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BASE RAIL ANCHORAGE OPTIONS
THESE PLANS AND A'Ll PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED DY I±IELD INSPECTORS THAT
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r'�, CONCRETE MONO. SLAB BASE RAIL ANCHORAGE
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TERMITE TREATMENT REQUIRED
B� ONCRETEcSLAB `BASE RAIL ANCHORAGE
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GROUND BASE RAIL ANCHORAGE
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DATE � �
PLANS AND PEFC yPff BE KEPT 01i JOB
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BECHTOL ENGINEERING
- AND TESTING, inc. J&B BUILDING SERVICES, INC.
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JP 03-07-16 '"'. IN:— G i 6G03
RR "' = TB NOTED SHEET 4 OF 11
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INSTALL 1/2" X 6" EXPANSI,ON
ANCHOR THROUGHT BASE RAIL
WITHIN 677 OF EACH RAFTER
POST ALONG SIDES
MONOLITHIC CONC. FOOTING ( 2500 PSI MIN.)
REINFORCED WITH 2#5YS CONTINUOUS
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