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NOTES
1, FOR GENERAL NOTES, REFER TO SHEET 5 -1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -1.1.
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR
FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN THIS LEVEL
UNLESS OTHERWISE NOTED.
5. COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS.
1. FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
8. FLOOR/ROOF CONSISTS OF A 6 ll CONCRETE SLAB REINFORCED AS SHOWN ON PLANS, W/ 0401211
TEMPERATURE STEEL PERPENDICULAR TO MAIN REINFORCEMENT.
9. FLOOR/ROOF SYSTEM CONSIST OF A 4" CONCRETE OF A SLAB SUPPORTED W /S" or 12" PRECAST,
PRE- 5TRE55ED CONCRETE JOISTS, REINFORCED W/04012" PERPENDICULAR TO JOIST AND "12" TEMP
REINFORCEMENT PARALLEL TO JOIST.
PRECAST SYSTEM LAYOUT SHOWN 15 FOR GUIDANCE ONLY AND MUST BE VERIFIED BY THE MANUFACTURER
10. SUPERIMPOSED ROOF LOADS:
LIVE LOAD: ---- - - - - -- 50 P5F
DEAD LOAD----- - - - - -- 20 P5F
LATERAL VIEW
MAX. UPLIFT 1000
L55
Do
FRONT VIEW
OVER COLUMN
COLUMN
SCHEDULE
AS NOTI =D
DESCRIPTION
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(4) 3/4" DIAM ANCHOR BOLTS HILTI KLUIK BOLT 3.
ANCHOR CONNECTOR T�"FE 5
SECOND FL00f P... FL
SCALE: 1/411 = 11-011
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DATE
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JOB
13055
SHEET
S-3,0
OF SHEETS
RAUL R. SOTOLONGO • AR -7712
JENNIFER MALLON SALMAN - AR -17181
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