12-1371-015*3
.11
A/7%1 mu
FOUNDATION FLAN,
&CALF, 1/411=1'=011
NOTES
1. FOR GENERAL NOTES, REFER TO SHEET 5-1.0,
2, FOR T l-FICAL DETAILS, REFER TO SHEET 5-11
3, CENTERLINE OF COLUMNS AND/OR WALL SHALL COINCIDE WITH THE CENTER LINE OF REAMS
AND/OR FOUNDATIONS BELOW.
4, CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN
THIS LES/EL UNLESS OTHERWISE NOTED.
�. GOORDINATE ALL FLOOR SLOFES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
�- FOR EXACT LOCATION OF AN'T' OF:ENINGs AND/OR EQUIF-r-LENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS,
7. FOR NON LOAD BEARING MASONR-F" WALLa AND/OR fi ARTITIONS, REFER TO AF,CHITECTURAL
DRAWIN(2�5,
�. TOF OF FOUNDATIONS SHALL BE -2' 011 BELOW FINISHED GRADE.
9. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON GIRApE OVER WELL
COMP'AGTED FILL AND G MILL VAPOR BARRIER AND REINFORCED W/roXro-W1.4xWI,4WWF,
LAPPED ro" MIN. WWF SHOULD BE PLACED AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE
EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED USING CHAIR B0L5TER5,
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5C,ALE: 1/4 1'=O'1
NOTES
1, FOR GENERAL NOTES, REFER TO SHEET 5-1,
2, FOR T1-FICAL DETAILS, REFER TO SHEET 5-I.1,
3, CENTERLINE OF COLUMNS AND/OR WALL SMALL COINCIDE WITH THE CENTERLINE OF BEAMS
AND/OR F OUNDATIONS BELOW.
4, CENTERLINE OF BEARING; WALL OR COLUMN BELOW IS CENTER LINE OF WALL OR COLUMN
THIS LEVEL UNLESS OTHERWISE NOTED,
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
O. FOR EXACT LOCATION OF ANY OPI=NING; AND/OR EQUIPMENT, COORDINATE WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS,
1, FOR NON LOAD BEARING MASONRY WALLS AND/OR PARRTITIONS, REFER TO ARCHITECTURAL
DRAWINGS,
0- FLOOR S1 -STEM CONSIST OF A¢" CF -)X PLYWOOD SHEATHING NAILED W/(1O)b RING SHANK
NAILS AT e?11O1C, (4" AT FERII 1ETER) OVER PRE-ENGINEERED WOOD TRUSSES.
9, HATCHED AREAS DENOTE A e," CONCRETE SLAG (REINFORCED AS SHOWN ON PLANS,
W/#4 'a12" TEMPERATURE STEEL PERPENDICULAR To MAIN REINFORCEMENT,
10. SUPERIMPOSED LOAD, -:')-
LIVE LOAD - ----------40 FSF(FLOOR), 30 FSF(ROOF)
DEAD LOAD -----------30 F5F(FLOOR), 20 FSF(ROOF)
11. ALL TRUSS UPLIFT FfROVIDED ARE PER ASCE 7-10, SERVICE LOADS.
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