38461 CR 54 EAST - Laserfiche WebLink

Browse Search

PERIMETER FOUNDATION SEE SECTIONAL DETAIL 1 /2' x 3 3/4' WEDGE ANCHORS TWO PIER EXTERIOR COLUMN Iv NOUN ATION LAN ... SCALE] 118' 1. 1' -0' UI LIDINCz5 "I 8 2" a y , li HOt PERIMETER FOUNDATION OE5 SECTIONAL DETAIL 1/2'x 3 314' WEDGE ANCHORS TWO PER EXTERIOR COLUMN ALL FOUNDATION CONCRETE, INCLUDING SLAB —ON— GRADE, SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL m N cn Q, m LL 0 ., 4' CONCRETE FLOOR 6LA133 W/ 6 x 6 W1.4 x WIA WJW.M. PLACED ON 6 MIL POLYETHYLENE VAPOR 93ARRII =R ... NOT5s 8AW CUT CONTROL JOINT$ IN 61-A13 $Uk"FACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUT$ Z' -6' MINIMUM FRO INTERIOR COLUMN LIN ES 61&'x 6' WEDGE ANCHOR 1' - 6' x 1' - 6' x 10' DEEP ONE PER INTERIOR COLUMN `INTERIOR COLUMN FOOTING r 'i L J L J L J L J L J r i — ��- I — I ♦ I — 1++-- — —f+ — L J L J L t J L J L J r r i r. r r L J L J L J L J L J % .. /, % % o • • l0' -3' OUT TO OUT OF 8LA0 F=OUNDATION WALEs 1/8' a 1' - 0' LAN ... E3UILDIN C Q i 8 �O ti C e a N r e INTERIOR t EXTERIOR COLUMNS Is e 1 1 0 9 1 In ., N O cn 1 0 m `E EXTERIOR COLUMNS V INTERIOR COLUMNS INTERIOR i EXTERIOR COLUMNS 5 4 4 AUG 19 2003 NOtE: WEDGE ANCHORS ARE PROVIDED 13Y aETCO. EDDED ANCHOR EOLTS IN 8LA13 ARE NOT REQUIRED 13Y OUY1 =R FOUNDATION NOTES ALL FOOTINGS SHALL BEAR COMPACTED STRUCTURAL FILL CAPABLE OF SUPPORTING A SAFE DESIGN BEARING PRESSURE OF 3,000 PSF. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A.S.T.M. A616 GRADE 60 (Fy- 60,000 PSI). ALL ANCHOR BOLTS SHALL BE SIZED AS NOTED AND EQUIVALENT TO A. S. T. M. A307. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318-99). EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES, AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PERIMETER FOUNDATION MUST NOT EXCEED 1/4" ELEVATION VARIATION ALONG ANY 60' DISTANCE OF BUILDING LENGTH. PERIMETER FOUNDATION TO EXTEND BELOW FROST LINK VERIFY REQUIRED DEPTH WITH LOCAL BUILDING OFFICIALS PRIOR TO PROCEEDING WITH FOUNDATION WORK THE AMERICAN CONCRETE INSTITUTE DOES NOT RECOGNIZE FIBERMESH AS A SUBSTITUTE FOR WIRE MESH REINFORCED CONCRETE WHEN SUBJECTED TO TENSILE STRESS SAW CUT CONTROL JOINTS IN SLAB SURFACE AT APPROXIMATELY 10' - 0" INTERVALS . . . OFFSET CUTS 2' -6" MINIMUM FROM INTERIOR COLUMN LINES. k , b 4' CONCRETE FLOOR SLAPS W/ 6 x 6 WL4 x WIA W1W,M. PLACED ON 6 MIL POLYETHYLENE VAPOR OARRIER ... NOTE: 8AW CUT CONTROL JOINT$ IN SLAF3 SURFACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUTS 2' -6' MINIMUM FROM INTERIOR COLUMN LINES r � L J - I CD 6/8' x 6' WEDGE ANCHOR i' -6' x 1' -6' x 10' DEEP 90 ONE PER INTERIOR COLUMN INTERIOR COLUMN FOOTING = r r r r r i r - L J L J L J L J L J L 1 ' , I - - f0' -1 112' e 10' -0' 10' -m' f0' -m' 10' -0' 10' -0' 10' -I 112' 70' -3' OUT TO OUT OF 6LAB Iv NOUN ATION LAN ... SCALE] 118' 1. 1' -0' UI LIDINCz5 "I 8 2" a y , li HOt PERIMETER FOUNDATION OE5 SECTIONAL DETAIL 1/2'x 3 314' WEDGE ANCHORS TWO PER EXTERIOR COLUMN ALL FOUNDATION CONCRETE, INCLUDING SLAB —ON— GRADE, SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSL m N cn Q, m LL 0 ., 4' CONCRETE FLOOR 6LA133 W/ 6 x 6 W1.4 x WIA WJW.M. PLACED ON 6 MIL POLYETHYLENE VAPOR 93ARRII =R ... NOT5s 8AW CUT CONTROL JOINT$ IN 61-A13 $Uk"FACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUT$ Z' -6' MINIMUM FRO INTERIOR COLUMN LIN ES 61&'x 6' WEDGE ANCHOR 1' - 6' x 1' - 6' x 10' DEEP ONE PER INTERIOR COLUMN `INTERIOR COLUMN FOOTING r 'i L J L J L J L J L J r i — ��- I — I ♦ I — 1++-- — —f+ — L J L J L t J L J L J r r i r. r r L J L J L J L J L J % .. /, % % o • • l0' -3' OUT TO OUT OF 8LA0 F=OUNDATION WALEs 1/8' a 1' - 0' LAN ... E3UILDIN C Q i 8 �O ti C e a N r e INTERIOR t EXTERIOR COLUMNS Is e 1 1 0 9 1 In ., N O cn 1 0 m `E EXTERIOR COLUMNS V INTERIOR COLUMNS INTERIOR i EXTERIOR COLUMNS 5 4 4 AUG 19 2003 NOtE: WEDGE ANCHORS ARE PROVIDED 13Y aETCO. EDDED ANCHOR EOLTS IN 8LA13 ARE NOT REQUIRED 13Y OUY1 =R FOUNDATION NOTES ALL FOOTINGS SHALL BEAR COMPACTED STRUCTURAL FILL CAPABLE OF SUPPORTING A SAFE DESIGN BEARING PRESSURE OF 3,000 PSF. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A.S.T.M. A616 GRADE 60 (Fy- 60,000 PSI). ALL ANCHOR BOLTS SHALL BE SIZED AS NOTED AND EQUIVALENT TO A. S. T. M. A307. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318-99). EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES, AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PERIMETER FOUNDATION MUST NOT EXCEED 1/4" ELEVATION VARIATION ALONG ANY 60' DISTANCE OF BUILDING LENGTH. PERIMETER FOUNDATION TO EXTEND BELOW FROST LINK VERIFY REQUIRED DEPTH WITH LOCAL BUILDING OFFICIALS PRIOR TO PROCEEDING WITH FOUNDATION WORK THE AMERICAN CONCRETE INSTITUTE DOES NOT RECOGNIZE FIBERMESH AS A SUBSTITUTE FOR WIRE MESH REINFORCED CONCRETE WHEN SUBJECTED TO TENSILE STRESS SAW CUT CONTROL JOINTS IN SLAB SURFACE AT APPROXIMATELY 10' - 0" INTERVALS . . . OFFSET CUTS 2' -6" MINIMUM FROM INTERIOR COLUMN LINES. k , b 4' CONCRETE FLOOR SLAPS W/ 6 x 6 WL4 x WIA W1W,M. PLACED ON 6 MIL POLYETHYLENE VAPOR OARRIER ... NOTE: 8AW CUT CONTROL JOINT$ IN SLAF3 SURFACE AT APPROXIMATELY 10' -0' INTERVALS. OFFSET CUTS 2' -6' MINIMUM FROM INTERIOR COLUMN LINES r � L J - I