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I 4" CONC. SLAB ON
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(SEE NOTES)
22' -0'
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(SEE COLUMN SCHEDULE) a a
FILLED W /3000 PSI
CONCRETE.
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SCALE 3/4" = 1' -0"
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10' -4"
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LONG AT CORNERS (TYP.
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(SEE NOTES)
#4 @ 12 O.C. (TOP)
-7)
x 5' -0" LG. ( *)
FC -1
(TYP.
TERMITE STATEMENT: )
THE BUILDING SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION I •
SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE
SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT -
CONTAINS THE FOLLOWING STATEMENT: I o
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN -
TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
10' -5' _ I
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NOTE:
TOP OF FOOTING SHALL BE 12" MIN. BELOW FINISH GRADE FOR EXTERIOR COLUMNS.
COLUMN SCHEDULE
MARK
E 0 0 TI N G
REINFORCEMENT
S C H E D U -L E -;--
- -- - -�
FC -1
MARK
1 # 6 @ 48" O.C.
SIZE
REINFORCEMENT
REMARKS
8" x 12"
LONG. (TOP & BOTTOM)
TRANS.
WF -24
16" x
24" CONT.
2
# 5
SUBMITTING PLANS TO THE ENGINEER FOR FINAL APPROVAL.
C -1
MONOLITHIC FOOTING
F -4.5
4' -6"
x 4' -6" x 12"
4
# 5
12" x 12" x 3/4"
4 # 5
T.O.F. 12" BELOW
GRADE
F -4.0
4' -0"
x 4' -0" x 12"
4
# 5
FOOTINGS HAVE BEEN DESIGNED TO BEAR ON COMPACTED OR UNDISTURBED
4 # 5
T.O.F. 12" BELOW
GRADE
F -3.5
3' -6"
x 3' -6" x 12"
3
# 5
3 # 5
T.O.F. 12" BELOW
GRADE
F -3.0
3' -0"
x 3' -0" x 12"
3
# 5
3 # 5
T.O.F. 12" BELOW
GRADE
TE -8
8" x
8" CONT.
1
# 5
PSF. (BASED ON INSPECTION AND THE STANDARD PROCTOR COMPACTION
THICKENED EDGE
NOTE:
TOP OF FOOTING SHALL BE 12" MIN. BELOW FINISH GRADE FOR EXTERIOR COLUMNS.
COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERT. OR BASE PL TIES OR CAP PL
FC -1
BLOCK CELL
1 # 6 @ 48" O.C.
SEE REINF. MASONRY
TC -1
8" x 12"
4 # 5
# 3 @ 12" O.C.
TC -2
8" x 16"
6 # 5
# 3 @ 12" O.C.
SUBMITTING PLANS TO THE ENGINEER FOR FINAL APPROVAL.
C -1
12" x 12"
8 # 5
# 3 @ 12 O.C.
TS -1
TS 4 "x3.5 "x1 /4"
12" x 12" x 3/4"
2" x 12" x 3/4'
VOID WITH CONCRETE
@
ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ARE TO BE
VERIFIED BASED ON ACTUAL FIELD CONDITIONS. IN THE CASE OF REINFORCING
BARS, STRICT ADHERENCE TO THE BAR PLACING DIAGRAMS SHOWN ON THE
STRUCTURAL DRAWINGS MUST BE FOLLOWED UNLESS OTHERWISE SHOWN BY THE
SOIL STATEMENT (F.B.C. 1818.2)
Ln
ANY REVISIONS OF CORRECTIONS, IF ANY, ON SHOP DRAWINGS BEFORE
SUBMITTING PLANS TO THE ENGINEER FOR FINAL APPROVAL.
ALL CONCRETE SHALL DEVELOP 3000 PSI THE FOLLOWING MINIMUM 28 -DAY
COMPRESSIVE STRENGTH UNLESS OTHERWISE SHOWN ON THE STRUCTURAL
x
PLANS:
O C�
J
SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES. A MINIMUM OF 5 CONCRETE
SPECIMENS SHALL BE OBTAINED FROM EACH 50 CUBIC YARDS OR PORTION
FOOTINGS HAVE BEEN DESIGNED TO BEAR ON COMPACTED OR UNDISTURBED
WF -16
WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS (145 P.C.F.). SIGNED AND
N
SEALED COPIES WITH RESULTS OF SUCH TESTS SHALL BE FORWARDED TO THE
ENGINEER FOR REVIEW. ALL ADMIXTURES SHALL BE APPROVED BY THE
SAND OR LIMESTONE, WITH A MINIMUM SAFE BEARING CAPACITY OF 2000
—
4" CONCRETE SLAB
(TYP.) R
REINFORCING STEEL SHALL BE CLEAN, DEFORMED BARS OF NEW BILLET STEEL
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CONFORMING WITH A.S.T.M. A -615, GRADE 60. WELDED WIRE FABRIC SHALL
COMPLY WITH A.S.T.M. A -185.
PSF. (BASED ON INSPECTION AND THE STANDARD PROCTOR COMPACTION
ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGES
@
_I
° ' °' .x " ' = —1 = U
UNFORMED SURFACES IN CONTACT WITH THE GROUND:
FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 3
TEST OF SLAB SUBGRADE AS PER ASTM D -1557)
J. 2' -0 #
#6 BARS AND LARGER
Lo
"
#5 BARS AND SMALLER 2
-1 /2 i
SECTION
F
FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:
AT THE TIME OF CONSTRUCTION, A REGISTERED PROFESSIONAL ENGINEER
o
WF -16
#11 BARS AND SMALLER 3/4 in.
#14 AND #18 BARS 1 -1/2 in.
SLABS: S
SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL, SIGNED AND SEALED,
5' -3'
5'-f
4" CONCRETE SLAB WITH 6 "X6" #10/10 W.W.M. OVER 6 MIL. V
VAPOR S
SHALL BE TYPE E70XX.
MEMBRANE ON WELL COMPACTED FILL (95% STD. PROCTOR), W
WITH DOUBLE S
STRUCTURAL STEEL COLUMNS SHALL COMPLY WITH A.S.T.M. A -500 OR A.S.T.M.
W.W.M. AT THE PERIMETER OF FOOTING 36" INTO CONCRETE S
SLAB. (TYP.) A
A -501. ALL STEEL COLUMNS SHALL BE FILLED WITH 3000 PSI PEAROCK
ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION
WALLS: S
STRUCTURAL STEEL BOLTS SHALL CONFORM WITH A.S.T.M. A -325.
8" CONCRETE BLOCK WALLS.
HORIZONTAL JOINT REINFORCEMENT SHALL BE #
CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED.
2 #5 BENT
b
5'- 0'-- 4' -11'
II
�OYP EACH WAY
II
STRUCTURAL NOTES
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ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE, THE AMERICAN
L7 WF -16
LL
CONCRETE INSTITUTE'S ACI- 318 -99 AND ALL OTHER APPLICABLE CODES AND
—
REGULATIONS. DESIGN FOR WIND COMPLIES W /ASCE 7 -98.
ALL MANUFACTURERS OF REINFORCING AND STRUCTURAL STEEL, PRECAST
S -O" —j'- -- 5-4' f-- 3' -O'
(PRESTRESSED) CONCRETE, AND PREFABRICATED WOOD TRUSSES SHALL SUBMIT
9'_11•
11'_4"
SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL BEFORE FABRICATION.
10' -5'
DIMENSIONS AND LENGTHS OF FABRICATED UNITS SHOWN ON SHOP DRAWINGS
FOUNDATION & MASONRY PLAN
1 /4" = 1' -0"
COMPACT FILL
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-1111 11P4111111011111 I
F -3.0 / F -4.5
or
CONCRETE COLUMN W/ F -3 / F -4.5
SCALE 3/4" = 1' -0"
CONCRETE COLUMN REBAR SPLICE DETAIL
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CONCRETE SLAB
8" PROVIDE 1#5
CONTINUOUS
SECTION 2
SCALE: 1' =1' -0' S -1
CONC. FILLED STL. COL.
(SEE COLUMN SCHEDULE)
N
STEEL BASE PLATE 12 "X12 "X3/4"
(SEE COLUMN SCHEDULE)
4" CONC. SLAB W /6 "x6"
10/10 WWF OVER VAPOR
BARRIER ON CLEAN, WELL
COMPACTED FILL. (TYP.)
V11/4
#9 GAUGE LADDER TYPE FOR ALL STRUCTURA M R
L LU BE SHALL BE OF A CLEARLY LABELED AND APPROVED
SEE FOUNDATION PLAN REINFORCED MASONRY WALLS, AT 16" VERTICALLY (EVERY SECOND COURSE) SPECIES WITH A MINIMUM STRENGTH OF Fb = 1200 PSI. (NO. 2 SO. PINE)
° a o . a SEE SHEET S -1 FOR ALL EXTERIOR WALLS.
a °
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CONC. FOOTING o
(SEE FOOTING SCHEDULE) _ _ _
_ _ - --
Ill— 11 = - -1 1 1— I- 1 -1 /2 "MIN. NON- SHRINK
III 111 III- — GROUT
CLEAN, WELL
COMPACTED FILL (TYP.)
4 #5'S @12" EACH WAY
INTERIOR STL. COL. DETAIL_
FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. SEE SOIL STATEMENTS.
SPECIAL INSPECTOR. A FLORIDA REGISTERED ARCHITECT OR ALL SLABS ON GRADE SHALL BE CAST OVER A 0.006 IN. VAPOR MEMBRANE ON
PROFESSIONAL ENGINEER SHALL FURNISH INSPECTION OF ALL CLEAN WELL COMPACTED INORGANIC FILL. ALL COMPACTED SOIL SHALL ATTAIN
A MINIMUM 95% PROCTOR DENSITY AT OPTIMUM MOISTURE AS DETERMINED BY
REINFORCED MASONRY STRUCTURES. THE STANDARD PROCTOR TEST.
BOTTOM OF ALL CONCRETE TIE BEAMS SHALL BE DROPPED OVER ALL DOOR AND
FILL SUPPORTING SUCH SLABS SHALL BE COMPACTED UNDER WINDOW OPENINGS WITH A MINIMUM 8" BEARING AT EACH END. PROVIDE 2 #5
THE SUPERVISION OF A SPECIAL INSPECTOR TO A MINIMUM ADDITIONAL BOTTOM BARS CONTINUOUS AND #3 TIES AT 12" O.C. THROUGHOUT
OF 95 PERCENT OF MAXIMUM DRY DENSITY FOR ALL LAYERS, OPENING.
AS VERIFIED BY FIELD DENSITY TESTS SPECIFIED IN F.B.C.
1820.3.2. NOTE: FOR DEEP BEAMS ( deff > 36 ") , PROVIDE ADDITIONAL # 4
LONGITUDINAL SKIN REINFORCEMENT EACH FACE @ 12" INCREMENTS AS NEEDED.
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DATE:
05 -22 -2004
SHEET
S-1
ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ARE TO BE
VERIFIED BASED ON ACTUAL FIELD CONDITIONS. IN THE CASE OF REINFORCING
BARS, STRICT ADHERENCE TO THE BAR PLACING DIAGRAMS SHOWN ON THE
STRUCTURAL DRAWINGS MUST BE FOLLOWED UNLESS OTHERWISE SHOWN BY THE
ENGINEER ON SUCH PLANS. GENERAL CONTRACTOR OR ARCHITECT MUST MAKE
ANY REVISIONS OF CORRECTIONS, IF ANY, ON SHOP DRAWINGS BEFORE
SUBMITTING PLANS TO THE ENGINEER FOR FINAL APPROVAL.
ALL CONCRETE SHALL DEVELOP 3000 PSI THE FOLLOWING MINIMUM 28 -DAY
COMPRESSIVE STRENGTH UNLESS OTHERWISE SHOWN ON THE STRUCTURAL
PLANS:
SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES. A MINIMUM OF 5 CONCRETE
SPECIMENS SHALL BE OBTAINED FROM EACH 50 CUBIC YARDS OR PORTION
THEREOF AND SHALL BE TESTED ACCORDING TO A.S.T.M. C -39. USE REGULAR
WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS (145 P.C.F.). SIGNED AND
SEALED COPIES WITH RESULTS OF SUCH TESTS SHALL BE FORWARDED TO THE
ENGINEER FOR REVIEW. ALL ADMIXTURES SHALL BE APPROVED BY THE
ENGINEER.
4" CONCRETE SLAB
(TYP.) R
REINFORCING STEEL SHALL BE CLEAN, DEFORMED BARS OF NEW BILLET STEEL
CONFORMING WITH A.S.T.M. A -615, GRADE 60. WELDED WIRE FABRIC SHALL
COMPLY WITH A.S.T.M. A -185.
ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGES
a°
° ' °' .x " ' = —1 = U
UNFORMED SURFACES IN CONTACT WITH THE GROUND:
FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 3
CONTINUOUS . ° '
J. 2' -0 #
#6 BARS AND LARGER
#5 BARS AND SMALLER 2
-1 /2 i
SECTION
F
FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER:
SCALE: 1' =1' -0' S— S
BEAMS, GIRDERS, AND COLUMNS: 1 -1 /2 in.
SLABS, WALLS AND JOISTS:
#11 BARS AND SMALLER 3/4 in.
#14 AND #18 BARS 1 -1/2 in.
SLABS: S
STRUCTURAL STEEL SHALL CONFORM WITH A.S.T.M. A -36. WELDING ELECTRODES
4" CONCRETE SLAB WITH 6 "X6" #10/10 W.W.M. OVER 6 MIL. V
VAPOR S
SHALL BE TYPE E70XX.
MEMBRANE ON WELL COMPACTED FILL (95% STD. PROCTOR), W
WITH DOUBLE S
STRUCTURAL STEEL COLUMNS SHALL COMPLY WITH A.S.T.M. A -500 OR A.S.T.M.
W.W.M. AT THE PERIMETER OF FOOTING 36" INTO CONCRETE S
SLAB. (TYP.) A
A -501. ALL STEEL COLUMNS SHALL BE FILLED WITH 3000 PSI PEAROCK
CONCRETE.
WALLS: S
STRUCTURAL STEEL BOLTS SHALL CONFORM WITH A.S.T.M. A -325.
8" CONCRETE BLOCK WALLS.
HORIZONTAL JOINT REINFORCEMENT SHALL BE #
L LU BE SHALL BE OF A CLEARLY LABELED AND APPROVED
SEE FOUNDATION PLAN REINFORCED MASONRY WALLS, AT 16" VERTICALLY (EVERY SECOND COURSE) SPECIES WITH A MINIMUM STRENGTH OF Fb = 1200 PSI. (NO. 2 SO. PINE)
° a o . a SEE SHEET S -1 FOR ALL EXTERIOR WALLS.
a °
a
x' —oa a ° o R
o
CONC. FOOTING o
(SEE FOOTING SCHEDULE) _ _ _
_ _ - --
Ill— 11 = - -1 1 1— I- 1 -1 /2 "MIN. NON- SHRINK
III 111 III- — GROUT
CLEAN, WELL
COMPACTED FILL (TYP.)
4 #5'S @12" EACH WAY
INTERIOR STL. COL. DETAIL_
FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. SEE SOIL STATEMENTS.
SPECIAL INSPECTOR. A FLORIDA REGISTERED ARCHITECT OR ALL SLABS ON GRADE SHALL BE CAST OVER A 0.006 IN. VAPOR MEMBRANE ON
PROFESSIONAL ENGINEER SHALL FURNISH INSPECTION OF ALL CLEAN WELL COMPACTED INORGANIC FILL. ALL COMPACTED SOIL SHALL ATTAIN
A MINIMUM 95% PROCTOR DENSITY AT OPTIMUM MOISTURE AS DETERMINED BY
REINFORCED MASONRY STRUCTURES. THE STANDARD PROCTOR TEST.
BOTTOM OF ALL CONCRETE TIE BEAMS SHALL BE DROPPED OVER ALL DOOR AND
FILL SUPPORTING SUCH SLABS SHALL BE COMPACTED UNDER WINDOW OPENINGS WITH A MINIMUM 8" BEARING AT EACH END. PROVIDE 2 #5
THE SUPERVISION OF A SPECIAL INSPECTOR TO A MINIMUM ADDITIONAL BOTTOM BARS CONTINUOUS AND #3 TIES AT 12" O.C. THROUGHOUT
OF 95 PERCENT OF MAXIMUM DRY DENSITY FOR ALL LAYERS, OPENING.
AS VERIFIED BY FIELD DENSITY TESTS SPECIFIED IN F.B.C.
1820.3.2. NOTE: FOR DEEP BEAMS ( deff > 36 ") , PROVIDE ADDITIONAL # 4
LONGITUDINAL SKIN REINFORCEMENT EACH FACE @ 12" INCREMENTS AS NEEDED.
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SHEET
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SHEET
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J. M. — K. C.
DATE:
05 -22 -2004
SHEET
S-1