HomeMy WebLinkAbout20-7965B Stabilization Plan - DS0
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PROJECT NOTESxALL CONSTRUCTION SHALL COMPLY WITH APPLICABLECODES AND STANDARDS, INCLUDING BUT NOT LIMITED TOALL STATE LAWS, LOCAL ORDINANCES, UTILITY COMPANY,FLORIDA ACCESSIBILITY CODE FOR BUILDINGCONSTRUCTION, THE OCCUPATIONAL SAFETY AND HEALTHACT, NFPA AND THE CURRENTLY ADOPTED.xCONTRACTOR SHALL REMOVE ALL DEBRIS FROM THEPROJECT SITE AS REQUIRED TO MAINTAIN A SAFE ANDORDERLY WORK ENVIRONMENT.xGENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONSAND EXISTING CONDITIONS PRIOR TO AND DURINGCONSTRUCTION.xEXISTING GROUND SHALL BE PROTECTED DURINGCONSTRUCTION. THE CONTRACTOR SHALL CLEAN AFTERCONSTRUCTION AND REPLACE AREAS DAMAGED AS ARESULT OF PERFORMANCE OF THE WORK.xTHE CONTRACTOR SHALL SECURE ALL OPENINGSUNDER CONSTRUCTION AT THE END OF EACH WORKINGDAY.xITEMS OR AREAS DAMAGED BY THE CONTRACTOR ORSUBCONTRACTORS SHALL BE REPAIRED OR REPLACED ATTHE CONTRACTORS EXPENSE.xIF ANY VOIDS UNDER THE SLAB/FOUNDATION AREDISCOVERED, CONTRACTOR WILL PUMP ASOIL/CEMENT/WATER MIXTURE INTO THE VOID SPACE BYACCEPTABLE INDUSTRY STANDARDS AS APPROPRIATE FORTHE SPECIFIC SITE CONDITION.xCONTRACTOR SHOULD HAVE GENERAL LIABILITYINSURANCE.xCONDITIONS SUCH AS INSUFFICIENT STEEL IN THE SLABAND/OR OTHER STRUCTURAL CONDITIONS AND/ORSINKHOLE ACTIVITY MAY BE DISCOVERED AFTER WORKCOMMENCES THAT MAY NOT BE VISIBLE PRIOR TOCOMMENCEMENT OF WORK OR EVEN DURING THE WORK.THESE CONDITIONS MAY MAKE LEVELING THE STRUCTUREIMPOSSIBLE. IF SUCH CONDITIONS ARE FOUND,CONTRACTOR WILL IMMEDIATELY HALT WORK AND INFORMTHE OWNER AND THE SITE ENGINEERxIF, DURING THE COURSE OF FOUNDATION REPAIR,EXISTING UNDERPINNINGS OR OTHER UNFORESEENCONDITIONS ARE ENCOUNTERED THAT CREATE ANOBSTRUCTION FOR THE CONTRACTOR, THE CONTRACTORWILL NOTIFY THE OWNER AND/OR THE SITE ENGINEER OFSUCH UNDERPINNINGS OR OTHER CONDITIONS.xCONTRACTOR WARRANTS THAT THE WORK ANDMATERIALS WILL BE FREE FROM DEFECTS NOT INHERENTIN THE NATURE OF SUCH WORK AND MATERIALS AND WILLPERFORM AS STATED HEREIN AND THAT CONTRACTORWILL PERFORM ALL WORK EXERCISING THE STANDARD OFCARE NORMALLY EXERCISED BY OTHER CONTRACTORS INTHIS GEOGRAPHICAL AREA ENGAGED IN FOUNDATIONREPAIR BY MEANS OF PILING INSTALLATION.xTHIS PROPOSED DRAWING IS IN ACCORDANCE WITH THESIXTH EDITION (2017) FLORIDA BUILDING CODE.xAWARD ENGINEERING INC. SHALL NOT BE RESPONSIBLEFOR ANY DAMAGES OCCUR DURING THEREPAIR/CONSTRUCTION WORK.xTHE CONTRACTOR SHOWN IN THIS PLAN SHALL OBTAINTHE REQUIRED PERMIT BEFORE BEGINNINGCONSTRUCTION ON THIS STABILIZATION PROJECT.xLOCATE ALL UTILITIES INCLUDING WATER,SEWER, ELECTRICAL, TELEPHONE AND IRRIGATION LINESEITHER AROUND THE PERIMETER OR BENEATH THEINTERIOR SLABS OF THE BUILDING.xCALL SUNSHINE PRIOR TO CONSTRUCTION.
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PROJECT:
PARTIAL-FOUNDATION STABILIZATION
WILSON RESIDENCE
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FORT PIERCE, FL 34951
xTHIS FOUNDATION STABILIZATION PLAN IS NOTINTENDED TO MITIGATE ANY DEEP SOIL OR SINKHOLECONDITIONS THAT MAY EXIST AT THE SITE, NOR IS ITINTENDED TO REPLACE A COMPACTION GROUTINGPROGRAM.
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PROJECT CLASSIFICATION THIS IS AN ALTERATION LEVEL 1 PROJECT AND FALLS UNDER THE WORK AREA COMPLIANCEMETHODALTERATION, AS DEFINED IN CHAPTER 2 OF THE FLORIDA BUILDIG CODE - EXISITING BUIDING, IS ANY CONSTRUCTION ORRENOVATION TO AN EXISTING STRUCTURE OTHER THAN A REPAIR OR ADDITION. ALTERATIONS ARE CLASSIFIED AS LEVEL1, LEVEL 2 AND LEVEL 3.PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF INSTALLING UNDERPINS TO PROVIDE ADDITIONAL FOUNDATIONSUPPORT TO THE EXISTING FLORIDA ROOM.503.1 SCOPE.LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF EXISTING MATERIALS,ELEMENTS, EQUIPMENT, OR FIXTURES USING NEW MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES THAT SERVE THESAME PURPOSE.503.2 APPLICATION.LEVEL 1 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7.301.1.2 WORK AREA COMPLIANCE METHOD.REPAIRS, ALTERATIONS, ADDITIONS, CHANGES IN OCCUPANCY AND RELOCATED BUILDINGS COMPLYING WITH THEAPPLICABLE REQUIREMENTS OF CHAPTERS 5 THROUGH 13 OF THIS CODE SHALL BE CONSIDERED IN COMPLIANCE WITHTHE PROVISIONS OF THIS CODE.
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AWARD ENGINEERING, INC.
7804 N FLORIDA AVE
TAMPA, FL 33604
TEL: (813) 238-4393
FAX: (813) 237-3909
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CLIENT:
JAY SILVER
HELICON FOUNDATION REPAIR
SYSTEMS
11103 N 46TH STREET - BLDG B
TAMPA, FL 33617
PROJECT:
PARTIAL-FOUNDATION STABILIZATION
WILSON RESIDENCE
4911 BALD CYPRESS TRL
FORT PIERCE, FL 34951
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ASSEMBLY INCLUDESSEAT-6"X8"X1/2X12"L ANGLE IRONTOP PLATE-6"X3/4X7"L SP-PLANE NO HOLE PP-BORE+THREADED FOR GROUTBRACKET PLATE 7"X3/4X9"LBRACKET TUBE 4"SCH 120 SRL BPE CUT TO 9"LGUSSET-8"X1/2"X10 3/4"LCUT DIAGONALLY FOR 2 GUSSETSGUIDE SLEEVE 3"SCH 40BPE CUT TO 50"LWELD ON RETAINING RING 3 1/2 SCH 40BPE 5/6"LSTARTER- 2 1/2" SCH 40 BPE CUT TO48"WELD ON SOIL PLUGALL THREAD AND NUTS =(2PCS)1"X8"X6"L-ALL THREADGRADE 5
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