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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 'I 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 I I 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_ I 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 I I �— 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 i I 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 I 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 browser and add it to your favorites. i 1 ao 4/10/2020 9:19:16 AM