BPOL2019-012978-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
c&ty/ 4 41 Qaba
DESIGN & DEVELOPMENT DEPARTMENT
BUILDING PERMIT
POOL/PRIVATE
BPOL2019-0129
81303 COLUMBUS WY
767690002
WALLACE / POOL, SPA, AND WATER FEATURES
$80,000.00
Applicant:
MC INTYRE POOLS & SPAS INC
83-695 AVENUE 45
INDIO, CA 92201
D
JUN 2 6 2019
CITY OF LA QUINTA
DESIGN & DEVELOPMENT DEPARTMENT
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 {commencing with Section 70001 of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License ClayaC533 License No.: 614611
Date: 4IDC It AofIVContractol"W_ W r
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 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).:
(_) 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.).
() 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:
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:
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/26/2019
Owner:
JASON. J. WALLACE
81303
LA QUINTA, CA 0
Contractor:
MC INTYRE POOLS & SPAS INC
83-695 AVENUE 45
INDIO, CA 92201
(760)342-3612
Llc. No.: 614611
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
PV"'T 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: SECURITY NATIONAL INSURANCE COMPANY Policy Number:
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
comply with tha prov ion$.
Date: l Applicant:
s• a
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 Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalfthis 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 city to enter u n the
above -men ned 0perty for inspection purposes.
r
date Signature (Applicant or Age
Date: 6/26/251b
Application Number:
BPOL2019-0129
Property Address:
81303 COLUMBUS WY
APN:
767690002
Application Description:
WALLACE / POOL, SPA, AND WATER FEATURES
Property Zoning:
Application Valuation:
$80,000.00
Applicant:
MC INTYRE POOLS & SPAS
INC
83-695 AVENUE 45
INDIO, CA 92201
Owner:
JASON. J. WALLACE
81303
LA QUINTA, CA 0
Contractor:
MC INTYRE POOLS & SPAS INC
83-695 AVENUE 45
INDIO, CA 92201
(766)342-3612
I.Ic. No.. 614611
Detail: POOL AND SPA AT REAR YARD, WATER FEATURES AT FRONT COURT YARD.[TODD. LACHER EN6INEERII4G] THIS PERMIT DOES NOT INCLUDE
EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION.12016 CALIFORNIA BUILDING CODE.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $4.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $4.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
DETACHED SPA/WATER FEATURE/OTHER
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
SWIMMING POOL/SPA
101-0000-42404
0
$200.12
DESCRIPTION
ACCOUNT
CITY
AMOUNT
SWIMMING POOL/SPA PC
101-0000-42600
0
$108.87
Total Paid for POOL / SPA: $509.11
DESCRIPTION
ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE
101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
CITY AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0 $5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
Bin #
City of La Quinta
Buildhlg 8c Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quin'ta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
�P mit
Project Address:
Owner's Name: '
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
Contractor: C�� te
Address: — 6q
5 3 Telephone:
Project Description: r j
City, ST, Zip: ���.
cd 02o �N
rf
Telephone: 70V - I `�-,3 a 5
Arch., Engr., Designer:
Address:
City.; ST, Zip:
Telephone:
State Lit. #:
-INE-M Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: ke
VpC Sq. Ft.: # Stories: # Units:
Telephone # of Coact Person:
0 - S Llf Estimated Value of Project: 00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal Req'd
Rec'd TRAC 3NG PERMIT FEES
Plan Sets
Plan Check submitted Item Amount
Structural Calcs..
Reviewed, ready for corrections Plan Check Deposit
Truss Calcs.
Called Contact Person Plan Check Balance
Title 24 Cales.
Plans picked up Construction,
Flood plain plan
Plans resubmitted Mechanical
Grading plan
Z"' Review, ready for correctionsfiss4e Electrical
Subcontaetor List
Called ContactPersou Plumbing.
Grant Deed
Plans picked up S.M.I.
H O.A. Approval
Plans resubmitted Grading
IN HOUSE:= '"' Review, ready for correctionslissue Developer Impact Fee
Planning Approval Called Contact Person A.I.P.P.
Pub. Wks. Appr Date of permit issue.,1
School Fees a
0
Total PermitFees
LOT II
GRRPHIG SGALE
}
3
DIVJSIOi
?D FOR
ANCE
AT
A
4�ar
N",
9R-] R-03
o: TOT,iL SHEETS
EXPANSION JOINT & SEALANT 6 " MIN. STRAIGHT OR ANGLED
GENERAL NOTES:
REQUIRED PER STD. POOL
EXTERIOR POOL WALL.
6" 12" 12"
STRUCTURAL PLAN, DETAIL #8.
EXTEND FINISH SURFACE TROUGH
1. LAP ALL STEEL 24" MIN.
►L
DECKING. ><
MATERIAL 2" TO CONTAIN
UNLESS NOTED OTHERWISE.
POOL DECK SHALL NOT 3"
WATER LINE.
SPLASH -OUT.
(2) #3 BARS.
`� WATER LINE.
"
2. MAINTAIN 2 CLEARANCE
BE SUPPORTED BY TROUGH. CLR.
(2) #3 BARS HORIZ.
HORIZONTAL.
BETWEEN ALL PLUMBING
#3 BAR ® 12" D.C.
,
yr r
& REINFORCING STEEL.
VERTICAL & HORIZ.
(2) #3 BARS
3. FOR POOL WALL GUNITE
00 o
N o
----------- -
HORIZONTAL.
THICKNESS &STEEL
w ai
'c
(2) #3 HORIZ. BARS ----
6" X 6" TROUGH.
REINFORCING, SEE STANDARD
> r o
q < o �
2 1/2" CLR. D.C.
�F 3" CLR. ❑
#3 BAR ® 12" D.C.
POOL STRUCTURAL PLAN.
o
cc M
_
L
PVC PIPE. -
VERTICAL & HORIZ,
r U v
❑
POOL AREA. 7
N g
Q 4
u Z .� C w
#3BAR ®12"O.C. - LS
ma zl
ON C m =
#3 BAR ® 12" O.C.
a POOL AREA. 7
� - Q LL a
d
BOND BEAM REINFORCING
PER STD. POOL STRUCTURAL
BOND BEAM REINFORCING
UNDISTURBED SOIL
PLAN, DETAIL #1 & #12.
PER STD. POOL STRUCTURAL
PLAN, DETAIL & 12.
1000 PSF MIN.
#1 /
2" CLR V ��
F
FLA U NTA
0) V
BEARING VALUE 7
2"
BUILDING
DIVISION
_
UNDISTURBED 000 PSF MN.
( SEE GENERAL NOTES #3. RE
IEWED FOR
�
SEE GENERAL NOTES #3.
BEARING VALUE 7
CODE
�
C
MPLIANCE
a c
3" CLR.
OAT� i9
1
BY
TROUGH AT LEVEL EDGE A
TROUGH AT TOP OF WEIR WALL
B
EXPANSION JOINT & SEALANT
REQUIRED PER STD. POOL VARIES
6" VARIES
STRUCTURAL PLAN, DETAIL #8.
(2) #3 BARS
HORIZ. IN
#3 012" O.C.
� z
DECKING.
POOL DECK SHALL NOT BOND BEAM.
FR 4£S '� ���
w
BE SUPPORTED BY TROUGH.
❑
io
g
a
q
[If
TER LINE.
Z"
Z
p
.1
#4 ® 12" O.C.
w
Z �
RECTANGULAR TROUGH
(2) #3 BARS
I
LEVEL TOP OF GUTTER WALL WITH
WATER UNF
EXP.6i30i2019 k
z Ld cn
GROUT & PLACE 15# FELT OR 4 MIL.
3 p N
❑
HORIZ. IN
VISQUEEN ON TOP OF GUTIER WALL. ;
(2) #3 BARS
Lp CNIL
J Li = O
#3 BAR ® 12" O.C.
(2) #3 CONTINUOUS HORIZ. BARS.
HORIZONTAL.
9 QfiCAL�Fa�
ZO Z m m
❑
VERTICAL & HORIZ.
,
Q�
o
o w Of
OJ
`
3"
#3 BARS ® 12" O.C.
Q Of
Z
z;
CLR.
VERTICAL & HORIZ.
>
Z
a POOL AREA.
7
BOND BEAM REINFORCING
Z cn
cl`
PER STD. POOL STRUCTURAL
a N N
# 3 BAR ®12" O.C.
PLAN, DETAIL #1 & # 12.
CL
POOL AREA.
~
DATE: 01/03/14
BOND BEAM REINFORCING
e rya 7
z
7I
L
PER STD. POOL STRUCTURAL
UNDISTURBED SOIL
PLAN, DETAIL #1 & 112.
CALCS BY: R.L.L.
- 1000 PSF MIN.
BEARING VALUE
7
SEE GENERAL NOTES 113•
UNDISTURBED SOIL
1000 PSF MIN.
< SEE GENERAL
CHECKED BY: R.L.L.
BEARING VALUE 7 NOTES #3.
3" CLR.
2" CLR.
3" CLR.
2" CW.
VANISHING OR ZERO EDGE TROUGH
& OVERFLOW GUTTER DETAIL
TROUGH AT ZERO EDGE
C
OVERFLOW GUTTER
D
DETAIL #649
COPYRIGIT
6" p S-0" MAX. p 12' MIN. 6" 3'-0" MAX, 12" MIN.
THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN
BASIN WIDTH BASIN WIDTH
ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED
TO REFER TO THE LATEST EDITION OF THE APSP
BUILDERS MANUAL FOR PROPER VANISHING EDGE
CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT
LIMITED TO CATCH POOL SIZING, CONFIGURATION AND
DROP FROM MAIN POOL..
6' ,, S-O" MAX.
BASIN WIDTH
(2) #4 I #3 BARS 0
BARS. 1 Q.C. VERT.,
EARTH LEVEL l 2"
MAY BE AT / / i CLR.
TOP OF WALL EQ. EQ.
#4 BARS 0 6"
O.C. VERTICAL.
i
l2" O.CS 1-162
J
w
`
�Ir— —
:I I....I!
#4 BARS
0 6" O.C.
z 8" EMBEDMENT
4"-, INTO POOL 3" CLR
x WALL --
�Q
OO
l
DISTANCE TO DAYLIGHT - 'Q'
NOTE:
HORIZ. BARS MAY BE OVER
OR UNDER VERT. BARS,
MAINTAIN SPECIFIED
CLEARANCE TO VERT BARS.
(4) #4 BARS AT TOP
- . CLR.
FOR STEEL
REINFORCING.
1 SEE TABLE 650.
l
#3 BARS 0 12"
O.C. HORIZ.
I
EARTH LEVEL
MAY 13E
TOP OFF WALL
/
/ x
I
aw
O r
x
le-,
l.. ilL---
(2) #4 j #3 BARS 0 —
BARS. I 12" O.C. VERT.
N
-- 2.
/ Ile 2-
#4 BARS 0 6"
O.C. VERTICAL.
If ON
AR
12" BO.CS HORIZ. i
#4 BARS
0 6" O.C.
(4) #4 BARS AT P.
FOR STEEL
REINFORCING
SEE TABLE 650.
t ¢
�
¢
w
I
o
#3 BARS 0 12"
O.C. HORIZ.
MIN. LAP _ 24" MIN_ LAP
DISTANCE TO DAYLIGHT - 'Q'
'0' = h/6 (10'-0" MIN., 20'-0" MAX.) OR T
`N PER SOILS REPORT. IF 'Q' IS LESS THAN L UNDISTURBED SOIL
h/6 (10 -0 MIN.), USE DETAIL #651. 1500 PSF MIN. BEARING
f. CONDITION B:
BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR B
29V MIN, LAP
N U L w
TYPICAL REBAR
A- INr.
REINFORCING DIAGRAM
TOP OF POOL WALL
#3 BARS 0 i
12" O.C. E.W.
��• IN POOL FLOOR.
"'Q' = h/6 (10'-0" MIN., 20'-0" MAX.) OR"
PER SOILS REPORT. IF 'Q' IS LESS THAN
h/6 (10'-0" MIN.), USE DETAIL #651. UNDISTURBED SOIL
1500 PSF MIN. BEARING
CONDITION C:
BASIN FLOOR A90VE POOL FLOOR �'
STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1IS REPEATED HERE
FOR EMPHASIS:
1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 P.S.F. CONCRETE SHALL
BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED
90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS
FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL,
SUCH AS CUT -FILL TRANSITIONS.
SEE BACK FOR CALCULATIONS
NOTES
1. BASIN WALL do FLOOR DIMENSIONS
SHALL NOT BE EXCEEDED.
2. ALL STEEL SHALL BE 3" CLR. FROM
EARTH. ALL LAPS TO BE 24' MIN.
3. WEIR PITCH ANGLE MAY VARY IN
DEGREE AND DIRECTION TO SUIT
CONTRACTOR OR OWNER DESIGN
INTENT.
NOTE:
HORIZ. BARS MAY BE OVER
OR UNDER VERT. BARS,
MAINTAIN SPECIFIED ' (2) #4
CLEARANCE TO VERT BARS. BARS.
BASfC GRID
#3 BARS
0 12" O.C.
EACH WAY.
VERTICAL REINFORCEMENT AS SPECIFIED
IN TABLE STARTS A DISTANCE 'D' OR 'H'
DOWN FROM TOP OF POOL WALL.
REINFORCEMENT OTHER THAN BASIC GRID
NEED NOT EXTEND TO TOP OF POOL
WALL. ADD BARS TO BE EQUALLY
SPACED BETWEEN BASIC GRID.
EARTH LEVEL
MAY BE AT _ E0.
TOP OF WALL7\'4, /
/ I
� / I
w
#4 BARS
0 6" O.C.
#3 BARS 0 —
12" O.C. VERT.
c�v -
#4 BARS 0 6"
O.C. VERTICAL.
#3 BARS 0 12"
O.C. HORIZ.
L'
vw1nn" w n cilucx7l — w
'Q' a h/6 (10'-0" MIN., 20'-0" MA).)
PER SOILS REPORT. IF '0' IS LESS THA
h/6 (10'-0- MIN.), USE DETAIL 0651.
CONDITION A:
BASIN FLOOR BELOW
TABLE 650
'D' OR 'H' IS DISTANCE FROM TOP OF POOL
WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE
THICKNESS AT INDICATED 'D' OR 'H' DEPTH.
(SEE STANDARD STRUCTURAL PLAN, DETAIL #2)
POOL
DEPTH
NO RAISED
BOND BEAM
D
t
VERTICAL
STEEL
0' to 2'-6"
12"
#3 0 12"
3'-0"
12"
#3 0 6"
S-6"
12"
"
4'-0" 1
12"
"
4'-6"
12"
"
5'-0"
12"
#3 0 3"
5-6"
12"
"
6'-0"
12"
"
6'-6"
12"
"
7'-0"
12"
add (3) #4
7'-6"
12"
"
8'-0"
12"
"
12"
"
(4) #4 BARS AT TOP.
�I5
U
CD
R,
o
x
00
N O
t o
m r
— FOR STEEL
LLl > .— O
U Q o co
REINFORCING
o
SEE TABLE 650.
._ cn
w as (D
0) = U
"
-c H v
U r-
i -E d
s " c
o N c ccoo s
IY — Q 11 a
�. 24" MIN. LAP I.
L UN0ISRJR8E0 SOIL
1500 PSF MIN. BEARING
— #4 BARS
0 6" Q.C.
EQ EQ U P(/VK/' r 0i
TY F LA QUINT
ING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
ATE �BY
I��flVESS14
C+�
[7
w
a+
k*
OF
0 U
N
Q Q'
zz
og
DATE: 12/13/16 3 ��'—, _
a N�
CALCS BY. C.J.B.
CHECKED BY: A.J.C.
VANISHING EDGE
CANTILEVERED BASIN
EQUIVALENT FLUID PRESSURE = 60 P.C.F.
y DETAIL #650
Vanishing Edge Pool Wall Design w/ Cantilevered Basin
VANISHING EDGE POOL WALL & BASIN DESIGN
Equivalent Fluid Pressure
WATER = 62.4 pcf
SOIL = 60 pcf
C,,014CnETLE DESI aN PROPERTIES
fy (GR.40, #4 Bars and Smaller)
40000 psi
fy (GR.60, #5 Bars and Larger)
60000 psi
f,
2500 psi
0.90
(�
0.85
Unit Weight of Concrete:
150 pcf
BASIN PROPERTIES
Depth of Basin:
4.5 ft
Width of Basin:
3 ft
Thickness of Basin Wall:
0.5 ft
(Thickness of Basin Floor:
1 ft
Guth t^^ Bay:.^. Wall•
2 ft
�J
POOL PROPERTIES
Pool Wall Thickness:
12 in
Pool Floor Thickness:
12 in
Max. Depth of Pool:
8.5 ft
Radius
0 ft
Load
Factors
Dead
1.4
Live
1.6
Soil
1.6
Water
1.4
Resistinn
1.2
Earthquake
1.0
Wind
1.0
Reinforcing Clearances
CLR = 2 in (to water)
CLR = 3 in (to soil)
CANTILEVERED BASIN
DESIGN
Loadin
Properties
Moment Strength Check
Steel S ecification
Ultimate
Ultimate
Ultimate
Ultimate
Max. Steel
Steel
Nominal Moment
Use Specified Steel
Mload
Mselfweight
Mresisting
Mtotal
t
Reinforcing
As
dia
Grade
d
a
Strength, Mn
Capacity
Moment
Throughout Basin
(ft-lb)
(ft-lb)
(ft-lb)
(ft-lb)
in.
Steel(in
.A2
(in.
in.
(in.)
(ft-lb)
Ratio
Check
Section
Basin Wall
1458
118
0
1576
6.0
#4 @ 6" O.C.
0.393
0.500
40
1 3.000
10.616
3174
0.497
OK 1
#4 @ 6" O.C.
Basin Floor
1327
4591
1 0
5918 112.0
#4 @ 6" O.C.
0.3-93T
0.500
40
1 6.000
10.616,
6711
0.882
OK
#4 @ 6" O.C.
VANISHING EDGE WALL
DESIGN
Loadin
Properties
Moment Strength Check
Steel Specification
Ultimate
Ultimate
Ultimate
Ultimate
Max. Steel
Steel
Nominal Moment
Begin Specified Steel
D
Mwater
MI.„w,
Mresisting
MtoW
t
Reinforcing
As
dia
Grade
d
a
Strength, Mn
Capacity
Moment
@ Corresponding
(ft.)
(ft-Ib)
(ft-lb)
(ft-lb)
(ft-lb)
(in.)
Steel
(in .A2)
(in.)
(in.)
(in.)
(ft-lb)
Ratio
Check
Depth
0.5
2
0
-45
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
1
15
0
-90
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
1.5
49
0
-135
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
2
116
0
-180
0
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.000
OK
#3 @ 12" O.C.
2.5
228
1655
-225
1658
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.516
OK
#3 @ 12" O.C.
3
393
2035
-270
2158
12.0
#3 @ 12" O.C.
0.110
0.375
40
9.813
0.173
3210
0.672
OK
#3 @ 6" O.C.
3.5
624
2437
-315
2746
12.0
��
#3 @ 6 0.C.
n nn4
V.LL I
n'37c
V.ar 1
nn
-rV
n 01'1
V. �.)
n 2A7
U.. r
R'7o1
vv
n Ain
OK
t#3 @ 6" O C
4
932
2871
-360
3443
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.539
OK
#3 @ 6" O.C.
4.5
1327
3350
-405
4271
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.668
OK
#3 @ 6" O.C.
5
1820
3882
-450
5252
12.0
#3 @ 6" O.C.
0.221
0.375
40
9.813
0.347
6391
0.822
OK
#3 @ 3" O.C.
5.5
2422
4481
-495
6408
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.5i i
OK
43 @ 3" O.C.
6
3145
5156
-540
7761
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.618
OK
#3 @ 3" O.C.
6.5
3999
5918
-585
9331
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.743
OK
#3 @ 3" O.C.
7
4994
5918
-630
10282
12.0
#3 @ 3" O.C.
0.442
0.375
40
9.813
0.693
12552
0.819
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
7.5
6143
5918
-675
11385
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
0.699
0.500
40
9.750
1.096
19296
0.590
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
8
7455
5918
-720
12652
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
0.699
0.500
40
9.750
1.096
19296
0.656
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
8.5
1 8942
5918
1 -765
1 14094
12.0
#3 @ 12" O.C. (Add 3 #4 Bars)
0.699
0.500
40
9.750
1.096
19296
0.730
OK
#3 @ 12" O.C. (Add 3 #4 Bars)
TRANSITION
12098
5918
-855
17160
12.0
#3 12" O.C. Add 3 #4 Bars
0.699
0.500
40
9.750
1.096
19296
0.889
OK
#3 12" O.C. Add 3 #4 Bars