HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
DATE FILED: --, _
PLAN REVIEW FEE: RECEIPT NO.:l )\ PERMIT NUMBER:
CONCURRENCY FEE: RECEIPT NO.: [ CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
SCANN&Lucie County Building and Zoning IMf! ��•;I��j^�J
2300 Virginia Avenue ��I� ��•-t� G.Y� 4'Y
• F<ORIO BY Ft. Pierce, FL 34982-5652
St. Lucie County 772462-1553Ilk
APPLICXITION for BUILDING PERMIT
CERTIFICATE WCAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATION/STTEADDRESS: 100 N. KINGS HWY ST.LUCIE FL. 34954
2. PROJECT NAME: FLYING J/PILOT SITEPLANNAME1 : FLYING J/ PILOT
3. PROPERTY TAX ID #: 12--,% — E7m3— E7Gt7i5 V
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
S. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.):21.44 ACRE SLOT DIMENSIONS:
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY:
SETBACKS (ACTUAL) FRONT: NW BACK: N tv-r RIGHT SIDE:
TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION
[ ] RESIDENTIAL
[ ] OTHER (SPECIFY) _
LEFT SIDE: l2 i1
[ ] EXPANSION/ADDITION [I INTERIOR RENOVATION
[�] COMMERCIAL [ ] INDUSTRIAL
DESCRIPTION OF PROPOSED USE:
SQ. FT OF CONSTRUCTION:,� 2I&P •?.8 15. SF. FT Ist FLOOR:
VALUE OF CONSTRUCTION: $ 4 2. 0 0 0. 0 0
The value of construction is used to determine the amount of pemdt fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures ace not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
a
OWNER INFORMATION
NAME: CAT SCALE CO.
ADDRESS: 515 STERLING DRIVE
CITY:W A L C O T T STATE: I A ZIP:5 2 7 7 3
PHONE (DAYTIME): 5( 63) 468-5226 EmailDONMEECERIOWA80GROUP.COM
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW. o^ I 1-1._
FEE SIMPLE TITLEHOLDER:
CITY: artnn STATE:
PHONE (DA ): C--)
ru-
CONTRACTOR INFORMATION � f
ST. of FL REG.CERT #: G r. n 4A R 2 3 ST. LUCIE COUNTY CERT #: V '� ��
n
BUSINESSNAME: WALTON T. LOCKE CONSTRUCTION. INC.
QUALIFIERSNAMEOALTON T. LOCKE
ADDRESS:123 SE. 1ST STREET/ P_ 07 BOX7650= ?-
CITY: WEBSTER STATE: FLORIDA ZIP: 33597
PHONE (DAYTIME): 52) 793-3684 FAXNO. (352) 793-5074Email:WTI nr.KF5YAHnn _ rnM
ARCHIT/ENGINEERMIDSTATE ENGIMIKE NUGENT -
ADDRESS:2510 WATERBRIDGE WAY
CITY: F I/A N SI/ T I I F STATE: TN ZIP: 4 7 71n
PHONE (DAYTIME): (_)
BONDING COMPANY: N / A
ADDRESS:
CITY:
MORTGAGE LENDER:
d
ADDRESS:
CITY:
STATE:
STATE:
A'
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
OFFICE USE ONLY BP #:
SECTION
I�
TOWNSHIP
RANGE
"'�/�
MAP NO.
ZONING
LAND USE
LOT CVG%a
TAZ NO.
FLOOD ZONE
FIRM MAP #
IST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FIRS
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
Befom 1/1990
LOT OF REC
After I/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
CODE
r
OIVI
HABITABLE
AREA
(RADO
RADON
FEE
PERMIT
FEE
LIBRARY
IMPACT
FEE
PUBLIC BID
IMPACT FEE
CORRECTION
PUB
ACT -
FEE
GENERAL
PARKS
IMPACT _
FEE
SCHOOL
IMPACT
FEE
ROAD
IMPACT
FEE
CREDIT
Y
N
LAW ENF
IMPACT
FEE
FIREIEMS
IMPACT
FEE
DRIVEWAY
REQUIRED
Y
N
DRIVEWAY
FEE
ADMINISTRATIVE
VARIANCE FEE
SPECIFY
SUBS
REQUIRED
MECHANIC _ ROOF _
ELECTRIC _ GAS _
PLUMBING _
NON -CONFORMING
LOT OF RECORD
FEES
MISCELLANEOUS
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
COUNTER
ZONING
REVXEW
SUPERVISOR
REVIEW
PLANS
REVIEW
VEGETATION
REVIEW
SEA TURTLE
REVIEW
MANGROVE
REVIEW
DATE RECEIVED
DATE
COMPLETED
INIIYALS
-
-
--
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
�G/ Aw
OWNER OR CONTRA OR SIGNATURE
STATE OF FLO 1 -� ,
COUNTY OF I (I ryy4 '�
The foregoing instrument was acknowledged before
me this 9-9--day of 20 ,
by Doi
who is personally known has produced
as identification.
Sigdature of Notary
Commissio 1�I 4.10.r"•.,
'?
SARAH A. SN"
91)
->al. •�
IONt)D62011
EXPIRES: February19, 2011
aondedThM Notary Public Undervldlas
�,� ' ' �t�
CONTRACTOR SIGNATURE
STATE OF FLORI /1� ,�,,
COUNTY OF l L/YIYkfU
The foregoing was acknowledged before
��
me this _day of 2016�_,
by &A��oN
who is personally known ✓r has produced
SARAH A. SNIDER
MY COMMISSION A DD E
horded Thm Notary
as identification.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
07/13/2007 17:52 3!r ?35074
L -.
07/11/2007 15:40 362793SO74
Dan Reece
P.O. Box 6730
Ev lle, IN 47710
WALTON T L E CONST PAGE 02
WALTON T L=a- ujm I ram; uc
JOSEPH I- @Iran, CLERK OF THE CIRCUIT COURT
SAINT LUCIE COUNTY
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�JL�6 CO(i ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 349825652
F�ORIOP 581462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described ,prroperty:
/V(
aS
(Tax ID/Legal de cdption/Address) �O/ cs d 5 �Ttyl
for which I have applied to St. Lucie Count r a// I Development Pe It. In epting
this Final Development Permit, BP Number/n,5'7�/A , I acknowledge that as
owner of the above described property, and in accordance with Section 7.04.01(D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
Property Owner Name Property Owner Signature Date
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS DAY OF , 20 /p
BY )J r WHO IS PERSO ALLY KNOWN TO ME OR WHO HAS PRODUCED
AS ID 7TIFICATION.
Vqw N VA lam 2
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARYDAWN
Ow
c�'��SV "!). MY COMMISSION p
NOTARY PUBLIC TITLE COMMISSION NUMBER y, .... PIRES-M6rcA�B5�S7
aar)'P 6k . 20UnC6nitlSNers
FAX COVER SHEET
Walton T. Locke Construction, Inc
P.O. Box 650
Webster, FL. 33597
Phone: (352) 793-3684
(352)-793-3736
Fax: (352) 793-5074
Cell (352) 303-8524
SEND TO: St. Lucie County Building & Zoning From: Walton T. Locke
2300 Virginia Ave. P.O. Box 650
Ft. Pierce, FL. 34982-5652 Webster, fL. 33597
ATTENTION: Zoning Department DATE: July 23, 2010
FAX NUMBER
urgent Reply ASAP Please comment Please review For Your Inf-.
X
COMMENTS: The Site the Scale is installed on is a Lease from the Property Owner.
i
WALTON T. LOCKE CONSTRUCTION, INC.
P.O. BOX 650
WEBSTER, FLORIDA 33597
St. Lucie County Building and Zoning
2300 Virginia Avenue
Ft. Pierce, FL. 34982-5652
Pauley Bushby
Ph: (352) 793-3684
(352) 793-3736
Fax (352) 793-5074
CGC049823
The CAT SCALES/SIGN to be installed at the Flying J/Pilot Truck Stop, located at 100 N. Kings HWY. St.
Lucie County, FL., is on A Lease with the Owners.
Walton T. Locke
Property Appraiser - St.Lucie Corr-±-, FL
Page 1 of 1
PROPERTY RECORD CARD
CFJ Properties
Record: 1 of 1
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
ECO
Site Address:
100 N KINGS HWY
ParcellD:
kVUC
2312-231-0003-000-5 �4iwe&
SecJiown/Range:
12 :35S :39E
Account #: 13567 -c
Map ID:
23112N
Land Use:
SRVC STAT
Zoning:
IL
City/Cnty:
St Lucie County
Ownership and Mailing
Legal Description
Owner:
CFJ Properties
12 35 39 SW 114 OF NW 1/4-LESS ORANGE AV RNVAND LESS 1-95
Address:
% Flying J Inc
RAN AND LESS KINGS HWY AND LESS CANAL RNV
PO Box 150310
Ogden UT 84415-0310
More...
Sales Information
Assessment 2009 Final Total Land and Building
Date
Price Code
Deed
Book/Page
2009 Final: 4655100 Land Value: 2564100 Acres: 19.6
5/12/1997
536200 00
WD
1077 / 0606
Assessed: 4655100 Building Value: 2091000
4/14/1995
200000 01
WD
0951 / 0636
Ag.Credit: 0 Finished Area: 18967 SgFt
6/11/1989
100 01
DE
0637 / 2991
Exempt:
5/11/1989
100 01
DE
0637/2990
Taxable:
2/1/1978
0 01
CV
0282 / 2123
Taxes: 90511.43
BUILDING INFORMATION
Exterior Features
View:
-
RoofCover:
ExtType:
SRST- SERVICE
YearBit:
STAT
Grade:
Y_C - Commer C
EffYrBlt
StoryHght:
0010-1 Story
No.Units:
Interior Features
Bed Rooms: 0
FullBalh: 0
1/2Bath: 0
%A/C: 100
Special Features and Yard Items
Type
Y/S
Qty.
ASPi - ASP1 HIGH
Y
1
CNC2 - CONCRETE LOW
Y
1
CURB - CEMENT CURB
Y
1
LGT1 - SINGLE LIGHT
Y
1
LGT2 - DOUBLE LIGHT
Y
1
CT -Conc Tile
RoofStmct:
1998
Frame:
1998
PrimeWall:
4
SecWall:
Electric:
MX-MAXIMUM
HeatType:
FHA - FrcdHotAif
HeatFuel:
ELEC- Electric
%Healed:
100
Land Information
Units Qua].
Cond.
YfBIL
No. Land Use
446254 AV
AV
1998
1 2600-SRVC STAT
26957 AV
AV
1998
645 AV
AV
1998
10 AV
AV
1998
15 AV
AV
1998
PrmintWall:
AvgHtIM:
Prm.Flors:
%Sprinkled:
GA - Gable
BM - Brk/Masonary
DW - Drywall
QT - Tile -Quarry
100
Type Measure Depth
304 -Sq Feet 863776
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prelid=231223100030005 7/12/2010
i
_-�q3 507)q
DATE:
TO:
ATTN:
BOARD OF COUNTY' "� u "' w '' PLANNING & DEVELOPMENT
COMMISSIONERS SERVICES DEPARTMENT
COUNTY
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
Al css ko NO. OF PAGES INCL. COVER:
f `bra ➢ �r�-� I r..- � o
RE: luo 'C7kc
SENDER: Lydia Galbraith PHONE #: 462-1555
ki
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1653 Fax: (772) 462-1578
http:lhvww.stiucieco.org/public—workstpennitfing.htm
Review Comments
PROPERTY INFORMATION
Address: 100 KINGS HWY N
City/State/Zip: FORTPIERCE FL 34945
Parcel#: 2312-231-0003-00015 Jurisdiction: St. Lucie County
Zoning: IL Lot#: Block:
APPLICATION INFORMATION
Permit Number: 1007-0109
Activity Type: Other
Permit Type: Commercial Renovation
Contractor Name:
Business Name:
Business Addr:
City / State / Zil FL
REVIEWS AND COMMENTS
Page 1
Owner(s):
Of! Properties
Application Type: Building Permit w/o subs
Other Activity: REPLACEMENT OF WEIGH SCALE
Stories: 1 Automatic Sprinkler System?
Fax Number - -
Review Type Status Reviewed By Date Started Date Complete Date Released
Zoning Review Pending 07/15/2010
07/15/2010 1 Comment CONTRACTOR WALTON LOCKE CONSTRUCTION IS NOT LICENSED FOR ST LUCIE COUNTY.
HE NEEDS TO REGISTER WITH OUR CONTRACTOR LICENSING DEPARTMENT BEFORE WE
CAN PROCEED WITH THE PERMIT.
PLEASE CONTACT (772) 462-1542 FOR DETAILS.
07/15/2010 2 Comment WITH THE PLANS FOR THE WEIGH SCALE, WE RECEIVED PLANS FOR A SIGN AS WELL. A SIGN
IS A DIFFERENT TYPE OF PERMIT AND REQUIRS A SEPERATE APPLICATION.
PLEASE SUBMIT AN APPLICATION AS SOON AS POSSIBLE. YOU DON'T NEED TO BRING EXTRA
SET OF PLANS.
07/15/2010 3 Comment ACCORDING TO THE APPLICATION THE OWNER IS CAT SCALE CO.
ACCORDING TO OUR RECORD THE OWNER ON THE PROPERTY IS CFJ PROPERTIES/FLYING J
INC.
IS CAT SCALE CO LEASING SPACE FOR THE SCALE?
PLEASE LET US KNOW.
07/15/2010 4 Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW.
PLEASE SUBMIT THE REQUESTED APPLICATION ASAP SO WE CAN PROCEED WITH THE FILE
TO THE PLAN REVIEWER.
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34962
Phone: (772) 462-2165 Fax: (772) 462-6443
http://stiucleco.gov/cehttp:/lairs.slefl.vetrol.com/AIRSweb.php
Date: 12 July 2010
Job Address: 100 N KINGS MVY
Received By: galbraith
Paid With: CK
Paid By: WALTON T LOCKE CONSTRUCTION INC
Sign:
Receipt
Receipt#: 0000075261
'ermit Number: SLC- 1007-0109
Amount: $50.00
�redit Card Number:
Check Number: 5302
TRANSMISSION VERIFICATION REPORT
TIME : 07/13/2010 10:13
NAME : SLC CODE COMP
FAX : 7724626448
TEL : 7724622963
SER.# : BROE5J278861
DATEJIME
07/13 10:13
FAX NO./NAME
913527935074
DURATION
00:00:40
PAGE(S)
03
RESULT
OK
MODE
STANDARD
ECM
BOARD OF COUNTY
COMMISSIONERS
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
DATE: 11 �'�fl NO. OF PAGES INCI.. COVER:
TO:
ATTN:
comnao. I ud:a Gm1hraith PHONE M. 462-1555
5'-0" SCALE PIT CALCULATIONS
FAIRBANKS
LOCATION : Flying J
St. Lucie, FL
DATE :2/28/10
Design meets the Florida 2007 Building Code
and the 2009 Supplement.
1/5
( SDI --- b=11
ST.LliCIEMEN—,PBGDrVISIG1,P
REVIEWED FOR CO LIANCE
REVIEWV B '
DATE _ PE
PLANS AND P �'tNIIT MUST BE It"EPT Ori JOB
OR NO INSPECTION WILL. BE MADE.
FIC,4
U
No. 3�0
r STATE OF
t
Aella
5'-0" SCALE PIT CALCULATIONS
SAVED AS: SCALEP5.MCD
2
LOADS
WW##******R*#RIYR!'hltiR***1#41WYWYli#Yf#k#*WW*R*W*Wi'RW#*Wk#W+IYMRlIYRRi##1t#***#RRR#Rt*#RWRYYYY!'RYRWIY
APPROACH APPROACHTANDEM = 32 kips PER AXLE ON TANDEM
APPROACHSINGLE:= 20 kips ON SINGLE
STEERING AXLE PLATFORM STEERINGAXLEPLAT:= 60 kips
DRIVE AXLE PLATFORM DRIVEAXLEPLAT:= 80 kips
TRAILER AXLE PLATFORM TRAILERAXLEPLAT:=120 kips
APPROACH SLAB: (SECTION A -A ON DRAWINGS)
I,YR,,,YYYY1l,fl,Y„Y!„Ri,,,,, hYWR*klhl,+!#Wf�W Wf1fF�ti'In4Ynt#WYW#R,WR,*WTR'tR,Y,,,R,,,,f„#,4„R,#R##W W***#
LOAD ON TWO WHEELS:
APPROACHTANDEM
LOADI := LOADI = 8 kips
4
APPROACHSINGLE
LOAD2:=
2
USE: LOAD = LOAD2
ASSUME TIRE PRESSURE = 100 psi
10 kips AT 100 PSI => Fb = 300 psi
USE 12" SLAB FOR 1000 psf
USE #4 BARS AT 8" C-C
LOAD2 = 10 kips
LOAD = 10 kips
Maximum
wheel load in 10001b.
Soil
Slab
Flexural stress, p.s.l.
bearing,
thickness,
300
350 1 400
450
P.S.I.
in.
Tire pressure, p.s.l.
50
75
100
50
75 100
50 75
100
50
75
100
10
5
11
8
7
14
10 9
18 13
11
21
16
13
6
16
13
11
21
16 14
26 19
17
33
24
20
7
23
18
15
30
22 19
33 28
23
49
31
28
8
32
23
21
42
30 26
38
32
47
38
20
5
14
9
8
18
13 11
23 17
13
32
20
16
6
21
15
13
28
19 16
39 25
20
32
24
7
31
31
18
43
28 22
* 36
28
*
46
35
30
5
17
11
9
23
15 12
35 19
15
*
24
18
6
26
17
14
39
23 18
* 30
22
39
28
7
40
23
20
*
34 26
44
32
*
*
42
40
5
19
13
10
32
17 13
22
17
28
21
6
33
19
15
*
27 20
36
26
*
*
33
7
*
28
22
*
40 28
*
37
*
*
48
50
5
24
14
11
19 14
26
18
37
23
6
22
16
*
31 22.
* 41
28
*
*
37
7
*
32
23
47 32
* *
42
* Maximum wheel load exceeds 50,000 lb.
From Portland Cement Assoc. "Concrete Floors on Ground"
PIT BEARING:
LOADS ARE TRANSMITTED THROUGH LOAD CELLS ON PIERS TO
LONGITUDINAL WALLS. ASSUME FOOTING WIDTH OF 12" + 6" + 6" = 24"
AREA 2-83.2
qs:= 260 •1000
AREA
CHECK PIT SLAB FOR SHRINKAGE STEEL:
P:= 0.002-8-12
3
MY IN ff
Ya �y.FILE
W/•
BF
qs = 783 psf < 1000 psf OK
P = 0.192
inA21ft
USE: #4 BARS AT 12" C-C E.W. _> A.prov = 0.20 inA21ft OK
SECTION A -A ON DRAWINGS
CHECK PIERS AS PLAIN CONCRETE:
M#0##!i!#**Y1Y11#!!*'R#MlYf1M#!#*!YlIiMM*R**MMIM#Mi#*###*'Ri*Rkff'f#####i#M!f#-IYMMM!#*ill ##'ftt
HTMAX := 3.24
60.36.4000.0.85.0.9
PMAxt 1.7.1000
30.36.4000.0.85.0.9
P� _ L.7.1000
24.36.4000.0.85.0.9
PMAX3 1.7-1000
HTMAX = 72 in > 24 in OK
Psi = 3888 kips >> 35 kips OK
FOR 60" X 36" PIERS
PmAx2 = 1944 kips >> 12 kips OK
FOR 30" X 36" PIERS
PMAX3 = 1555 kips >> 12 kips OK
FOR 24" X 36" PIERS
USE:
(2) #5 TIES HORIZONTAL
(7) #6 VERTICALS FOR 60" X 36" PIERS
(4) #6 VERTICALS FOR 30" X 36" AND 24" X 36" PIERS
SECTION B-B ON DRAWINGS
CHECK PIT WALLS: (SECTION B-B ON DRAWINGS)
1*lRf�bRY*RYY*RFRt,R*RYYYY,YY„!**,Y*YYYYYY,M,MY,YI,:IRYYYMYMY„YYYYYYYYR„M„#l,Yl,M,M#*R*,iMe*
USE IMPACT FACTOR OF 2.0
X= gs-2.2.1.7 W = 5325 kips/ft
4
BOTTOM STEEL:
M := 0.08•W 182.12.3'1000 M = 2209 in -kips
As:= M As=0.866 m^2 I L 0
60.0.9.0.9-52.5
Aprov := 4.0.31 Aprov = 1.24 in^2 > As OK
TOP STEEL:
µMJf 0.10•W182.12.4 1
3 1000 M = 2761 in -kips
M
�:= As = 1.082 in^2
60.0.9.0.9.52.5
Aprov = 4.0.31 Aprov = 1.24 in^2 > As OK
SHEAR OK BY INSPECTION
CONSIDER SURCHARGE:
ASSUME A RESTRAINED WALL CONDITION WITH A 16 kip LOAD PROVIDING
MAXIMUM SURCHARGE. ASSUME LOAD IS DESTRIBUTED THRU SOIL IN A
T-0" SQUARE AREA.
16
q:=-
32
EQUq•1000IVSOILHT:= 110
1.77
ks-F
q = 1.778 ksf
EQUIVSOILHT = 16.2 ft
Design wall as restrained at top and bottom.
Consider 12 long segment:
4.52 50 4.52
2 2 2
_ 1.7•M• 12
.9•.9.60000.9.5
0.20
Avirw°wVl=
1.5
One #4 each 18 inches
50
797
FILE
Cuk"PY
1040
As = 0.05 inA2/ft
Aprov = 0.13 inA2/ft
Aprov = As OK
SECTION B-B ON DRAWINGS
FLYING J / COUNTRY MARKET
85' HIGHRISE SIGN
AREA
R.V.
ISLANDS
GAS
ISLANDS
0
c
n
140
C-STORE
AND
RESTAURANT
L15-208-L-2
19,320 SQ.Ff.
M
4.47± ACRES
SOLD
8-28-09
EXISTING SCALE AND SIGN TO BE
C EXISTING TRAVEL =
PLAZA DD
21.44 ACRES
110 CAR PARKING, INCL. 6 HC
Ohl 1y 1-1-1-1 ��,dlll(flllllll,d���
4 M 24
7
PROPOSED OUTFACE STORMWATER DETENTION AREA
CONTROL STRUCTURE
z
0
z
E
A
Pi
x
0
m
= ff
N
I
�I
I
v
r
I I
"' II
10'—O" LEVEL
APPROACH
M� II
I I
81'-4"
65'-8"
11'-4"
15'-8"
22'-8" 21'-6"
43'—O"
21'-6"
3"�
2'-4"
� 3n
Fr
o
2'-6" I I 1'-0"
— — —
—317—
—
— — — — — —
— — —
—
— — — — — — — — — — —
—
— — — — — — — — — — — — —
E
_8"
n ¢
E
B I
L
BJE)
30 00 00 C o
SUMP
rn 5 —0n
— — — — — — — —
1 4" SCH 40 PVC
6'-0"0 C SLOPE TO SUMP
D
fl
I 2 —0—
\
E
2 8
EL: L—O-0
E
D
GROUND LLDnn
� ¢
-- 2 X 2 X 114" ANGLE i
TURNING BLOCK TO BE ON 6";� SEE WALL MOUNT CHECK I SAFETY PIER (TYP.)
THE SIDE WHICH AN EXITING D B 2 _8" N BRACKET DETAIL TYP.) PIT j3V
TRUCK WILL TURN, OR AS TRAFFlC FLOW
REQ'D BY SITE CONDITIONS.
SIGN FOUNDATION
r� PLAN VIEW
4
NOTES:
1. USE 4000 PSI CONCRETE ® 28 DAYS. CONCRETE SHALL
BE A MIX DESIGN UTILIZING TYPE It PORTLAND CEMENT
AND NORMAL WEIGHT AGGREGATES WITH 5-77 AIR
ENTRAINMENT. NO FLY ASH WILL BE ALLOWED.
MAXIMUM ALLOWABLE SLUMP SHALL BE 4 1/27
.
CONCRETE TO BE MECHANICALLY VIBRATED TO INSURE
PROPER CONSOLIDATION.
2. USE A MIX DESIGN WHICH WILL DEVELOP 4000 PSI
STRENGTH IN 7 DAYS ON THE APPROACHES.
3. ALL REINFORCING TO BE ASTM A-615 GR 60 DEFORMED
BARS. ALL BAR TO BE LOCATED AS SHOWN ON PLANS
WITH ALL INTERSECTING BAR SECURELY TIED AND
CHAIRED INTO POSITION. BEND BARS COLD. REMOVE
SCALE, LOOSE FLAKEY RUST, DIRT AND OTHER
COATING THAT WOULD IMPAIR BONDING.
4. ALL CONCRETE SURFACES SHALL BE FORMED WITH WOOD
OR METAL FORMS USING APPROVED METHODS. NO
CONCRETE VERTICAL SURFACE SHALL BE POURED
AGAINST DIRT.
5. MAKE 3 CONCRETE TEST CYLINDERS, LABEL WITH POUR
DATE AND DESCRIPTION OF POUR, WRAP CYLINDERS IN
6 MIL POLY.
Z ALL WORK TO BE IN ACCORDANCE WITH ACI 301.
8. BOTTOM OF PIT SHOULD BE SUPPORTED ON NON —EXPANSIVE
WELL DRAINED MATERIAL CAPABLE OF SAFELY SUPPORTING
1000 PSF.
9. ALL BACKFlLL SHOULD BE PLACED IN 8 INCH LIFTS AND
COMPACTED TO 957 OF MAXIMUM DENSITY PER ASTM_1557
10. SUITABLE CONDUIT FOR LOW VOLTAGE CONDUCTOR SHIELDED
CABLE MUST PASS THRU THE PIT WALL AS INDICATED ON THIS
DRAWING. CONDUIT MUST EXTEND BEYOND PIT WALL 2" MIN..
11. WORK FROM CENTER LINES WHEN ERECTING FORMS AND PLACING
FOUNDATION EMBEDMENTS. PLACE EMBEDMENTS TO WITHIN
+/--1/8" OF POSITIONS INDICATED ON DRAWINGS. (EMBEDMENT
MUST BE PLACED WITHIN +/--1/8" OF TOTAL DIMENSIONS
OF SCALE)
12. PROVIDE MEANS SO THAT ADEQUATE DRAINAGE FOR THE
PIT EXISTS. CONNECT THE DRAIN TO A GRAVITY DRAIN,
STORM SEWER OR SUMP PUMP TO INSURE THAT STANDING
WATER CANNOT ACCUMULATE IN PIT.
13. APPROX. EXCAVATION QTY. = 390 CU. YDS. (BASED ON
ON 2'—O" CLEARANCE AROUND SIDE OF PIT.)
FAIRBANKS
10'—O"
SEE END WALL
CHECKING DETAIL
(TYP.)
1_1"
V-4"
�7
STATE OF
�*' / /ONALtEN
Design meets the Florida 2007 Building Code and the 2009 Supplement.
NOTE: MARKS SAME AS OPPOSITE END
MK.— 85 ® 12" C/C SAFETY PIERS AND LOADCELL PIERS
(FIELD BEND) "1'-1" NOT SHOWN FOR CLARITY 1'-1" 3"
M.— 7 ®" IC BUMPER PLATE SYM. 256ICH�
H
MK. B7 ®8" C/C 5/8"0 X 6" BOLTS — 2 RE
END BOLT 70 PROJ. 1"
o
I LO
K.— Bob EQ. SPA. 20"
K.— 84a EQ. SPA. (OVERLAP)
0 81'-4" P/ALL WALL
MK.— 88 ® 18" C/C
(STIRRUPS) CLR. 2" °o- (4) MK.— B3 ® 12" C/C MK.— 82 ® 12" C/C I 10'-0"
_ BETWEEN MK.— B2 T1P. U.N. MK.— B1 ® 12" C/C
10 CLR 2" MK.— B4 EQ. SPA.
°O r r r /
K.— B23 ® 18" C/C
(7) MK.— B3 (3) MK.— B3 /
MK.— B4
U g` 1'_4` ®8" C/C ®8" C/C
EQ. SPA. " I /
1T—D" 22'-8" 21'-6" 22'-10"
84'-0"
SECTIONC20`0
P Y
Design meets the Florida 2007 Building Code and the 2009 Supplement.
FAIRBANKS
Z
O
F
U
w
E3
w
a-
:o
:o
IB• 9•
$Q.
o•
8 — 1 1/8" 0 x 2'—O" W/8" HOOK
9• (SEE DETAIL ON THIS SHEET)
—
CONSTRUCTION
JOINT I r (2) MK.— B20
:o
(u
PIT WALL
MK.— 819 4 REQ'D.
EA. PIER
in
CLR.
v�
00
B20 ® ABOUT 9 1/2" C/C
SECTION C
(SIGN FOUNDATION)
6
2• x 2" x /4" SIDE WALL
1/8" END WALL
e �2a
COPING FOUNDA 71ON
1'-6"
9" 9"
CLR. 3"
MK.— B21 ® 2'—O" C/C
MK.— B22 8 REQ
EQUALLY SPACED
11/8" HOOK
III 11!ll/
,//
T .
v •ems
s STATE OF
c�0R10P;:
%NALi
36"0
A ■ BOLT AS I ,
L3.(TURNING BLOCK) B,
Design meets the Florida 2007 Building Code and the 2009 Supplement.
FAIRBANKS
END WALL
ORIENT PLATE FLUSH
AGAINST SIDE WALL
I
DETAIL — SAFETY PIER
2'-7�* 2•_7j"
i fL SCALE
o
0 0
BUMPER PLATE SYM #73427
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END. ATTACH
TO FORM W/ 314"0 X 3" BOLTS
SIDE CHECK PLATE
PLATES EMBEDDED FLUSH
(2) REQ'D. EACH END.
DETAIL — END WALL CHECKING
TOP OF PIT WALL
o c N
e
NUTS ON BACK SIDE TO BE
EMBEDDED INTO CONCRETE
Design meets the Florida 2007 Building Code and the 2009 Supplement.
FAIRBANKS
REINFORCING STEEL SCHEDULE - 5'-O" PIT
---------------------------------------------------------
---------------------------------------------------------
MARK QTY DESCRIPTION LENGTH A B
ANCHORS ® 24" CTRS
2 X 2 X 1/4" ANGLE Bi 60 # 4 STRAIGHT 22'-6'
B2 82 # 4 STRAIGHT 13'-10`
B3 28 # 5 STRAIGHT 13'-10"
640 12 # 6 BENT - DET A 15'-9" 2'-0" W-9"
B46 12 # 6 BENT - DET A W-8" 2'-0" 12'-8"
--------------- 85 188 # 4 STRAIGHT 6'-6"
3/16" DIA. HOLE T1'P. B6 30 # 4 STRAIGHT 12'-2"
B7 40 # 4 STRAIGHT 9'-10"
8" 32° 32" 32" 32" 32" 32" 32" 8" B8 18 # 4 STIRRUPS - DET B 12'-10" 0'-11" 5'-2"
89 96 # 5 STRAIGHT 22'-6"
B10 110 # 4 STIRRUPS - DET B 12'-2" 0'-7" 5'-2"
B11 32 # 4 BENT - DET E 8'-6" 0'-10" 3'-0"
TYPICAL 20'-0" COPING B12 50 # 4 STRAIGHT 22'-6"
B13 40 # 4 STRAIGHT 4'-O"
8 — REQ'D. B14 8 # 5 TIES - DET B 14'-8" 4'-6" 2'-6"
B15 4 # 5 TIES - DET B 8'-8" 1'-6" 2'-6"
Bib 8 # 5 TIES - DET B 9'-8" 2'-O" 2'-6"
B17 40 # 4 BENT - DET C 2'-10" 1'-0" 1'-10"
818 72 # 6 BENT - DET C 3'-3" 1'-0" 2'-3"
819 8 # 6 BENT - DET C 6'-2" 1'-O" 5'-2"
820 16 # 5 TIES - DET B 10,-4" 2'-8" 2'-2"
FIB21 4 15 HOOP - DET D 8'-3" (DIA.) 2'-6"
LN B # 4 B TTRAI - DET C 5'-O" 2'-O" 3'-C
1 0 3/16 DIA. HOLE 11P. o A A I 4" + q
L22"X X 3/8" ANGLE -CHORS ® 12" CTRS o ����� pE�-T ;,NU����i�
co CQ
441, •i x
' c OF i
7' 24" 24" 24' 24" 24" 7" %a9 t� ' 2 = A A A I B I A I
�
L0
\0DET A DET B DET C DET D DET E
TYPICAL END WALL COPING /
2 — REQ'D. 61 i� (d ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60 DEFORMED.
i ALL BENDING MUST BE COLD FORMED.
Design meets the Florida 2007 Building Code and -the 2009 Supplement.
5 C.A.T. SCALE CO.
4 PAW P.O. Box 639
3 Walcott, Iowa 52773
2 nY1ng J
�ED MAW B24 St Lucie, FL
' "7'�70G °N1 COPING DETAIL & REINFORCING STEEL DETAIL
REV. WE REN90N°MMMON °R. APPw. WE DUMimm
FAIRBANKS FR E',/I S I C::, IV NONE I
:C. 1 10/08 6
` y'Y
z
I CLR. 2"
MARKS SAME AS OPP. END
U
6" 1
11'-2" WALL / WALL
5'-7" 5'-7"
9" 9"
SEE DETA3L 8" ANGLE
'I
2" CLR.
�MK.-Bi7 4 REQ'D. PER PIER
MK.-1114 ®PIERS B & C w
MK.-B15 ® PIERS D
II�IIL MK.-B16 ®PIERS E jj�:-4
3" CLR.
30"00700" CONC�
SUMP MK.-618 EQ. SPA.
(7) REQ'D. ® PIERS B & C
(4) REQ'D. ® PIERS D & E
MK.-B18 2 REQ'D.
13'-2"
3"
MK.-89
MK.-B5 ® 12" C/C
MK.-B12 ® 12" C/C
FURNISHED 22'-6" LENGTHS.
MK.-B9 EQ. SPA.
4'-0.
MK.-B10 ® 18" C/C (STIRRUPS)
MK.-B9 EQ. SPA.
4 MK.-823 ® 18" C/C `SEE OPP. END FOR CLEAR DIMS.
1'-0"l 1 6"
EQUALLY SPACED
ED IN 22'-6" LENGTHS.
���IIIIIII
-
STATE OF
SECTION B-B elize,S�ONA�•
�
FILE COPY
Design meets the Florida 2007 Building Code and the 2009 Supplement.
FAIRBANKS