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<br /> 100 DOUGLAS ST. VALDOSTA, GA 31,601
<br /> o uj 132 CENTRAL INDUSTRIAL ROW, PURVIS, MS 39475
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<br /> 1398 HWY 95 NORTH, BASTROP, TX 78602
<br /> 0 TIEDOWN PLANS
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<br /> ip lu Lu Luow STATE OF
<br /> S d —1 z FLORIDA
<br /> GENERAL IAL N >
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<br /> 1. THE CO RESPONSIELU;j�EYING AL EXISTING CONDITIONS.
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<br /> 2. Tl_,:E CCC 4AfE RESPONSIP ATNG ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND
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<br /> ELECT j I FA IMENSIONS.A91 R NCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED iw
<br /> TO TH 0 PROCEEDING WITH THE WORK. Sheet Index
<br /> 3, THE C BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE 0
<br /> BUILDIINA I NfENT PARTS DURINGCONSTRUCTION, SHEET NUMBER SHEET TITLE
<br /> 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 6TH EDITION,2017 FLORIDA BUILDING CODE.THE WORK OF
<br /> ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH ll�WITHOUT
<br /> CODE NO DEVIATIONS TIEDOWN GENERAL
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<br /> FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN THOUT THE-ENGINILERS WRITTEN CONSENT- F-1 NOTES
<br /> A COPY OF WHICH WILL BE FILED WITH THE CONSTRUCTION OFFICIAL. TIEDOWN SCHEDULE FOR
<br /> 5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE F-2 EXPOSURE
<br /> ENGINEER. o.
<br /> 6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT.DRAWINGS F-3 TIEDOWN SCHEDULE FOR
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<br /> EXPOSURE C',
<br /> SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER,
<br /> 7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEERIOROM'ANIJ'AGAINST ALL LIABILITY CLAIMS, F4 GROUND
<br /> DAMAGES,LOSSES,AND EXPENSES INCLUDING LEGAL FEES ARISING;OUT OF,OR;RESULTING FROM ERRORS OR OMISSIONS IN ANCHOR SCHEDULE 'o
<br /> THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.THE DRAWINGS�SHOW,THE.GENERALARRANGEMENTS AND EXTENT
<br /> OF THE WORK AS THE WORK PROGRESSES,THE OWNER AND THE CONTRACTbR,,-AT NO EXTRA'COSTS,SHALL MAKE THE F-5 TIEDOWN SECTIONS
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<br /> NS TO MAKE THE PARTS ALIGN.MODIFICATIONS I( OPTIONAL m
<br /> 8. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE F-6
<br /> PAD DETAILS w
<br /> NATIONAL BOARD OF FIRE UNDERWRITERS.CONTRACTORS SHALL CHECK AND,VERIFYALL PLAN DIMENSIONS AND
<br /> CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR
<br /> CORRECTION PRIOR TO BEGINNING ANY WORK.THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL Engineer:Kent Bice
<br /> BE EVIDENCE OF FAULTY WORK.AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DO NOT SCALE DRAWINGS.ALL FL License M,50421
<br /> WRITTEN DIMENSIONS GOVERN. COA#30468
<br /> 9. THE M CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL .
<br /> PROJECT.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATENIAL&TOOLS"EQUIP
<br /> MENT,LABOR,MACHINERY,
<br /> TRANSPORTATION,HEAT,WATER,UTILITIES,AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND
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<br /> PROPER EXECUTION AND COMPLETION OF THE WORK.
<br /> 10. THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS,CONTRACTAND RELATED REQUIREMENTS AND No 60421 Or% 'z
<br /> CONDITIONS THAT WILL IMPACT THE PROJECT.ALL DRAWINGS ARE+COMPLIMgN-fARil"T'HE,DRAWNGS GENERALLY SHOW THE
<br /> INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE P z.,R,OJECT,AND�DO NOT NECESSARILY SHOW ALL DETAILS AND
<br /> CONDITIONS.ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS,ANPFOOTINGS-SHALL HAVE SOIL POISONING STATE OF ".AU
<br /> UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRAC A
<br /> 11, ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATEAND DEPARTMENT OF AGRICULTURE,STRUCTURAL PEST .......
<br /> CONTROL DIVISION REGULATIONS,RULES DEFINITIONS AND REQUIREMENTS. !cc:
<br /> 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING-ALL EXISTING SETBACKS,EASEMENTS,AND
<br /> ANY DEED RESTRICTIONS.
<br /> .13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE,AND THE BUILDING.THE 04112t1B
<br /> ENTIRE PROJECT SHALL BE LEFT IN A NEW,CLEAN CONDITION.
<br /> 14. TIEDOWNS SHOWN INCLUDING STRAP AND ANCHOR,AND BEARING PADS ARE BASED ON AN ALLOWABLE BEARING PRESSURE
<br /> OF 2500 PSF.ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHTTO THE ATTENTION•Of THE ENGINEER. 1552 6TH ST.,WINTER-HAVEN,FL 33880 ti
<br /> 15. THE CONTRACTOR IS RECOMMENDED TO USE A SOIL TEST PROBE TO DETERMINETHE SOIL CLASS.WHERE SUCH TESTIN&IS (863)865,6502
<br /> NOT CONDUCTED,IT IS RECOMMENDED TO USE A 60"GALVANIZED ANCHOR WITH STABILIZER PLATE.
<br /> 16. CONCRETE PADS UNDER SKIDS ARE OPTIONAL AND SHALL BE LOCATED ON UNDISTURBED SOIL OR PROPERLY COMPACTED SHEET:
<br /> FILL MATERIAL.COMPACTED SOIL SHALL BE TESTED TO A MINIMUM OF 95%PROCTOR IN ACCORDANCE WITH ASTM D1557.FILL GENERAL NOTES
<br /> MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. rr, 1
<br /> 17. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.PROVISIONS SHALL BE MADE TO PREVENT DATE: 04MOIll 8 FA
<br /> SOIL EROSION UNDER THE PAD AND DIRECT WATER AWAY FROM IT.
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<br /> SCALE:E:AS NOSED CHECKED C.ECK.D BY:K..j SHEET 1 OF 6
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