,. License No:: -
DateContractor:
+ '+- OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec: 7031:5, Business and Professions Code: Any city or county that requires a permit to
construct, alter; improve, demolish, or repair any structure, prior to its issuance, also requires'the applicant for the
permit,to file a signed'statement that he of she is licensed pursuant to.the,piovisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 ofthe 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 p&mit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001.:
1 O 1, as owner of the property, or my employees with wages as their sole compensation, will do.the work, and
the structure is'not intended or offered for sale (Sec. 7044, Business and Professions Code: 'The .
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who'does the work himself or herself through his or her own,employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build -or
improve for the purpose of sale.).
(_ 1 1, 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(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. B.&P.C. for this reason
Date:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPER1N7IT
Owner:
FISHER CARL T. LIVING
PO BOX 408
PALM SPRINGS, CA 922E
Other struct info:
TRUST
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/24/11
Contractor:
Owner--
C�'i�'�?ar e� Ui,14TA
DITION 2010 ''
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of.consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. - -
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers'.compensation
insurance Carrier and policy number are:
Carrier - - - - - - - - .-------- '- - - - - -- Policy Number -
I .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 should become subject to the.workers' compensation provisions of Section
3700�of't6 Labor Code, I -shall forthwith com I wrtli'those provisions.
. e: Z 2 b Applicant: C
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (S 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.perfornied 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 applicationbecomes null and void if work isnot commenced
within, 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of th unty to enter upon the above-mentioned pro
pe or inspect,.
,r a 3 tfyrSignature (Applicant or'Agent):
LQPERMIT
Application Number .
. . . . 11-00000042
Permit . . .
BUILDING PERMIT
Additional desc .
Permit Fee . . . .
45.00
Plan Check Fee
29.25
Issue Date . . . .
Valuation . . .
. 2000
Expiration Date
8/23/11
Qty Unit Charge
Per
Extension
BASE
.FEE
15.00
15.00 2.0000
----------------------------------------------------------------------------
HND BLDG
501-2,000
30.00
Permit 'ELECT
- ADD/ALT/REM
Additional desc .
_Permit Fee
44.40
Plan Check Fee
11.10
Issue Date . .
Valuation . . .
. 0
Expiration Date
8/23/11
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
20.00 .7500
PER ELEC'DEVICE/F.IXTURE
1ST 20
15.00
32.00. .4500
EA ELEC
DEVICE/FIXTURE >20
14.40 "
Permit . . .
MECHANICAL
Additional.desc ..
Permit Fee . . . .
37:00
Plan Check Fee
9.25
Issue Date
Valuation.
0
Expiration Date
8/23/11
Qty Unit Charge
Per
Extension
BASE
FEE
15.00
2.00 4:5000
EA MECH.VENT
INST/ DUCT ALT
9.00
2:00 6.5000•EA
MECH
VENT FAN
13.00
Permit.
PLUMBING
Additional desc .
Permit Fee.. ..
27._00
Plan Check. Fee
6.75
Issue Date
Valuation
0
Expiration Date
.8/23/11
Qty Unit Charge
Per
Extension•
BASE
FEE.
15.00
2.00 6.0000
EA PLB FIXTURE
12.00
----------------------------------------------------------------------------
Special Notes and Comments
REMODEL TO EXISTING RESIDENCE:
REVISED
LQPERMIT
LQPERIN11T
Application Number
11-00000042
----------------------------------
Special Notes and Comments
------------------------------------------
INTERIOR WALLS BETWEEN LIVING AND
KIT/DINING, MASTER BEDROOM; NEW LIGHTING
AND RECEPTACLES PER PLAN.. 2010
CODES.
-----------------------------------------------------------------------------
Other Fees . . . . . . .
BLDG STDS ADMIN
(SB1473)
1.00
ENERGY REVIEW
FEE
2.93
STRONG MOTION
(SMI) - RES
.50
Fee summary Charged
Paid
Credited
Due
----------------- -- ------
------------------
--
-------
Permit Fee Total 153.40
.00
.00
153.4.0
Plan -Check Total 56.35
.00
.0.0
56:35
Other Fee.Total 4.43
'.00
.00
4,.43
Grand Total- 214.:18
..00
.00
214.18
LQPERIN11T
"T 1, k, -IT I -
i—rd 54"—U,
z / -e r2,,.
City of 6 Qwnta
Building 8r -Safety Division
P.O. Box 1504, 78-495 Calle Tampico.
La Quinta, CA 92253 - (760) 777-7012
-Buildin g Permit Application and Tracking Sheet
Permit #
41
Project Address: 52700 i-\vENt-t>A
Owner's Name: C,4oTZL
A. P. Number: -7-7-2.) - -28 S - 0Z5-
Address:
Legal Description: Truce 17 r- LG Li LTY, 12-1 1 Z
City, ST, Zip: -PPIL^
Contractor:Telephone:
(
Address:
. Project -Description:
City, ST, Zip.:
Telephone:
vJ S17
State Lic. # City Lic.
Arch.,(In r' Designer: __t2S A, Le A-) fkA,, C2 -
Address:
City., ST, Zip: It- <-A q227C
Telephone: (71�.P) 3LA-3 -00'f S1
State Lic. _25 O�,(
Construction T pe: -I?c-Occupancy:
Prpject type (circle one): New Demo
Add'n
Name of Contact Person:(2kq(-f—
Sq. Ft.: t k S . 2_
# Stories:-
# Units:
Telephone # of Contact Person: 37 -
Estimated Value of Project:
APPLICANT: DO NOT. -WRITE . BELOW. THIS LINE
N
Submittal
Req'd.
Recd
y. TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted .
Itern�".
Amon . nt
Structural Calcs.
Reviewed, ready for o rection)s
Z.
Plan Check Deposit
Truss Calcs.
Called Contact Person
2
PlawCheck Balance.,
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mech6cal
Grading plan
V Review, ready for correctionsue
is )
S-
114
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, iew, ready for corrections/issue
Developer evelbper Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks; Appr
.Date of permit issue
School Fees
Total Permit Fees
i—rd 54"—U,
z / -e r2,,.
T.O.Box -1.504
LA QtJ[N*TA* CALIFORNIA,92247-1504 BUILDING & SAFETY DEPARTMENT
78-495 CA(LE TAmpic . o (760) 777-7012
LA QUINTA, CALIFORNIA 92253 FAX (760) 777 -7011
OWNER'S PACKAGE
PROPERTY:
Disclosures & Fo'rms for -Own* er-'Bitild Permits
ers Applying for Constructian
WPORLOV NQIICE W_ PRQPWTY, OWNER
Dear Property Owner
application for a building Permit has been submitted in your name listing. yourself as the builder of the property
improvements specifi,e0it
We are providing you with Owner -Builder .-Aclo6bwledgm t-and-Infoimatibn--Verificittioti Form to make you awarevf your
responsibilities'oand possible risk you
may mcur'by,110y"tigthis p4ermtvlssue d4dyOlur name as .the
Owner -Builder. .We'*M not issuehi d tialed.yo
a builhig.;0ermit-iiii -yo.whave:ire'a 14W ur understanding of each'ProvLsIon,
signed, and returned this• form to'us at' our dficial.a*ddress indicated. "'agent`bf 'the" owner carmot execute this-Motice
unless YOU, the property owner,' obtain the prior approval ofthe * permitting- authority.
DfREC7YONS.* Read and l`ndiateaich statiem
en(be o* w4ignify.you uri, erstand, or verify this information.
601. 1 understand .a frequent. practice of unlicensed person's is to have the property owner obtain an "Owner -Builder"
building permit that erroneously implies that the property IMP prope owner is providing his or her ownJabor and material pers6nally. 1, as
an Owner -Builder, may be held liable and. subject to serious. financial riskfor any injuries, sustained by an unlicensed person
and his or her employees while working on my- My homeowne . r's- insurance rovide coverage
e for those
property ance may not p .9
injunes-I am willfully acting as anOw'er -Builder. ind'am- aware of the limits of my insurance -coverage for injuries to workers
'on myroperty.
G2' 1 understand building - permits are not required.. to be signed by property owners unless they are responsible for the
cons truction and are not hirin. a licensed, Contractor to assume this responsibility..
g. po
d1371 understand as an "Owner -Builder" I am the responsible, partof record, on die,permit. I understand that'l may Protect
V
myself frorh potential financial risk by hiring a licensed- Contractor and having the permit filed in his or her name instead of my
own
I understand Contractors are required by law to be licensed and bonded in California and to list, their license'numbers on
permits and contracts.
L41 understand if I employ or otherwise engage any persons, other thin California licensed Contractors, and the total value.
of my construction is at least five hundred dollars- ($500), including labor and materials, -I may, be considered an "employer"
under 5ate and -federal' taw.
I'understand ifTarn considered an employer',undefstate; and, f6deral law, I must register with the state and federal
,government,. withhold payroll taxes prov ide moi -kers,, contribute to Unemployment
�ompensauon��di§.ability,iiisuran�e, and Cont
compensation for each "employee." I also underst4id my failure to abide by these laws.may *subject me to serious financial
risk.
71'understand under California Contractors'. State License -Law.'. Owner -Build who builds single-family residential
an Owner -Builder
structures cannot legally buildl..them with the .intent'to -':','sale, :unless work performed by licensed
wioffer them -for is p
subcontractors and the. number*,of 'structures. does not exceed four within any calendar year, or all of the work is performed
under contract with a licensed general building Contractor.. .
a, understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any
financial or personal. injuries sustainedby any subsequent owner(s) that result from any latent construction defects in the
:7hip
ormaterials.
nderstand I may obtain more information regarding my obligations as an ,employee, from the Internal Revenue
Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California
Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-
800-3 LB (2752) or www.cslb.ca.gov for more information about licensed contractors.
I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally and financially responsible for proposed construction activity at the following address:
agree that, as the party legally and financially responsible for this proposed construction activity,.I will abide by all
appli a laws and requirements that govern Owner -Builders as well as employers.
2. I agree to notify the issuer of this. form immediately of any additions; deletions, or changes to any of the information I
have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with
someone who does not have a license,. the Contractors' State License Board may be unable to assist you with any financial loss .
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also
important for you to: understand that if anunlicensed Contractor or employee of that individual or firm is injured while working
on your property, you may be held liable for daniages. If you obtain a permit as Owner -Builder and wish to hire Contractors,
You will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers'
compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned to
the agency responsible for issuitig,.dke.per-mit. Note: A copy of the•property owner's dkiver's.&-ensei form notari9ation, or
other verification acceptable to the agency is required to be presented when the permit is issued to verify the property
owner's signature. „ „ . �l
Signature of property owner ( / V i/ Date: 7- Z
Note: The following Authorization Form is required to be completed by the property owner only when designating
an agent of the property owner to apply for a construction permit for the Owner -Builder.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Notice to Property Owner, the execution of which: I understand is my personal responsibility, I hereby authorize
the following person(s) to act army agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder
Permit for my project:
Scope of Construction Project (or Description of Work):
Project Location or Address:
Name of Authorized Agent:
Address of Authorized Agent:
Tel No
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification
acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature..
Property Owner's Signature: Date:
u
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.'.4 30
T ►. _ Lis.. -.
7-;'!5,'1-M. to 5:30
di:.y�. :�i(t a.u�. to 5:00 pm. '.
�..--1l;}: Nmie
GiL; VeYili'nent Code Holidays: None
�_..� Ist - September 30th
131.::cD:iy - Friday: 6.00 a.m. to 7:00 p.m.
Say w,d+ly: 8:00 am. to 5.00 p.m.
Swiday: None
Government Code Holidays: None
Construction is I`,10T i"`ERMITTED
on the following Codc Holidays:
New Year's Day
Dr Marti ii Luther King Jr. Day
Pr°sident Is Day
fkm,orial Day
Independence Day
LauorDay
Vateran's Day
Thanksgiving Day = �;
Christmas Day
"AN ADEQUATELY SIZED DEBRI'S CONTAINER
IS REQUIRED ON THE JOB SITE DURING ALL
PHASES OF CONSTRUCTION AND MUST BE
EMPTIED AS NECESSARY FAILURE TO DO SLS
MAY CAUSE THE CITY TO HAVE THE CONTAINER
DUMPED AT THE EXPENSE OF THE OWNER/
CONTRACTOR."
A RE-INSPECTIOR Fn of $36
WILL BE CHARGED IF THE IiFPRM
:rPLANS AND 108 CAM ARE N% D ;;
w THE SITE fog A KNORES
If ik�
F- Na olr;�rlo
r�
VE
1
�I
Q FEB p 8 2 011
w BY:
N
�.I�I � l�•! l�.i�„6 C�N� �1��•� 1 " j l Otii
�i AO— W0194 SH -P,"
CuPeEi-NT 0 N I 7=0 12�
X
owl
I t�j
CITY OFL.A QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE 0 20" BY714 t3S
GO MI}
cow
�jc►s� f � ��
NEV
rE
DICATED CIRCUIF ; �
RELOCATEDTURF LAUNDRY
INTERIOR
PARTITIONS(� GLCH PERMH 0-1325)
AF K E (E.>
123' METALLIC
_ FLEX FuruNNE
ELECTRICAL FEED
50 AMP
a� DIST TO
~Nr�i ; As DHEA
J
Y
p PARTITION TO TRUSS Ctlt+NENfTi -1
TELECOMMUNICATIONS SYSTEMS
;I
72'AF1
P,J
LA NEW
INTP
4 P T
U
Ce.e�SEt t►-Tf'�Y
O6' CEILING MOUNTED SPEAKER
SO SG BOX WITH SPEAKER CONNECTIONS
Q LEGACY CAT. 2 IW CABLE (RELOCATED)
® (2) RJ45 W/CAT 5E CABLES
® (1) F CONNECTOR W/QUAD SHIELDED COAX
NOTE, NEW TELECOM CABLES INSTALLED PURSUANT TO
TIA STANDARD 570A REV. 2003
<E ffa
LIFE SAFETY SYSTEMS
G
CTR.
SPK
O
125' METALLIC
'Di
+44•AFF
-l'R l-42.
FIELD K)a-m ;
ova C-xldA. ANr
(E>Ti �� A `� n
GFIC +42 AFF +42 AFF +42 AFF
4 SO BOX
FUTURE
CHARGING
STATION
Cj^(ZA�S
NEW IN Dalt PARTTION&
INSTALL PRESSURE TREATED SOLE PLATE WITH 112'x4
NEW COLLECTM--r
BEAM (SEE ==wc SECURED TO TRUSSBt
ENGINEER'S SQ N17T LESS THAN 4'--0' O.C. (SEE DETAIL BELOW)
NOTES)
�Fg FRAMING FOR FUTURE FIREPLACE SHALL BE A HEADERED
1NIXG NOT GRETAER THAN 42, WITH HEARTH
AUDIO VISUAL
O O FRAMING
SPK FOR
i-1�,1 �G FUTURE
l FIRCPLA
iZCt�1 O
LINE POWERED SMOKE DETECTOR WITH THRID
INTERCONNECTING SIGNAL CONDUCTOR
NOTES,
ALL KITCHEN AND BATH CIRCUITS SHALL BE CONVERTED TO GFIC
BEDROOM OUTLETS SHALL TERMINATE ON ARC FAULT BREAKER AT MAIN PANNELBOARD
LIGHTING AND ELECTRICAL SYSTEMS
* 4' RECESSED FIXTURE
IC RATED
13 WATT CFL
6' RECESSED FEXTURE
IC RATED
26 WATT CFL
O 4' RECESSED FIXTURE
IC RATED
50 WATT INCAIOESCENT
ON DD64 MG CONTROL
4 FT. STRIP FDCfURE
TWIN 40 V TUBE
w 300 WATT LUTR7N DIMMER
SPST LIGHT SWITCH
CEILING M IJ NTED SG STEEL BOX W/ ME4A 5-M
RECESSED PVC FLOOR SOX WITH )ENA 5-210R
1, ,
LA —
CITY OF LA Q U 1 N i -A
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE . � BY -
f
o
72
�f
II
CITY OF LA Q U 1 N i -A
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE . � BY -
5,jp-p
RELOCATED
INTERI[lR
PARTITIGNS
A1,..►D A�i- C"P F-' i ►J'i � i ®ice rpt 1 V1 at -4C
NEW CaLLECTING—T
KAM (SEE
ENGINEER'S
i4DTES)
i
K-c:sD IT 1 o+. -N -s
STRUCTURAL ENHANCEMENT NOTES,
I. INSTAL 6'xIIE' TITEN ELILTS WITH SI -WSW BP -3
BEAR.M PLATE WASHERS 4'-0' O.C. DN PERRETE1R
OF DWELLM AND GARAGE
?. TrTEN BIILTS MTALLED IN PRESSURE TREATED SILL
SMALL BE HUT DIPPED GALVANIZED.
3. INTALL A-35 FRAKM AM54 RS AT TRUSS CONNECTfONS
M TIP PLATE ON EACH SIDE OF TRUSS, WERE ACCESSIBLE
IN DWELLING AND ON SM.RH GARAGE WALL AS SHOWN
NEV INTERIER PARTTFOKSJ
INSTALL PRESSURE TREATED SOLE PLATE WITH 1/2'x4•
WEDGE ANC1 OR$
DWIPLE TUP PLATE SECtWD TO TRUSSES WITH BLOCKING
PAST LETS THAN 4'-W [I.C. (SEE DETAIL BELOW)
FRAKING FM FUTURE FIREPLACE SHALL HE A HEADERED
OPENIMG NOT GRETAER TWA Q', WITM FRAMED }EARTH
E6'H X 16'W
NEW
INTERD]R FRAMING
F'
FUTURE
FEREPLACE
PARTITI[1P1 TO TRUSS CQRIECTD]N DETAIL
Ll lzl-
SIIUTI
GARAI
WALL
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY
J
r
sl
'0
J
I
PARTITI❑N TO TRUSS C❑NNECTI❑N DETAIL
SIMPS❑N STC
SIMPS❑N
LU -24
HANGER
MAINTAIN MINIMUM 1/2'
CLEARANCE BETWEEN TOP
OF PLATE AND BLOCK C❑NNECTI❑N
. B try �� LA
U1L fl1lVGSq ) IN TA
Ery DEPT
Fo PRaV�6
R CONSrRUCTICN
STRUCTURAL ENHANCEMENT NOTES,
I. INSTAL 6'x1/2' TITEN BOLTS WITH SIMPSON BP -3
BEARING PLATE WASHERS 4'-0' O.C. ON PERIMETER
OF DWELLING AND GARAGE
2. TITEN BOLTS INSTALLED IN PRESSURE TREATED SILL
_
SHALL BE HOT DIPPED GALVANIZED.
EXISTING FLOTIiNG
SUPPLEMENTAL FOOTING
1.2°X12'X36' tXTEilDED 1='RON
3. INTALL A-35 FRAMING ANCHORS AT TRUSS CONNECTIONS
SEE E�IGINEI=R'S
EXISITING PERI -METER
TO TOP PLATE ON EACH SIDE OF TRUSS, WHERE ACCESSIBLE
SUDNITTAI-FOR
FOOI"ING. SEE ENGINEER'S
IN DWELLING AND ON SOUTH GARAGE WALL AS SHOWN
LOAD CALCULATIONS
SLIBMIT 3 AL FOR --
CALCULATION "i
LOAD CALCULATIONS
CALCULATION
KITCHEN SIDE
--
PARTITION
LOAD DIST. PER
ENGINEER'S SUBMITTAL
NO FOOTING REQUIRED
C.ALCUI_ATION 'B'
I �
RECEIVED
FEB 2 4 2011
BY:
ow q0 _W ;PZ1
TC�I�i6a+�f -- I • � . %� J �
1
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.14 e,
W�WAO�Mpl""
Footing Design f 2007 California Building Code (05 NDS) I Ver: 7.01.14
-
By: Bob Alcumbrac, Alcumbrac Architects cm 02-07-2011 :6:07:58 PM
Project: NEW TRUSS BEARING FOOTING - Location: 52-700 AVENIDA RUBIO
Project: NEW TRUSS BEARING -Location:
Summary:
Summary:
3.5 IN x 7.251N x 4.0 FT /#1 - Douglas -Fir -Larch - Dry Use
By: 316.5% Controlling Factor: Section Modulus ! Depth Required 3.55 In
Footing Size: 1.0 FT x 3.0 FT x 12.00 IN
DLD=
D.01
F
IN
' Footing has been designed without reinforcement
LLD=0.01
TLD=
Q.02
IN = U6057
IN = U3159
Footing Loads:
Live Load:
PL=
1560
LB
Dead Load:
PD=
1421
LB
Total Load:
PT=
2981
LB
Ultimate Factored Load:
Pu=
4201
LB
Footing Properties:
RP=
4.
:12
Allowable Soil Bearing Pressure: I
Qs=
1250
PSF
Concrete Compressive Strength:C�
F c=
2500
PSI
Footing Size:
"T�
Width: - -
W=
1.0
FT
Length:
L=
3.0
FT
Depth:
Depth=
12.00
IN
EffectIve Concrete Depth:
d=
10.00
IN
Column and Baseplate Size:
LL2=
20.0
PSF
Column Type:
DL2=
(Wood)
PSF
Column Width:
m=
3.50
IN
Column Depth:
n=
3.50
IN
Bearing Calculations:
BSW=
6
PLF
Ultimate Bearing Pressure:
Qu=
994
PSF
Effective Allowable Soil Bearing Pressure:
Qe=
1100
PSF
Required Footing Area:
Areq=
2.71
SF
Area Provided:
A=
3.0
SF
Baseplate Bearing:
-WT=
498
PLF
Bearing Required:
Bearing=
4201
LB
Allowable Bearing:
Bearing -Allow=
33841
LB
Beam Shear Calculations (One Way Shear):
Fv=
180
PSI
Beam Shear:
Vul=
934
LS
Allowable Beam Shear:
vc1=
5200
LB
Punching Shear Calculations (Two way shear):
Critical Perimeler:
Bo=
24.00
IN
Punching Shear:
Vu2=
2626
LB
Allowable Punching Shear.
vc2=
20748
LB
Bending Calculations (LorM Direction):
M=
997
FT -LB
Factored Moment:
MuAbnq=
18905
IN -LB
Nominal Moment Strength:
MnAong=
32500
IN -LB
Bending Calculations (Short Direction):
Factored Moment:
Mu -short=
6302
IN -LB
Nominal Moment Strength:
Mn -short=
97500
IN -LB
aui�.vti� ov��
c-rtotA
roR co�s-rP�
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F�sw ��•E� lac = �Zi ob Av��.. iZ.� I_G?a«�-rA l-- CA, 42253
MSP A+w c r,2.vc�T" p,i_-�-,�2�,-� a�5, UPGRa�z►�S , A �"f�v.�S S U''.Uc ; NIA
PQ;FPAR9p 13 r , Cam 7 FIS"VZ.
VZ.
o n Bo>cjog , P���a SP,NC.
At?M' ?-13-2,$1- OILsJV
z � zN I�� s �p�•C+�Etsr Z J z
Roof Beaml 2007 California Building Code (05 NDS) 1 Ver: 7.01.14
Alcumbrac Architects on: 02-02-2011 : 2:30:06 PM
-
B1r- Bob Alcumbrac.
52700 AVENIDA RUBIO
Project: NEW TRUSS BEARING -Location:
Summary:
3.5 IN x 7.251N x 4.0 FT /#1 - Douglas -Fir -Larch - Dry Use
By: 316.5% Controlling Factor: Section Modulus ! Depth Required 3.55 In
Section Adequate
Deflections:
DLD=
D.01
F
IN
Dead Load: I
Live Load:
LLD=0.01
TLD=
Q.02
IN = U6057
IN = U3159
� �
Total Load: / �I
Reactions (Each End): i
Live Load:DL-Rxn=
LL-Rxn=
520
477 :
LB
LB
Dead Load:
IN
Total Load:
Bearing Length Required (Beam only, support capacity not checked):
=
0
Beam Data:
L=
4.0
0.0
FT
FT
Span:Lu=
Maximum Unbraced Span:
RP=
4.
:12
Pitch Of Roo[:
L/
240
Live Load Deflect- Criteria:
U
180
Total Load Deflect. Criteria:
Non -Snow Live Load:
RLA=
52.0
SF
Roof Loaded Area:
Roof Loadirnq:
LL1=
20.0
PSF
Roof Live Load-Side.One:
DL1=
17.0
PSF
Roof Dead Load -Side One:
TW1=
6.5
FT
Tributary Width -Side One:
LL2=
20.0
PSF
Roof Live Load -Side Two:
DL2=
17.0
PSF
Roof Dead Load -Side Two:
TW2=
6.5
FT
Tributary Width -Side Two:
Cd=
1.25
Roof Duration Factor.
BSW=
6
PLF
Beam Seif Weight:
Slope/Pitch Adjusted Lengths and Loads:
Ladi=
4.0
FT
Adjusted Beam Length:
wL=
260
PLF
Beam Uniform Live Load:
wDadi=
238
PLF
Beam Uniform Dead Load:
-WT=
498
PLF
Total Uniform Load:
Properties For: #1- Douglas -Fir -Larch
Fb=
1000
PSI
Bending Stress:
Fv=
180
PSI
Shear Stress:
Modulua of Elasticity:
E=
E -Min=
1700000
620000
PSI
PSI
Adjusted Modulus of Elasticity:
Fc_perp=
625
PSI
Stress Perpendicular to Grain:
Adjusted Properties
Fb'=
1625
PSI
f:b' (Tension):
Adjustment Factors: Cd=1.25 CF=1.30
Fv'=
225
PSI
Fv':
Adjustment Factors: Cd=1.25
Design Requirements:
M=
997
FT -LB
Controlling Moment
2.0 ft from left support
Critical moment created by combining all dead and live loads.
V=
698
LB
Controlling Shear.
At a distance d from support -
by combining all dead and live loads.
Critical shear created
Comparisons With Required Sections:
Sreq=
736
IN3
Section MDdulus (Moment):
S=
30.66
IN3
Area=
4.65
IN2
Area (Shear):
A=
25.38
6.33
IN2
IN4
Moment of Inertia (Deflection):
Ireq=
1=
111.15
IN4
- 1 Y IL
NHPIC-4 Series
411 Vertical Economy IC Housing
with Baffle Trim
Lamp: 13-18W Electronic 4 -Pin Quad
13-26W Electronic 4 -Pin Triple Tube
PRODUCT DESCRIPTION
The NHPIC is designed for use in insulated ceilings, can be in direct compact with thermal
insulation and meets air tight (AT) standards. NHPIC uses electric compact fluorescent
ballast to meet stringent energy requirements.
CONSTRUCTION
Mounting Frame
One piece 0.040 galvanized steel die cut frame.
Housing
0.040 steel housing adjusts from 5/8" (Min) to a maximum ceiling thickness of 1-5/8"
Integral spring brackets remain flush with housing.
Socket Plate
One vertically mounted 4 -pin CF socket.
Bar Hangers
Two 13-3/4" to 24-1/2" adjustable bar hangers with captive nalls are included on frame.
Bar hangers are parallel to junction box, but can be repositioned 900 perpendicular to
junction box if desired. Bar hanger foot contoured to align to bottom of construction joist A
T -Bar notch allow for easy installation in a suspended ceiling.
Junction Box
Prewired 25 cubic inch .064" thick galvanized steel, with seven 1/2" knockout, four
Romex® pryouts, and snap on covers. All leads are #18AWG wire, the ground wire Is
connected to the bottom, and quick connectors are supplied on all leads. Through branch
circuit wiring, (4 -In, 4 -out).
Lillow
One 13-1 BW Electronic 4 -Pin Quad ordered separately.
One 13-26W Electronic 4 -Pin Triple Tube ordered separately.
Ballast - Residential 120V or Universal (120_ M
Thermally protected, electronic high power factor, input voltage 12OV'(ELAT) or 120/277V
(ATE2), 50/6OHz with end of life protection. Class P, 26 Watts maximum.
Starting Temperature
0° F —18"C
Operating Ambient Temperature
7500 (Max)
Start Rating
>50,000
Power Factor
HPF
Flicker
<3%
THD
<10%
(For magnetic ballast consult factory.)
Trim
Precision spun .050 alum high grad specular
finish. Separate, white ring is standard.
Labels and Listings
UL Listed for damp location w/ feed through
WSEC ASTM E283 for Air Tight (AT)
Energy Star Rated (Electronic ballast only)
". °t l
1,
YL
Title 24 Compliant (Electronic ballast, air -tight only)
C us
BNOMLIGHTINGe
NO.
DIMENSIONS
Cut out: 4-1/4" Housing Length: 12"
Height: 6-1/8" Housing Width: 7-5/8"
Ontional Dimming
A variety of dimming ballast option are available in 13-26W. Each option
requires a controller that is compatible. Specify suffix.
DAS . Advance Mark X, AMBI Star 129V (2wire), Residential
D10 Universal Technologies 0-1 OV (4Wtre),120V/277V
MX1 Advance Mark X 120V (2Wtre), (Specify Wattage)
MX2 Advance Mark X 277V (2Wire), (Specify Wattage)
M7 Advance Mark 7 (4Wire),12OV/277V
L51 Lutron SE 5% 120V (3Wire), (Specify Wattage & Voltage)
L52 Lutron SE 5% 277V (3Wire), (Specify Wattage & Voltage)
Optional Ememencv
Emergency back-up operates one lamp for a minimum of 90 minutes. Unit
includes battery, charger and test plate with indicator light. Emergency
ballasts are for dry locations.
For one lamp operation:
Add: (EM) Emergency ballast 650 Lumen
(EM2) Emergency ballast up to 1300 Lumen.
Optional Accessories
FS Fuse 2A
NRA -28 27" Flat Bar Hanger
ATE2 Universal 1201277V Ballast
Create a completefxture/trim catalog number. Example:NHPIC-'426ELAT / NTS-4230BW
Housing - select om hom each column
OpOons
Catalog ELECTRONIC BALLAST
No. watimge Non -Dimming BallastVDfmmlngllastEmergency Fuse
NHPIC-4 ❑ 13 = 13W ❑ ELAT =120V V EM = 6501. ❑ FS = 2A
❑18 = 18W ❑ATE2 =1X11/2TIV V/777V ❑ EM2 =13001.
❑26 = Zb1V V7V
❑ 147=120W2T7V
❑ L51 =120V
L52 = 277V
OF
NNOMLIGHTING® -mi�no ®��i CA
n
DATE
Baffle Trim - select baffle and flange fetish
Catalog No. ` Baffle
Flange
Nis -4230 ❑ B = Black
❑ B = Black
❑ BZ = arose
❑ BZ = Bronze
❑ CO = Coppet
❑ CO =Copper
❑ N =Natural Metal ❑ N = Naturalfm
1[:]w = White
❑ W = White a
q QUINTA
AFW DEPT.
PbPne;.w*sQ02 FAx
D0.9955 • www.noralighting.com
notice. @2010
BAFFLE. TRIM
NTS -4230 - Chrome Cone Reflector w/ Flanged Baffle
�►—�--��` �.f � Vin:
Reflector: Chrome
Baffle: Black (B), Bronze (BZ), Copper (CO), Natural Metal (N), White(W)
Flange: Black (B), Bronze (BA; Copper, (q), Natural Metal (N), White(W)
Trim OD: 5"
Example: NTS-4230BZBZ - Bronze Baffle with Bronze Flange
I
MLIGHTING ®650.5 e-rnan:nc'raftoralighfing con, A Specifications subleat to changeAwithout notice. ® 2010 norafighting eom
DESCRIPTION
The H2721CAT is designed for insulated ceilings and can be in direct
contact with ceiling insulation. This AIRTITE'" housing design
prevents airflow between attic and living areas and saves on both
heating and air conditioning costs. The 26W electronic compact
fluorescent ballast meets stringent Energy Star requirements
including FCC Title 47 CFR part 18 for Consumer equipment. The
H2721CAT offers a wide choice of trim types including reflector, lensed
and wall wash trims. The H2721CAT is warranted for 2 years.
DESIGN FEATURES
A•••Housing
Single wall aluminum housing.
Openings are Basketed for
AIRTITE installation. 7 3/8"
heightallows use in 2"x 8" joist
construction. Housing adjusts for
ceilings up to 1 1/4" thick.
B•••Socket Plate
Rigid socket plate adjusts and
locks without tools to optimize
lamp position.
C•••Plaster Frame
Housing adjusts 3/4" in plaster
frame for different ceiling
thicknesses. Includes locking
screws for hanger bars and
cutouts for crimping hanger bars
in position
D•••Junction Box
• Listed for through branch
circuit wiring
• Positioned to accommodate
straight conduit runs
• Seven 1/2" trade size conduit
knockouts with true pry -out
slots
• Slide -N -Sider" connectors
allow non-metallic sheathed
cable to be installed without
tools and without removing
knockouts. Accepts a wider
range of non-metallic sheathed
cable — the standard cable
types used in lighting for both
U.S. and Canada.
- Allows wiring connections to
E••
be made outside the junction box
- Simply insert the cable directly
into the trap after connections
are made
- accommodates the following
standard non-metallic sheathed
cable types:
(US) #14/2, #14/3, #12/2, #12/3
(Canada) #14/2,#14/3,#12/2
E•••Bar Hangers
Pre-installed, captive bar hangers
allow housing to be positioned at any
point within a 24" joist span. PASS-N-
THRUr" feature includes score lines
for easy field shortening for 12• joists
without having to remove bar hangers
from housing. GOT NAILTm Bar hanger
includes nail already attached for quick
installaion in lumber, engineered
wood, laminated veneer lumber. Lip on
bar hanger aligns housing and
provides alternate mounting holes for
nails or screws. Integral clip allows use
on T -grid ceilings (no extra clips
required).
F•••Socket
G24q-l/GX24-1 socket for one 26W
DTT - Double Twin Tube (Quad) or
26W TTT - Triple Twin Tube 4 pin
lamp.
G•••Lamp
Compact Fluorescent lamp.
Generic 13Watt Lamp Designations
(by others)
DTT -Double Twin Tube (Quad) (CFO)
• CFQ26W/G24q 2700K
• CFQ26W/G24q 3000K
Project
ments
Prepared by
TTT-Triple Twin Tube (CFTR)
• CFTR26W/GX24q 2700K
• CFTR26W/GX24q 3000K
• 12,000 hour rated average life
• 82 CRI rated lamps provide excellent
color and high visual comfort.
• Color temperature (wane to cool)
options offer 2700K wane or 3000K
medium -wane Incandescent -like
light
H•••Electronic Ballast
Thermally protected, fused, 120 volt
electronic ballast provides full light
output and rated lamp life. Provides
flicker free and noise free operation
and starting. End of lamp life
protection is standard. Meets FCC
Class B for Consumer use.
Labels
• UL Listed for Damp Location
• UL Listed wet location with select
trims
• UL Listed for Direct Contact with
Insulation and combustible material
• UL listed for Feed Through
• cUL Certified
• CSA Certified
Compliance
• State of Caldomia Title 24
• Washington State Energy Code
• New York State Energy
Conservation Construction Code
• International Energy
Conservation Code
• Energy Star Qualified
• Certified under ASTM -E283
Ordering information and 2
COOPER LIGHTING
CITY pj-• L.A UU 11v I n
BUILDING & SAFETY DEPT.
r warranty inforI atis '66-
'* — me I
ri'* — me I v
BY
DATE
L101/2•
1267mm1
4 �1- 4ti
HALO®
Type
H2721CAT
6" Insulated Ceiling
Compact Fluorescent
AIR-TITETm Recessed
Housing
26 Watt Compact
Fluorescent
6" TRIMS
FOR USE IN
INSULATED CEILINGS
FOR DIRECT CONTACT
WITH INSULATION
Lamp/Ballast
Energy Data
Rated Lamp Watts: 26W
Voltage: 120V
Input Current: 0.23A
Input Power (ANSI Watts): 28W
air���
( G
"r fnsta/lation
ADVO42579
TAO: Compact Fluorescent
TRIMS
ORDERING INFORMATION
SAMPLE NUMBER: H2721CAT405SC
Order housing, trim and accessories separately.
Housing
H2721CAT=Insulated Ceiling 26W
Compact Fluorescent AIR-TITE
Housing
00
COOPER Lighting
Trims
OSpeeul
Reflector
405SC=Specular Clear
4o5
405H=Haze
405CG=Champagne Gold
OOD:
7 1/4° (184mm)
x051
Self Flanged Reflector
4051=White
Reflector with Torsion Springs
ERT770
ERT770TS=Clear Specular Reflector
770MTS=Matte Reflector
OD:
ERT771
White Reflector with Torsion Springs
ERT771TS=Clear Specular Reflector
OD: 7 1/4" (184mm)
OCoilex
Baffle with Torsion Springs
406BA=Black Baffle, White Trim Ring
406
406WB=White Baffle, Clear Reflector,
White Trim Ring
406WWB=White Baffle, White
Reflector, White Trim Ring
OD: 7 1/4" 084mm)
Metal Baffle with Torsion Springs
ERT772TS=Black Baffle, White Trim
00
®
Ring
ERT772WHTTS=White Baffle, White
ERT772
Reflector, White Trim Ring
OD: 7 1/4" (184mm)
Lens Trims
271PS=Wet Location Listed Shower
Light with Drop Opal Lens and
White Trim Ring
271 OD: 8" (203mm)
270PS=Albalite Lens Wet Location
Listed Shower Light with Full
i Reflector and White Trim Ring
NOTE: For use with TTT Lamp only
270 OD: 8" (203mm)
Wall Wash
CD)424P=Wall Wash
OD: 7 1/4" (184mm)
424
H2721CAT
Accessories
Accessories
Metal Trim Rings
Compatible with 405 only
TRMSP=White Metal
TRM6PB=Polished Brass
TRM6C=Chrome
TRM6MB=Black Metal
TRM6SL=Silver Metal
TRP7MB=Black Plastic
Oversize Trim Rings
Compatible with 405 only
For use when ceiling opening
is cut too large.
OT400P=9 1/4" White Metal
OT403P= B" White Plastic
2 YEAR LIMITED WARRANTY
Energy Star Labeled Recessed Lighting
Cooper Lighting (The Company) warrants this product ("the
product') against defects in material or workmanship for a
period of two years from date of original purchase, and agrees
to repair or, at the company's option, replace a defective
product without charge for either replacement parts or labor
during such time. This does not include labor to remove or
install fixtures.
This warranty is extended only to the original purchaser of the
product. A purchasers receipt or other proof of date of original
purchase acceptable to the Company is required before
warranty performance shall be rendered.
This warranty only covers product failure due to defects in
materials or workmanship which occurs in normal use. It does
not cover the bulb or failure of product caused by accident,
misuse, abuse, lack of reasonable care, alteration, or faulty
installation, subjecting the product to any but the specified
electrical service or any other failure not resulting from defects
in materials or workmanship. Damage to the product caused by
separately purchased, non -Company supplied components or
bulbs, and corrosion or discoloration of components are not
covered by this warranty.
There are no express warranties except as described above.
THE COMPANY SHALL NOT BE LIABLE FOR INCIDENTAL,
SPECIAL OR CONSEQUENTIAL DAMAGES RESULTING FROM
THE USE OF THE PRODUCT OR ARISING OUT OF ANY BREACH
OF THIS WARRANTY. ALL IMPLIED WARRANTIES, IF ANY,
INCLUDING IMPLIED WARRANTS OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR PURPOSE, ARE LIMITED IN
DURATION TO THE DURATION OF THIS EXPRESS WARRANTY.
Some states do not allow the exclusion or limitation of
incidental or consequential damages, or limitations on how
long an implied warranty lasts, so the above exclusions or
limitations may not apply to you.
No other warranty, written or verbal, is authorized by the
Company. This warranty gives you specific legal rights, and you
may also have other rights which vary from state to state.
To obtain warranty service, please write to Cooper Lighting,
1121 Highway 74 South, Peachtree City Georgia 30269. Enclose
product model number and problems you are experiencing,
along with address and telephone number. You will then be
contacted with a solution or a Return Goods Authorization
number and full instructions for returning the product. All
returned products must be accompanied by a Return Goods
Authorization Number issued by the Company and must be
returned freight prepaid. Any product received without a Return
Goods Authorization Number from the Company will be
refused.
Cooper Lighting is not responsible for merchandise damaged in
transit. Repaired or replaced products shall be subject to the
terms of this warranty and are inspected when packed. Evident
or concealed damage that is made in transit should be reported
at once to the carrier making the delivery and a claim filed with
them.
Now specifications and Dimensions subjen to change without notice.
Visit our web she at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770 486.4801 ADV042579
Cooper Lighting 5926.McLaughlin Rd. Mississauga, Ontario, Canada L5R 1B8905.507.4000 FAX 905.568.7049
0
2721PS= Dome Shower Light with Full
Reflector, White Trim Ring and
Frosted Glass Dome
OD: 8" (203mm)
272
75=Glass Diffuser
NOTE: For use with TTT Lamp only
OD: 7 3/4" (197mm)
Wall Wash
CD)424P=Wall Wash
OD: 7 1/4" (184mm)
424
H2721CAT
Accessories
Accessories
Metal Trim Rings
Compatible with 405 only
TRMSP=White Metal
TRM6PB=Polished Brass
TRM6C=Chrome
TRM6MB=Black Metal
TRM6SL=Silver Metal
TRP7MB=Black Plastic
Oversize Trim Rings
Compatible with 405 only
For use when ceiling opening
is cut too large.
OT400P=9 1/4" White Metal
OT403P= B" White Plastic
2 YEAR LIMITED WARRANTY
Energy Star Labeled Recessed Lighting
Cooper Lighting (The Company) warrants this product ("the
product') against defects in material or workmanship for a
period of two years from date of original purchase, and agrees
to repair or, at the company's option, replace a defective
product without charge for either replacement parts or labor
during such time. This does not include labor to remove or
install fixtures.
This warranty is extended only to the original purchaser of the
product. A purchasers receipt or other proof of date of original
purchase acceptable to the Company is required before
warranty performance shall be rendered.
This warranty only covers product failure due to defects in
materials or workmanship which occurs in normal use. It does
not cover the bulb or failure of product caused by accident,
misuse, abuse, lack of reasonable care, alteration, or faulty
installation, subjecting the product to any but the specified
electrical service or any other failure not resulting from defects
in materials or workmanship. Damage to the product caused by
separately purchased, non -Company supplied components or
bulbs, and corrosion or discoloration of components are not
covered by this warranty.
There are no express warranties except as described above.
THE COMPANY SHALL NOT BE LIABLE FOR INCIDENTAL,
SPECIAL OR CONSEQUENTIAL DAMAGES RESULTING FROM
THE USE OF THE PRODUCT OR ARISING OUT OF ANY BREACH
OF THIS WARRANTY. ALL IMPLIED WARRANTIES, IF ANY,
INCLUDING IMPLIED WARRANTS OF MERCHANTABILITY AND
FITNESS FOR A PARTICULAR PURPOSE, ARE LIMITED IN
DURATION TO THE DURATION OF THIS EXPRESS WARRANTY.
Some states do not allow the exclusion or limitation of
incidental or consequential damages, or limitations on how
long an implied warranty lasts, so the above exclusions or
limitations may not apply to you.
No other warranty, written or verbal, is authorized by the
Company. This warranty gives you specific legal rights, and you
may also have other rights which vary from state to state.
To obtain warranty service, please write to Cooper Lighting,
1121 Highway 74 South, Peachtree City Georgia 30269. Enclose
product model number and problems you are experiencing,
along with address and telephone number. You will then be
contacted with a solution or a Return Goods Authorization
number and full instructions for returning the product. All
returned products must be accompanied by a Return Goods
Authorization Number issued by the Company and must be
returned freight prepaid. Any product received without a Return
Goods Authorization Number from the Company will be
refused.
Cooper Lighting is not responsible for merchandise damaged in
transit. Repaired or replaced products shall be subject to the
terms of this warranty and are inspected when packed. Evident
or concealed damage that is made in transit should be reported
at once to the carrier making the delivery and a claim filed with
them.
Now specifications and Dimensions subjen to change without notice.
Visit our web she at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770 486.4801 ADV042579
Cooper Lighting 5926.McLaughlin Rd. Mississauga, Ontario, Canada L5R 1B8905.507.4000 FAX 905.568.7049
0
P.O Bax 473 - Thousand PaCms, CA 92276
Arels itioaS Phone (760) 343-0048 fax (760) 343-3637
0(
CITY OF LA QUINTA
BUILDING.& SAFETY DEPT.
City of La Quinta
APPROVED
Building and Safety Department
Hand Delivered FOR CONSTRUCTION
DATE ZO�� BY
STRUCTURAL CORRECTIONRESPONSE
4
PLAN CHECK NO 11-42
52-700 AVENIDA RUBIO
REMODEL
Item 1. So specified as Note 2. on Sheet 3, under Structural Enhancement Notes.
Item 2. Trusses now have a third bearing point at midspan and are now acting as
conventional framingmembers. A-king;posvei xists at the bearing point.
Seethe attached truss. calculation.'
Item 3. Attached is a revised load calculation _with 2#:drywall included. No change
to size of beam. New beaiii calc. "A" revised.
Item 4. A 12x12x42`footing exists fof center, bearing and is..visual.forverification.
An additional'12x12x36" footing is to:be.providedat.the garage side bearing.
No Rebar is required. A minimum. of 2 anchor or Titan bolts and washers
to PT sill plates.
The load distribution to `the Kitchen side is approximately l K, per sq.. ft.
Loads to the new footings are similar.and acceptable. Calc B,C and plan.
v Robert,
Alcumbr8c:'
RIECIEVIED No C-10381
.N REN 8/31/11
FEB 0 8 2011 P
BY:
O. Box 473.- Thousand Palms, CA 92276.
A rc�,, h� 14 ciS-
PI&One (760) 343-0048 fax (760) 343-3637
City of La Qumta. Japuary..6, 2011
Department of Building and Safety
Hand Delivered
MODIFICATIONS TO EMSINGOESIDENCE
52 700 A VENIAA A UBIO
La Quinta, CA
ADDITIONAL BEARING FOR EXISTING TRUSSES
The existing truss modeled s
q, were m d led,as close as pos ible toanalyze theresultant forces
distributed to members. An additional bearing -point at m I id span, did not compromise the
-trusses. Refer to the attikhed.tr . uss calculatio"n's for conformance.
TRUSS SUPPORT
Trusses shall be supported by. a: continuous 4x8" DR s
A 1 as. shown, Continuous* support as
shown on the attached -drawing shall-beprovid�edt'odfi'
-scieiitlysupport'lo�adsdistnbtiied
g
over a continuous floor slab. It should be noted: that addition4bearinj haA been provided
at center span and along.ekistiAg footings- The bottom chord member shall be attached to
the4x8"beamsupp ortwith'on6A35. Seethe': attached loading and beam 'Calculation
ADDITION SILL PLATE RETROFIT
It was discoveredthat-6xtenor bearing footings were secured by -slot pins rather than
anchor bolts in variousl6cations.. 'Simpson HD '�V`x.6" An6or Bolts haVe'.'been
retrofitted at approximately 48"dc'.Bor additional support. See attached Spec. Sheet.
r ED
r,,C1EJV ..
JAN' i ,1 2011
Robert S.\`J;Alcumbrac
c-10381
R N 8/31/11
Job Name: Truss ID:- TEST Qty: 1 Drwg:
BEG X -LOC REACT SIZE REO'TC 2x6 DFL SS Plates outside the truss perimeter are UPLIFT REACTION(S) :
1 0- 1-12 791 3.50^ . 1.50• 2x4 HF STUD 7-3 designed for the location shown only (DO NOT Support CS:C Wind Non -Wind
2 13- 0- 0 1241 3.50• 1.50• BC 2x6 DFL SS MOVEI) and may be trimmed or folded. 1 -3861b
3 25-10- 4 792 3.50• 1.50" WEB 2x4 HF STUD Designed per ANSI/TP11-2002 2 403 lb
BEG REQUIREMENTS shown are based ONLY Refer to Joint OC Detail Sheet for This design does not account for long term 3 -3651b
on the trues material at each bearing Maximum Rotational Tolerance used time dependent loading (creep). Building HORIZONTAL REACTION(S):
THIS DESIGN IS THE COMPOSITE RESULT OF Designer must account for this. support 1 -113 Ib
TC FORCE AXL BND CSI MULTIPLE LOAD CASES. IRCIIBC truss plate values are based on support 3 -113, Ib
1-2 -138, 0.00 0.61 0.61 Loaded for 10 PSF non -concurrent BCLL. testing and approval as required by IBC'1703 This truss Is designed using the,
2-3 -440 0.00 0.50 0.50 Loaded for 200 Ib non -concurrent moving and ANSI/TPI and are reported in available CBC -07 / ASCE7-05 Specification
3-4 -645 0.00 0.17 0.17 BCLL. documents as ER -1607 and ESR -1118. Bldg Enclosed = Yes, Importance Factor = 1.00
4-5 -1362 0.00 0.16 0.16 Install interior support(s) before erection. Mark all interior bearing locations. Truss Location = End Zone
20 psf bottom chord live load NOT required . PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line = No , Exp Category = C,
BC FORCE AXL END 'CSI on this truss, per IBC/IRC requirements for Bldg Length:= 80.00 ft, Bldg Width = 40.00 ft
6-7 83 0.01 0.44 0.44 attics with limited storage. Mean roof height= 11.81 ft, mph = 100
7-8 99 0.00 0.43 0.44 - ASCE7 11 Standard Occupancy, Dead Load = 14.4 psf
0-9 1320 0.06 0.20 0.26 Designed as Main Wind Farce Resisting System
-Low-rise and Components and: Cladding
wE FORCE AXL' END.' CSI Tributary Area = 52 sgft
7-2 -769 0.02 0.19 0.21 Vertical members'exposed to wind: 7-3
NEB', FORCE CSI "a FORCE'. CSI -
` .'.7-2 -769 0.21 4-8 -836 0.21 MAX DEFLECTION (span) :
3-8 626 0..22 U388 MEM 1-2 (LIVE) LC 1.
L= -0.40" D= -0.40" T= -0.80"
- - EX.WB.DEF CRITERIA:1_/120
IN -MEM 7- 3; T= 0.00°' '
====,Joint Locations ===
1'0.0-0 6'0-0=0
2 13- 1-12 � • 7. 13=:1-12
^J 3 :13-1-12 .8 17-7-0
13-113-1-12- 7-1-4 5-95-9 4 20-3-0 9 26-0-.0
13-1-12m1 r ' 20-3-0 26-" 5 26-0-0
13-0-0 i . 13-0-0.
1 4 5
�1. -2.9
6X10
T 6X8 T
3-7$ '3X6
2X6 -7
X6 3X4 4-2-10
1 =g-5-13 3X6 4X4 3X4 IO-5-�SHIP' .�aS�O ARCy�T�
B1 8'�B B2 B3 Robert.,.. C'�
W:308 1313-0-0 w:308 W:308 IJ Alcumt frac
R:781i R:1241 R:782 ;
U:-386' U-003, U:-365
'2-6-0' 26-0-0 EN .8131/11~
6 13-1'_12 ,7 4-54 8-5-0 P�Q.
13-1-12 .17r7-0 26-0-0
TYPICAL PLATE: 3X6 12/29/2010
All connector plates are Truswal 20 ga. or Wave 20 ga., unless preceded by "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded OVER 3 SUPPORTS
by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 118" = 1'
WARN ANG Read all notes on this sheet and give a copy' of it to the Erecting Contractor.
This design isfor an Individual building component not truss system. It has been based on. specifications provided by the component manufacturer
Eng. Job: EJ.
Chk' JSH
Wo: Qe439
.
and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions
are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads
Dsgnr: JSH
TC Live 20.00 psf
TC Dead 15.00 psf
DurFacs L=1.25 P=1.25
Rep Mbr Bnd 1.15
The Truss C
utilized on this design most or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord
Is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise
Voted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed In any
(909) 922-2532
environment that will cause the moisture content of the wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle, install
BC Live 0.00 psf
O.C.Spacing 2- 0- 0
- -
and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software,
'ANSUTPI 1','WTCA V. Wood Truss Council of America Standard Design Responsibilitles,'BUILDING COMPONENT SAFETY INFORMATION'-
BC Dead 10.00 psf
Design Spec CBC -07
494 South 4th. street Banning, CA. 92220
(SCSI) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 218 N. Lee Street Suite 312,
Alexandria, VA 22314. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036.
TOTAL 45.00 psf
Seqn T6.5.9 - 31060
I
Alco m brae
Ad�'� Architects
P.O Box 473 • Thousand Palms, CA 92276.
Phone (760) 343-0048 fax (760) 343-3637
Robert S.. C�
Alcumbrac
IL
No C-10381
REN 8/31/11
r
�FCA W
.C[/j ]�I�'aC P.O. Pox 473 • Thousand Palms, C 4 92276.
A reh itects Phone (760) 343-0048 fax (760) 343-3637
Alcumbrac-
No C-10381
REN 81311,11
_ P
OF.
Y
7
���:t=:t�H�rt
�:�1
u
li�ll�f.��li
-
4 7-�-���
it�i�:t
:.--.�._. -=..-.sem - � _ _ �-...�.u_ _ - __•3
ti
I�
OC
,
}�.6'
{
EX;I5TIN6.TRU55E5-24°
h(�6 ��
.fir•
_ ..x...-_ ,
i
CONTINUOUS 4XW" DF#1 BEAM.
A35 -TO EACH BOTTOM CHORD
(
I
' � �
RAYED ACCESS »�
22x30
IJ
!
4
2-A35 EA SIDE ,WALLS TO BEAM
$
a
F. sFee sw��'r
i —
_ =_
Area (Shear):
Moment of Inertia (Deflection)
a
Robert 31
Alcumbrec .
No C-10381
�. REN 8/31/11'
0.12
IN
0.13
IN = L/757
Roof.Beamf. 2007 California Building Code'(05'NDS) -j Ver' 7.01.1.4
By: Bob Alcuinbrac ,'Alcu,mbrac Architects=on: 02-02=2011: 2:29:1.8 PM
Project: NEW TRUSS BEARING -Locabon:'52700.AVENIDA RUBIO
Summary:
LB
- 3.5 IN x 7.25 IN x 8.0 FT / #1 - Douglas=Fir=Larch.- Dry'Use
LB
Section Adequate By: 4.1% Controlling•F' ,.r:-Section Modulus /"Depth Required. 7.1 In
Deflections:
Dead Load:
Live
DLD=
_Load:
Total Load:
LLD=
Reactions (Each End):
TLD=
Live Load:
Dead Load:
LL-Rxn=
Total Load:
DL-Rzn=
Bearin Len th Required Beam only, support
Beam Data: 9 9 q ( Y pport capacity not checked):
TL-TL
BL=
Span:
Maximum Unbraced Span:
L-
Pitch Of Roof: t
Live Load Deflect. Criteria: 11
Lu=
RP=
F k
Total Load Deflect. Criteria:
U
Non-Snow Live Load:
L/
U
Roof
Roof Loaded Area:
Roof Loadinq:
Rte=
Roof Live Load-Side One:'
LL1=
Roof Dead Load-Side One:,.
DL 1=
Tributary Width-Side One:
L1=
TW
Roof Live Load-Side Two:
L, 1 .
Roof Dead Load-SideTwo: :
Tributary Width=Side; Two:
DL2=
Roof Duration Factor,""..
TVL.2=
Beam Self:Weight:
Slope/Pitch Adjusted Lenqths and Loads:
Cd=
BS d=
.
Adiusted Beam Length:
Lalli=
Beam Uniform Live Load:
Beam,Uniform Dead Load:
wL=
Total.Uniform Load:
Properties For: #1-.Douglas-Fir-Larch
D_WL=
w
wT=
Bendinq•Stress:
Fb=
Shear Stress:
Fv=
Modulus of _Elasticity;
E=
Adiusted Modulus Elasticity:
E-Min=
Stress Perpendicular,to Grain:
Adjusted Properties
Fcerp=
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.25 CF=1..30
Fv'.
Adjustment Factors: Cd=1.25
Fv'=
Design Requirements:
ControllinqMoment:
4.0 ft from leftsupport
M=
Critical moment ,created.by combining all dead and'live loads.
Controllinq Shear: Y.
At a distance d from support.
V=
Critical sheac•created by combining all dead 'and. live loads.
Comparisons With Required'Sections:
Section Modulus (Moment):.
Sreq=
Area (Shear):
Moment of Inertia (Deflection)
a
Robert 31
Alcumbrec .
No C-10381
�. REN 8/31/11'
0.12
IN
0.13
IN = L/757
0.24
IN = U395
1040
LB
954
LB
1994
LB
0.91
IN
8.0
FT
0.0
FT
4.
:12
240
180
104.0 SF
VPSF
7.D PSF
FT
0:0. PSF
17: PSF
FT
1.25
6 PLF
8.0 FT
260 PLF
238 PLF
:498 PLF
1000 PSI
180 PSI
1700000 PSI
620000, PSI
625 PSI
1625 PSI
225 PSI
3988 FT -LB
1715 LB
29.45 IN3
30.66 IN3
11.43 IN2
25.38. IN2
50.66 IN4
111.15 IN4
Roof Beam[ 2007 California,Building Code (05.NDS)1 Ver: 7.01.14
By: Bob Alcumbrac, . Icumbrac Architects on: 02=02-2011'': 2:30:06 PM
Project: NEW TRUSS BEARING -"Location: 52700 AVENIDA RUBIO
Summary: .
3.5 IN x 7.25. IN x14:0T,T ./ #1.- Douglas Fir'Larch - Dry Use
Section Adequate By: 316.5% Controlling. Factor: Section Modulus / Depth Required 3.55 In
Deflections:
Dead Load: DLD= 0.01 IN
Live Load: i � j� 0 LLD= 0 p( IN = U6057
Total Load: °� TLD IN = U3159
Reactions (Each End):
Live Load: LL-Rxn= 520 LB
Dead Load: DL; Rxn= 477 LB
Total Load:
TL-Rxn= -lit✓
Bearing Length Required (Beam only, support�capa6Ay not checked): = 0 IN
Beam Data: .
Span: + L= 4.0 FT
Maximum Unbraced Span: Lu= 0.0 FT
Pitch Of Roof: RP= 4. :12
Live Load Deflect; Criteria: U 240
Total Load Deflect.'Critena: U 180
Non -Snow. Live Load:
Roof. Loaded Area:
RLA=
Roof Loading:
Roof Live Load -Side One:
LL1=
Roof Dead, Load-Side'One:
DL1=
Tributary: Width -Side 'One:
TW1=
Roof Live Load -Side Tw,o:.
1-2=
Roof Dead Load=Side`Two:
DL'2=
Tributary Width-Sid6.3wo:
TW2=
Roof Duration Factor::
Cd=
Beam Self Weight:
BSW=
Slope/Pitch Adjusted Lengths -and Loads:
Adjusted Beam.Lenpth:
Ladj=
Beam Uniform Live,Load:.
wL=
Beam Uniform Dead Load:
wD adi=
Total Uniform Load:
WT=
Properties For: #1- Douglas -Fir -Larch
Bendinq 'Stre'ss:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E=
Adjusted Modulus. of Elasticity:
E -Min=
Stress Perpendicular'to Grain:
Fc_,perp=
Adjusted Properties
Fb' (Tension):
Fb'=
Adjustment Factors: Cd=1.25 CF=1:30
Fv':
Fv'=
Adjustment Factors: Cd=1.25
Design Requirements:
Controlling Moment:
M=
2.0 ft from left support
Critical.momerit;created,by,combining all dead and live.loads.
Controlling Shear:
V=
At.a distanced from support.
Criticai,shea' createdby-combining all dead and live loads.
Comparisons With RequiredSection's:
Section Modulus (Moment):
Sreq=
Area (Shear):
Moment of Inertia (Deflection):
Alcumbrac
r No C-10381
`•��'_ `YREN 8/31/11
S=
Areq=
A=
Ire_q=
1=
52.0 SF
20.0 PSF
17.0 PSE
6.5 FT
20.0 PSF
17.0 PSF
6.5 FT
1.25
6 PLF
4.0 FT
260 PLF
238 PLF
498 PLF
1000 PSI
180 PSI
1700000 PSI
620000 PSI
625 PSI
1625 PSI
225' PSI
997 FT -LB
698 LB
7.36 IN3
30.66 IN3
4.65 IN2
25.38 IN2
6.33 IN4
111.15 IN4
Footing Design ( 2007 California Building Code (05 NDS)1 Ver: 7.01.14
BY: Bob Alcumbrac , Alcumbrac Architects on: 02-07-2011: 6:07:58 PM
Proiect: NEW TRUSS BEARING FOOTING - Location: 52-700 AVENIDA RUBIO
Summary:
Footing Size: 1.0 FT x 3.0 FT x 12.00 IN
* Footing has been designed without reinforcement
Footing Loads:
Live Load:
Dead Load:
PL=
1560
LB
Total Load:
PD=
142 1421
1
LB
Ultimate Factored Load:
PT=
Pu=
4201
LB
LB
Footing Properties:
Allowable Soil Bearing Pressure:
Concrete Compressive Strength: `IF
Qs=
1250
PSF
Footing Size:
c=
2500
PSI
Width:
Length:
W=
1.0
FT
Depth:
L=
3.0
FT
Effective Concrete Depth:
Depth=
d=
12.00
10.00
IN
IN
Column and Baseplate Size:
Column Type:
Column Width:
(Wood)
(Wood)
Column Depth:
m=
IN
Bearing Calculations:
n=
3.50
IN
Ultimate'Bearinq Pressure:
Qu=
994
PSF
Effective Allowable Soil Bearing Pressure:
Qe=
1100
PSF
Required Footing Area:
Areq=
2.71
SF
Area Provided:
Baseplate Bearing:
A=
.71
SF
Bearing Required:
Allowable Bearing:
Bearing=
4201
LB
Beam Shear Calculations (One Way Shear):
Bearing -Allow=
33841
LB
Beam Shear:
Allowable Beam Shear:
Vu1=
934
LB
Punching Shear Calculations (Two way shear):
vc1=
5200
LB
Critical Perimeter:
Bo=
24.00
IN
Punching Shear:
Allowable Punching Shear:
Vu2=
2626
LB
Bending Calculations (Long Direction):
vc2=
20748
LB
Factored Moment:
Nominal Moment Strength:
Mu -long=
18905
IN -LB
Bending Calculations (Short Direction):
Mn -long=
32500
IN -LB
Factored Moment:
Nominal Moment Strength:
Mu -short=
6302
IN -LB
Mn -short=
97500
IN -LB
SED ARCy
Nr Robert S.
%Alcumbrac
1' No C-10381
REN- 8/31/11