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--- ANCHOR
- - -
BOLT SUMMARY
----------------------------
TOTAL
ONT LDC
DIA. PROD LENGTH BEND
(IN) (IN) (IN) (IN)
1
30'-0" STEEL LINE TO STEEL LINE
2
--- ---
e DJ
--- --- ------ -----
5/8 .RED HEADS >�
0 8 EW
3/4 2.00 14.0 3.00
SHADED PORTION OF EXIST'G SLAB
28'-0"
1 , -0
0 16 RF
-----------------------------------------
3/4 2.50 20.0 3.00
TO BE CUT OFF AND DISCARDED
(TYP. AT BOTH SIDEWALLS)
FIELD LOCATED
77
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9 -01,
2'-0'
91-0'
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CONC. SLAB. 60'-0' TO REMAIN
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FOUNDATION LAYOUT PLAN
//��'
REVISI❑NS
DRAWING STATUS
CX] FOR CONSTRUCTION
BUCK STEEL, INC
ENVI❑RMENTA - -DEVELOPMENT
-REV.
--DESCRIPTIONS
DATE
DTLR
DATE
CHKR
APPD
C ]FOR- PERMIT ONLY
PROJECT
60.0' x.30.0_ x 22.01
-FOUNDATIIIN
LAYOUT_ PLAN _
C ] FOR APPROVAL ID 5735
C 3 OTHER, EXPLAIN PROJECT 201 Campbell Rd
--- --------------- ADDRESS Fart Pierce, Ft 34945
#' 4 BARS @ 32' C/C
8' CONC. BLOCK WALL
W/ ALTERNATE CELLS
FILLED -
# 3 TIES @ 24'
1'-01—'
MIN TYR
# 4 BARS @ 32' C/C —
8' C❑NC. BLOCK WALL
W/ ALTERNATE CELLS.
FILLED
ANCHOR
BOLT—
# 3 TIES @ 24' C/C-
(2) # 7 REBARS CUNT.
6':X6.'-6/6
WELDED WIRE MESH
6 MIL POLLY
MOISTURE BARRIER
4' THICK
SAND LAYER
iCTED SOIL
2 - - # 6 BARS
CONTINOUS
SECT, B—B
NOT TO SCALE
SAW CUT 1/8' X 1 1/2'
CONCRETE -SLAB
SECT. C-C ( Const. Joint )
NOT TO SCALE
HAIRPIN - BAR W/ 90 °HOOK
# 5 W/ 5'-0' LONG LEGS
2-#7BARS
CONTINOUS
1'
1'
# 6 BARS 10' ❑/
BOTH WAYS TOP i BUTT.
OTING-. SIZE
SEE FOFOUNDATION PLAN
SECT, F—F
NOT TO SCALE
6'X6'-6/6
WELDED WIRE MESH
6 MIL POLLY
MOISTURE BARRIER
4' THICK
SAND LAYER
:CTED SOIL
19(s-oozy
# 4 BARS X 3'-0' LG.
1/2' xl' JT & 6' HOOK @ 32' C/C
FILLED W/
ASPHALT COMPOUND
6' SLAB
4' THICK
SAND LAYER (2) # 4
6 MILL RE -BARS
POLY. CONT.
SECT, B2-B2
NOT TO SCALE
JAMB FINISHED FLOOR
DEPTH L ELEV.
1 1/2' t F.O. WIDTH t 1 1/2'
o a o
a
O -1O
TYP. O.H. DOOR RECESS DETAIL
SECT, B1—B1
NOT TO SCALE
# 4 BARS @ 32' C/C _
8' CONC. BLOCK WALL SIDEWALL
W/ ALTERNATE CELLS COLUMN MAKE FOOTING
FILLED FLUSH WITH TOP
�-- A.B. OF EXIST'G SLAB
- -
a v :e �: EXISTING
a _ _ CONCRETE
° SLAB
0i c d 4
----GENERAL--FOUNDATI❑N--N❑TES- - - -- - - - -- - - -- - - a� .. BOTH w- BARS 8
_ <7) #7 _ EAR - @ ._ ' . C/C- _..._._ .
C AYS, T❑P & BOTTOM
1. ALL REINFORCING STEEL SHALL BE GRADE 60 13. PROOF ROLL OF 5' ❑UTSIDE BUILDING F❑❑TPRINT 1'-0' 3'-6'
DEFORMED BARS, WITH VIBRATORY COMPACTOR,
2. ALL POURED .IN PLACE SHALL BE F'c 14. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATI❑N 4'-6'
3000 PSI MIN @ 28 DAYS. WITH CLEAN SAND FILL.
3.
WELDED WIRE MESH SHALL MEET ASTM A-185.
15.
COMPACT TOP 6' OF FILL MATERIAL TO 95% OF
4.
FOUNDATION AND FOOTING SI,ZING BASED ON
MODIFIED PROCTOR DENSITY. (MIN)
ASSUMED SOIL- - BEARING CAPACITY❑F 2500 PSF.
16,
SAW' INDICATED CRACK CONTROL JOINTS WITHIN
5.
THE UPPER -12' OF BEARING S❑IL IN F❑❑TING SHALL
_
8 HOURS OF PLACEMENT OF CONCRETE.
BE COMPACTED TO.95% OF THE. STANDARD PROCTOR.
17.
SDIL`IN FO❑TING TRENCHES SHALL BE FREE OF
6.
MIN, REINFORCING STEEL COVER AT EARTH : 3'
ORGANIC MATERIAL. ❑R CLAY: IF EITHER IS
7.
SLUMP RANGE AT POINT OF DISCHARGE: 3'.-6'
ENCOUNTERED IN 'TRENCHES, REMOVE IT .&-
8.
OVERLAP ALL WWF A MINIMUM OF 8'.
.FOOTING`.
REPLACE WITH COMPACTED,, SAND;
9.
LAP ALL REINF❑RCING STEEL A MINIMUM OF 48 DIAMETERS.
18.
CONTRACTOR TO REVIEW FOUNDATION DRAWINGS
10.
REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12'
AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS
OF EXISTING GRADE.
BEFORE COMENCMENT ❑F CONSTRUCTI❑N,
11.
FDN, IS DESIGNED TO MEET THE 2017 ED. OF THE FBC
ANY DISCREPANCY SHOULD; BE BROUGHT TO ENGINEER`S
CODE. (IBC 15) W.S. IS 160 MPH, EXP. B
ATTENTION:
12.
BOTT. OF FTG. MUST BE A MIN. OF 12' BELOW FIN. GRADE
19,
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES OR
OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
PREVENTITIVE TREATMENT'TO NEW CONSTRUCTION..
twilPillitlim
CX3 FOR CONSTRUCTION
C 3 FOR -PERMIT -ONLY
13 FOR APPROVAL
13 OTHER, EXPLAIN
x
201 Campbell Rd.
Fort P:erce, FL 34945
SECT. G—G
NOT TO SCALE
CHARLES EMBDEN P.E.
26 HARRIS CIRCLE
UXBRIDGE, MA 01569
NORTH CAR❑LINA PE # 22928
PHONE # (508) 826-8772-.
SEAL
;VEL❑PMENT
Ile
CHECK,.
FNDWG-2