05-453-009I
SOIL STATEMENT
Soil condition at site indicates by visual inspection an allowable bearing capacity of 2000 PSF. .
(undisturbed rock or sand) . Upon completion of excavation We will visually inspect the
premises to submit letter certifying that to the best of our professional knowledge and belief the
condition encountered are similar to those describe above - (FBC 1818.1). ,
Soil Testing
Fill placed tinder slab supported by soil shall be clean sand or rock free of debris, mac. size of
rock to be 3 ".
Fill supporting slab shall be compacted under the supervision of special inspector to a minimum
of 95% for all layers as verify by density tests. Tests shall be made in accordance with methods
of tests f6r moisture - density relation of soils ASTM D -1557.
'Pests shall be performed ,(one) 1 test for each 2500 sf, or fraction thereof for each lift of
compacted soil.
Test shall be performed in accordance to either AS"TM.D -1556 or ASTM D- 2922.
Termite Protection Note:
Building shall have pre construction termite protection against subterranean termites.
Certificate of compliance shall be issued to Building Dept. by licence pest control Co.
Containing the following statement: "This building have received a complete treatment
for the prevantion of subterranean termites. Treatment to be in accordance to rules and laws
establish,by.Florida Dept. Of Agriculture and Customer Services.
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FOOTING SCHEDULE
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24 X 36 PRINTED ON NO. I 000 CLEARPRINTO
COLUMN SCHEDULE
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STRUCTURAL NOTES:
1) CONCRETE: ALL CONC. R-)R FOLNDAV ONS e SLAAMS ON G RADIEV
$WALL f;EACW 2610 P.S.I. COMPRE661VE 5TRENGT44 AT 2& DAB'&,
AND ALL COLUP -NO, GROUTED CELLS; $L.AM•S A150V'E (1RADE AND
I TIE SEAMS $WALL SSACW 3000 P,B. +. MIN. C01PRESSIVE STRENG'r R
AT 291 DAYS, UNLESS OTNEREWISE NOTEta
2) REINFORCEMENT: ALL RENF. STEEL TO 5E A.9.TI'l. 610 GRADE 60.
IUELDEC> I.1 RE FABRiC SWALL COMPLY LWT14 ASTM. A.196.
3) !1lG : ALL LUM8ER $WALL WAVE A MiNIMUM 7f15SI2 I$JSNDIN4
STRENGTH OF 11,50 PSI. SOUTHERN PINE No 2. A-11- LL"1 5r-- i
N CONTACT WiTW CONC. 4WALL 13E PRE$ -SURE TREATED ANh
WAVE A MIN. F186R 13ENDiNG 6TPRiENGT" OF Z12S.0
4) &TEELI; ALL 6TEEL CONNECTICN6 &WALL BE DADS COJNTY
APPROVED AS PF—R SP-15.01 fNIMUM COVER ON NON-
PRESTRESSED STEELiCAST AGAINST < PEI I. EXrOSED TO EARTW
3't EXP 06ED TO EARTW OR UEAT�4ER, to DAPS OR SMALLER
1 -1/2't % BARS OR LARGER ® 2't NOT EXPOSED TO ILZATI -ER
OR GROUND CONTAt,- ,rt$LAea, WALLS, OR JO!STAI aAR6 OR
SMALLER a 3/41, (SEAM6, GIRDE", OR COLUMNS) 0 1 -1/21.
MiN. WOR.Z. CLEAR DISTANCE 5ETWEEN BARS IN A LAYER:
SEAMS, MAX. OF ONE OAR 01A, OR 1'
WALLS= MAX. OF ONE BAR DfA. OR I'
MN. VERY. CLEAR DISTANCE BETWEEN SA" IN A LAYER.
BEAMS: I'
MAX. RE6AR SPACir4 (CLEAR DISTANCE) WA LS t SLeABS:P'git�
OF 3 TIMES TkE WALL OR $LAS THICKNESS, OR 181.
MiN, SPLICE TENSION LAP LENGTH 16 12'
SPLICES FOR TIE SEAM Ii F:ORCEMENT SWALL BE A PMiN. OF
36 5AR DIAMETER OR 16', W�41Ct�EVER IS GREATEIR.
SPLICES FOR COLUMN RENFORCEMENT 'WALL aE 48 BAR D!A.
.5) MASONRY.- ALL CONC. MASONRY UNIT$ SWALL. WA's A MNI?rPUM
l*RW1 $TENIGTH OF Pm • ItDOO P.S.I, AND SHALL COMPLY WITH
CHAPTER 21 OF SPBZ. AND WITH A.S.TPt. C-W. ALL MORTAR TO 0E
TYPE '& OR 15ETTER AND COMPLY LUITW A.6,TM. C-210.
GROUT FOR FILLINd CELLS SWALL CONFORM TO AS.tl°9. C -416 WITH
A SLUMP OPa' m1
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REVISIONS
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