2139 Seminole Rd RES20-0105 Foundation RepairOWNER:ADDRESS:CITY:STATE:ZIP:
Camille Adams 2139 SEMINOLE RD ATLANTIC BEACH FL 32233-5921
COMPANY:ADDRESS:CITY:STATE:ZIP:
RAM JACK 14403 Main St Jacksonville FL 32218
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169515 0500 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2139 SEMINOLE RD RESIDENTIAL ALTERATION
RESIDENTIAL foundation repair $15839.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $130.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $199.93
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING 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 JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 6/15/2020
PERMIT NUMBER
RES20-0105
ISSUED: 6/15/2020
EXPIRES: 12/12/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 6/15/2020
PERMIT NUMBER
RES20-0105
ISSUED: 6/15/2020
EXPIRES: 12/12/2020
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $199.93
RES20-0105 Address: 2139 SEMINOLE RD APN: 169515 0500 $199.93
BUILDING $130.00
BUILDING PERMIT 455-0000-322-1000 0 $130.00
BUILDING PLAN REVIEW $65.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00
STATE SURCHARGES $4.93
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R12114 $199.93
Printed: Monday, June 15, 2020 2:20 PM
Date Paid: Monday, June 15, 2020
Paid By: RAM JACK
Pay Method: CHECK 19116559065
1 of 1
Cashier: CT
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12114
S1.01/4"=1'-0"PIER PLACEMENT PLAN THESE DRAWINGS ARE THE PROPERTY OF MARTINEZ & ASSOCIATES, P.A. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNERSHIP AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION
. ADAMS RESIDENCE .MARCH 9, 2020JOB NUMBER:20-255DRAWN BY:S. MARTINEZCHECKED BY:S. MARTINEZREVISION - DATE:OWNER:DRAWING DESCRIPTION:CURRENT DRAWING ISSUE:CONSTRUCTION SET - AS BUILTDRAWING SCALE:Martinez & AssociatesSTRUCTURAL ENGINEERS, P.A.PHONE 843 839 16201107 48th AVENUE NORTH . 310-CFAX 843 839 1623MYRTLE BEACH, SC. RamJack Pier Placement for .FURTHER PIER IMPLEMENTATION MAY BE REQUIRED.PIER PLACEMENT DIMENSIONS MAY BE ADJUSTEDUP TO 20%4021 Commercial BracketMATERIAL LOAD CAPACITY2 7/8" Push Pier4061 Fold-Up Slab Bracket4065 Beam Bracket4550 2.375 2 3/8" Wall Tie-Back2 3/8" Helical Piers2 7/8" Helical Piers80 kips ultimate70 kips ultimate20 kips capacity10 kips42 kips capacity3000 ft-lbs max torque30 kips max capacity12 kips normal use42 kips tension5500 ft-lbs max torque80 kips max capacity30 kips normal use64 kips tensionPIERS IMPLEMENTED NOT INTENDED TO PROVIDEANCHORAGE FOR UPLIFT. PIERS IMPLEMENTED TOLEVEL FLOOR ONLY.PIERS IMPLEMENTED NOT INTENDED TO SUPPORTOVERHANGING BRICK VENEER.IT IS THE INTENT OF THESE DOCUMENTS TO PROVIDEDIRECTIVE ON THE IMPLEMENTATION OF HELICAL PIERSFOR THE CORRECTION OF FOUNDATION SETTLEMENT(NOT DUE TO SINK HOLE ACTIVITY) OR DEFICIENTSTRUCTURAL FRAMING. STRUCTURAL FOUNDATIONSETTLEMENT FOUND TO BE WITHIN THE AREA OFSINKHOLE ACTIVITY MUST BE FURTHER EVALUATED VIATHIRD PARTY GEOTECHNICAL ENGINEER.#1: 2/13/20THE INSTALLATION AND DESIGN METHOD UTILIZED TOIMPLEMENT THESE PIERS ARE IN ACCORDANCE WITHTHE 2017 FLORIDA BUILDING CODE 6TH EDITIONRESIDENTIAL.
** BOLTING OF BRACKETS IS NOT REQUIREDS2.0 THESE DRAWINGS ARE THE PROPERTY OF MARTINEZ & ASSOCIATES, P.A. AND MAY NOT BE USED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNERSHIP AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION
. ADAMS RESIDENCE .MARCH 9, 2020JOB NUMBER:20-255DRAWN BY:S. MARTINEZCHECKED BY:S. MARTINEZREVISION - DATE:OWNER:DRAWING DESCRIPTION:CURRENT DRAWING ISSUE:CONSTRUCTION SET - AS BUILTDRAWING SCALE:Martinez & AssociatesSTRUCTURAL ENGINEERS, P.A.PHONE 843 839 16201107 48th AVENUE NORTH . 310-CFAX 843 839 1623MYRTLE BEACH, SC. RamJack Pier Placement for .PRODUCT SPECSTYP.INSTALLATION9 1/4"1'-4 1/2"1'-2 1/4"10"
1'-1"TOP VIEWFRONT VIEWSIDE VIEW6 1/4"10"6 3/4"2 78"Ø HELICAL PILES AND ANCHORS - THREADED CONNECTION"B""C""A""D""B""A""A"LEAD SECTIONHELIX EXTENSIONEXTENSION1.POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228 OR HOT-DIPPEDGALVANIZATION.2.LEAD AND EXTENSION SECTION AND PILOT POINT LENGTHS ARE NOMINAL. PILOT POINTS ARE3".3.SHAFT MATERIAL IS 2 78"Ø, 0.217" WALL, MINIMUM Fy=65 KSI AND Fu=80 KSI.4.HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KSI AND Fu=80 KSI CARBON STEEL.PLATE THICKNESS IS AVAILABLE IN 38" AND 12" THICKNESSES.5.CONNECTORS ARE 2 78" Ø, CUSTOM 4140 INTERNAL THREADED COUPLINGS6.NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWERHELIX.7.MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROLAND ASSURANCE FOR ALL MATERIALS AND MANUFACTURING PROCESSES.8.MANUFACTURER SHALL BE ISO CERTIFIED.9.ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODED1.1.10.RECOGNIZED BY ICC-ES IN ESR-1854. THE REPORTED ALLOWABLE CAPACITIES MAY VARYBASED ON THE SOIL CONDITION AND PILE APPLICATION AS DESCRIBED IN ESR-1854.LEAD SECTION TABLECAT. #"A""B""C""D"43685'-010"12"43707'-010"12"43677'-014"16"40625'-08"10"40507'-012"14"43717'-010"12"14"43605'-08"10"12"528010'-06"8" * MULTI-HELIX ARE SPACED 3 DIAMETERS OF THE LOWER HELIX. HELIX EXTENSIONSCAT #"A""B"4385.125'-012"4387.127'-012"4385.145'-014"4387.147'-014"EXTENSIONSCAT #"A"43855'-043877'-0442210'-0NOTES:3" PITCH(TYP.)CUSTOM 4140THREADED BOXCUSTOM 4140THREADED PIN1316"Ø DRIVEPIN HOLE MAX. TORQUE STRENGTH - 8,000 FT-LB ULTIMATE CAPACITY (TENS/COMP) - 72 KIP*STRENGTH RATING ** W/ SAFETY FACTOR OF 2 BEING APPLIED ALLOWABLE CAPACITY (TENS/COMP) - 36 KIP** * BASED ON A TORQUE FACTOR (Kt) = 9***RECOGNIZED BY ICC-ES IN ESR-1854TYP.CONNECTION DETAIL14"2 78" O.D.PILING