2254 Barefoot Trace 4° CE 3000 PSI FREINFORCED
RAL 'E3 TFRUGT � AL NTE � a GONR� 5aA5 rNS NIL FVC VAPOR
BARRIER ON`,6% MODIFIED PROCTOR
1.ALL DESIGN LOADS 5HALL BE PER FLORIDA BUILDING CODE,20M EDITION, COMPACTED FILL w/ TERMITE TREATMENT, TYR.
A.DE51GN LOADS
LIVE LOADS ROOF- 20 PSF
LIVE LOAD FLOOR - 40 PS
DEAD LOAD FLOOR AND ROOF - 15 PSF o
2.SOIL PRESSURE (DESIGN MAX.) - 2000 P5F
INFORMATION FOR PREPARING THE SITE AND VERIFY THAHE CONTRACTOR i5 RE5PON5 BLE FOR OBTAINING CxEOTECHN!CAL
" "HE SITE 15 CAPAB
LE
OF PROVIDING MIN.2000 PSF SO;L BEARING. I VA VA, AA VALVA �,/VA/VA/VA/VA/\�/VA — ': GRAD,
3, :F FOOTING ELEVATIONS SHOWN OCCUR IN DISTURBED,UNSTABLE OR
UNSUITABLE SOIL, THE ARCI-1!TI.=CT SHALL BE NOTIFIED.
4. STEP FOOTINGBELOWALL SANITARY AND WATERLINES. // // // // // // // // // //\
5.CONCRETE
NCRE DSIINPERCURR CURRENT .0 1i CODE
SSILL EP YEDITION
B.ALL OTHER CONCRETE - I"c = 3000 Psi
.CONCRETE MASONRY UNITS - A,S.TM.C-91>
/ x%/'
1.GROUTED MASONRY UNITS SHALL BE FILLED SOLID WITH 2000 051 GROUT WITH \� \ \ \ \ %\ � \
SLUMP 11 INCHES. �\ \ \ \ \ \ \17
`
_ _ _ _ _ — — _ //VA/
$. REINFORCEMENT: REINFORCING BARS (GRADE O0) - A.571, - A-1&5, \ 7c—
MINIMUM COVER
W FOR CAST-IN-PLACE CONCRETE REINFORCING,UNL> 55 \ \ \\// i p j\\//\j�
OTHERWISE SHOON THE DRAWINGS,5HALL 15E> /\\/\\
FOOTiNG5 - 3"
SLAB • CENTERED
WALLS - CENTERED
10.SPL":CIES IN REINFORCEMENT, WPP RE PERMITTED,SHALL BE A5 FOLLOWS;
WELDED WIRE MESH - V
ALL POURED CONCRETE - CLASS "B" TENSION SPLICE � 2'-0` j � 3'05
BARS IN MASONRY - 48 BAR DIAMETERS
II,ALL REINFORCEMENT 5HALL BE HELD IN SECURELY IN PLACE WITH STANDARD
ACCESSORIES DURING PLACEMENT OF rc)NCRETE.USE PLASTIC COATED FEET
WHERE CONCRETE WILL BE EXPO5ED.
12.ALL BARS IN BEAMS SHALL END IN A LAP OR HOOK AT D15CONTINUOU6 ENDS.
13, PROVIDE 1/2" EXPANSION JOINT MATERIAL WHERE SLAB ONIGRADE 15
POURED AROUND C OLU:"IN$OR AGAINST MASONRY UNLESS 514011N OTHERWISE,
14. STRUCTURAL STEEL; RESIGN PER CURRENT EDITION A i,5,C A$FOLLOW$:
A. ROLLED SHAPES AND PLATES • A.S.T.11,A-301
15,MACHINE BOLTS;MB)AND ANCHOR BOLTS IA5d - A.S,T,M.A,301
- SCALE-. 1 ,"_! 0" ,— ;/2"O ;P+1READ=D TIEDOWN RO
Ir,,AT MACHINE AND ANCHOR BOLTS, THE NUT $HALL BE DRAWN TIGHT ND THE
THREAD5 UP5ET.
l MULTIPLE MEMBERS 5HALL BE SPIKED OF BOLTED TOGETHER 5IMP5ON CNlU COUPLER NUT
II l
4" THICK 3000 PSI FIBER REINFORCED 4 THICK 30.00 PS! FIBER REINFORCER
'I
CONCRETE SLAB ON e Mil- PVC VAPOR ` CONCRETE SLAB ON s M L IVC VAPOR "
BARRIER ON S5% MODIFIED PROCTOR BARRIER ON$5%(MODIFIED PROCTOR
COMPACTED FILL w! TERMITE TREATMENT, TYP, COMPACTED FILL w/ TERMITE TREATMENT, TYR
a
p D J J
p p17
p '7
a'
GRADE p 0 C \/\\\/\\\ \
\/�\//\\/\\//\\/
p
\ \ \ \ \ o \
VA/VA/VA/VA/VA/V /VALVA
\/\/` //\�i �/ \
,/ // // // // // // // // / // // // // //,// // / %\\/\\/\\/\\/\\/\\� \/\ \/\/\/\/\/\�j\/\/\
/\/\
VA VA VA V / / //�// // // // //
// // /\ \/\/\/\/\ \/\/\/\y /\ A/\
3-"5 BARS CONT. 4 93 BARS —
32" O.C.,TYPICAL
$? 1 �=NED 51EDGE GARAGE
v �' t
SCALE; 1�/2"-V 2 , F AL k4I'���NI- I N TE R,10 R
� SCALE: