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THE DESIGN OF THIS STRUCTURE IS BASED ON LIMITED FIELD OBSERVATIONS OF
EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS
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AND CONDITIONS OF EXISTING STRUCTURE, SITE AND UTILITIES THAT ARE
AND $3®12.O/C LIMITED T0, MEMBEAFFECTED BY NEW WORK.SIZES, LEVRARONS, COCTOR IFICATION NNEECTIONS, MATERIALS
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TINUOUS CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ANY DISCREPANCIES OR
CONFLICTS, PRIOR TO PROCEEDING WITH FABRICATION OR CONSTRUCTION.
CONCRETE SHALL BE 3000 PSI. REINFORCING STEEL SHALL BE ASTM A615, GRADE
1 60, WELDED WIRE FABRIC SHALL BE ASTM A185. PROVIDE TERMITE TREATMENT OF
SOIL BELOW SLABS. W
S1 DIMENSION LUMBER SHALL BE NO. 2 SOUTHERN YELLOW PINE, PRESSURE TREATED
IN ACCORDANCE WITH AWPA RECOMMENDATIONS FOR CATEGORY OF USE AND
SERVICE CONDITIONS. pp//
WOOD ANCHOR BOLTS SHALL BE ASTM'A-307; LAG SCREWS AND WOOD SCREWS
SHALL CONFORM TO ANSI/ASME STANDARD 878.2.1-1981; AND COMMON WIRE
NAILS alt SPIKES SHALL CONFORM TO ASTM F1667
MECHANICAL HEAVY-DUTY SCREW TYPE ANCHORS.(3/8"DIA. OR GREATER) SHALL
BE RED HEAD LOT(LARGE DIAMETER TAPCON), POWERS WEDGE-BOLT, OR SIMPSON WM
TITEN HD. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S bid
WRITTEN INSTRUCTIONS.INCLUDING-SPECIFIC DRILL BIT TYPE AND DIAMETER. Q
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