BPOL2018-003578-495 CALLE TAMPICO . .
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
POOL/WATER FEATURE
BPOL2018-0035
Tw!� 4 4v Qu!Kz -
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
49475 MARNE CT
602290062
DYKE / WATER FEATURE WITH GAS LINE AT REAR YARD
$10,000.00
Applicant:
KANCUN POOLS AND SPAS INC
80-554 WILLOW LN
INDIO, CA 92201
MAR 0 7 2018 .
. CITYOFIAQUINTA 1a
COMMUNITY DEVELOPMENTOEPARTMENT
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 Professions Code, and
my License is in full force and effect.
License Class: C53 p License No.: 987978
(Date: 0 -- Contractor:
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 fi)e 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 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).:
U I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The 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, 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:
Owner:
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
Lender's Address:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760)777-7153
Date: 3/7/2018
Owner:
VAN DYKE
49475 MARNE LANE
LA QUINTA, Cru 92253
Contractor:
KANCUN POOLS AND SPAS INC
80-554 WILLOW LN
INDIO, CA 92201
(760)397-7699
Llc. No.: 987978
WORKER'S COMPENSATION DECLARATION
I hereby affirm under'penalty of perjury one of the following declarations:
_ I have and will maintain a certificzte 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'-ompensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the workfor which this permit is
issued. My workers' compensation insurance carrier and polity number are:
Carni EXEMPT Polity Number: _
1 certify that in the performance of, the work for which this permit is issued, I
sha 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 the Labor Code, f shall forthwith
comply with those provisions.
Date: / Applicant:
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 :he Building Oficial 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, an -3 the applicant, each agrees to, and shall
defend, indemnify and hold harmless the Cit- of La Quinta, its officers, agents, and
employees for any act or omission related torthe 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 :tate that the above information is correct.
I agree to comply with all city and county orcinances and state laws relating to building
construction, and hereby authorize represen:atives of this city to enter upon the above-
mentioned.prope ty for inspection purposes.
Date:. /y o 'Signature (Applicam or Agent):
0
Date: 3/7/2018
Application Number: BPOL2018-0035
Owner:
P rope rty'Ad dress: 49475 MARNE CT
VAN DYKE
APN: 602290062
49475 MARNE LANE
Application Description: DYKE / WATER FEATURE WITH GAS LINE AT REAR YARD
LA QUINTA, CA 92253
Property Zoning: .
Application Valuation: $10,000.00
Applicant:
Contractor:
KANCUN POOLS AND SPAS INC
KANCUN POOLS AND SPAS INC
80-554 WILLOW LN
.80-554 WILLOW LN
INDIO, CA 92201
INDIO, CA 92201
(760)397-7695
Llc. No.: 987978
Detail: WATER FEATURE AT REAR YARD AND GAS LINE FOR FIRE PIT AND BBQ[DENISE POELTLER ENGINEERING] TNS PERMIT DOES NOT INCLUDE
EQUIPMENT ENCLOSURE AND ANY OTHER WORK INCLUDING SINKS OR OTHER APPLIANCES. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT
PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE.
0
DESCRIPTION
BSAS SB1473 FEE
DESCRIPTION
DEVICES, FIRST 20
DESCRIPTION
DEVICES, FIRST 20 PC
DESCRIPTION
GAS SYSTEM, 1-4 OUTLETS
DESCRIPTION
GAS SYSTEM, 1-4 OUTLETS PC
DESCRIPTION
WATER FEATURE
DESCRIPTION
WATER FEATURE PC
DESCRIPTION
ACCOUNT QTY.
AMOUNT
AMOUNT
101-0000-20306 ; 0
$1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
$10.00
ACCOUNT
QTY
AMOUNT
101-0000-42403
0
$26.01
ACCOUNT i
QTY
AMOUNT
101-0000-42600i
0
$26.01
Total Paid for ELECTRICAL: $52.02
ACCOUNT
QTY
AMOUNT
101-0000-42401
0
$13.00
ACCOUNT
QTY
AMOUNT
101-0000-42600
0
$26.01
Total Paid for PLUMBING FEES:. $39.01
ACCOUNT
QTY
AMOUNT
101-0000-42404
0
$195.05
ACCOUNT
QTY
AMOUNT
101-0000-42600
0'
$98.83
Total Paid for POOL/ SPA: •$293:88
DESCRIPTION
"ACCOUNT'
QTY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000=42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION ACCOUNT QTY AMOUNT
TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00
Total Paid for TECHNOLOGY ENHANCEM =NT FEE: $5.00
-
Bin.
City. _*f . - Quinta
Building 8r Safety Division
P.O. Box 1504, 78-495 Cane Tampico
jA Quinn, CA 92253 - (760) 777-7012
oa 3S BuPermit Application and Tracking Sheet
permit #
efi ;W00-
ProjwAdduess 49.475 MARNE LANE
Owner's Name:. VAN DYKE
A. P; Number 602290062-3
Adder- 49475 MARNE LANE
Leger De=- Wtkn; SINGLE FAMILY - =SID NCE
Cita', ST. Zip: LA QUI NTA CA 92253
Contractor KANCUN POOLS & SPAS INC
Telephone:
Address: 8055.4 WILLOW LANE
Project 1)escrition:
City, ST, Tp INDIO CA 92201
ADDITION OF A WATER FEATURE WITH A NEW
Telephone: 760-397-7699
='` 1-1/2" GAS LINE FOR A FIRE PIT AND A NEW
StateLic,#:
-------------
Qty $;
OUTDOOR KITCHEN ALSO'MTH A NEW 1-1/2"
- _
Arch,Engr..Designc FLYING BUTTRESS
GAS LINE BOTH STUBBEDAND CAPPED
Adduce 77725 ENFIELD LANE #130
WAITING FOR INSPECTION PRIOR TO
Cuts, ST Zip: PALM DESERT, CA 92211
CONNECTION
Telephone: 760-772-4411 -
State Lic #; C33446
Construction'[We:. Occupancy:
Project type (circle one): New Add'n Alter Repair Dergo
kFt.: #Sunrise: #UmL
Name of Contact Person; KEITH GOODYER
Telephone # of Con?art Pelson: -760-567-7377 '
Estimated Value of Project: $10,000.0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Sobinittal
Re9'd
Ree'd
TRACIMIG
PEBMIT FEi;S
Plan Sets
Plan Check submitted
Item Amount
SMtctural Cales.
Reviewed. ready for corrections
Pian Cheek Beposit. .
Train Cake.
-
-
Called Contact Person
Pian Cheek Balance -
Tide 24 Cales.
Plans picked up
Construction-
Flood pWn plop
Ptons resubmitted.'.
Meeharileal
Grading plan
Z" Review, ready for corrpetionsksme
Electrical
40"utaetor hist
Called Contact Person
Pluwbtng
Grant Deed
Plans picked up
MQ -k Approval
Pians resubmitted
Grading
IN HOUSE-,
Review, ready for eorrec"nsiissne
!)evdoper Iupaex Fee
Planning Approval-
Called Contact Person'
AIP.P.
Pub. Wks, Appr -
Date of permit issue
School Fees
Total Permi- Fees
PATIO
RESIDENCE
(VAN DYKE)
ONE STORY
•
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Scale: 1/8 = 1-0" _
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CITY OF M QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATES 07 6Y
W -kND B� 6AS I- ISE
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.
REVISIONS
A - FOR REVIEW - OIA9118
1 EXISTING PLANTER AREA
ry�NEW 56 S0. FT x THIGH
WATERFALL W/ 6" DEEP RAISED SPA
STREAM FEEDING INTO Ell
POOL EXISTING POOL AND SPA
L
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14'
NEW BENCH AND FIREPIT REPLACE PATIO PAVERS
APPROX 1170 S0. FT. EN
W/
Wx
PATIO
RESIDENCE
(VAN DYKE)
ONE STORY
•
PLA
1 N>
Scale: 1/8 = 1-0" _
1,;,poL2018- ov3�
CITY OF M QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATES 07 6Y
W -kND B� 6AS I- ISE
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DATE:
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CONSTRUCTION
REVISIONS
A - FOR REVIEW - OIA9118
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DATE:
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CONSTRUCTION
y, e jqyCng, """""' ejk BY Q2 -f DATE ?1 5 \/AN DYKE
77725 Enfield Lane, #130 REVISED 441415 Marne Court PAGE_
Palm Desert, CA 92211 La Gtuinto
(760) 772-4411 FAX (760) 772-4409 OF
drpfly@aol.com _
CLIENT: KANGUN P001-5 CITY OF LA QUINTA
50-554 Wil low Lane
Indio, CA 92201 BUILDING &SAFETY DEPT.
APPROVED(760) 3q-f-�b�iq FOR CONSTRUCTION
STRUCTURAL CALCULATIONS
ENGINEERING SERVICES:
2015 Int'l Buildfng Code
2016 California Building Code
I. Design pad footing at boulder stack.
2. DETAIL "A": Water feature at boulder stack.
S. DETAIL "B": Section through lazy river/tanning shelf.
4. DETAIL "D": Lazy river connection at deep and of existing pool.
SOILS INFORMATION
NO SOILS REPORT PROVIDED. USE DEFAULT VALUES IN TABLE 18062, CBC 2016.
OWNER/CONTRACTOR ACCEPTS ALL LIABILITY FOR COMPACTION AND SUBSIDENCE
OF UNDERLYING SOILS.
Soil Classification = 511ty sand, Sandy silt (SP, 5M, SKI
Soil Bearing Pressure = 1500 PSF Continuous Footing (Increase 1/5 for SEISMIC/WIND)
Equivalent Fluid Pressure = 55 PGF (Cantilever Wall, Level Backfill)
Sliding Coefficient = 0.25
Passive Pressure = 150 PSF/FT
CONCRETE STRENGTH WT = 150 PGF
f' c = 2500 P51 28 -Day Compressive Strength, Water/cement Ratio = 050 MAX
TYPE II/V CEMENT
O QROF ESS/0
REINFORCING STEEL ��`� �R• PO F
F y = 40 K51, Grade 40, ASTM A615, #5 BARS OR GREATER ��\y << 22
U p C-33446
SPECIAL DEPUTY INSPECTION REQUIRED FOR RETRO -FIT STEEL. EXP. !o • .
51MP50N SET -XP ADHESIVE EPDXY (ICG-E5R-2508) * 1�1
MISC. LOADS WATER PRESSURE = 625 PGF
IT 15 THE FULL INTENTION OF THE ENGINEER THAT THESE CALCULATIONS CONFORM TO THE CALIF. BUILDING CODE,
2016 EDITION. THESE CALCULATIONS SHALL GOVERN THE STRUCTURAL PORTION OF THE WORKING DRAY41N65.
WHERE ANY DISCREPANCIES OCCUR BETWEEN THESE CALCULATIONS AND THE WORKING DRAWINGS, THE ENGINEER
SHALL BE NOTIFIED IMMEDIATELY SO PROPER ACTION MAY BE TAKEN. THE STRUCTURAL CALCULATIONS INCLUDED
ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY 5TRUCTURAL SYSTEM. THE ATTACHMENT OF VENEER AND
NON-STRUCTURAL ELEMENTS 15 THE RESPONSIBILITY OF THE ARCHITECT, UNLE55 SPECIFICALLY SHOWN OTHERWISE.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR WORK NOT A PART OF THESE CALCULATIONS NOR FOR INSPECTION
TO ENSURE CONSTRUCTION IS PERFORMED IN ACCORDANCE WITH THESE CALCULATIONS. STRUCTURAL OBSERVATION
OR FIELD INVESTIGATION SERVICES ARE RETAINED UNDER A SEPARATE CONTRACT.
tjl& f lycno'7)-�ew
77725 Enfield Lane, #130
Palm Desert, CA 92211
(760) 772-4411 FAX (760) 772-4409
drpflyeaol.com
CLIENT:
BASIS OF DESIGN
BY /W DATE 3 I VAN DYKE
REVISED 401475 Marne Court
Lo Quints
KANGUN POOLS
50-554 Willow Lane
Indio, GA 82201
(7(o0) 5q7-76gq
CODE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION
CALIFORNIA BUILDING CODE (GBG), 2016 EDITION
CALIFORNIA RESIDENTIAL CODE (CRC), 2015 EDITION
ASCE 7-10 MINIMUM DES16N LOADS FOR BUILDINGS
s IS - 1Z
PAGE 2
OF
STEEL MANUAL OF STEEL CONSTRUCTION
FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CON5TRUCTION
A150 341-10 FOR ALLOWABLE 5TRE55 DESIGN
AN51/AI5C 360-10
WELDING AWG D.I.I/DI.IM (2010) AMERICAN WELDING SOCIETY
CONCRETE BUILDING, CODE REQUIREMENT5 FOR STRUCTURAL CONCRETE
AGI 516-14, AMERICAN CONCRETE INSTITUTE (AGI)
MOD NATIONAL DE516N OF SPECIFICATIONS FOR WOOD CONSTRUCTION
ND5-2015 EDITION, NATIONAL FOREST PRODUCTS ASSOCIATION
NDS -2015 SDPW5
AN51/NFoPA, AMERICAN PLYWOOD ASSOCIATION (APA)
-MASONRY TM5 402/602-2015, MDG, -8 (2013), ACI 530-13/A5CE 5-13
TRUSS PLATE ANSI/TPI 1-2007
FACTORED LOAD COMBINATIONS FOR REQUIRED STRENGTH DE516N
AGI 518-14, TABLE 5.3.1 LOAD COMBINATIONS
(EQ. 5.3.Id) U= 12D + I.OW + I.OL VSE E= EARTHQUAKE
D= DEAD LOAD
(EQ. 5.5.'1) U= 12D + I.OE + I.OL + 1.4F L= LIVE LOAD
(EQ. 53.6) U= 1.2D + I.OE (or I.OY`U + I.OL + I.6H H= LATERAL EARTH
W= WIND
F= FLUID
nI PLAN &
Scale: Iff 4 1,-0" W
&W11 lqyc+,* `� ""1O"' Pad , BY QP -P DATE �)6 VAN DYKE
77725 Enfield Lane, #130 REVISED 414'15 Marne Court
PAGE 4
Palm Desert, CA 92211 La Quints
(760) 772-4411 FAX (760) 772-4409 OF_�
CLIENT: KANCUN POOLS
80-554 Willow Lane
Indio, CA 012201
('f60) 301'i-�bqa
2015 Int'I Skiingg Code
2016 California Building Code
BOULDER STACK
4' MAX. HEIGHT
WATER SURFACE
#3 BARS
VERT. AT
6110.0.
(TYP)
#5 5AR5
HORIZ. AT 12"
O.G. (TYP)
�#5 5ARS HORIZ. AT
6" O.G. EACH WAY
(TYP)
CONCRETE (&UNITE)
f' a = 2500 P51 28 -Day Compressive Strength
TYPE 11/x/ GEMENT, Wr- ratio = 0.5 MAX.
STEEL •
F y = 40 K51, Grade 40, ASTM A615
#3 BAR MIN. 18" LAP
SCALE: = I' -O°
NATER FEATURE Yell TH E30ULDER F0CXET POOL -1 A
„�ew BY DR DATE / ' VAN DYKE $
77725 Enfield Lane, #130 REVISED 401415 Marne Court
Palm Desert, CA 92211 PAGE
(760) 772-4411 FAX (760) 772-4409 La Quinta OF�_
CLIENT: KANOUN POOLS
50-554 Willow Lane
Indio, CA 012201
('760) 3q*7-17bgq
F.G.
GUNITE SHELL
2015 Irt'I Buildsng Code
2016 G011f�omia Building Code
MAX. WIDTH = '1'
12” DIAM. BOULDERS
SET IN NATURAL
GRADE
#3 BARS AT
EACH YVpY,%i
CONCRETE (6UNITE)
f' c, = 2500 PSI 28 -Day Compressive Strength
TYPE II/\/ CEMENT, w/G ratio = 0.5 MAX_
STEEL
F y = 40 KSI, Grade 40, ASTM A615
#3 BAR MIN. IS" LAP 50ALE: ° = P -O'
SECTION - LAZY' R I VER/TANN I N6 5HELE POOL_l B
th& f LYiN1# �e-Srk
77725 Enfield Lane, #130
Palm Desert, CA 92211
)760) 772-4411 FAX )760) 772-4409
CLIENT:
#5 BARS HORIZ.
AT 6" O.G.
EACH WAY (TYP)
ADD TANN
SHELF
BY P DATE 3 A & VAN DYKE
REVISED 441415 Marne Court
La Quints
KANCUN POOLS
80-554 WIIIOW Lane
Indio, CA 412201
(1760) 341"1-11699
¢ IS -12s"
PAGE
OF I
2015 Int'I Buiidin Code
2016 California BuiFding Code
WATER
SURFACE
r ---.j
i EXISTING POOL
1 )
7,9171 s'
3�
LAP EXISTING #3
5AR5 INTO NEW
TANNING SHELF
LAP STEEL la" MIN.
CONCRETE (6UNITE)
f' c = 2500 PSI 28 -Day Compressive 1
TYPE II/V GEMENT, w/G ratio = 0.5 MAX.
STEEL
F y = 40 KSI, Grade 40, ASTM A615
#5 BAR MIN. 18" LAP
DEMO POOL WALL
all AND BOND BEAM
5{ ALE: 1//2* = 1'-0'
I NEW TANN I N6 SHELF AT IDEEF END 100L-1 1 0 1
EMM
BY fi �P DATE �% I JOB �It�I # t S • 2 -
STRUCTURAL &-CIVIL ENGINEERING
77.725 Enfield Lane • Unit #130 CKD DATE PG
77
Palm Desert; Califomia 92211
(760) 772-4411 • FAX(760)772-4409 OF
drpfly@aol.com
PREPARED FOR:
I
o.F �u�..�?.:-{4`.• 40
_I-�_
_
2-/
Y.,1 _ F__ _ 40ovo_
PROJECT VANbYKE - PAGE
Denise Poelder, P.E. CLIENT KANCUN POOLS_ DESIGN BY IDRP ll
JOB NO. 1,&1,25 ,.._ DATE: ,31212018 I REVIEW BY .
Pad Footing Design Based on ACI 318-14
LONGITUDINAL
TRANSVERSE
d
4.81
4.63
b
60
60
q a,max
INPUT DATA
0.30
M„
DESIGN SUMMARY
1.70
0.000
COLUMN WIDTH
rti =
0.. -.;in
FOOTING WIDTH
B
= 5.00
ft
COLUMN DEPTH
C2 =
0-., in
FOOTING LENGTH
L
= 5.00
ft
BASE PLATE WIDTH
b, =
s.. 48 'in
FOOTING THICKNESS
T
= 8
in
BASE PLATE DEPTH
b2 =
; ^ 48 in
LONGITUDINAL REINF.
5 #
3 @
13 in o.c.
FOOTING CONCRETE STRENGTH
2'5' `, ksi
TRANSVERSE REINF.
5 #
3 @
13 in o.c.
REBAR YIELD STRESS
fy =
40,; ksi
AXIAL DEAD LOAD
PDL =
6:13, , k
�P
AXIAL LIVE LOAD
PLL =
W.I. : k
LATERAL LOAD (0=WIND, 1=SEISMIC)
=
y - 1,, .
j
' Seismic,SD
7/%%%%
SEISMIC AXIAL LOAD
PLAT =
0_ -
k, SD
d
SURCHARGE
qs =(
0,
ksf
c
SOIL WEIGHT
ws =
01-1
kcf
FOOTING EMBEDMENT DEPTH
Dr =
_
0S7
ft
QJ
FOOTING THICKNESS
T =
C'
ALLOW SOIL PRESSURE
Q. =
:'1;5' ;
ksf
FOOTING WIDTH
B =
+..: 5, ;:.ft
FOOTING LENGTH
L =
m
BOTTOM REINFORCING
#
L--3_
' ,b,-1
THE PAD DESIGN IS ADEQUATE.
1
L
ANALYSIS
DESIGN LOADS (IBC 1605.3.2 & ACI 318 5.3)
CASE 1: DL + LL P = 6 kips 1.2 DL + 1.6 LL Pu =
CASE 2: DL + LL + E / 1.4 P = 6 kips 1.2 DL + 1.0 LL + 1.0 E Pu =
CASE 3: 0.9 DL+E/1.4 P = 6 kips 0.9 DL+1.0E Pu =
CHECK SOIL BEARING CAPACITY (ACI 31813.3.1.1)
CASE 1 CASE 2 CASE 3
q.= BL + q s + (0.15 — ws) T = 0.28 ksf, 0.28 ksf, 0.25 ksf
q mAx < . k Q a , (Satisfactory]
where k = 1 for gravity loads, 4/3 for lateral loads.
IGN FOR FLEXURE (ACI 318 13.2.7, 21, 8: 22)
0.85f1 l— 1-0.3 M. ) PALU"= 0.85 f c +E Pem=Ai1N(0.0018d , �P
cI
11 f f �, c. 1 111 JJJi
P= f
v
8 kips
7 kips
6 kips
LONGITUDINAL
TRANSVERSE
d
4.81
4.63
b
60
60
q a,max
0.30
0.30
M„
1.70
1.70
0.000
0.000
Pmin
0.001
0.001
As
0.16
0.16
...._... _R...p.----
2 # 3
2 # 3
Max. Spacing
18 in o.c.
18 in o.c.
USE
5 # 3 13 in o.c.
5 # 3 13 in o.c.
Pmax
0.019
0.019
Check Pvrod ` Pmax
(Satisfactory)
(Satisfactory)
8 kips
7 kips
6 kips
FLEXURE SHEAR (ACI,318 13.2.7.2 & 22.5)
OV n = 2obd f c
PUNCHING SHEAR (ACI 318 13.2.7.2, 22.6.4.1, 22.6.4.3, & 8.4.2.3)
OVn=(2+y)0 IcAp = 74.05 kips
where = 0.75 (ACI 318 21.2)
Dc = ratio of long side to short side of concentrated load = 1.00
bo = c1+a2+bl+b2+4d = 114.9 in
Ap = bo d = 542.1 int
yfr = M1N(2 , 41 Dc, 40 d / bo) = 1.6
Vu= Pu, max l I— I b"c'+d1(L+cz+dk 5.8126 kips < 0 v [SatisfaCtDrY]
LONGITUDINAL
TRANSVERSE
V„
1.66
1.68
0
0.75
0.75
Wn
21.7
20.8
Check V. <OV„
[Satisfactory]
[Satisfactory]
PUNCHING SHEAR (ACI 318 13.2.7.2, 22.6.4.1, 22.6.4.3, & 8.4.2.3)
OVn=(2+y)0 IcAp = 74.05 kips
where = 0.75 (ACI 318 21.2)
Dc = ratio of long side to short side of concentrated load = 1.00
bo = c1+a2+bl+b2+4d = 114.9 in
Ap = bo d = 542.1 int
yfr = M1N(2 , 41 Dc, 40 d / bo) = 1.6
Vu= Pu, max l I— I b"c'+d1(L+cz+dk 5.8126 kips < 0 v [SatisfaCtDrY]