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<br />24 WO" THICK CONCRETE PAD FOOTING /
<br />�1314 BOTTO41 EACH WAYTY 44'-0
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<br />1, CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR
<br />TO FABRICA TION & CONSTRUCTION
<br />2 DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND
<br />ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
<br />3 BOTTOM OF ALL NEW FOOTINGS SHALL BE 18 i�IN., BELOW
<br />LOWEST ADJACENT GRADE UNLESS NOTED OTHERWISE.
<br />4. TOP OF FOOTING SHALL BE 6" MINIMUM BELOW TOP OF
<br />FINISH FLOOR, TYPICAL, U.NO.
<br />5 CENTER INTERIOR FOOTINGS ON k�ALLS OR COLUMNS.
<br />6, TYPICAL SLAB -ON -GRADE SHALL BE 4" THICK CONCRETE
<br />fc-2500 PSI MINIMUM, WITH WWF 6X6-W21X2 /,
<br />7 PROVIDE CONSTRUCTIION/CONTROL JOINTS IN 4" THICK
<br />SLAB -ON -GRADE TO DIVIDE SLAB INTO RECTANGULAR AREA
<br />OF 225 SQUARE FEET OR I. AREA SHALL HAVE MINIMUM
<br />ASPECT RA TION OF 2, 5:1 AND HA VE NO ACUTE RE-ENTRANT
<br />ANGLES.
<br />8 ALL WOOD IN CONTACT WITH WEA771ER-EXPOSED
<br />CONCRETE OR WITHIN WEATHER -EXPOSED CONCRETE OR
<br />WITHIN 6" OF FINISHED GRADED SHALL BE PRESSURE TREATED
<br />9, SEE FOOTINGS SCHEDULE ON SHEET S2
<br />ISMS SL. SOS SSSV SCHzSL SL S
<br />Ovg1 _/�
<br />941510E
<br />SPEC/,_'
<br />CONNECTION
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<br />BEAtL1
<br />1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARLING
<br />CONSTRUCTION IF DISCREPANCIES EXIST PLEASE CONTACT ARCHIT—TOT OR
<br />OWNER/CONTRACTOR.
<br />2. ALL FOOD IN CONTACT Wl1H CONCRETE, MASONRY, EARTIf OR EXPOSED TO
<br />WEATHER SHALL BE PRESSURE TREATED.
<br />3 VERIFY ALL DIMENSIONS AND FIELD MOMS
<br />4, PROVIDE TEMPORARY BRACING AS REQUIRED UNITL ALL PERMANENT
<br />CONi L-06NS AND SAM-NINGS HAVE BEEN INSTALLED,
<br />5, METAL FRAMING CONNECTORS SPECIFIED ARE MANUFACTURED BY THE SIMPSON
<br />COMPANY. SEE LATEST CATALOG EDITION INSTALL PER SPECS USE ONLY
<br />EQUIVALENT SUBSPIUMNS.
<br />6. ALL PETAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERIAL SHALL
<br />BE 'ZOX" (0185 HDG PER ASTM A653) OR EQUIVALENT AND FASTENERS SHALL
<br />BE PER AS* A153
<br />LEGEND
<br />ST48 INDICATES HOLD—DOWN SEE SHEET S--1
<br />2-2X
<br />PROVIDE 14'X7" FOUNDATON RENTS WITH 114" CORROSION RESISTANT WIRE MESH
<br />FOUNDATION VENT CAL CULATION:
<br />TOTAL CRAWL SPACE AREA: 1460 Sf,
<br />VENT AREA REQ. D;1460 SF.1150=R 5 SF
<br />(ASSUME ,51 SF NET VENT AREA PER VENT)
<br />NO VENTS REQ. D.; 9,73 SF f.51=190 NTS
<br />INSTALL F0 VENTS 1N RIM JOISTS WHEREVER
<br />POSSIBLE. INSTALL AT LEAST ONE VENT OTH1N THREE FEET OF EACH BUILDING
<br />CORNER IF PRACTICAL
<br />�r ira WELT ENGINEERING DESIGN, PLLC
<br />Structural Review
<br />This review is for general conformance to the
<br />' structural design criteria, reel lined mark -taps,
<br /><,Q concept and contract documents,
<br />By Job#: 0 40-4;7 Date 4164M
<br />E XPIRES; 07-07_22I
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