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<br /> (E) FOUNDATION PLAN NOTES: �� � � W
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<br /> 1. SEE SHEET S001 AND S300 FOR:
<br /> A. GENERAL STRUCTURAL NOTES.
<br /> B. TYPICAL EXCAVATION ADJACENT TO FOOTING.
<br /> C. TYPICAL SLAB JOINT DETAILS
<br /> 2. C.J. - DENOTES CONTROL JOINT.
<br /> 3. DIMENSIONS AND ELEVATIONS FOR REFERENCE
<br /> ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH
<br /> ARCHITECTURAL DF�r1WINGS PRIOR TO CONSTRUCTION.
<br /> ANY DISCREPINCIES SHALL BE BROUGHT TO THE
<br /> IMMEDIATE ATTENTION OF THE ARCHITECT. SEE
<br /> ARCHITECTAL DRAWINGS FOR ALL DIMENSIONS, SLAB
<br /> � SLOPES AND DEPRESSIONS NOT NOTED.
<br /> ENLARGED PARTIAL E FpUNDATION PLAN � �
<br /> 1 4. ALL SLABS ON GRADE ARE TO BE JOINTED AT �
<br /> SCALE=1l4"=1'-0" NO MORE THAN 12'-0" EACH EACH WAY USING JOINTS �
<br /> AS PER DETAIL 4/S300. IN ADDITION NO SECTION OF �
<br /> CONCRETE SHALL HAVE A ASPECT RATION OF Y
<br /> GREATER THAN 1 1/2:1. PROVIDE (2)#4 x 4'-0"
<br /> MID-HEIGHT SLAB BARS ADJACENT TO ALL
<br /> DISCONTINUOUS JOINT LOCATIONS. ALL COLUMN date: I/5/IS
<br /> ISOLATION JOINT CORNERS ARE TO BE WTERSECTED
<br /> BY A SLAB JOINT OR REINFORCED WITH SLAB BARS issued for:
<br /> PER ABOVE. SUBMIT COMPLETE JOINT LAYOUT PLAN
<br /> TO THE ARCHITECT FOR PRI�R REVIEW. PERMIT SUBMITT�L
<br /> 5. PROVIDE SLAB SHOP DRAWINGS AND SHOW
<br /> CONSTRUCTION JOINT AND SAWED JOINT LAYOUT revision no.: date:
<br /> � FOR REVIEW PRIOR TO CONCRETE PLACEMENT.
<br /> 6O DENOTES RE-ENTRANT CORNER REINFORCING
<br /> SEE DETAIL 13/S300 _ _
<br /> "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED job no.: 17-034
<br /> FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS"
<br /> 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED sheet title:
<br /> BUILDING BACKGROUNDS IN CAD FORMAT. (�) �OUNDATION PL,4N
<br /> 2. FIELD INVESTIGATION ON APRIL 12, 2017 BY A.V. SCHWAN&
<br /> ASSOCIATES.
<br /> sheet no.:
<br /> THE INTENT OF THESE DRAWINGS IS TO SHOW,TO THE BEST OF
<br /> OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE
<br /> EXISTING PROBABLE CONDITIONS OF THE"STRUCTURE"WHICH � � � �
<br /> EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL
<br /> STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER
<br /> INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY
<br /> AS IT EXISTS.
<br />
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