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EXHIBIT #1 ' f <br /> FIGURE I <br /> _ - -_... .._. ..._, _ __ . Blocking (single tierod) <br /> -+ r (All corners must be doubled tiered and <br /> Maximum -- blocks interlocked, if more than three(3) <br /> 401° -�- ._ blocks high) <br /> -Beam Frame <br /> ood shims <br /> i ` � Cap- Pressure treated 2i1 x 8" x 16" or <br /> ( <br /> equivalent <br /> v ___ _ Solid or celled <br /> Concrete blocks <br /> Footer-l6" x 16" x 4" Solid or equivalent <br /> FIGURE II <br /> ,.` L Flocking (double tiered & blocks inter- <br /> I „r locked) . <br /> Maximum 11:::::.====-J'-4___ -I-Beam Frame <br /> 800° ' Wood shims <br /> tion) Pressure treated wood plate <br /> - Cap- 16" x 16" x 4S1 Solid block or equivalent <br /> Solid or celled ' <br /> I - • " , Concrete block <br /> Footer or pier foundation <br /> ` 16" x 16" x 4" solid block or equivalent <br /> v <br /> FIGURE III �. <br /> Lam_ _LBlocking (double tiered-blocks interlocked <br /> concrete filled) <br /> _ I Beam Frame <br /> A s j••:•.. I Wood shims <br /> . (Option) Pressure treated wood plate <br /> i. Cap 16" ,x 16" x 4" Solid blocli. or equivalent <br /> Maximum ,', <br /> 80" ���' 3/8" Steel reinforcement rods <br /> I �� Celled concrete block <br /> ":7----4.---,-1. All cells filled with 2500 P,S,I. concrete <br /> 1. , <br /> - .4 Footer or pier foundation • <br /> I . _ <br /> B-locking (solid pier) <br /> I-Beam Frame <br /> FIGURE IV Wood shims <br /> (Option) Pressure treated wood plate <br /> Maximum " x10" (minimum) pier' top <br /> 24' . <br /> t `I 'ier <br /> Footer or pier foundation <br /> 16" x 16" x 4" solid block or equivalent <br /> •. : /.� <br /> I- <br /> r . 1 <br /> I - :- :-. - - I <br /> NI <br /> /map <br />