SFD (14256)78795 Lowe Dr
14256
14492
AFI, : """- T,.N.. , r , • 40
*, . a,<
.r r W
P O BOX 1504
Building
Address
Owner
78-495 CALLE TAMPICO
78-795 Lowe Dr. LA QUINTA, CALIFORNIA 92253
Hreezland Inc.
Mailing 42-335 Washington F310
AddresCity lZip Tel.
Palm Desert, ["A 92211 (619)360-5557
Contractor
Executive Construction
ss
AddT734 Country Club
Cit! Zi Tel.
Yalm Desert, PA 92211 (619)360-5557
State Lic. City
& Classif. g 360038 Lic. #
Arch., Engr.,
Designer Hacker Engineering
A`6 it7 Hwy Ill Te(619) 324-0216
City Zip State
t;athedral Citi I, CA 92234 Lic-#
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that Fam licensed under Drovisions of Chapterj6 (commencing with Section
7000) of Division 3,of the Business and Professions,Code„an y license s to full force and
effect. /W +• ! `
SIGNATURE '`^ IF DATE
IF OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's license Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that he 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, 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, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through itis own employees,
provided that suchimprovements 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 did not build or improve for the purpose of sale.)
1, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of properly who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
I am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800. Labor Code.)
Policy No. Company
= Copy is filed with the city. 0 Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for one hundred dollars ($100) valuation
of less.)
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.
Date Owner
NOTICE TO APPLICANT., If, alter making this Certificate of Exemptionyou should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
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.
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
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 city to enter the above-
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City. State, Zip
7 41
•J
No. 142;.zF;
BUILDING: TYPE CONST. Vn OCC. GRP. R3
A.P. Number 604-233-005
Legal Description Lot 174 Tract 23260
Project Description SFd
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Propggy Line
FINAL DATE
INS
Issued Dated OCT 2 8
Validateded by: III
Validation: I Rv Y
J
Sq. Ft. 2105
Size
No.
Stories
No. Dw.
Units
New 0 Add D
Alter O Repair u Demolition ❑
Permit dons not include
block wall
or pool.
Estimated Valuation
$124,062.00
PERMIT
AMOUNT
Plan Chk. Dep.
2b • UT
Plan Chk. Bal.
3b2.00
Const.
/2/.Uu
Mech.
it
Electrical
14/.14
Plumbing
62.Uu
S.M.I.
Ii. 41
Grading
Driveway Enc.
UU
Infrastructure2,791.40
ry
'
z i.a r
C.
tucdt9
TOTAL
y ► . 11
4 , J 'i . t x
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Propggy Line
FINAL DATE
INS
Issued Dated OCT 2 8
Validateded by: III
Validation: I Rv Y
J
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES" t
tj
1ST FL. SO. FT. ® $
2ND FL. SO. FT. rg
POR. SO. FT. @MOBILEHOME
GAR. SO. FT. ®
CARP. SO. FT.
WALL SO. FT. ®
SO. FT. ®
ESTIMATED CONSTRUCTION VALUATION $
UNITS
SVC.
POWER OUTLET
tN I
YARD SPKLR SYSTEM -
BAR SINK i
IROOFDRAINS
DRAINAGE PIPING
DRINKING FOUNTAIN
URINAL
WATER PIPING 1
NOTE: Not to be used as property tax valuation
FLOOR DRAIN
MECHANICAL FEES
HEATING (ROUGH)
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASH ER(AUTO)(DIS H)
APPLIANCE DRYER
DUCT WORK
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRY TRAY
AIR HANDLING UNIT CFM
HEATING (FINAL)
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEMIPERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SO. FT. ® c
BATH TUB
BOND BEAM
SO. FT. @ c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® t 14 c
SEWAGE DISPOSAL
LUMBER GR.
SO.FT.GAR ® 3.c
HOUSE SEWER
FINAL INSP.
ROOFING
GAS PIPING
PERMIT FEE
REMARKS:
PERMIT FEE
PERMIT FEE
DBL t
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING A ELECTRICAL HEATING 8 AIR COND. SOLAR
SETBACK
GROUND PLUMBIN
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB. 1
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC K
IROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF. (
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APPJEOUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
FINAL INSP.
VVV
wt
GRADING
cu.yd.
$ -Plus-XS-=$
LUMBER GR.
FRAMING
FINAL INSP.
ROOFING
p r qJJ
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
THING
MESH
INSULATIONISOUND
FINISH GRADING
FINAL INSPECTIONFL
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURESlINITIALS
GARDEN WALL FINAL
DESERT SANDS UNIFIED SCHOOL DISTRICT
82-879 Highway 111
NOTICE: Indio, CA 92201
Document Cannot Be Duplicated 619-775-3500
Date 110/27/941 Type, of Permit La Quints
No. 113154 Permit #
Log
Owner Name Breeze Land Inc.
No. Street see below
city La Quinta Zip 92253 Study Area 232
APN # Tract # Lot # 0 Square Footage 18106
Type of Development Single Family Residence No. of units
Comments 78-805,78-785,78-815,78-795 Lowe Drive
At the present time, the Desert Sands Unified School District does not collect fees on
garages/carports, covered patios/walkways, residential additions under 500 square feet,
.detached accessory structures or replacement mobilehomes. It has been determined
the above-named owner is exempt from paying school fees at this time due to the
following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080
in the amount of 1.72 x 8106 or $ 13,942.32 have been paid to D.S.U.S.D. for
the property listed above and that building permits and/or Certificates of Occupancy for
this square footage in this proposed project may now be issued.
Fees Paid By
Charles E Lester
Name on the check
By Dolores A. Ballesteros
Telephone 360-5557
Superintendent
Fee collected /exempted by Mary Lou Lopez
Payment Received,,",'
Signature `
, .tieck':No. 3816 '•
Collector: Attach a caWXof county or city plan c c pplication form .to district cop; ..for all %vaivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy Accounting ` , ;
4
P.O. BOX 1504
Building 75--795 Lova Dr. LA Q
Address UINTA, CAL FORN A 92253
BreexeLand
Mailin
Address 42335 Washington 3t. P310
City
Pact L t Desert, CIZ
ip
92211
Tel.
360-5557
Contractor
V A P Specialties
Address
73-373 Country Club Dr. #701
Atyiiia Desert, Cs
Zip 92251
Tel -19) 346-4393
State Lic.
City
& Classif. ,B 675422
Lic. # 2934 .
Arch., Engr.,
Designer
Address
I Tel.
City Zip State
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
000) of Division 3 of the } Bus iness nd Professions Code, and my li she is in u I for and
feet. / /r / • •'iLf
$IGNA7URE>'I DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
reason: (Sec. 7031.5,eusiness and Professions Code: Any city or county which requires a
permit to construct, after, Improve, demolish, or repair any structure,- prior to its issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's, License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he 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 dull penalty of not more than rive hundred dollars ($500).
❑ I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or Improves thereon and who does such work himself or through his own employees,
provided that such 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 did not build or improve for the purpose of sale.) -
❑ I, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and •Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) #tensed pursuant to the Contractor's License Law.)
O 1 am exempt under Sec. B. & P.C. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
Thereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No, Company
. Iy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed If the permit Is for one hundred dollars ($100) valuation
or less.)
I certify that in the performance of thg 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.
Date Owner
NOTICE TO APPLICANT. N, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked. '
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.
This is a building permit when properly filled out, signed and validated, and is subject to
expiration it work thereunder is suspended for 180 days.
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 city to enter the above..
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
BUILDING: TYPE CONST
Number
No. 14492
OCC. GRP.:
Legal Description
Project Description Change of Contractor, see
Penait. 114 2 56
Sq. Ft.
Size
New ❑
No. No. Dw.
Stories Units
Add ❑ Alter ❑ Repair ❑ Demolition ❑
uation —0—
PERMIT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
AMOUNT
TOTAL —0—
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from,Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by: -
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBIW FEE!
IST FL. SQ. FT. ® $
UNITS
SLAB GRADE
2ND FL. SQ. FT. ®
BONDING
YARD SPKLR SYSTEM
POR. SO. FT. ®
MOBILEHOME SVC.
BAR SINK
GAR. SO. FT. ®
POWER OUTLET
ROOF DRAINS
CAR P. SQ. FT.
GAS (ROUGH)
DRAINAGE PIPING
WALL SQ. FT.
-
DRINKING FOUNTAIN
SO. FT. ®
TEMP. POLE
URINAL
ESTIMATED CONSTRUCTION VALUATION $
GROUT
WATER PIPING
NOTE: Not to be used as property tax valuation
FINAL INSP.
FLOOR DRAIN
MECHANICAL FEES
WATER SYSTEM
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
FINAL INSP.
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRY TRAY
AIR HANDLING UNIT CFM
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SO. FT. RESID ® 1Ye c
SEWAGE DISPOSAL
GAR. FIREWALL
SQ.FT.GAR ® 3/ac
HOUSE SEWER
LATHING
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APP./EQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ -Plus-X$-=$
LUMBER GR;
FINAL INSP.
FRAMING
FINAL INSP.
ROOFING
REMARKS:
VENTILATION
FIRE ZONE ROOFING '
FIREPLACE
SPARK ARRESTOR
GAR. FIREWALL
LATHING
MESH
INSULATION/SOUND
FINISH GRADING
FINAL INSPECTION
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS
GARDEN WALL FINAL
1&4Z 4& Ak-�/
tzir, V
r�
,01 Orr Il- ti
Tit�r- of '14tt (011thita
1111t*1bt*n4,d11b �afvt�J 13[1tieilUlt
This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building
Code certifying that at the time of issuance this structure was in compliance with the various
ordinances of the City regulating building construction or use. For the following:
BUILDING ADDRESS
78-795 Lowe
Drive
Use Classification
Single Family
Dwelling
14256
Bldg. Permit No.
Group R3
Type Construction
SIN Fre Zone
Use Zone SR
Owner of Building
Breezland Inc.
Address
42-355 Washington F310
City Palm
Desert, CA 92211
By:
Bruce Pelletier
--
Dote:
March 9, 1995
Owl
Building Official
POST IN A CONSPICUOUS PLACE
T 3
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - --- - - - - -- - - -- --- - - - - - - - -
MULTI -STORY WIND FORCE DISTRIBUTION
---------- --------------------------------------------------------------
DESCRIPTI6N >> LAQUINTA / JOHN H. HACKER & ASSOCIATES
>> BREEZELAND ` 68487 Highway 111 Suite 56
------------------------------ C6THEQB9j_C r4XAWG 2M4
DESIGN DATA Design Wind Pressure 'P' = Ce Cq Qs I (1991 UBC)
Ce = Height, Exposure & Gust Factor (Table 23-G) ---
Enter: 'B'->2, 'C'->3, 'D'->4 ---->>> 3
Cq = Pressure Coefficient (Table 23-H) -----
Varies From 0.5 -> 3.0 ----->> 1.4
Basic Wind Speed From UBC Figure No. 4 ----->> 70 mph
Qs = Wind Stagnation Pressure at 33 feet ----->> 12.6 psf
PER TABLE 23-F ----
I = Importance Factor ( Section 2311 h ) ----->>
Essential Facilities = 1.15, Other = 1.
co
J 14814
MULTI -STORY WIND FORCE DISTRIBUTION E`3414
----------------------------------- OFCALIF�P�\!
NUMBER OF STORIES 1 ...Press [ALT -B] to reset worksheet
PARAPET HEIGHT ABOVE TOP LEVEL = 0 ft
------------------------------------------------------------------------
.Level Exposed
Design
Lateral
Story
Story
LEVEL Height
Width
Pressure
Force
Shear
Moment
# (ft).
---- -------------------------------------------------------------------
(ft) Ce
Cq (ksf)
(k)
(k)
(ft -k)
2 15
1 1.13
1.4 19.9332
0.07
1 8
1 1.06
1.4 18.6984
0.15
0.07
0.49
v�EIS�►�!/G . l d'�
------------------------------------------------------------------------
K,0
BASE TOTALS =
0.22
2.2.
DESIGN DATA..SOILS
BEARING 1500 PSP--
CONC 2000 PSI
...STEEL 20,000 PSI
ROOF LOAD -LIVE 16 PSP..DEAD 12 PSP --CEILING 10 PSP..WIND 26 PSF
C5�,/ BUILDING SIZE.. 41 % 51 .... 2091 SQ.PT eNPAV PW.
LATERAL LOAD ON
M lug rG9v�c-
1
rA/,g r -5/)
I
2t
WALLS.. POUNDS PER LIN PT
FRONT WALL WIND 178.5484 ..LENGTH OF PRO WALL LESS OPENINGS 31 LIN FT
FRONT WALL SEISMIC 182.166 NSE -W .57UCC.O
REAR WALL WIND 395.3572 ..LENGTH OF REAR WALL LESS OPENINGS 14 LIN FT
REAR WAIS, SEISMIC 403.3676
SIDE WALL(RIGHT)WIND 127.5 ..LENGTH OF S$QE WALL LESS OPENINGS 54 LIN FT
SIDE WALL(RIGHT) SEISMIC 104.5768`� 4e� d
SIDE WALL(LEPT) WIND 229.5 ..LENGTH OF SIRE W LESS OPENINGS 30 LIN FT
SIDE WALL(LEFT) SEISMIC 188.2382 r
RECOMMENDATIONS (REP TABLE 25-R UBC)_a J& ✓�/e r�yygpp�
4 tl ¢ K 0. e• 4;P7H S/O,cs .
ROOF DIAPHAGN SEISMIC DEFLECTION 137.7353 LBS PER FT
ROOF DIAPHAGM WIND DEFLECTION 167.9268 LBS PER FT
RECOMMENDAT ONS (REF TABLE 25-J UBC) /G r/ Ll/7P�LDG/LE�
r
TOP CHORD PLATE 1759.901 OR IF LESS THAN 5250
LAP SPLICE 4 FEET WITH 8.308547 16 D NAILS
LOAD OF FOOTING 1229 OR IF LESS THAN 1500
------------------------------------------------------------------------
PLYWOOD SHEAR WALL DESIGN
& ANALYSIS
�jyE4T L �P
DESCRIPTION >> LA QUITI A D2150 PLAN
(ate ap A4*S 4r�.)
STR
-------------------------------
LOADS
----------------------------------
NAIL SIZE:
= ?111 010) '0A --
IvSill
LATERAL:
8
«--
SHEATHING THICKNESS: .31251",
#1 :
LAT. SHEAR APPLIED TO WALL=
403
plf x Length =
09 lbs
#2 :
LAT. SHEAR APPLIED TO WALL=
0
plf x�-ngth =
0 lbs
#3 :
STRUT FORCE APPLIED TO TOP OF
WALL
�oF�ti _
0 lbs
#4 :
STRUT FORCE APPLIED TO TOP OF
WALL
e`�° �� =
0 lbs
#5 :
MOMENT APPLIED @ TOP OF WALL
0 ft-#
s 4614 f
Load
3-31-9X ft X -Right
VERTICAL:
-----
sr9 IVIL o�� -- -------
__-___#1.:
#1.:
CONCENTRATED =
0
lb OF CALIF 0 ft
#2
: CONCENTRATED =
0
s 0 ft
#3
: CONCENTRATED =
0
lbs 0 ft
#1
: UNIFORM =
800
plf 0
3 ft
#2
: UNIFORM =
-800
plf 0
3 ft
DESIGN DATA
PLYWOOD APPLIED TO ONE OR
BOTH SIDES ?
1,2 --->>
1
«--
PLYWOOD GRADE:
STR
I:1, STR II:2 --->>
1
«--
NAIL SIZE:
= ?111 010) '0A --
IvSill
6d, 8d, 10d --->>
8
«--
SHEATHING THICKNESS: .31251",
.37511,
.5011, .594" --->>
0.375
«--
STUD SPACING =
16 in
WALL LENGTH =
3
ft
LEAST DIM. OF END POST =
3.5 in.
WALL HEIGHT =
8
ft
SEIS. FACTOR FOR WALL WT=
0.3
WALL WEIGHT =
15
psf
NOMINAL SILL THICKNESS =
2 in
Ht/Width Ratio=2.66666
------------------------------- SUMMARY ------------------------------
USE .......... 0.375 in Plywood Applied To --->> 1 Side/s
Required Nail Size = 8 d Req'd Nail Spacing = 3 in
Req'd Field Spacing= 12 in
Shear Wall Capacity = 552 plf x # of Sides = 552.00 plf
Actual Total Shear, = 1317 lbs Required = 439.00 plf
UPLIFT CHECK Moments about lower: ..Left.. ..Right..
Overturning Moment on Wall = 10104 ft-# 10104
Resisting Moment From Vert. Loads = 4140 ft-# 4140
Uplift @ End w/o D.L. reductions = 1988.0 lbs 1988.0 lbs
Use Simpson HD2A @ Left
Side of
Wall
: Capacity
= 3300 lbs
Use Simpson HD2A @ Right
Side of
Wall
: Capacity
= 3300 lbs
L Pio Z 3
= ?111 010) '0A --
IvSill
Sill Attachment..... Use 1/2"
Anchor
Bolt
@ 23.1
in o/c
or 5/8"
Anchor
Bolt
@ 36.0
in o/c
or 3/4"
Anchor
Bolt
@ 48.0
in o/c
FOOTING DESIGN.....
Reinf. Area @ Left = 0.244 in^2 Shear @ Left : OK
@ Right = 0.244 @ Right : OK
i----------------------------------------------------------------------I
---------------------- FOOTING DESIGN & ANALYSIS-----------------------
.Z�ws. T . PF
CONCRETE WEIGHT =
145
FOOTING SIZE
REBAR COVER =
LEFT OF WALL =
10 ft
Wall Length =
3 ft
RIGHT OF WALL =
10 ft
Overall Length =
23 ft
FOOTING WIDTH =
1 ft
THICKNESS =
18 in
Lateral Load Applied Toward
----->>>
Ecc. of resultant @ footing
CL
Soil Presure @ LEFT Side of
Footing
Soil Presure @ RIGHT Side of
Footing
Mn @ Left Face Of Wall
Mn @ Right Face Of Wall
vu/.85 @ 'd' from Left Face
Of Wall
vu/.85 @ 'd' from Right Face
Of Wall
Allowable Shear
psf
Overturning Moment
psf
Resisting Moment
psf
...........FACTOR OF SAFETY
psf
.Z�ws. T . PF
CONCRETE WEIGHT =
145
pcf
REBAR COVER =
3.5
in
f'c
=
3000
psi
Fy
=
60000
psi.
MIN. As
=
0.0014
Total Vert Loads=
5,363
lbs
Kern Distance =
3.83
ft
Left
Right
_ -2.25
ft
2.25
ft
= 370
psf
96
psf
= 96
psf
370
psf
= 2123.5
ft-#
8092.5
ft-#
= 8092.5
ft-#
2123.5
ft-#
= 1.82
psi
8.45
psi
= 8.45
psi
1.82
psi
= 109.5
psi
109.5
psi
= 12080
ft-#
12080
ft-#
= 61669
ft-#
61669
ft-#
= 5.11
: 1
5.11
: 1
4-05
q2A a,& !gyp z 3j
0 JOHN H HACKER CIVIL ENGINEER
STRUCTURAL ANALYSIS
OWNER )6020e2&CAOJO
PROJECT
DATE /a
BEAM CALCULATION LOCATION /I
SPAN OF BEAM IS 16 LIN FT.... LOAD ON BEAM IS 400 LBS PER LIN FT
WIDTH OF BEAM IS 3.5 INCHES... HEIGHT OF BEAM IS 15.25 INCHES
ELASTICITY OF BEAM IS 17 00000 TYPE OF LUMBER IS VF * 'L
MOMENT OF BEAM IS 12800 FT POUNDS.... I OF BEAM 1034.419
Fb OF BEAM IS 1132.23 ... OK IF LESS THAN 1300
ALLOWABLE DEFLECTION OF BEAM .8 ...ACTUAL DEFECTION OF BEAM .3354445 INCHES
HORIZONTAL SHEAR IS 89.92974 .....OK IF LESS THAN 85 y 1.1 �� D/tom
BEAM CALCULATION LOCATION /'-'&&AVL/'¢" Z7O�%�' ✓g
SPAN OF BEAM IS 6 LIN FT.... LOAD ON BEAM IS 800 LBS PER LIN FT
WIDTH OF BEAM IS 3.5 INCHES... HEIGHT OF BEAM IS 11.25 INCHES
ELASTICITY OF BEAM IS 17 00000 TYPE OF LUMBER .IS
MOMENT OF BEAM IS 3600 FT POUNDS.... I OF BEAM 415.2832
Fb OF BEAM IS 585.1429 ... OK IF LESS THAN 1300
ALLOWABLE DEFLECTION OF BEAM .3 ...ACTUAL DEFECTION OF BEAM 3.304667E-02 INCHES
HORIZONTAL SHEAR IS 91.42858 .....OK IF LESS THAN 85 �(�, rZ p
PQ 2 6
�too/?
- ¢vb 0
P, Z&
JOHN H. HACKER & ASSOCIATES
CIVIL ENGINEERS
4501 E. Sunny Dunes Rood
Suite C
Path Springs. CA 92264
(619) 327-4566
CLIENT 72' "C,Q G Va 4. U E .5 •)pg NO.
LEGAL F02 �j,4,1E.4/P_ GUgct S
SHT. .� OF 40
DATE
CREW
M� SfRA11 VALE' SCF.^-'Delis-�:.'��%� � � ..;•-...
' :. •,
:' 1 I L L
T 1E 6
110E I
') ;
-
,
'- • ,�^•. ; ; .4 % -+�
Allowable
txterior• y.-
Ifall*
Interior -
walls
:. Sill Railing
It Rpptr?tories
16d o a- o.e
Shear
1/l" • 2L,• o.c. 1f2" 0 24.0" D.C.
'ti 16d • ♦• o.t•
2�=-156 L4rt-in braes' :.:%:-'"' �'' �`
No.
•180 PLT
•
•_
�X •'�
22 2/2' drwith 5d cooler nails 4 70 o.e� ' _' •8.200
edge ! leld (Table 47-1 USC)
..
jW nr
ih. t 720 e.e.
.
7. 2 Shot Pius 32- o.e+.,:•
�'/C��
•.
16d • 16• o.e
•l6d t a`
.
PLY
��yy
l./`" W Aa- O.C•
2/.•" 0 48 O.Cr-
_ O.0
y
3 5/8" drywall with 64 Cooler nallb • 70 o:C.
16d.0 2e D.C.
•
260 PLT
1'/2" & 320 C. , 2/Y• 1 32•' i.e. '
t 16d 49 16•'4i.c
_.
edge !field
100 pyY
6200
72• o.t:.
• •
7/� 2 Shoe rias 3r o.e
1/r at i8" 0. C.
.
16d • a" a.e
�1/7• drywall with 5d•Cooler nails • Y O.C.
PLY
125 pLF
1/2" A8" o.C.
2/t` • 72` o.e.
•
2/2" 0 72' a.e. �.
16d • lr o.t
edge !field (Table.l7-I UBC)
w2S5 PLY
1/t" 0 36• o.e.
1/2` 4136" o.e.
16d • 6•.o.t
640 PLT
1/2" • 16- 0-t- 2/2" ► 16-1 O. Co.
16d O 2_ �. D.C.
O O.C.
•1280 PLT
1/2" a a- o. t.• -I/2' W a" O.C. ,
— K.
1 with cooler nada W � O.C.
edge ! field _
O-1/'2• blocked drywall with Sd cooler sails O r D.C.
edge ! field (Table 47-1 CBC)
0 6•
S/a- blocked drywall with 6d Cooler nails • •o.C.•:
edge.! field (Table 47-1 CBC)
�7/a• stucco over woven or welded wire lath w/16 pude
stapples at 60 O.C. at top t bottom plates, edge -of &bear
wall and on field '
9e.-7/8• Kntoo oar piper bstked lath :A6,", i staples
&t 3 D.C. at.top A b'ottos pplates, edge of .hear wall
and 6' D.C. an field (ICBO Re go. 1823Feb. 1982
1
e or (ICBG Report Ro. 1)la,'►Lar:�61) '
' . 3%8- Plywood Strutt. II o; artd. shtg. with ad nails r
6. 0.4:. at edges ! 12" o.e. field (Table 251: CBC)
11 —3/8" Plywood Strutt. II or std. slits. with ad nails •
4" o:c. at idges ! 12- D.C. field (Table. 251 UBC)
�.-3/e." Ply'rood Struct. 2Y or arid. she . with ad nails.
)• D.C. �at edges ! 12- a.c. field (Table 2X L1BC)
13 3/e.• Plywood •Struct.•IZ or std. shtp. with ad nails 0'
2- p.e. stngl Bred at edges ! 12"D:c. field (Table 251-
UBC) Framin&shall bit 3" nominal- or wider
�IZ• Structural Z Plywood .withjo d 'aids o4 "e o.C.
at adges 4k12- D.C.. field: •
troctura ywoo t d nails,!► • • o.t. '
•t edges ! 12" o.e. field•
:•• —W21 eontlnuous exterior footings t6'have 1/22. 3L 10"
A.B.•s 4! 72" o.c. unless otherwise note4 as plans_'
17 —ill interior; hearing and non-bearing ftgs. to ban 7/)20
shot pins • 92" s.c. ! 4e.. O.C. rsspogtivelrpI.i.I C70
,f47205:ICBO Report 1260, Nov. ;982
. 125 PLT
•250 PLT
(DZd y es.
1/2- *-72` o.c. ;1/Y` 0 72' o.C...
1/2" • 36• o.0►. 1/2" • 36; o.e,
264 • 12• o.e
16d • :6• a.e
ISO PLY
2/2"41 64. O.C. 1/!" 0 64- o.e.
16d o :a" o:e
0300 PLT
1/2" • 32• o.e. 1/2" 32" o4e.
16d t ro.e
'175 PLT
1/2: •.S6" o.e. i/Y* 41 56.t o.e.
16d o a- o.e
0350 PLT
1/l" • 2L,• o.c. 1f2" 0 24.0" D.C.
'ti 16d • ♦• o.t•
Ted
No.
•180 PLT
2./1" • .56' o.e. '1/2" 6 56'.0.6.
16d O r o.e,
0360 PLT
1/2"'5 24o• O.C. •2/2" 0 24•• o. c..
16d & A• D.C.
tw
3
JN'
25 FLY
2/t" a l
le"
Embein
dmefd
650 PLP
o.es' 1/2 4R O.C.
3,/2` & a" .
16d.0 2e D.C.
•
260 PLT
1'/2" & 320 C. , 2/Y• 1 32•' i.e. '
16d 41 60 o.c.
o.t.-. 1/2" • 160 o.t.
16d ! 3" 0-c-
380 PLY 'Zell
• 240 0.4:. , l./!• 1 2L• o. t.
�16d ♦ 1D.C.
2F
! PLY Y
2/2" 41 a" a.e. 2,/2• a" a. to
lbd�
6go PLT
1/2" o 16• o.d..- Lots41,16 e.C.
16d 41 3- e. e.
•• 980 PLP
1/2` s a" o. c. ; 2,/2* O a` O.C..
16d e i 3/A- o
640 PLT
1/2" • 16- 0-t- 2/2" ► 16-1 O. Co.
16d O 2_ �. D.C.
O O.C.
•1280 PLT
1/2" a a- o. t.• -I/2' W a" O.C. ,
16d AS=
HD 8
1'
(2 r ws-naggered
ALLATE7?nwz ZDCES OF PLTWOOD SHMTS NUSI
w BLOCKED WITH 2z SOLID BLACKING. '
• ZRSILNATES• SITZ DOL.TIAG OR WAILING WHERE
635 s 4,/3/Bolt 2. SHEAR WALL SHEATRL]rG IS TO BE APPLIED TO BOTH
SIDES OF .YAL•L: '
?. .TO BE USED TO PROVIDE REQUIRED ALLOwABLX SHEAF.
100 PLP 1ALUSS. t e
HD HOL[>OWNS
�..
F
MR
D@Wp Leed'•
DoOp Lme Yela'
uMmele
An,chm.M
Annpe
Whet hshned ee Shy TMckra M
Concrete
G
11.460
2400
PAN 4 N'M8 or 21.16d N&%
•� p ..
3150
Ted
No.
Ole.
Mtn. r
fled
Ultlmde
1%'
1
tw
3
JN'
Embein
dmefd
HD 2
ww'
9'
-%'M8
13.200
2450
2520
2520
2520
2520
HD 5
11•
l2)
(2►-4'.'MB
19.000
3375
3610
3610
3610
3610
HD 8
1'
14'
(3 WMB
16.600
_W .
5410
5410
5410
$410
HD 7
1
14•
(3)-7A•MB
26.600
6350
6500
6500
6500
6500
HD 7
iK'
15'
3 JVMB
26.600
6350
7100
7500
7500
T500
HD 2N
11•
f
(2)-M'Me
6.800
2450
25M
2520
2520
2520
HD SN
11•
(2) -%-Me
11.600
1 3375
3610
3610
3610
3510
NO 7N
1'
14r
I1 M6
20 300
4800I
5640
6480
6500
I 6500
�..
F
Model
D@Wp Leed'•
Ne.
uMmele
Nle. Y SW
PA18 (2}1w•MB or 12.160 Neff
11.460
15M
G
11.460
2400
PAN 4 N'M8 or 21.16d N&%
•� p ..
3150
PA HOLDOWN3
NOMI
Avenge Teel
D@Wp Leed'•
Ne.
uMmele
Nle. Y SW
PA18 (2}1w•MB or 12.160 Neff
11.460
15M
PA23 (31.15 M6 or 18.16d Neb
11.460
2400
PAN 4 N'M8 or 21.16d N&%
11 460
3150
Nom.
SHED r"E L. �nrs •
-- HkEaR _P,�N�L _
W�f� cx.GUFS 1
2x .
°IIE- fie' PLYw o: .
GLiP qr
to-go)
e'N • F�-fab
Z X ..j UL o
MALI. - - -
rlLywt7- WHEM oxuRs -3EE
• FNwyNe PI�►.t�l
0 JOHN H -HACKER CIVIL ENGINEER
STRUCTURAL ANALYSIS
OWNER R R G C 2, L A D
PROJECT Lowe O R I V G
DATE 10.
BEAM CALCULATION LOCATION BEPRCOhi WAS%,
SPAN OF BEAM IS 13.33 LIN FT.... LOAD ON BEAM IS 99 --LBS PER LIN FT
WIDTH OF BEAM IS 5.5 INCHES... HEIGHT OF BEAM IS 15.25 INCHES
ELASTICITY OF BEAM IS 17 00000 TYPE OF. LUMBER IS �r.
MOMENT OF BEAM IS 17768.89 FT POUNDS.... I OF BEAM 1625.515
Fb OF BEAM IS 1000.208 ... OK IF LESS THAN 1500
ALLOWABLE DEFLECTION OF BEAM .6665 ...ACTUAL DEFECTION OF BEAM .2056822 INCHES
HORIZONTAL SHEAR IS 95.35618 .....OK IF LESS THAN 95
c,