Deferred



Maintenance



Repair

Program



DMRP Program

Approved DOI-IOA

ABC Initiative Work



Plan



GENERAL NOTES

A. GENERAL :



1. ALL CONSTRUCTION SHALL CONFORM TO THE 2018

INTERNATIONAL BUILDING CODE (IBC)

Standard by International Code Council 2017



2. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL CONDITIONS,

ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE

OWNER’S REPRESENTATIVE(S) SHALL BE NOTIFIED



IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.



3. THE CONTRACTOR SHALL INFORM THE OWNER’S REPRESENTATIVE IN WRITING



OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN



THE SCOPE OF WORK SHEET OR OF ANY VARIATIONS NEEDED IN ORDER TO

CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH

INFORMATION, THE OWNER’S REPRESENTATIVE WILL SEND WRITTEN INSTRUCTIONS TO

ALL CONCERNED, AND WORK SHALL BE PERFORMED IN A MANNER AS



DIRECTED BY THE OWNER’S REPRESENTATIVE. ANY SUCH DISCREPANCY, OMISSION, OR

VARIATION NOT REPORTED, SHALL BE THE RESPONSIBILITY OF THE



CONTRACTOR.



4. THE CONTRACT DOCUMENTS REPRESENT THE FINISH CURB WALLS & SLAB.

THEY DO NOT INDICATE METHOD OF CONSTRUCTION.



5. THE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASES

UNLESS SPECIFIC DETAILS OCCUR ELSEWHERE. WHERE NO DETAIL IS

SHOWN, CONSTRUCTION SHALL BE AS FOR SIMILAR WORK.



6. REQUIRED INSPECTIONS BY VIRGIN ISLANDS DEPARTMENT OF

PLANNING AND NATURAL RESOURCES (BUILDING DEPARTMENT):



a. FOUNDATIONS

b. CONCRETE



B. CONCRETE:



1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN

CONCRETE INSTITUTE (ACI) — BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE (ACI 318— LATEST REVSION).



2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

AFTER 28 DAYS EQUAL TO OR GREATER THAN 3,000 PSI.



3. CONTINUOUS INSPECTION REQUIRED FOR ALL CONCRETE.

INSPECTION BY BUILDING INSPECTOR REQUIRED FOR PLACEMENT OF

REINFORCING STEEL PRIOR TO PLACING CONCRETE. CONTINUOUS

INSPECTION IS NOT REQUIRED DURING PLACING CONCRETE OF THE

REINFORCING.



4, ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) UNLESS

NOTED AS LIGHTWEIGHT CONCRETE.



5. PORTLAND CEMENT: ASTM C150, TYPE | OR TYPE Il, LOW ALKALI.



6. CONCRETE AGGEGATE SHALL CONFORM TO ASTM C33 WTH THE

FOLLOWING NOMINAL LIMITATIONS:



a. FOOTINGS AND SLABS ON GRADE, 1 TO 1-1/4 INCH MAXIMUN.

b. WALLS AND STRUCTURAL SLABS, 3/4 INCH MAXIMUN.



7. CONCRETE STRENGTH MIX DESIGN SHALL BE DOCUMENTED BY NEW

OR EXISTING TEST REPORTS FORM APPROVED LICENSED TESTING

LABORATORIES PRIOR TO BATCHING.



C. REINFORCING STEEL FOR CONCRETE:



7. REINFORCING BARS: ASTM A615, GRADE 60. ALL REINFORCING

STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706,

UNLESS OTHERWISE NOTED ON PLANS.



2. WELDED WIRE FABRIC: ASTM A185.



3. WELDING ELECTRODES: AWS D1.4, CLASS E90, LOW HYDROGEN.

4. MINIMUM SPLICE LENGTHS, UNLESS DETAILED OTHERWISE:



a. CONCRETE SEE SCHEDULE ON DRAWING.



b. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF

12 INCHES.



5. MINIMUM CLEARANCE BETWEEN REINFORCING AND FACE OF

CONCRETE SHALL BE AS FOLLOWS (UNLESS SHOWN OTHERWISE):



CONCRETE BELOW GRADE (CAST AGAINST SOIL) = 3”

CONCRETE BELOW GRADE (FORMED) = 2”

CONCRETE WALLS EXPOSED TO WEATHER = 1-1/2”



CONCRETE SLAB (STRUCTURAL) = 3/4”



aoa



6. ALL REINFORCING SHALL BE ACCURATELY PLACED AND ADEQUATELY

SUPPORTED BEFORE CONCRETE IS PLACED AND SHALL BE SECURED

AGAINST DISPLACEMENT WITHIN PERMITTED TOLERANCE, CLEARANCE



FOR REBAR SHALL BE SHOWN IN DETAIL OR CALLED IN NOTES.

TOLERANCE SHALL BE AS PER ACI 318.



7. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN



THE CONCRETE MEMBERS BEFORE PLACING CONCRETE. DO NOT CUT ANY

REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT

PERMITTED EXCEPT WHERE SHOWN ON DRAWINGS OR APPROVED BY



THE STRUCTURAL ENGINEER.



D. NON-—SHRINK GROUT OR DRYPACK:



1. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED

NON-METALLIC FORMULA.



2. MINIMUM FORMULA REQUIREMENTS.



NO SHRINKAGE AFTER PLACEMENT.



NO EXPANSION AFTER SET (ASTM C-827).



INITIAL SET UP TIME NOT LESS THAN 45 MINUTES (ASTM C—1911).

ONE DAY COMPRESSIVE STRENGTH = 3000 PSI (ASTM C-—109).

fc AT 28 DAYS = 5000 PSI.



eAanoaag



REMARKS



REVISIONS



DATE



NO.



Proposed IEKHS-JROTC Drill Training Site

IVANNA EUDORA KEAN HIGH SCHOOL

Parcel No. 1&2 Nazareth, St. Thomas, USVI



DRAWN BY:



CHECKED BY:



APPROVED BY:



CONTRACT NO.:



PROJECT NO.:



DATE:



SHEET NO.:

A3



SHEET NO. OF



SHEETS