5830 SW 70 ST PB-65-18-007 5 ? �- CIFICATIOH5
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10 All concrete for beame, col:-WInG8 stair slabs', structural slabs and footings
aho11 be 2600' p.s.i. - 28 'Ost strength unless noted.
2. Concrete for floor slabs and si lavmlks shall be 2,000 p.sei. - 23 day test
strength unieas noted otharari $ .
3. All potholes ;shall be j 1d filled with 2000 p.s.i. concrete.
4. ReirLforcing steel s}�ali j�e illy; rmediate grade now
.bAll84, AeS1TX. A-�15
to cOnfVM to the latest A.Se '.W.* A-305, A*S.T
specifications. Rei:.a df L1 ,L set shall be placed in accordance with
latest_ A C.1. Std' acrda• um concrete cover. Footings 3", 'Beams
and. Colurrme
fi. At all corners of concrete beams add 2 - 46 bare x 3'-0", bent in the middle*
6. All footings shall have dow+ei = equal in size and number to concrete column
reinforcing above, lap 30 �l atr. ters.
7. Concrete joist shall be 3750 p.s.i. allowable stress, bridging
stall be .poured; in place.
8. All precast pre-streseed concrete joist beams shall be manufactured under
the control of a registered er_j;ineer.
�YCrate materials shall be submitted to the Archi-
9. Details for ell precast cotect for approval prior to fabrication.
10. Concrete je st - janufact zra_° by V4
11. Moods 'The allowable fire" ees for all wood members shall be 1200 p.s.i.
mnimwn.
,sve 1" x 4* wood crose-bridging, maximum spacing
12. All wood joists shall
8'-0" c.c.
13. All wood in contact witr. mae,, ry, pressure treated, cut ends paint with
"Wood l' f e".'
14. Footings designed for 2500 P-3-f- soil bearing pressure, The Architect
shall be notified if soil rreaeure is found to be other-wise. Footings
shall bear cn andisturled >o: J or rock.
15. Fill: Clean sand or rock pla,,-ed in S" layers, flooded and tamped.
16. Roofing (dead-level asphalt or pitch)
withilt-uasphalt tar n gravel roof ind.
4 ply asphalt or tarred felt applied
gravel surfaced, fl.ashln 's elate, U.N.O.
17. Materials and methods of construction not specifically noted shall con-
form to the "South Florida. wilding Code".