04-7251 (RER)54530 Avenida Alvarado
ceditot eefiaditz
TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING PERMIT
Application Number
Property Address •
APN:
Application description
Property Zoning
Application valuation
Owner
VENNERI JOHN RANDY
54-530 AVENIDA ALVERADO
LA QUINTA CA 92253
Structure Information
11111111111IIIIIIIIIIIIII 70
IE
BUILDING & SAFETY DEPARTMENT
(760).777-7012
FAX (760) 777-7011
INSPECTION REQUESTS (760) 777-7153
•04-00007251 - Date 11/16/04
54530 AVENIDA ALVARADO
774-273-002-23 -000000-
REMODEL - RESIDENTIAL
COVE'RESIDENTIAL
250
Contractor
OWNER
ADDITION TO PARAPIT WALLS/EXTEND CHIMNEY
TYPE V . - NON RATED
DWELLG/LOD.GING/CONG <=10
NON -AO FLOOD ZONE
CODE EDITION 2001 CBC
Construction Type
Occupancy Type
'Flood Zone
Other struct info
Permit
Additional
Permit Fee
Issue Date
Expiration
desc
Date
BUILDING PERMIT
15.00
4/16/05
Qty Unit Charge Per
BASE FEE
Plan Check Fee
Valuation . .
9.75.
250
Extension .
15.00
Special Notes and Comments
ADDITION TO PARAPIT WALLS AND EXTEND
CHIMNEY, TWO FEET ABOVE PARAPIT WALLS.
11/16/04 11:55:45 AM JJOHNSON
Other Fees ENERGY REVIEW FEE
Fee summary Charged
Permit Fee Total 15.00
Plan Check Total 9.75
Other Fee Total .98
Grand Total 25.73
Paid Credited
. 00
. 00
. 00
. 00
.00
.00
.00
.00
.98
Due
15.00
9.75
.98
25.73
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
BUILDING & SAFETY DEPARTMENT
Application Number: eq 7��
Applicant:
Applicant's Mailing Address:
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Architect or Engineer:
Date: //- 22_ o y
Architect or Engineer's Address:
Lic. No.:
BUILDING PERMIT DECLARATIONS
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals
Code, and my License is in full force and effect.
License Class License No.
Date Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am' exempt from the Contractors' 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 Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business
and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
the applicant to a civil penalty of not more than five hundred dollars ($500).):
teg 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 or through his or her own employees, provided that the improvements are not intended or offered for safe. 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.).
U 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.).
(_-) I am exempt under Sec. , B.& P.C. for this reason
Date /l. Z- o4 Owner
•
WORKERS' 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
y1 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 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date 11-2 -0-/ Applicant
WARNING: FAILURE TO SECURE WORS' 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.
• CONSTRUCTION LENDING AGENCY
1 hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name
Lender's Address
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its
officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not -commenced within 180 days from date of issuance of such permit, or
cessation of work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this county to enter pon the above-mentioned property for inspection purposes.
Date (/ ' Zi Dy Signature (Applicant or Agent
ceAtti 4 4 Oidittad
Dear Property Owner:
78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253
TELEPHONE (760) 777-7012 FAX (760) 777-7011
OWNER / BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/Builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law to put their license number -on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Government as an employer and you are subject
to several obligations including State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business.Adminstration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we can confirm that you arc aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF LA QUINTA
DEPT. OF BUILDING AND SAFETY
78-495 Calle Tampico
La Quinta, CA 92253
(760) 777-7012
FAX: (760) 777- 011
GNATURE / DATE
,S15.50 /-at $%UQradU
PROPERTY ADDRESS
°Cie
PERMIT NUMBER(s)
1(\o �\�'\5�l� V() - �4 - , VA 0 A9.:‘ P d r w R I\
Approved by: Reso
O Planning Commission
O City Council
ommunity Dev. Dept.'
Initials
--Case No. •
Exhibit �"
-O With Conditions
CITY OF
BUILDING
AP PVEDJ
FOR CONN' UCTION
r
Q osVt dJ)\k- N\\ Q‘1"' e1 P, ''
\)k
'117—
5\ octJ kb �\
cep o NVo w w0o6 wAADe \(Q 4 t
DATE4011.1.
E,ove-b,\Tve K\\ ciAA ke ocRAkQ LV i3'
CAA SES'
rj
\\t V k kt\k ko UC, _ \ Qr� F ( � 1\
Qck,; KM__§_t_dtik os
Approved by:
❑ Planning Commission
❑ City Council
YlrCommunit Dev. Dept.
Initials
Case No.
Exhibit 6
O With Conditions
Date Reso #
`A
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATF BY
19" .)ic PC
1.`� oottk *
10/13/2004 10:25 7778774
PALM VALLEY HOME IMP PAGE 01
.- 393-3347 54530 4 fi It vas
i4 At 6444:../-61 La G2Z53
S -rail- °'. OE it ,� - f<4 •sactvtac 1 ATBIU0 Al �C Y :3
j6� s.• . 0.VJt 09:r . : i 7,.+MOM
�p• r ' �c�t : `� . �,` ...-1 . ...ilV OY ► d iA
� �. a , , ..., LZCOT3UR 3 e �O 1.101
rhOE 73d k
fl
. „q €lite 0 ...s 00: t . 3 $L .. ....._................3 -ma
oIOsI 9•,._,:
mon t ebilo e:0 !1 4•..4ruJ
,2416'
7
OE$ TA 11043392kiI-3R A
63VOR91> ; £i3aS.7"413 38 iJfWY
1a
TtIll 3.111t 1/4.3 801 MA Via
01.100544 A f/01 H
M31112 �3(T
.0017 33 7?Wi
3 1113a Q61
D5116E0 VIDE ' CL 1', T e.: 74i\
.;VA NEJ. E-CI±,t. _ -
tpE :bJ./{f,..t!�•E{�!� V2 �I�1�}ECE..
bH s 2EN O t OL4Nr
12}SEt1fI143ED
„d14 VDEORV1Et'3 Z ..... ..
: &bilua c:
OCT 13,2004 17:16
63
1 f1CIf3U1fa '_.`
11 r0��J uta ;
1c01.i(rY vrv.
.11s1.� 11•L
460
p�4
1E.
:Ci ,/7)410T
rni ht1 r
7778774
22
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION pa
DAT
BY
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATF BY
Construction is NOT PERMITTED
on the following Code Holidays:
New Year's Day
Dr. Martin Luther IQngJr. Day
President's Day
Memorial Day
Independence Day
Labor Day
Veteran's Day
Thanksgiving Day
Christmas Day
JUd
CONSTRUCTION HOURS
October 1st - April 30
Monday - Friday: 7:00 a.m. to 5:30 p.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Sunday: None
Government Code Holidays: None
May lst - September 30th
Monday - Friday: 6:00 a.m. to 7:00 p.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Sunday: None
Government Code Holidays: None
A RE -INSPECTION FEE OF S30
WILL BE CHARGED W THE APPROVED
PLANS AND JOB CARD ARE NOT ON.
THE SITE FOR A SCHEDULED
INSPECTION.
NO E (CEPTIQNSJ
a'HO1OVH1NO3
/H3NMO 3Hl JO 3SN3dX3 3H1 IV mama
d3NIV1NO3 3H1 3AVH 01 A1I3 3H13SI1V3 AVW
OS oa 013dn11V3 'AdVSS333N SV 0311dW3
38 ism °NV NOIlOfH.SNO3 S3SVHd
11V 9NIHna 311S 80f 3H1 NO O3HIflO3H SI
83NIV1NO3 SI8830 03ZIS A131VI1D30V NV.
Shining Brighter Than Ever
May 21, 2002
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Randy Venneri
54-530 Avenida Alvarado
La Quinta, CA 92253
(760) 777-8774
RE: Rear yard spiral stairway
Dear Mr. Venneri,
(760) 777-7000
FAX (760) 777-7101
A spiral stairway constructed in the rear yard of your home was observed from Calle Temecula
today. City records do not reflect permits or inspections for the constructed stairway. My cursory
observation from the public right of way has raised serious concerns for minimum code and life
safety requirements not incorporated into the constructed stairway. A site inspection will be
instrumental in assisting you with information required to properly permit and construct the
accessory exterior stairway to your proposed elevated uncovered deck. Please contact the
Building Department within 10 days of receipt of this letter for a site inspection at 777-7027. If
you have any further questions please call me, thank you.
Sincerely,
Building Inspector II
cc: 54-530 Avenida Alvarado
Tom Hartung, Building Official
Deby Conrad, Senior Code Compliance Officer
dpc
Dennis S. Wish C.E.
P.O. Box 1583
' La Quinta, California 92253
Engineer: Dennis 5. WishP.E.
Job Number: DD Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 1
, Scope: To satisfy plan check correction: Analyze lateral in worst direction North-South and' revise
shear walls to satisfy. Note: discontinuity at roof diaphragm occurs at north and south halves of
home. Design shear to each based upon equal distribution to roof area's.
Design Load Calcs:
From Truss Calcs (Spates Fabricators):
RDL := 15•psf •
RLL := 20•psf.
WDL := 20•psf
Lateral Load CaIc's
Roof Dead Load - Flat chord compo roof
Roof Live Load - Table 23-C
Exterior wall Dead Load - Assumed
WIND LOADING (UBC Sec. 2311):
C e := 1.06
Ca:=1.3
ct s := 12.6.psf
I:= 1.0
P := Ce•Ca•cts•I
Exposure C (Table 23-G)
Pressure Coefficients - Table 23-H
70 mph wind - Table 23-F
Occupancy Factor - Table 23-L
P = 17.363 •psf (EQ16-1)
SEISMIC LOADING (UDC Sec. 2330:
Z := 0.4
I:= 1.0
C := 2.75
Rw:=6
Seismic Zone Factor - Table 23-1
Occupancy Factor - Table 23-L
Coeffecient based upon Period - Sec. 2332 (b)
Structural Systems Coefficient - Table 23-0
Main Structure (Assume W at unity):
W:=1.0.119
V :_ (Z•I•RC 1•W
wlJ
Portions of structure:
C := 2.0
Wp:=1.0.119
V = 0.183.119 (EQ. 34-1)
Horizontal Force Factor - unsupported Parapets - Table 23-P
Assume Wp at unity - weight of portion of structure
Fp := Z•I•Cp•Wp Fp = 0.8.112
1997 UNIFORM BUILDING CODE
TABLE 16-A—UNIFORM AND CON
TABLE 16-A
USE OR OCCUPANCY
UNIFORM LOAD1
(psf)
CON LOADATED
(pounds)
Category
Descrlptlon
x 0.0479 for kN/m2
x 0.004 48 for kN
1. Access floor systems
Office use
50
2,0002
Computer use
100
2,0002
2. Armories
150
0
3. Assembly areas3 and auditoriums and balconies
therewith
Fixed seating areas
50
0
Movable seating and other areas
100
0
Stage areas and enclosed platforms
125
0
4. Cornices and marquees •
604
0
5. Exit facilities5
100
06
6. Garages
General storage and/or repair
100
7
Private or pleasure -type motor vehicle storage
50
7
7. Hospitals
Wards and rooms
40
1,0002
8. Libraries
Reading rooms
60
1,0002
Stack rooms
125
1,5002
9. Manufacturing
Light
75
2,0002
Heavy
125
3,0002
10. Offices
50
2,0002
11. Printing plants
Press rooms
150
2,5002
Composing and linotype rooms
100
2,0002
K2. Residential8�
(
Basic floor area
40
06
Exterior balconies
"Decks,
604
0
—��
----401.--.0
—�— .
Storage
40
0-
13. Restrooms9
14. Reviewing stands, grandstands, bleachers, and
folding and telescoping seating
100
0
15. Roof decks
Same as area served or for the type of occupancy
accommodated
16. Schools
Classrooms
40
1,0002
17. Sidewalks and driveways
Public access
250
7
18. Storage
Light
125
Heavy
250
19. Stores
100
3,0002
20. Pedestrian bridges and walkways
lc.,o ce,..:,,14n-7 c.._ c.._
100
2See Section 1607.3.3, first paragraph, for area of load application.
3Assembly areas include such occupancies as dance halls, drill rooms, gymnasiums, playgrounds, plazas, terraces and similar occupancies that are generally accessi-
ble to the public.
(`Wh'en snow loads occur that -are -in -excess -of -the -design -conditions-, the -structure -shall -be designed to supporttheioads due to the increased-loads-caused-bPdrift
buildup o ar greater snow-design-as-determined-by-the-building-official`See-Section-1614`For special=purpose-roofs; see Section'1607:4:4.
5Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons, exterior exit balconies, stairways, fire escapes and similar uses.
6lndividual stair treads shall be designed to support a 300 -pound (1.33 kN) concentrated load placed in a position that would cause maximum stress. Stair stringers
may be designed for the uniform load set forth in the table.
7See Section 1607.3.3, second paragraph, for concentrated loads. See Table 16-B for vehicle barriers.
8Residential occupancies include private dwellings, apartments and hotel guest rooms.
9Restroom loads shall not be less than the load for the occupancy with which they are associated, but need not exceed 50 pounds per square foot (2.4 kN/m2).
2-25
Dennis S. Wish C.E.
P.O. Box 1583
La Quinta, California 92253
Engineer: Dennis 5. WishP.E.
IL
l 1111111 I Ii I 1111111 71 j
Job Number: DD Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 1
Scope: To satisfy plan check correction: Analyze lateral in worst direction North-South and revise.
shear walls to satisfy. Note: discontinuity at roof diaphragm occurs at north and south halves of
home. Design shear to each based upon equal distribution to roof area's.
• Design Load Calcs:
From Truss Calc's (Spates Fabricators):
RDL := 15•psf
RLL := 20•psf
WDL := 20•psf
Lateral Load Calc's
Roof Dead Load - Flat chord compo roof
Roof Live Load - Table 23-C
Exterior wall Dead Load - Assumed
WIND LOADING (UBC Sec. 2311):
C e := 1.06 Exposure C (Table 23-G)
C := 1.3 Pressure Coefficients - Table 23-H
q s := 12.6•psf 70 mph wind - Table 23-F
I := 1.0 Occupancy Factor - Table 23-L
P := Ce•Cq•gs•I P = 17.363•psf (EQ16-1)
SEISMIC LOADING (UDC Sec. 2330:
Z := 0.4 Seismic Zone Factor - Table 23-1
I:= 1.0
C := 2.75
Rw:=6
Occupancy Factor - Table 23-L
Coeffecient based upon Period - Sec. 2332 (b)
Structural Systems Coefficient - Table 23-0
Main Structure (Assume W at unity):
W := 1.0•Ib
V := (Z•1.—CR 1•W
w/
Portions of structure:
C p := 2.0
Wp:=1.0.11,
V = 0.183.11, (EQ. 34-1)
Horizontal Force Factor - unsupported Parapets - Table 23-P
Assume Wp at unity - weight of portion of structure
Fp := Z•I•Cp•Wp Fp = 0.8•lb
Dennis S. Wish C.E.
P.O. Box 1583
La Quinta. California 92253
Engineer: Dennis 5. WishP.E.
North South Lateral Analysis:
At 10'-0" Ceiling Area:
H 10 := (10 + 2)•ft
Parpt := 2•ft
At 8'-0" Ceiling Area:
H8 :_ (8+2)•ft
Wind / Seismic Comparison:
rH10 )
"' wind = P• + Parpt
Plate height + Truss depth
Parapet height
Plate height + Truss depth
W :_ (RDL•40•ft) + WDL•2. 2 + Parpt
F := 0.183•W
Job Number: DD Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 2
w wind = 138.902 -Of Governs @ Garage
W = 920 •plf
F = 168.36 •plf Governs
Assume Lines of Shear at East wall of house, West wall of great room. East wall of garage and West
wall of garage
West end of Garage:
w wind • 20• ft
V4
V4
v:_—
L
2
L wall 2 -ft
H = 3.5
b
H := 7•ft
V 4 = 1.389.103 • Ib
v = 347.256 -Of
b:=Lwall
L := 4• ft
Use 3/8" Struct 11 plwd w/ 8d
(4:4) common nails and block
all panel edges.
v allow 1.20.320•plf v allow = 384 •plf
< = 3.5 therfore OK for ratio width of panel to unsupported height of panel
Mot v•Lwaii•H
M res = WDL H 8 222 ftz
M of - M res
OT :-
Lwall -6in
= 4.862.103 •Ib•ft
M of
M res = 400•lb•ft
OT = 2.974.103 • Ib
Use Simpson HD2A in double
2X stud (3" minimum) as per
• mfg's instructions.
Tallow 3270• Ib
Anchor bolt requirement (assumes 2X mudsill w/ 1/2" diameter A.D. = 841 lbs ea bolt) (see
attached sill bolt design. Note: install a minimum of 2 bolts per continuous sill plate. Place
first bolt within 12 inches from each end of sill.
V bolt 841 • Ib
v•Lwall
N
V bolt
N = 0.826
therefore use 2 anchor bolts.
Dennis 5. Wish C.E.
P.O. Box 1583
La Quinta. California 92253
Engineer: Dennis 5. WishP.E.
South Side at Dining and entry:
F = 168.36 •plf
F•42.ft
V2 22
V 2 = 1.768.103 •112 L := 5•ft
Job Number: DP Const.
Pate: 2/16/95
Description: 54-530 Alvarado
Sheet 3
Note: 50% of reaction at line 4 (minus garage reaction) i5 applied to south side of structure
V
2
v := v = 353.556 •plf Use 3/8" Struct f( plwd w/ 8d
(4:4) common nails and block
v allow 3201.2•plf v allow = 384 'PHall panel edges.
L wall 5•ft H := 8•ft b := L wall
= 1.6 < = 3.5 therfore OK for ratio width of panel to unsupported height of panel
Mo
= v•Lwall'H
M res WDL•H10• 2
L wall
2
OT := Mot — M res
L wall — 6• in
Mot = 1.414.104 •Ib•ft
M res = 3.103 •Ib•ft
OT = 2.476.103 • Ib
Use Simpson HD2A in double
2X stud (3" minimum) as per
mfg's instructions.
Tallow 3270• lb
Anchor bolt requirement (assumes 2X mudsill w/ 1/2" diameter A.B. = 841 lbs ea bolt) (see
attached sill bolt design. Note: install a minimum of 2 bolts per continuous sill plate. Place
first bolt within 12 inches from each end of sill.
Vbolt := 841.119
v•Lwail
N
V bolt
N = 2.102 therefore use 3 anchor bolts.
Dennis 5. Wish C.E.
P.O. Box 1583
La Quints. California 92253
Engineer: Dennis 5. WishP.E.
East side of Garage:
F = 168.36 •plf
V F•42•ft + V
2.2 4
V = 3.157.103 -lb L := 17•ft
Job Number: DD Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 4
Note: 50% of reaction at line 4 (minus garage reaction) is applied to south side of structure
v:= - v=185.694•plf
L Use 3/8" Struct 11 plwd w/ 8d
(6:6) common nails and unblocked
v allow 220.1.2• plf v allow = 264 -pH panel edges.
L wall 17•ft
H = 0.588
H := 10•ft b := L wall
< = 3.5 therfore OK for ratio width of panel to unsupported height of panel
Mot v' L wall' H
2
L wall
M res := WDL•H1O•
OT:=Mot-Mres
L wall - 6. in
2
M of = 3.157.104 •Ib•ft
M res = 3.468.104 •Ib•ft
OT = -188.604 • Ib
Use Simpson HD2A in double
2X stud (3" minimum) as per
mfg's instructions.
Tallow = 3.27.103 -lb
Anchor bolt requirement (assumes 2X mudsill w/ 1/2" diameter A.B. = 841 lbs ea bolt) (see
attached sill bolt design. Note: install a minimum of 2 bolts per continuous sill plate. Place
first bolt within 12 inches from each end of sill.
V bolt 841• Ib
v•L wall
N
V bolt
N = 3.754 therefore use 4 anchor bolts.
Dennis S. Wish C.E.
P.O. Box 1583
La Quinta. California 92253
Engineer: Dennis 5. WishP.E.
East wall at South Side of house
F = 168.36 •plf
V :_
F•38•ft
2.2
V = 1.599.103 •Ib L := 4•ft
Job Number: DP Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 5
Note: 50% of reaction at line 4 (minus garage reaction) is applied to south side of structure
V
v:_—
L
v allow 360.1.2•plf
L wall l= 4•ft
H=2
b
v = 399.855 •plf
v allow = 432 'Of
H:=5.ft
17 L w211
Use 3/8" Struct 1 plwd w/ Sd
(4:4) common nails and block
all panel edges.
< = 3.5 therfore OK for ratio width of panel to unsupported height of panel
Mot := v • L wall•H
2
L wall
M res := WDL•H1O• 2
M of - M res
OT :-
L wall - 6• in
M of = 1.28.104 •Ib•ft
M res = 1.92.103 •Ib•ft
OT = 3.107.103 • Ib
Use Simpson HD2A in double
2X stud (3" minimum) as per
mfg's instructions.
Tallow = 3.27.103 .119
Anchor bolt requirement (assumes 2X mudsill w/ 1/2" diameter A.B. = 841 lbs ea bolt) (see
attached sill bolt design. Note: install a minimum of 2 bolts per continuous sill plate. Place
first bolt within 12 inches from each end of sill.
V bolt 541.1b
v•Lwall
N :-
V bolt
N = 1.902 therefore use 2 anchor bolts.
Dennis S. Wish C.E.
P.O. Box 1583
La Quints, California 92253
Engineer: Dennis S. WishP.E.
East wall at North Side of house
F = 168.36 •plf
V :_
F•42•ft
2.2
V = 1.768.103 •Ib L := 9.5•ft
Job Number: DD Const.
Date: 2/16/95
Description: 54-530 Alvarado
Sheet 6
Note: 50% of reaction at line 4 (minus garage reaction) is applied to south side of structure
•V
v :_ —
L
v allow
= 220.1.2•plf
L wall 9.5•ft
= 1.053
b
v = 186.082 •plf
v allow = 264•I12•ft 1
H := 10 -ft
b:=Lwall
Use 3/8" Struct 1 plwd w/ 8d
(4:4) common nails and block
all panel edges.
< = 3.5 therfore OK for ratio width of panel to unsupported height of panel
Mot := v•L wll'H
2
L wall
Mres := WDL•H1O' 2
OT
Mot —M res
L wall — 6• in
M of = 1.768.104 -lb-ft
M res = 1.083.104 •Ib•ft Use Simpson HD2A in double
2X stud (3" minimum) as per
mfg's instructions.
OT = 760.867-112
T allow = 3.27.103 •Ib
Anchor bolt requirement (assumes 2X mudsill w/ 1/2" diameter A.B. = 841 lbs ea bolt) (see
attached sill bolt design. Note: install a minimum of 2 bolts per continuous sill plate. Place
first bolt within 12 inches from each end of sill.
Vbolt 841.112
v•Lwall
N
V bolt
N = 2.102 therefore use 3 anchor bolts.
Dennis 5. Wish C.E.
P.O. Box 1583
La Quints, California 92253
Wall Number: DD0295
Date: 2/16/95
Description: Shearwall deflection
Engineer: Dennis 5. WishP.E.
Wall: Line Garage Front
Shearwall Deflection Analysis as per UBC Standards Section 25-923: Trial wall w/ 15/32" plwd one
sides at w/ 8d at 4: o.c. w/ 4x6 post each end of shear wall panel and H/17 at 3.5 limit..
v:=384•plf
h:=7•ft
E := 1600000 • ps i
A := 3.5.5.5•in2
G:= 90000 psi
Maximum shear due to design loads at the top of wall. in pounds per linear foot
Shearwall Unsupported height, in feet
Elastic modulus of boundary element (vertical member at shear wall boundary) in
pounds per square inch.
Area of boundary element cross section in square inches (vertical member at shear
wall boundary).
Modulus of rigidity of plywood, in pounds per square inch (see table No. 25-9-J).
t := 0.535• in Effective thickness of plywood for shear, in inches (see Table Nos. 25-9-H and
25-9-1
en:=0.020•-ft
d a := .058• in
b := 2•ft
nail deformation, in inches (see Table No. 25-9-K).
Deflection due to anchorage details (rotation and slip at tie -down bolts).
Wall width, in feet
3
•A:=vh +v- • hh+0.75hen+da
E•A•b G•t
Allowable Story Drift:
A = 0.424 .in
allow 0.005• h A allow = 0.42 • in
Code allowable H/b ratio:
h 3.5
b
must be less than 3.5