5UILCING. TIMS '
<br /> 1660 DIXON AIRLINE ROAD.
<br /> AI JGU5TA, GA 36106
<br /> CITY OF ZEpHl'RNIL STIR ANCH Ord INC. PLANS
<br /> PLAN'
<br /> FOR THE
<br /> STATE OF FLORIDA
<br /> GENERAL NOTES_
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.
<br /> SHEET INDEX_. ,
<br /> 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL AND STRUCTURAL DETAILS AND DIMENSIONS,ANY
<br /> DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED TO,THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. SHEET
<br /> 3. THE CONTRACTOR SHALL BE'RE5PONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS SHEET TITLE
<br /> COMPONENT t?ARTS DURING CONSTRUCTION.'
<br /> : .NUMBER .- R-fir ...._v...:::..: :.. .
<br /> 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2014 FLORIDA BUILDING CODE.THE WORK OF ALL CONTRACTORS SHALL
<br /> COMPLY WITH THE REQUIREMENTS SET FORTH IN THE'AFOREMENTIONED CODE.NO DEVIATIONS FROM THE WORK.SHOWN OR REASONABLY A-t " .I^lIND Lf1AD'CHARTS EXP.'13" ! 1
<br /> IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS WRITTEN GON5ENT-A COPY OF'McH WILL BE FILED WITH THE GONSTRUGTION
<br /> OFFICIAL.
<br /> 5, ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE,WITI"T WRITTEN CONSENT FROM'THE ENGINEER., A-2 WIND LOAD CHARTS EXP.
<br /> 6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL:NOT:BE'USEP*#THOUT H15,CON5ENT.'DRAWINGS SHALL NOT BE U5EDI. . ;' A-3 WIND MAP t LOADING DIAGRAM
<br /> FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND,SEALED BY THE ENGINEER
<br /> h. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS,DAMAGES,LOSSE5 A-4, GROUND ANCHOR SCHEDULE.,
<br /> AND EXFENSE5 INCLUDING;LEGAL"FEES ARISING OUT OF OR RESU.TING`FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE'WORK
<br /> BY THE CONTRACTOR. THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS AND EXTENT OF THE WORK A5 THE WORK PROGRE55E5,THE 4-5.. . .BUCKLE.ANCHORING CHARTS EXP.8,
<br /> OWNER AND THE CONTRACTOR,AT NO EXTRA C4915,SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. A-6 BUCKLE ANCHORING CHARTS EXP.-'G'
<br /> 0. DO NOT 50ALE DRAWIN65,ALL WRITTEN DIMENSIONS GOVERN,
<br /> q. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT.THE A-1 BUCKLE ANCHORING,DETAILS
<br /> CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS,TOOLS,EQUIPMENT,LABOR MACHINERY,TRANSPORTATION,HEAT,WATER, A-8 AVTRM-b ANCHORING CHARTS EW.W
<br /> UTILITIES,AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK.
<br /> THE,ENGINEER SHALL BE THE INTERPRETER OF 7HE CONTRACT DOCUMENTS. A-q AVTRM76 ANCHORING CHARTS EXP.'C'
<br /> 10, THE DOCUMENTS SHOW ARE-AN OVERVIEW OF THE WORK REQUIRED UNDER THIS CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS 2 A-IO .•_ AVTRM-6 ANCHORING DETAit;S,
<br /> THAT WILL IMPACT THE PROJECT.ALL DRAFUN55 ARE COMPLIMENTARY.THE DRAWINGS GENERALLY SHOW THE INTENT OF.7HE OVERALL
<br /> COMPLEXITY AND CONCEPTS OF THE PROJECT,AND DO NOT NECESSARILY SHOW ALL DETAILS AND CONDITIONS.ALL NEW INTERIOR A-11.. „ :AVt12X ANCHORING"CHARTS EXP."B', .
<br /> CONCRETE SLABS AND FOUNDATION WALLS.AND"FOOTINGS SHALL HAVE SOIL P0156NINO UNDER NEW WORK AND SHALL BE INSTALLED BY A
<br /> LICENSED CONTRAGTOR.`IN N0 INSTANCE SHALL FILL MATERIAL AND NATURAL SU•BORADE MATERIAL UPON WHICH FOUNDATIONS A IOR A-12 W,. .... AVTRX.WHORIN&CHARTS ..".G'•..
<br /> SLA59 ON GRADE ARE TO BE SUPFORTED BE COMPACTED TO A CRITERIA LESS THAN qA OF MODIFIED PROCTOR MAXIMUM DENSITY,, A-13 AV7RX ANGHOt21NG DETAILS'
<br /> UNLESS SPEGIFIGALLY.DIREGTED TO DO SO IN WRITING-BY A:PROJEGT GEOITGHNICAL ENGINEER
<br /> 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS,EASEMENTS,-AND ANY DEED , A-14 OPTIONAL PAD,DETAILS ;
<br /> RES ONS.
<br /> 12. THEa 70R SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND 5HALL INCLUDE THE SITE,AND THE BUILDING. THE ENTIRE
<br /> PROS IzEFt IN A NEW,.GLEAN CONDITION. I
<br /> :•j N®THE L S4Zo!��✓�[p �°/OD� - +,� cur "j 1
<br /> .... ; .
<br /> .: • REV BY DATE
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