11-0216 (PAT)- P.O. BOX 1504
78-495 CALLE.TAMPICO
LA QUINTA, CALIFORNIA 92253
Applicant:
Architect or Engineer:
alp
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT'
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty(oft perju}y that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 ohe B�isiness and Professionals Code, and my License is in full force and effect.
LicenselClass! B ��/ irUcense No.: 885629
t ontractor',. /L�1�i�/.�(/t/ �iY� I &A --
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Codel or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 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 _ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.). -
1 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
` 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:
LQPERn:IT
Owner:
FEDERAL NATL MTG ASSN FNMA
5086.5 CALLE QUITO
LA QUINTA, CA 92253
Contractor:
RBC BUILDERS INC
29952 STEEL HEAD
CANYON LAKE, CA 92587
(951)443-8424
Lic. No.: 885629
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/16/11
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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 IFXEMPT
7—Policy Number, EXEMPT
I certify that, in erformance of the work for which this permit is issued, I shall not employ any
person' ny mann so as to become subject to the workers' compensation laws of California,
and agree the if I s ould become subject to the workers' compensation provisions of Section
3700 of the L o ode, I shall forthwith comply with those provisions.
atD e:/ ` I is t
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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to; and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from dateof issuan uch 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 bove information is correct. -]'agree to comply with all
city a cou ty ordinances and state laws relating t buil ng construction, and hereby authorize representatives
of this cul,nt �to,{ enter upon Xe above-mentioned pr ty r inspection purposes.
! It/ UI nature .(Applicant or Age
Application Number:
-11'=00000216--,C
Property Address:
50865=CALLED QUITO
APN:
.770-103-009-57 -000000-
Application description:
PATIO COVER.- RESIDENTIAL
Property Zoning:
LOW DENSITY RESIDENTIAL
Application valuation:
13952
Applicant:
Architect or Engineer:
alp
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT'
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty(oft perju}y that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 ohe B�isiness and Professionals Code, and my License is in full force and effect.
LicenselClass! B ��/ irUcense No.: 885629
t ontractor',. /L�1�i�/.�(/t/ �iY� I &A --
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Codel or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 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 _ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.). -
1 1 I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
` 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:
LQPERn:IT
Owner:
FEDERAL NATL MTG ASSN FNMA
5086.5 CALLE QUITO
LA QUINTA, CA 92253
Contractor:
RBC BUILDERS INC
29952 STEEL HEAD
CANYON LAKE, CA 92587
(951)443-8424
Lic. No.: 885629
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/16/11
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
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 IFXEMPT
7—Policy Number, EXEMPT
I certify that, in erformance of the work for which this permit is issued, I shall not employ any
person' ny mann so as to become subject to the workers' compensation laws of California,
and agree the if I s ould become subject to the workers' compensation provisions of Section
3700 of the L o ode, I shall forthwith comply with those provisions.
atD e:/ ` I is t
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 ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to; and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from dateof issuan uch 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 bove information is correct. -]'agree to comply with all
city a cou ty ordinances and state laws relating t buil ng construction, and hereby authorize representatives
of this cul,nt �to,{ enter upon Xe above-mentioned pr ty r inspection purposes.
! It/ UI nature .(Applicant or Age
Application Number . . . . . 11-00000216
"
Permit . . PATIO COVER PERMIT INV FEE
Additional desc
.
Permit Fee 306.00 Plan Check Fee
99.45
Issue Date Valuation
13952
Expiration Date 11/12/11
Qty Unit Charge Per
Extension '
BASE FEE
90.00
12.00" 18.0000 THOU BLDG 2,001-25,000
t
216.00
Special Notes and Comments
1,049SF SOLID PATIO COVER AT REAR YARD"
[ENGINEERED] EXISTING UNPERMITTED
STRUCTURE TO BE RETROFITTED PER THE
APPROVED,•DESIGN WITH ANY EXISTING
CONSTRUCTION BEING -PROPOSED TO REMAIN
VERIFIED BY FIELD INSPECTOR. THIS PERMIT•
DOES NOT INCLUDE MECHANICAL, ELECTRICAL
OR PLUMBING INSTALLATIONS. CODE CASE:
10-5906 [GM] ***INVESTIGATION FEE
ASSESSED -PER 2010 CALIFORNIA RESIDENTIAL
CODE CHAPTER 1 §108.6 FOR WORK
COMMENCING BEFORE PERMIT ISSUANCE***
May 16, 2011 11:25:08 AM AORTEGA'
Other 'Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) -RES
1.40
Fee summary Charged Paid Credited
Due
Permit Fee Total 306.00 .00 .00
306.00
Plan Check Total 99.45" .00 00
99.45
Other Fee Total 2.40 .00 .00
2.40
Grand Total. 407.85 .00 .00
407.85
LQPERMIT - •.
'Kin #
City of La Quinta
Building 8L 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: 50865 Calle Quito -La Quinta, CA 92253
Owner's Name: RBC -Builders, Inc.
A. P. Number: 770-103-009
Address: 35-406 Redberry Palms
Legal Description: Lot No. 57 Sec. 6 T.6 S. R.7
Contractor: RBC -Builders, Inc.TeIhone:
T
City, ST, Zip: Lake Elsihore, CA 92532
1-(951) e 443-8424
P
Address: 35-406 Redberry Palms
Project Description:
City, ST, Zip: Lake Elsinore, CA 92532
Existing Covered Patio That Need To Be Recorded
hone
Tele -443-8424..,
P 1 951
( )049.0
1 Of S q. Ft.
O Existing Cover Patio
atio
State Lic. # :
City Lic. #:
Arch., Engr., Designer: Mike Mendoza -Designer
l0• 0
Address: P.O. Box 692
City., ST, Zip: Desert Hot Springs, CA 92240
760 275 6
1- 275-1816 Telephone: ••`•.�
State Lic # N/A
Name of Contact Person: Mike Mendoza -Designer
Con structi on Type: V B P
P O cu ancY• R1
Project ct tYPe (circle one • New Add'rAlter Repair Demo
Sq. Ft.: #Stories: #Units:
Telephone # of Contact Person: 1-(760
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
!sem E�IVIEICPERMIT
FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Caics.
Reviewed, ready for correct& s �I
Plan Check Deposit
Truss Caics.
Called Contact Person 13��
Plan Check Balance.
..—
Title 24 Calcs.
Plans picked up
Construction
�S
•
Flood plain plan
Plans resubmitted
Mechanical
--
Grading plan
21" Review, ready cti s
fo rre/issue y 'jaL
Electrical
�^
Subcontactor List
Called Contact Person
l
Plumbing
Grant Deed
Plans picked up
S.M.I.
,LV
H.O.A. Approval
`
Plans resubmitted•^
�(
Grading
IN HOUSE:-
'"' Review, ready for co ections/' sue SVI&I
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue �
+ 5IV
Schodl Fees
6 �`
Total Permit Fees
- Lwv afe. C m)
tZI L� 6l ' I/(K.[*P&(au. -Fig �}61.1Cfl 1
15k, �p
5 q v 0/t,&77 AP
This Material Sent for:
❑ Your Files
❑ Your Review
❑ Checking
Other: ❑ -
By: John W. Thompson
Rancho Mirage Office: ® (760) 834-8860
Other: ❑
® Per Your Request
❑ Approval
❑ At the request of:
YOUNG ENGINEERING SERVICES www.valueng-.com
71-780-San.Jacinto Dr, Ste. E2; Rancho Mirage,, Ca. 92270 ph. (760) 834-8860 _-'ax (760) 834-8861
Letter of Transmittal
To:
City of La Quinta Today's Date: 5-11-11
78-495 Calle Tampico City Due Date: 5-16-11
La Quinta, CA 92253 Project Address: 50-865 Calle Quito
'Attn:
Phillip Plan Check #: 11-216
Submittal:. ❑ 15'. ❑ 4th
❑ 2ndEl 5th
® 3`d ❑ Other:
We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS)
❑ Your Pickup
Includes: # Of Descriptions: Includes: # Of
Descriptions:
Copies:. Copies:
❑
Structural Plans ® 1
Revised Structural Plans
❑
Structural Calculations ® 1
Revisad Struct. Calcs
❑
Truss Calculations ❑
Revisad Truss
❑
Soils Report Update ❑
Revisad Soils Report
®
1 Structural Comment List- ❑
Apprcved Structural Plans .
®
1 Redlined Structural Plans ❑
Apprcved Structural Calcs
®
1 Redlined Structural Calcs ❑
Apprcved Truss Calcs
❑
Redlined Truss Calcs ❑
Apprcved Soils Report
❑
Redlined Soils Reports ❑
Other.
Comments: Structural content is approvable.
This Material Sent for:
❑ Your Files
❑ Your Review
❑ Checking
Other: ❑ -
By: John W. Thompson
Rancho Mirage Office: ® (760) 834-8860
Other: ❑
® Per Your Request
❑ Approval
❑ At the request of:
i
STRUCTURAL CALCULATIONS
A PROPOSED PATIO ADDITION
FOR:
RBC -BUILDERS
50-865 CALLE QUITO
LA QUINTA, CALIFORNIA
�cEzvED
APR 21 2011
CHARLES D. GARLAND, ARCHITECT
LICENSE NO. 11991 EXP 10/31/11
74-991 JONI DR. SUITE #9 PALM DESERT CA 92260 * " No. C11991
PHONE: 760/340-3528 FIAX:7-6=40,3728 ��.� \ EXP TE
.CITYOVLAOUINTA ;� C ✓ �,F��.
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
IDATIF-161211 B
STRUCTURAL CALCULATIONS RBC BUILDERS
❖ GOVERNING CODES.....................page 3
LOAD.........................................................Page 4
❖ BEAM .................................................. Page 5
❖ COLUMN ................................................ Page 6
❖ LATERAL ANALYSIS ........................ Page 10
❖ SEISMIC ZONE ............................ Page 12
❖ SHEAR WALL REQUIREMENTS.... Page 13
❖ FOUNDATION ............................... Page 14
0
STRUCTURAL CALCULATIONS RBC BUILDERSRE
GOVERNING CODES
A- IBC 2009 OR CBC 2010 & ORDINANCE 457 OF RIVERSIDE
COUNTY
B- DESIGN LOADS
a. ROOF LIVE LOAD 20, PSF
b. ROOF DEAD LOAD 19 PSF
c. WIND IMPORTANCE FACTOR 1.00 WIND ZONE 95 MPH
EXPOSURE C
d. SITE CLASS DEFINITION (D)
e. OCCUPANCY CATEGORY II
f. SEISMIC DESIGN CATEGORY (D)
g. COEFFICIENT Cs 0.15
h. SEISMIC Ss1.5g
i. SEISMIC Sl 0.6g
j. FACTOR R 6.5
k. SEISMIC SDs 1.00
I. SEISMIC SD10.60
STRUCTURAL CALCULATIONS RBC BUILDERS
LOADS
FLAT ROOF
EXTERIORWALLS :
PSF
PSF
TAR / GRAVEL
6
WOOD STUDS =
2
PLYWOOD =
3
1/2" GYP BD. =
2
RAFTERS
3
7/8" STUCCO =
10
INSULATION -=-
o
iNSuLA-nbN='-'
1
CEILING =
0
12
[�L.=
15 PSF
L.L
20
TOTAL LOAD =
32 PSF
INTERIOR WALLS:
PSF
WOOD STUDS =
2
1/2 GYP.BD.2SIDES =
3
INSULATION
2
D.L =
7 PSF
I
STRUCTURAL CALCULATIONS RBC BUILDERS
.BEAM DESIGN
BEAM # 1
DOUGLAS FIR -LARCH No 1=
Fb =
"000 psi
SPAN = 12.0 ft
Fv=
95 psi
TRIB. AREA = 7.0 ft
E=
1700000 psi
Load Factor Co
Wet. Service Factor CM =
1.00
D. L = 12.0 Ib/ft
Temperature Factor Ct =
1.00
Ll = 20.0 Ib/ft
Size Factor CF=
1.00
TOTAL 3.2.0 Ib/ft
Repetitive m. Fact. Cr=
1.00,
Incising Factor Ci =
1.00
Shear stress Factor CH=
1.00 W=
224.0 Ib/ft
- M=WxL2/8
224 lb/ft
M=
4032.0 ft -Ib
_
M=
48384 in -Ib
12.00 ft
V=
W x L / 2
-
BENDING
V=
1344 Ib
F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
F'b =' 1250 psi
USE
Req"d S = M / F'b S=-
38.71 in^3 '
4.X'10
Area= 32.38 in^2
f b = M/S
Section= 49.91 in ^3
ALLOW F"b = -
ACT. f b =
Moment of Inertia= 230.8 iO4
1250:psi
> 969.4 psi
OK
SHEAR
'F'v = Fv(CD)(CM)(Ct)(CH)
f v= r 1.5 V/ A
F"v = 119 psi
> f v = 62.26 psi
OK
DEFLECTION
-
5W,L^4 _ 0.27 in
_ 384 E' I
OK
E' - YE (l,M)(G)(C)
1'7 00000 psi
BEAM
4 X 10
.Cl max = L / 240 = 0.60
in
STRUCTURAL CALCULATIONS RBC BUILDERS d
BEAM DESIGN
BEAM #2
DOUGLAS FIR -LARCH No
1= Fb =
1000 psi
SPAN- 10.0 "ft
Fv=
95 psi
TRIB. AREA = 112.5 ft
E =
1-00000 psi
Load Factor Co =
1.29
Wet. Service Factor CM =
1.00
D. L = 12.0 , Ib/ft
Temperature Factor Ct =
1.00
Ll = 20.0 Ib/ft
Size Factor CF=
1.00
TOTAL 32.0 Ib/ft
Repetitive m. Fact. Cr=
1.00
Incising Factor Ci =
1.001
Shear stress Factor CH=
1.00` W =
400.0 Ib/ft
M=Wx
Ll/ 8
400 lb/ft
M=
5000.0 ft -Ib
Ll
M=
60000 in -Ib
_ E 10.00 ft
V=
W x L/ 2
BENDING'
V=
2000 lb
F'b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
F'b = 1250 psi
USE
Req'd S = M / F'b S=
48.00 in -3 r _
4'X 10
4 rea = 32.4 in^2
f b = .M/S
Section= 49.9 in^3
ALLOW F'b =
ACT. f b =
Moment of I-iertia= 231 in^4
1250 psi
> 1202.2 psi
'OK
SHEAR t
F'v = Fv(CD)(CM)(Ct)(CH)
f v='1.5 V / A
F'v = 119 psi
> f = 92.65 psi
OK
DEFLECTION
5WLN �.= 0.23 in
384 E' I
OK
E'= E (CM)(G)(C)
1700000 psi
_
BEAM
-4,X 10
d max = L / 240 = 0.50
in
STRUCTURAL CALCULATIONS RBC BUILDERS -
BEA_ M DESIGN
4X6
SPAN = 12.5 ft
DOUGLAS FIR -LARCH No 2= Fb =
1000 psi
SPAN 2 = 1.5 ft
Fv =
95 psi
�TRIB. AREA = _3.O ftft
E =
1-00000 psi
Load Factor CD=
1.29
Wet. Service Factor Cm=
1.00
D.L = 12.0 Ib/ft
Temperature Factor Ct=
1.00
Ll= 20.0 Ib/ft
Size Factor CF=
1.00
TOTAL 32.0 Ib/ft
Repetitive m. Fact. Cr=
1.00
Incising Factor Ci =
1.00
Shear stress Factor CH=
1.00 W =
96.0 Ib/ft
- 4
Ml=
1821.4 ft -lb
ss' ibirc
M1=
21856.7 in -Ib
-
M2=
108 ft -Ib
F 1250 f`
,.sem
M2=
1296 in -Ib
BENDING
. ,
-
F -b = Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
V=
308.64 Ib
F'b = 1250 psi
USE
Req'd S = M / F'b S=
17.49 in^3
4 X 6
Area = 19.3 in^2
M= 21857'
f b = M/S
Section= 17.7 in^3
Moment of Inertia= 48.5 in^4
ALLOW F"—b-=
ACT. f b =
1250 psi
> F1238.3 psi
OK
SHEAR
F'v = Fv(CD)(CM)(Ct)(CH)
J v= 1.5 V / A
F'v = 119 psi
> f = 47.43.psi
OK
-BEAM
4 X 6
STRUCTURAL CALCULATIONS RBC BUILDERS
BEAM DESIGN
BEAM EXISTING
DOUGLAS FIR -LARCH No
1= Fb =
1000 psi
SPAN = 9.0 'ft
Fv=
95 psi
TRIB. AREA = .11.0 ft
E =
1000000 psi
Load Factor CD=
Wet'. Service Factor CM =
1.00
D.L. = 12.0 Ib/ft
Temperature Factor Ct=
1.00
Ll = 20.0 Ib/ft
Size Factor CF=
1.06.
TOTAL 32.0 Ib/ft
Repetitive m. Fact. Cr =
1.00
Incising Factor Ci =
1.00.
-
Shear stress Factor CH=
1.00 W =
Z52.0 Ib/ft
-
M=WxL2/8
_35; lb/ft'
M=
3564.0 ft -Ib
M=
42768 in -Ib
V=
WX L/2
t
BENDING
_ V=
1584. lb
F'b ='Fbx(CD)(CM)(Ct)(CF)(Cr)(Ci)
F'b = 1250 psi
USE
Req'd S = M / F'b S=
34.21 ' in^3 '
4 X 10
Area = 32.4 in^2
f b ='M/S
Section= 49.9 in^3
ALLOW F'b _
ACT. f b =
Moment of Inertia= 231 in^4
1250 psi
> 856.9 :psi
OK
SHEAR
F'v = F\(CD)(CM)(Ct)(CH)
'f v= 1.5 V
:F'v ='. 119 psi
> Yfv= 7338, psi
;OK
DEFLECTION
_
5WLL^4 ;.- ; 0.13 in
_
384E'I
OK
E =1 E (CM)(Ct)(C)
1700000 psi
t
-BEAM
4 X 10
d max = •L / 240 = 0.45
in
STRUCTURAL CALCULATIONS RBC BUILDERS
LATERAL FORCE ANALYSIS
CBC 2007 ASCE
WIND: 95 mph Exposure C
ENCLOSED qz= 0.00256X Kz Kzt Kd V"2
Kz= 0.85 r -
Kzt-- 1.00
Kd= 0.85
V= 95 _
1= 1.00
qz= 16.69 PSF
H= 8 ft _
WIND LOAD = qz*(1E+2E+3E+4E+0.18)*H/2
ANALYSIS WIND LOAD= 176.27 # ft
Velocity pressure
qh = 0.00256 Kh Kzt Kd V21 = 16.69 PSF
Design pressures for MWFRS LOW- RISE BUILDING (6.5.12.2.2)
p = qh [(G Cpf )-(G Cpi )] (6-18) `P=16.7(1E+2E+3E+ 4E-0.18)
G C f FIG 6710 0.61 'P=16.7(1E+2E+3E+ 4E+0.18)
G Cpi (FIG -0-5) _ 0.18' _. .
Net Pressures (usf). Basic Load Cases
IE
Roof angle 0 = 15.64
Roof angle 0 = 0.00
G Cp f
Net Pressure with
G Cp f
Net Pressure with
Surface
(+GCp i)
(-GCp i)
(+GCp i)
(-GCp i
1
0.49
5.21
11.22
0.40
3.67
9.68
2
-0.69
-14.52
-8.51
-0.69
-14.52
-8.51
3
-0.45
-10.48
-4.47
-0.37
-9.18
-3.17
4
-0.39
-9.50
-3.49
-0.29
-7.85
-1.84
1 E
0.74
9.43
15.44
0.61
7.18
13.19
2E
-1.07
-20.87
-14.86
-1.07
-20.87
-14.86
3E
-0.64
-13.75
-7.74
-0.53
-11.85
-5.84
4E
-0.58
-12.67
-6.66
-0.43
-10.18
-4.17
5
-0.45
-10.52
-4.51
-0.45
-10.52
-4.51
6
-0.45 1
-10.52 1
-4.51 1
-0.45 1
-10.52 1
-4.51
IE
STRUCTURAL CALCULATIONS RBC BUILDERS
CALIFORNIA BUILDING CODE 2010
MAXIMUM ~CONSIDERED EARTHQUAKE
GROUND MOTION FOR REGION '
a1PP IM"
_i.
-------------
r
r
STRUCTURAL CALCULATIONS RBC BUILDERS
SITE CLASS DEFINITION=
D
OCCUPANCY CATEGORY
SEISMIC DESIGN CATEGORY=
i D '
LA QUINTA CALIFORNIA ZIP
92253
0.2 seg Ss=150%g 1.0 seg S1 60%g
SDs= 2/3 X SMS SD1 = 2/3 X SM1
SDS = 1.00 TABLE 12-2-1. 'no=.,
SDI = 0.6 , TABLE 12-2-1 Cd=
R'= 6.5 `TABLE 12.2 ASCE 7-05
-
IE = 1.0
c
t= 0.2
-
ASCE
BASE SHEAR V= Cs W
0.154 W 12.8-1)
Cs = SDS / ( R/IE)� _
0.154, F (12.8-2)
NOT EXCEED
Cs = SDI / T( R/IE),
0.462 (12.8-3);
NOT LESS THAN
Cs =0.01
0.010' (12.8-5)
V=
0.15; W
STRUCTURAL CALCULATIONS RBC BUILDERS
SEISMIC (CONTINUED) _ w
D.L ;
ROOF 12 iPSF ' _ , f
EXT. WALLS 15 PSF
SEISMIC , V,= 0.15 _ i WALL HT = 15 ft
DIAPH=56x14_
TRANSVERSEL ; LONGITU13INAL
WORST. 56 FT WORST 14 ;FT
ROOF =; 672 „ ROOF = 168
2 Walls 2252, Walls = 225 r -
897 393 `
X 0.15 X. 0.15
135 # ft (MAX) 59 # ft (M]A)q
SEISMIC =165PLF <176.5= WIND
W=T'176.5 :
T=C = WL^2 8b L= 14 77.21875
B =:56
NAIL = TABLE 2341-C 72
TOTAL NAIL = LOAD /NAIL= 0.41
PROVIDE (8 PAIR) 16 d COMMON
@ E.A 4'-0" SPACE @ TOP CHORDS
STRUCTURAL CALCULATIONS RBC BUILDERS
•
FT
SHEAR WALL REQUIREMENTS
FT
ROOF D.L. = 19 WALL HT,1 = 8 UPLIFT FORMULA:
APPENDIX D
WALLS D.L. = 15 (Vh{2/3 (wb L*2/2)+(WwU2))p L
STRENGTH REDUCTION FACT
8
SHEAR= 0.65
(0.65'850*1.33*12)/shear force
FIRST FLOOR
UPLIFT FORMULA:
WALL
LAT.FORCE
TRB. AREATOTAL
FORCE
TOTAL
RESIST,WAI-
SHEAR FORCE
LOAD (V)
UPLIFr. FORC
SHEAR WALL
STRONG
A35
5/8" BOLT
STRUC
WALL
No.
(PLF)
(Ft.)
(LB)
WALL (Ft)
(FT) (L)
(# / ft)
WALL- SEG
#
TYPE
WALL
EA. BLOCK
SPACING (in)
NOTES
A 176.5 8 1412 8 1.5 177 265 1295 SSW 18X7
8
A 176.5 8 1412 8 1.5 177 265 1295 SSW 18X7
177
E 176.5 20 3530 30 5 118 588 265 1
1 48 1
E 176.5 20 3530 30 7.5 118 883 54 1
1 48 1
• E 176.5 20 3530 30 11 118 1294 499 1
1 48 1
E 176.5 20 3530 30 6.5 118 765 74 1
1 48 1
(E) EXISTING
265
7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD,
2118
SILL AND PLATE @ 6' O.C. MAX w/ No. 11x1 1/2" GALVANIZED NAILS WITH 7/16" 0 HEADS OR
90
ATTACHED W/ No. 16 GAUGE STAPLES HAVING 7/8' LONG LEGS. ANCHOR w/5/8" 0 x 12" LONG ANCHOR
30
BOLTS (w3"x3"x1/4" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 48" O.C. MAX
88
(ALLOWABLE LOAD: 180 plf- PER CBC TABLE 2306.4.5 CBC)
E
0
0
1
1
1
1
FT
WALL HT,1 =
8
UPLIFT FORMULA:
(Vh-(2/3 (wb LA2/2)+(WwU2)))/ L.
TOTAL IRESIST,WALI.SHEAR
FORCE
LOAD(V)
WALL
Vh
Wb
2/3(WbLA2/2)
WwU2
UPLIFT. FORCE
WALL (Ft)
(FT) (L)
(# / ft)
WALL- SEG
No.
#
8
1.5
177
265
A
2118
96 72
90
1324
8
1.5
177
265
A
2118
96 72
90
1324
30
5
88
441
E
3530
180 1508
300
364
30
7.5
88
662
E
5295
180 3392
450
214
30
11
88
971
E
7766
180 7296
660
2
30
6.5,
88
574
E
4589
180 2548
390
274
0
0
1
1
1
1
STRUCTURAL CALCULATIONS RBC BUILDERS '
SHEAR WALL CONSTRUCTION
D1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO Zx STUDS WITH STANDARD WALL BOARD
NAILS (1 1/2" x 0.12" DIAMETER w/ 3/8" HEADS) OR 5d COOLER NAILS AT 7" 0/C MAX- TO ALL
STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5/8" DIAMETER x 10" LONG ANCHOR, BOLTS
(w/ 3" x 3" x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" 0/C MAX
16" O.C. FRAMING
(ALLOWABLE LOAD: 75 Of — PER CBC 2010 TABLE 2306.7)
7/8" 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 NAI_S 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/'3" x 3" x
0.229" THICK PLATE WASHERS —SDC D ,BETWEEN NUT AND WOOD SILL) @ 48" O/C MAX.
16" O.C. FRAMING
(ALLOWABLE LOAD: 180 plf — PER 2010 CBC TABLE 2306.7)
THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING
IDENTICAL STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY)
3/8" C -D EXPOSURE I APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED D.RECTLY
TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS LAID PARALEL OR
PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUP':)ORTED
ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS:
1 D8d COMMON NAILS @ 6" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12' 0/C AT
ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" 0/C.
(ALLOWABLE LOAD: 280 Of — PER 2010 CBC TABLE 2306.3) *
CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4 AND 6 APPLY ONL" WHEN
DIAPHRAGM AT BOTH SIDES OF)
2 D8d COMMON NAILS @ 4" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12' 0/C AT
ALL FIELDS. ANCHOR WITH 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 32" 0/C.
(CALCULATE TO MAXIMUM OF 349 plf — PER 2010 CBC TABLE 2306.3) STUDS @16" O.0
CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM
AT BOTH SIDES)
3 D8d COMMON NAILS @ 3" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 11270/C AT
ALL FIELDS. ANCHOR WITH %" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32" 0/C.
(ALLOWABLE LOAD: 550 plf — PER 2010 CBC TABLE 2306.3 ) *
CONSTRUCTION NOTE(S) 1, 2, 3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT
BOTH SIDES)
NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16" O.0
STRUCTURAL CALCULATIONS RBC BUILDERS
4 D15/32' 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 VAILS @ 2"
0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH'/4'
DIAMETER ANCHOR BOLTS AT 16" 0/C. —STATE EMBEDDED DISTANCE 7" MIN
(ALLOWABLE LOAD: 730glf— PER 2010 CBC TABLE 2306.3) *
CONSTRUCTION NOTE(S) 1, 2, 3, & 6 APPLY (4 AND 5 APPLY WHEN DIAPLHRAGM AT
BOTH SIDES)
CONSTRUCTION NOTES:
1 3" x 3" x 0.229" 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 X50 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" 0/C SHALL HAVE ABUTTING PANEL EDGES FCR 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 Of 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 SF -ALL 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 DURIVG 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 INSEF.TION.
11 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 MAD= WITH THE
USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION.
PROVIDE 24 IN WIIDE X 24 IN DEEP 5.5 FT LONG FOOTING
WITH 3# 5 TOP AND BOTTOM CONT.
3# 5
TOP & BOTT
LOT
LOT
DATASc
Lsw 1.5 FT Fy=
60 KSI
top & bot
Lamm 2 FT Fc=
2500 PSI
As= 1.86 it 2
h=, 24 IN d=
21 IN
B= 24 IN AS=
0.93 in2
3# 5 As min= 0.8064 in2
OVERTURNIG MOMENT:
RESISTING DEAD LOAD:
P. ROOF+WALL+GF. BEAM
8- Ift
p= 1.4 'KIP
ROOF =
3500 # P= 8190 Lb
Mo= 11.2 kip*fl
WALL=
1500 # PU=0.9*P
GR. BEAM=
31901 PU= 7371 Lb
MU=_1.4*Mo
MU=.15.68 KIP IT.
"
RESISTING MOMENT: L= 5.5
FT
.. -
MO=
11.2 kip -ft
Mr-0.9*P*U2
OVERTURNING STABILITY RATION
KIP'FT
Mr- 20.270 >
M0=
11.2000 OK
1 1.81:1 1 OKI -.5:1
SOIL BEARING PRESSURE:
e=Mo/P 1.36752 Fr
qmax= 2*P / 3*B*eo <
ALLOWABLE BEARING
eo=U2- 1.38248.FT
gmax=
1974.714 PSF
PRESSURE 2000 PSF
FACTORED EARTH PRESSURE:
eu=MU/PI 2,12726 ft
qu_max= 2*p
/ 3*B*eo
qu_p= qu_max- (qu_ma=) (lartn)
euo=U2-e.0.62274 ft
qu_max=
3945.438 psf
s*euo
qu_p= -278.271 psf
Mu= u * LarW2 + (qu_max-qu_p)*arm
* B
� Mu= 4.518526838
2
6
f:ip ft
Vu= qup + qu max *(Larm)*B
Vu= '334.3
2
Ib.
REINFORCING STEEL:
AS= - 0.93 a=
AS FY
1.1 in
_
0.85 F'C*B
Mn=,0.9*As*Fy*(d-a/2)
Mn=
85.59556 kip ft
> 4.52 kip ft DK
Vc= 0.85*2*B*d 2500 ,
Vc=
42.84 kip
> 7.33433 kip :)K
PROVIDE 24 IN WIIDE X 24 IN DEEP 5.5 FT LONG FOOTING
WITH 3# 5 TOP AND BOTTOM CONT.