Page 12 - scvhs_mitchelladobereconstructionplans

GENERAL N O T E S
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GENERAL REQUIREMENTS

WORK PERFORMED SHALL CONFORM TO THE RE UIREMENTS OF THESE
GENERAL OTES, UN ~~ BUILDI G CODE (198
EDITION), AND ALL APPLICABLE LOCAL AND STATE CODES,
ORDINANCES, RULES, AND REGULATIONS GOVERNING THE WORK TO BE
PERFORMED.

ON SITE VERIFICATIONS OF ALL DIMENSIONS AND CONDITIONS SHALL'
BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTED DIMENSIONS
TAKE PRECEDENCE OVER SCALE. REPORT ALL DISCREPANCIES IN
WRITING TO THE ENGINEER FOR CLARIFICATION.

NO DEVIATIONS FROM STRUCTURAL DETAILS ON ENGINEERED PLANS
WITHOUT WRITTE APPROVAL OF THE ENGINEER.

THE CONTRACT DRAWINGS AD SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE BUILDER SHALL
SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY
RESFONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNI UES,
SEQUENCES AND PROCEDURES. ANY OBSERVATION VISITS TO THE
SITE BY ANY REPRESENTATIVE OF HALE & ASSOCIATES, INC. SHALL
NOT RELIEVE THE BUILDER FROM HIS RESPONSIBILITY AND DO NOT
GUARANTEE BUILDERS PERFORMANCE, AD SHALL NOT BE CONSTRUED
AS SUPERVISION OF CONSTRUCTION.
CONTRACTOR SHALL PROVIDE OPENINGS AND SUPORTS FOR MECHAMICAL
EQUIPMENT, DUCTS, PIPI G, VENTS, ETC.

SITE WORK I
I-

ALL FOOTINGS SHALL REST ON FIRM, NATURAL SOIL OR APPROVED
COMPACTED FILL. SOIL BEARING CAPACITY ASSUMED TO BE 1000
ps .....

PROVIDE GROUND POISO I G PER FHA MPS 815-3.6.

PROVIDE TERMITE . AND DECAY PROTECTIO PER FHA MPS SECTIO
815.

CO Cf'.E:TE

CONCRETE SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 26 OF
TH E BU I L DI NG COD E . I T I S TO BE MACH I N E M I X ED \'\ I TH A MAX I MUM
OF 7 1/2 GALLONS OF WATER PER SACK OF CEME T. CONCRETE TO
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