HomeMy WebLinkAboutREVI SION, Anchor foundation I
OFFICE USE ONLY:
DATE FILED: PERMIT# SLC-1910-0086
REVISION FEE: RECEIPT#
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE f g,P (f I_ 0'0 0 00
ADDRESS:
31310 Orange
Fort Pierce
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Anchor foundation for guy wires:The revisions reflects a 25'caisson w/I-beam replacing the underground foundation w/anchor rod
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1504970 ST. LUCIE CO CERT. #:
BUSINESS NAME: J.Crompton Electric
QUALIFIERS NAME: Brad SChehr
ADDRESS: 1290 Old Congress Ave
CITY: West Palm Beach STATE: FL ZIP: 33409
PHONE (DAYTIME): 561-588-6559 FAX:
OWNER/BUILDER INFORMATION:
NAME: SCI Towers
ADDRESS:PO Box 3469
CITY: Cary STATE: NC ZIP: 27519
PHONE(DAYTIME: 772-631-6574 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Michael Plahovinsak P.E.66723
ADDRESS: 18301 SR 161
CITY: Plain City STATE: OH ZIP: 43064
PHONE(DAYTIME): 614-398-6250 FAX:
SLCCC: 9/23/09
Revised 06/30/17
FILE COPDREVV�JIONI'
Page I of 3 Job Number: 40920-019
��� Eng: MFP Customer Ref:
i
�j� Date: 3/27/2020
� Structure: 250-FT GUYED TOWER FOUNDATION
s I'fir 51te: WYNNE RANCH
Tor*�p� Location: 5T. LUCIE CO., FL/27°2G'53",-80°39'47"
Ill Owner: SCI TOWERS
Revision No.: Revision Date:
FOUNDATION NOTES:
1.ALL FOUNDATION CONCRETE SHALL USE TYPE II CEMENT AND ATTAIN A
MINIMUM COMPRESSIVE STRENGTH OF 4000 P51 AT 28 DAYS. CONCRETE
FROMOPROPOSED GUY RADIUS
FRSHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.4G. ALL CONCRETE
¢OF PIER TO¢of TowER CONSTRUCTION SHALL BE IN ACCORDANCE WITH AGI 3 18,'THE BUILDING CODE
PROPOSED I-BEAM TYPE REQUIREMENTS FOR REINFORCED CONCRETE",LATEST EDITION.
GUY ANCHOR TO BE
PLAGEDTHROUGH
FOUNDATION.
CONNECTION CENTROID OF FO2,ALL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 VERTICAL BARS
PLATE 0 SHALL BE GRADE GO,AND TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE
0 p
WF14X53 40. THE PLACEMENT OF ALL REINFORCEMENT SHALL CONFORM TO ACI 3 15,
I
MAX PROJECTION o° ASTM A992 50 K.51 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES%LATEST EDITION.
iv 5TIFFENFI
2"CLEAR 3.CAISSON FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI
FINISHED GRADE 33G,"STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS%
o LATEST EDITION.
k i1 (2)ADD'L REINF 4.THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO SUPPORT
tl TIES WITHIN THE TOP THE EXCAVATION DURING CONSTRUCTION. THE CONTRACTOR SHALL READ THE
0 5"OF CAI55ON
ED p GEOTECHNICAL REPORT AND SHALL CONSULT THE GEOTECHNICAL ENGINEER AS
f
(18)#4 HOR.TIES NECESSARY PRIOR TO CONSTRUCTION.
i1 li
uuu73 4 it SPACED Q G'O/C 5.FOUNDATION DESIGN 15 BASED ON GEOTECHNICAL REPORT BY:
m ENGINEER: UNIVERSAL ENGINEERING SCIENCES
REPORT NO.: I 169433(DATED 10/23/14)
19 G. ESTIMATED CONCRETE VOLUME= 27 CUBIC YARDS.
ap
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u 7.THE FOUNDATION HAS BEEN DESIGNED TO PE515T THE FOLLOWING FACTORED
LOADS BASED ON DALEY TOWER SERVICE PROJECT#5GG93 DATED 9/4/19:
II 1 UPLIFT: 1 13 KIP5
P
SHEAR: 126 KIPS
II II
-� - -� 8. GEOTECHNICAL REPORT INDICATES GROUNDWATER MAY BE ENCOUNTERED
NEAR THE SURFACE.
L4X4X3/8 X 18'LONG
o TYP. 2 PLACES
z
O
U 3"CLEAR FYP) I
z
Rff`V1 " 10N
#4 SHEAR REBAR
(18)SETS Q G"C-C eb811➢➢➢➢➢�!
N FROM THE TOP PLAL,O�,P
f No 66723 ° :-
r_
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Z.
L4X4X3/8 X 18'LONG e '
TYP. 2 PLACES
LOS ^'O e
°.
CE TIES WITH w STATE OFo
MIN.24°LAP LOWER TIES @ 12-O/C C
(za)#9 VERTICAL _ ^"' !a3.17.1Oa0
REINF BARS PIIC}7AEL F. PL CVINSAE, P.E. ®66723
EQUALLY SPACED Sole Proptlerot-Intlepentlen[Englnre[
18301 S.R. 161, Plain City, OH 43064
614-398-6250 /mike Omfpeng.00m
6"CLFAR
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�— G'-0"0 DRILLED SHAFT
CAISSON FOUNDATION REVIEWED FOR
NOT TO SCALE CrYP of 3) =939 COMPLIANCE
ST. LUCIE COUNTY
Page 2 of 3 Job Number: 40920-0 19
no Eng: MIFF
Customer Ref:
�(�). Date: 3/27/2020
�� Structure: 250-17 GUYED TOWER FOUNDATION
Site: WYNNE RANCH
TOCp�f Location: ST. LUCIE CO., f-L/27°2G'53", -80°39'47"
ERS Owner: 5CI TOWERS
Revision No.: Revision Date:
3" 3" 3"-311T311 3'
2
2„ 3..
4
x 41
2
0116"
BOTTOM TW (TyF)
HOLES REQUIRE 14"
EDGE DISTANCE
10 N
ASTM A3 G
7/8" ThICK 2'_7z"
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
#OCC
CONNECTION PLATE
NOT TO SCALE PLA L
V` . �'7H `!�
No 66723
r
�3' STATE OF
0
LA
MI—T,S. 11—INS-, P.E. #66723
Sote
P771"'-1,dependen[01911111
18301 S.R. 161, Plain City, OH 43064
614-395-6250 /mike0mfpeng.com
I
Page 3 of 3 Job Number: 40526-019
noEng: MFP Customer Ref:
(�)�) Date: 3/27/2020
�� Structure: 250-FT GUYED TOWER FOUNDATION
SSite: WYNNE RANCH
TOTOWERS Location: 5T. LUCIE CO., FL/27°2053",-80°39'47"
11* RS Owner: SCI TOWERS j
Revision No.: Revision Date:
5TIFFENE I STIFFENER
3/4 X 3 1/2 X 1 0 3/4 X 3 1/2 X 12 7/16
W/3/4 X 45•CUP W/(2)3/4 X 45•CUPS
(2 REQUIRED) (2 REQUIRED)
r-o4' 0
00
O
i
3-34'
3/8
i TYP
7/8a A3 3/8
PLATE
i
iON
i
K I
r5i
i
i
W 14X53 REVIEWED FOR
CODE COMPLIANCr-
ST. LUCIE COUNTY
SOCC
aaaa>leirF,�l
L4X4X3/8 X 18" LONG `Off•" �' �SP:
TYP. 2 PLACES moo• No 66723 ��
TtP P� STATE O F
o A
—BEAM ANCHOR ' -ppot,fi "4'°3.a'aORO
NOT TO SrJ11P MICHAEL F. PLAHCVINSAK, P.E. #66723
Sole Proprietor-I"depende..Engineer
18301 S.R. 161, Plain City,IOH 43064
7�w 614-390-6250 /mikeeNfpeatJ.CON
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i
Design , ntfrrviOriginalo o e ew
REVISION
REVIEWED FOR
j
CODE COMPLIANCE
ST. LUCIE COUNTY
RCCC
( 1/
FILL III r,CitAVANCE
!! 411111 f,E0llfhl.'.Col
2 1/7-0 GALVANIZED ANCHOR ROD, 50 KSI7
h
f
#'3 PARS ® 24' MAX SPACING
(28) 16 PM
2,477 LOS EOLIA<LI SPACED «
� a -
-
1) I-
263,670 LOS
SOWER CENTER
UNDATION LOADS
TYPICAL ANCHOR FOUNDATION ELEVATION
SCALD 3/16' 1'-0'
""' Payment Slip
� M
._...... Online address:http://www.stlucieco.org/planning/permitting.htm
Planning&Development Services Quick Links:
Building&Code Regulation Division Permit Status Lookup
2300 Virginia Avenue Online Building Inspection System
Fort Pierce,FL 34982 Daily Inspector Schedule
Phone:(772)462-1553 Fax:(772)462-1578
THIS IS NOT A RECEIPT Permit Date: 10 April, 2020
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Permit Number: SLC- 1910-0086 UTILITY
Contacts: Contractor Bradley J Schehr/J Crompton Electric Inc (561) 588-6559
permitting@jcromptonelectric.com Fax: (561)585'9088
Property Owner Wynne Capital Ii Llc
Fax:
Job Address: 31310 ORANGE
Fee Description: Amount Due:
NRevis753 N-Revisions to Permit Plans (per
each revision) $75.00
Total Unpaid Fees: $75.00
To check the status of your permit, day or night, use our on-line progam:
http://www.stiucieco.org/planning/permitting.htm Copy and paste this in your internet
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4/10/2020 9:19:16 AM