05-226(2)-011TYPICAL TRUSS
GRAVITY = 1008"
UPLIFT = 919"
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SCALE: 3116 " =1' -0"
PLAN NOTES:
1. PROVIDE 8' CONCRETE SLAB W1 04610'c/c E. W. BOTT, PLUS ADDED BARS AS NOTED IN PLAN.
USE 4,000 PSI CONCRETE FOR SLAB.
2. TOP BARS NOT IDENTIFIED IN PLAN ARE TO BE 04612' c/c TOP.
3. FOR ALL WALLS PROVIDE REINFORCED MASONRY WITH 115 9 24' c /c, PLUS 205 EACH SIDE OF
ALL OPENINGS AND AT CORNERS, AND AS NOTED IN PLANS. USE 3,000 PSI GROUT MIX CONCRETE
WITH 9'4/- I' SLUMP.
4. VERIFY AND COORDINATE ALL DIMENSIONS WITH ARCHITECTURE BEFORE COMMENCEMENT.
5. NOTE, PROVIDE 215 CONTINUOUS OVER ALL WALLS, TYPICAL.
6. ROOF TRUSS LOADS:
LIVE LOAD = 20 PSF
DEAD LOAD = 25 PSF
1. FOR STAIRS PROVIDE S' MIN. GONG. SLAB W/'51@6' c/c BOTT.
8. WHERE NOTED IN PLAN PROVIDE LEGER 2 -2x8 P/T W/ 3/4' DIAM. EXP. BOLTS x10' LONG W/ 5'
EMBEDMENT AND SPACED g 16 c /c. IF BLOCK FILL CELLS W/ CONCRETE.
9. PROVIDE 3/4' DEPRESSION AT ALL EXTERIOR MA50NRY LOCATIONS.
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LOADS:
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ARCHITECT, A.I.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 Ct SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
REVISIONS
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ARCHITECT, A.I.A.
AR# 0007999
ARCHITECTURE
PLANNING
INTERIORS
4143 SW 74 Ct SUITE D
MIAMI, FL. 33155
PH. (305) 269 -9335
FAX. (305) 269 -9457
REVISIONS
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