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NATIONAL BUREAU OF STANDARDS REPORT

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SIDE ELEVATION

3

PLAN

PANELS PLACED WITH LONGITUDINAL

RIB SIDES IN CLOSE CONTACT

I7'”I0"

ARRANGEMENT OF PANELS

SECTION I SECTION 2-2 SECTION 3-3

CEMENT FACTOR

MAXIMUM SIZE AGGREGATE

NOTES

7BAGS/CU.YD. INTERMEDIATE GRADE REINFORCING 24,000 PSI

I

IN. WIRE MESH 30,000 PSI

FIG. I CONSTRUCTION DETAILS OF PRECAST ROOF PANELS

3

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