HomeMy WebLinkAbout280 Route 28 plan 5EXTERIOR SHEATHING AND SIDING NOT SHOWN,
TO EXTEND AT LEAST 4" BELOW
BOTTOM OF BOTTOM SILL PLATE -
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EXISTING RIMBOAR
OR- GALVANIZED THREADED ROD WITH EMBEDDED NU
@ 3'-0" O.C., COUNTERSUNK IN RIMBOARD
PT BLOCK, 2x10 RIPPED TO FIT
10x8x16 OPEN END CMU WITH GROUTED CELL
x 10x4x16 CMU WITH GROUTED CELL
TOP OF C.I.P. CONCRETE FOUNDATIO
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C.I.P. CONCRETE FOUNDATION-,,,,.,,
32 CLEAR •
LOWEST EXTERIOR GRADE
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(3) #4 BARS N
EQUALLY SPACED
VAPOR BARRIER
CONTINUOUS ACROSS
SLAB EDGE vNi
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CONTRACTION JOINT PER y
DETAIL THIS SHEET, �-
IN LINE WITH INTERIOR SLAB ON GRADE
OF NEW FOUNDATION ATOP VAPOR BARRIER m
8" MIN. PER PLAN N
EXISTING FIRST -FLOOR ELEVATION
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VAPOR BARRIER M
o of D o BELOW SLAB
o a COMPACTED STRUCTURAL FILL;
SEE NOTES ON S-001
#5 DOWEL, 2'-0"x2'-0", @ 16" O.C.
*5 HORIZONTAL BARS @ 16" O.C.
#5 VERTICAL BARS @ 16" O.C.
RIGID INSULATION, TYP.
2" CLEAR
•#5 BARS @ 18" O.C.
BENT 90' INTO TOE OF FOOTING
#5 BARS @ 16" O.C.
BENT 90' INTO HEEL OF FOOTING
COMPACTED
STRUCTURAL FILL;
SEE NOTES ON S-001
2"
.� CLEAR
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HORIZONTAL REINFORCEMENT
FOR CMU???
CONTROL JOINTS FOR CIP
FOUNDATION WALLS AND
CMU FOUNDATION WALLS???
EXISTING INTERIOR WALLr
LOCATION RELATIVE TO NEW SLAB
TO BE CONFIRMED IN FIELD;
JACK/BRACE WALL AS REQUIRED TO MAINTAIN
STABILITY DURING CONSTRUCTION
EXISTIN
SLAB ON GRADE
(TO BE CONFIRMED
FOR ALL LOCATIONS)
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5 HORIZONTAL SLAB ON GRADE
ATOP RIGID INSULATION m n-
PER PLAN
COMPACTED
STRUCTURAL FILL;
r7 6" SEE NOTES ON S-001
'-0"
XISTING WOOD -PLANK
RETAINING WALL
(TO BE CONFIRMED IN FIELD)
SECTION rB
SCALE: 314" = P-0" - l"
o
5 BARS @ 16" O.C.
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2,.
10" 3) #4 BARS AS SHOWN
CLEAR
WALL EQUALLY SPACED
3'-0" COMPACTED
(TOE)
(HEEL) UNDISTURBED SOIL
OR COMPACTED
STRUCTURAL FILL
SECTION A
SCALE: 314"
= F-0" -100
q OF PIER,
OF PIER,
(� OF FOOTING
OF FOOTING
EXISTING COLUM
- - ---
EXISTING COLUM
SUPPORTING ROOF TRUSS
___ _
SIMPSON ABU SERIES POST BASE
SUPPORTING SHED ROOF
IMPSON ABU SERIES POST BASE
TO FIT EXISTING COLUMN;
O FIT EXISTING COLUMN;
MIN. ALLOWABLE DOWNWARD FORCE
IN. ALLOWABLE DOWNWARD FORCE
= 12,000 POUNDS;
EMBEDDED ANCHOR(S) PER SIMPSON CHART
10,000 POUNDS;
MBEDDED ANCHOR(S) PER SIMPSON CHART
/Z—J-(
SLAB -ON -GRADE
OINT FILLER
SLAB-ON-GRADEINT
PER PLAN
FILLER
oa OPPED WITH FLEXIBLE
PER PLAN
o o TOPPED WITH FLEXIBLE
JOINT SEALANT, REF.
> JOINT SEALANT, REF.
EXISTING FIRST -FLOOR ELEVATION
EXISTING FIRST -FLOOR ELEVATION
--
O
012 SONOTUBE
XTRA 11E 6" COMPACTED
012 SON TUBE
X1RA TIE 6" COMPACTED
FROM TOP TIE STRUCTURAL FILL;
(4) #5 VERTICAL BARS
FROM TOP TIE STRUCTURAL FILL;
(4) #5 VERTICAL BARS
SEE NOTES ON S-001
Will-1 #3 TIES @12" O.C.
SEE NOTES ON S-001
WITH #3 TIES @i2" O.C. _
2" CLEAR
2" CLEAR
BIGFOOT BF2
BIGFOOT BF3
FOOTING FORM
FOOTING FORM
BEND VERTICAL BAR
BEND VERTICAL BAR
AS SHOWN, TYP.
_
AS SHOWN, TYP.
3'-0" (REF.)
DETAIL fiFA
SCALE: 314" = I `-0" _ 11I
..-- BOTTOM OF FOOTING,
EL. = EXISTING INTERIOR GRADE (MAX.)
0
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COMPACTED
UNDISTURBED SOIL
OR COMPACTED
STRUCTURAL FILL;
SEE NOTES ON S-001
OTTOM OF FOOTING,
EL. = EXISTING INTERIOR GRADE (MAX.)
COMPACTED
2'-4" (REF.) UNDISTURBED SOIL
OR COMPACTED
STRUCTURAL FILL;
SEE NOTES ON S-001
DETAIL MF2
SCALE: 314" = P-0" �OO
EXISTING COLUMN
SUPPORTING CEILING ONLY
SLAB -ON -GRADE
PER PLAN
2'-0" LAP
(TYPICAL)
2'-0"x2'-O" CORNER BARS
TO MATCH ALL HORIZONTAL
WALL AND FOOTING
4 REINFORCEMENT
TYPICAL FOOTING & WALL DETAILS
SCALE: 314" = F-0"
TYP. =
TYPICAL
NOM. =
NOMINAL
REF. =
FOR REFERENCE ONLY
HDG
HOT -DIPPED GALVANIZED
P.T. =
PRESSURE TREATED
MIN. =
MINIMUM
MAX. =
MAXIMUM
O.C. =
ON CENTER
C.I.P. =
CAST IN PLACE
SAW -CUT OR FORM CONTROL JOINT; SAW -CUT OR FORM CONTROL JOINT;
DO NOT CUT W.W.F.; DO NOT CUT W.W.F.;
FILL WITH JOINT FILLER TOPPED WITH FILL WITH JOINT FILLER TOPPED WITH CONTINUOUS %"x 1Y2" FORMED
FLEXIBLE JOINT SEALANT FLEXIBLE JOINT SEALANT KEYWAY -CENTERED
EXTEND SPECIFIED W.W.E. 18" MIN.
SPECIFIED W.W.F. THROUGH JOINT INTO ADJACENT
SLAB POUR SPECIFIED W.W.F.
PROVIDE CONTRACTION JOINTS AT
SPECIFIED COMPACTED LOCATIONS AS INDICATED ON PLAN SPECIFIED COMPACTED
SUB -BASE AND INSULATION SUB -BASE AND INSULATION
SLAB SLAB
CONTRACTION JOINT CONSTRUCTION JOINT
NOTE:
SAW -CUT JOINTS ARE TO BE CUT WITHIN 48 HOURS OF CONCRETE PLACEMENT.
TYPICAL SLAB DETAILS -
SCALE: 314" = P-0" _
-V V V V V \/ V '� V V V
�✓ V V V V
V V V V V
AFTER FULL CONCRETE CURING,
FILL VEE-NOTCH W/ SIKAFLEX 2C NS SEALANT PROVIDE VEE-NOTCH ALL SIDES.
EXTEND 50% OF HORIZONTAL FILL SAME AS FOR
CONTROL JOINTS
EXTEND 100% OF HORIZONTA
\ WALL REINFORCING THRU JOINT
WALL REINFORCING THRU JOIN
BAR
;W' DEEP FORMED VEE-NOTCH40
CONTINUOUS
EACH SIDE OF WALL
MNDIAMETERSFORMED
(MIN.)
O
FORMED VERTICAL KEYWAY
r> CONTRACTION JOINT
CONSTRUCTION JOINT
MAXIMUM SPACING = 40 FEET
MAXIMUM SPACING =
40 FEET
AND NOT WITHIN 10 FEET OF ANY CORNER
AND NOT WITHIN 10 FEET OF ANY CORNER
FOR CUALLS
FOR THAT
¶ATOP OC,ITP. TYPICAL WALL & FOOTING DETAILS
WAL SM THEINS
CONSTRUCTED CONT ACTIONE
-
JOINT SHALL BE A VERTICAL JOINT OF MORTAR THATT SCALE: 314" =1'-0"
ALIGNS WITH THE CONTRACTION JOINT OF THE C.I.P.
_
WALL BELOW.
OF PIER,
OF FOOTING
SIMPSON ABU SERIES POST BASE
TO FIT EXISTING COLUMN;
MIN. ALLOWABLE DOWNWARD FORCE
= 5,000 POUNDS;
EMBEDDED ANCHOR(S) PER SIMPSON CHART
DINT FILLER
0 o TOPPED WITH FLEXIBLE
'+ JOINT SEALANT, REF.
EXISTING FIRST -FLOOR ELEVATION
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02'-0"
CONCRETE
FOOTING
SECTION K22
SCALE: 314" = F-0" _ 10I
COMPACTED
STRUCTURAL FILL;
SEE NOTES ON S-001
ALTERNATE:
AN ACCEPTABLE ALTERNATIVE TO THIS DETAIL IS THE FOLLOWING:
- THE SLAB IS CONTINUOUS WITH NO OPENING FOR A FOOTING;
- THERE IS NO FOOTING;
- THE POST BASE AND COLUMN ARE SUPPORTED DIRECTLY ON THE SLAB
WITH THIS ALTERNATIVE, THE SLAB CONTRACTION JOINT NEAR GRID LINE 1
(AS SHOWN ON S-110) IS TO BE MODIFIED TO FOLLOW GRID LINE 1
ISSUED FOR PERMIT &
CONSTRUCTION
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COASTAL
engineering co.
260 Cranberry Hwy. Orleans, MA 02653
508.255.65U P 508.255.6700 F
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SCALE
AS NOTED
DESIGN BY
KMD
DATE
11/1/2021
DRAWN BY
KMD
CHECKED BY
MHP
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S�300
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w 5 OF 5 SHEETS
-14
PROJECT: NO.
u C 19669.00