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<br />2 TYP 3 TYP
<br />S3.21 S3.21
<br />1 Bldq Type XVIII - Foundation Plan
<br />Bldg Symetrical About CLs Except as Dimensioned
<br />1 /2"=1'-0"
<br />1 /8"=1'-0"
<br />■ SHEET NOTES
<br />A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION
<br />NOTES
<br />B REFER TO SHEET S3.01 FOR FOOTING DETAILS
<br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF
<br />CONCRETE SIDEWALK
<br />D REFER TO FRAMING PLANS FOR HOLDDOWN AND
<br />SHEARWALL LOCATIONS FOR EMBED ANCHOR BOLTS
<br />OR EPDXY BOLTS PER DETAILS TO LINE UP WITH
<br />FLOORS ABOVE, TYP
<br />KEY NOTES
<br />01 CONCRETE SLAB: 4" THICK MIN. POST TENSIONED
<br />SLAB ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER
<br />TERMITE TREATED, WELL COMPACTED SOIL
<br />02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE
<br />LOCATIONS ARE INDICATED. REFER TO FLOOR PLANS
<br />AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL
<br />EQUIPMENT REQUIREMENTS
<br />03 PSL POST, REFER TO FLOOR & ROOF FRAMING PLANS
<br />FOR POST SIZES
<br />04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0"
<br />LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.)
<br />05 CONTRACTOR TO VERIFY ALL CONDENSER PAD
<br />LOCATIONS WITH SITE CONDITION. MAINTAIN THE
<br />FOLLOWING:
<br />-18" MIN. FROM BLANK WALL
<br />- 36" MIN. FROM FACE OF ELECTRICAL PANEL
<br />- 36" MIN. FROM WINDOW
<br />LEGEND
<br />EDGE OF FOOTING BELOW
<br />EDGE OF SLAB
<br />NO STEP
<br />757� INT LOAD BRG WALLS
<br />CJ CONTROL JOINT
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<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCHITECTURE I INTERIOR DESIGN
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<br />0 745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />E phone: 407.830.1400
<br />06 fax: 407.830.4143
<br />AA0002731
<br />u www.forumarchitecture.com
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