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EXTERIOR PLYWOOD SHEATHIN
2x6 EXTERIOR WALL'
2x6 SOLE PLATE -
FINISHED GRADE
2"x4' CONT. FORMED
KEYWAY, CENTERED
3-#4 CONTINUOUS LONGITUDINAL
BARS, EQUALLY SPACED.
3"
AFTER FULL CONC. CURE, FILL
VEE -NOTCH W/ SIKAFLEX 2C
NGINE7E�RI7NTG
PROVIDE VEE -NOTCH ALL SIDES.
EXTERIOR PLYWOOD SHEATHIN
NS SEALANT.
OWLS TO MATCH
FILL SAME AS FOR CONTROL JOINTS
-EXTEND 100 OF HORIZ WALL
ALL
CONCRETE WALL-N\
2x6 SOLE PLATE
CONCRETE WALL
REINF. THRU CONST. JOINT
• •
a
•. ...
••° • i a
.•• a ° •
a
a
2'-0"x2'-0" CORNER BARS TO
T.OW. ELEV. = 33'-O'tV.I.F-
•
MATCH ALL WALL
REINFORCEMENT
BULKHEAD
(yI
BEYOND
a .
' DEEP FORMED VEE -NOTCH,
•
40 BAR DIA.
(TYPICAL)
2x4 CONT. FORMED
EACH SIDE AND TOP OF WALL
VERTICAL KEY WAY
CONTROL
JOINT
CONSTRUCTION
JOINT
(MAXIMUM
SPACING = 10F.T. O.C.)
(MAXIMUM SPACING -
40F.T. O.C. AND
10" FOUNDATION WALL BEYOND.
NOT WITHIN 1OFT OF
ANY CORNER)
TYPICAL CONCRETE WALL JOINT DETAILS
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SCALE: 3/4" =1'- 0"
3' CONC. SLAB ON GRADE SPECIFIED ,
do
WWM PLACED 0 MID DEPTH.
1Q
�O�Y
I 2"x4" CONT. FORMED
1-#5 BAR AT
0
rn
KEYWAY, CENTERED
0 3" CI
REACH SIDE OF
/OPENING
ON
0
0
T.O.C. ELEV.= 29'-6' 3-#4 CONTINUOUS LONGITUDINAL
/CENTERD
WALL
1-#4 LONG AT EACH
CORNER AT MID -DEPTH
OF SLAB
2" (TYP)
12' MAX 12" MAX.
r
DIA. OR DIA. OR
SQUARE
SQUARE 130 BAR DIA. MIN.
NOTE:
ALL HOLES SHALL BE FORMED OR
CORED. IF CORED, ALL CORNERS
OF SQUARE OPENINGS SHALL BE
WALLS CORED FIRST BEFORE SAWCUTTING. SLABS
OVER CUTS ARE NOT ALLOWED
TYPICAL WALL REINFORCEMENT AT OPENINGS
SCALE: 314" = V- 0"
-PROVIDE 2x6 PR- TRT'D SILL FASTEN W/ j" DIA. A307 GR.
"A" ANCHOR BOLTS 0 4'-0' O.C. AND 0'-6" FROM EACH
END. EMBED 12" MIN. W/ 2- HOOK INTO NEW CONCRETE
FOUNDATION WALL
ROVIDE 2x4 PR. TRT D SILL FASTEN W/ r DIA. A307 GR.
"A" ANCHOR BOLTS 0 4'-0' O.C. AND 0'-6" FROM EACH
END. EMBED 12' MIN. W/ 2" HOOK INTO NEW CONCRETE
FOUNDATION WALL
11j' TJI 230 JOISTS
' APA RATED PLYWOOD FLOOR SHEATHING
FIRST FLOOR TO MATCF EXISTING
PROVIDE CONTINUOUS BLOCKING
WITHIN 1'-0" FROM SUPPORT.
T.O.SHELF=32'-0A'
#4 0 12' O.C. HORIZONTAL
/ r-#4 0 16" O.C. VERTICAL W/ 12" HOOK
#4 0 16" O.C. TRANSVERSE BARS
3' CONC. SLAB ON GRADE SPECIFIED
WWM PLACED 0 MID DEPTH.
h
T.O.C. ELEV.- 29'-6'
—x—x—x—x—x-- T.O.F. ELEV. = 29'-3'
DRAIN AND DAM TV, wo *.Vv_4
,� - •� .� r
PROOFING BY OTHER ROMP
i�i�i ✓�i�i i�i�i�.i/�/�i�i�i�i�i�.:i��i�i
40 BAR DIA.LAP
(TYPICAL)
a.. a
SAW CUT OR FORMED CONTROL
JOINT - FILL w FLEXIBLE EPDXY
2'-0"
° a ° `
a d
a
OWLS TO MATCH
S2 A ' ALL HORIZ. REINF.
rr
a
4-
e
d
' q
. a
TYPICAL WALL DETAILS
SCALE: 3/4"=1'-0"
SAW CUT OR FORMED CONTROL
JOINT - FILL w/ FLEXIBLE EPDXY
FILLER (AS SPECIFIED)
FI (AS SPECIFIED) EXTEND SPECIFIED WWM 18"
t REFER TO PLAN MINIMUM THROUGH JOINT. TO LAP
SPECIFIED WWF --\FOR DEPTH OF WWF'
W/ ADJACENT SLAB MESH.
— d
PROVIDE CANTROL JOINTS AT
SPECIFIED SUB -BASE CONTROL JOINT LOCATIONS AS INDICATED ON PLAN SPECIFIED SUB -
NOTE:
SA CUT DINTS ARE TO BE CUT WITHIN TYPICAL SLAB ON GRADE DETAILS
48 HOURS OF CONCRETE PLACEMENT. SCALE: 3/4"=1'-0"
ATTACH 2X6 PR. TRT D SILL TO LVL HEADER W/ SIMPSON
pLOI&II:
CONTTNIIOUS 1j'x 1j" FORMED
KEYWAY-CENTERD.
/-REFER TO PLAN
�- FOR DEPTH OF WWF
r -SPECIFIED WWF
14
NGINE7E�RI7NTG
SDS 1%"X6" AT 12' O.C. STAGGERED 0
EXTERIOR PLYWOOD SHEATHIN
508.255.6511 Fax: 508.255.6700
OWLS TO MATCH
2x5 EXTERIOR WALL
HORIZ. REINF.
2x6 SOLE PLATE
a.
NEW FLOOR FRAMING OR EXISTING 2x6 SOLE PLATE
(3) 1i" x 11a" LVL HEADER
a
SEE PLANS FOR SIZE AND SPAN DIRECTION
' APA RATED PLYWOOD FLOOR SHEATHING
2'-0"x2'-0" CORNER BARS TO
T.OW. ELEV. = 33'-O'tV.I.F-
•
MATCH ALL WALL
REINFORCEMENT
SAW CUT OR FORMED CONTROL
JOINT - FILL w FLEXIBLE EPDXY
2'-0"
° a ° `
a d
a
OWLS TO MATCH
S2 A ' ALL HORIZ. REINF.
rr
a
4-
e
d
' q
. a
TYPICAL WALL DETAILS
SCALE: 3/4"=1'-0"
SAW CUT OR FORMED CONTROL
JOINT - FILL w/ FLEXIBLE EPDXY
FILLER (AS SPECIFIED)
FI (AS SPECIFIED) EXTEND SPECIFIED WWM 18"
t REFER TO PLAN MINIMUM THROUGH JOINT. TO LAP
SPECIFIED WWF --\FOR DEPTH OF WWF'
W/ ADJACENT SLAB MESH.
— d
PROVIDE CANTROL JOINTS AT
SPECIFIED SUB -BASE CONTROL JOINT LOCATIONS AS INDICATED ON PLAN SPECIFIED SUB -
NOTE:
SA CUT DINTS ARE TO BE CUT WITHIN TYPICAL SLAB ON GRADE DETAILS
48 HOURS OF CONCRETE PLACEMENT. SCALE: 3/4"=1'-0"
ATTACH 2X6 PR. TRT D SILL TO LVL HEADER W/ SIMPSON
pLOI&II:
CONTTNIIOUS 1j'x 1j" FORMED
KEYWAY-CENTERD.
/-REFER TO PLAN
�- FOR DEPTH OF WWF
r -SPECIFIED WWF
14
0
DRAIN AND DAMPI
PROOFING BY OTHERS
♦,I {ice .'i.�.�i
STONEIN
6N(MIN.) OF j" CRUSHED
ON .. PROOF
ROLLED SOILS OR COMPACTED
STRUCTURAL RLL
SECTION
SCALE: 314"- 1'-0*
t�
0
PROVIDE 2x6 PR. TRTD SILL FASTEN W/ J" DIA. A307 GR.
*Ao ANCHOR BOLTS 0 V -O' O.C. AND 0'-6' FROM EACH
END. EMBED 12" MIN. W/ 2" HOOK INTO NEW CONCRETE
FOUNDATION WALL
/-PROVIDE 2x4 PR. TRTD SILL FASTEN W/ r DIA. A307 GR.
/ "A" ANCHOR BOLTS 0 V -O' O.C. AND 0'-6" FROM EACH
END. EMBED 12" MIN. W/ 2' HOOK INTO NEW CONCRETE
FOUNDATION WALL
DOUBLE LVL RIM JOIST
" APA RATED PLYWOOD FLOOR SHEATHING
Ili' TJI 230 JOISTS
FIRST FLOOR TO MATCH EXISTING
T.O.SHELF=32'-0L
�#4 0 12" O.C. HORIZONTAL
#4 0 16' O.C. VERTICAL W/ 12" HOOK
r_#4 0 16" O.C. TRANSVERSE BARS
3" CONC. SLAB ON GRADE SPECIFIED
WWM PLACED 0 MID DEPTH.
i7
T.O.C. ELEV.- 29'-6'
xx—x—x— - T.O.F. ELEV. - 29'-3"
DRAIN AND DAMPI
PROOFING BY VIHLKZ�
i ✓, �iil iii ✓��ie3�l ✓ ii .t�•. ���i
OF m
PROOFSTONE ON ACCEPTABLE
ROLLED SOILS OR COMPACTED
STRUCTURAL FILL
SECTION Q
"ISSUED FOR CONSTRUCTION►'
OASTAL
NGINE7E�RI7NTG
SDS 1%"X6" AT 12' O.C. STAGGERED 0
EXTERIOR PLYWOOD SHEATHIN
508.255.6511 Fax: 508.255.6700
EXTERIOR PLYWOOD SHEATHING-
2x5 EXTERIOR WALL
SIMPSON THAI 3522 2x6 EXTERIOR WALL-)
2x6 SOLE PLATE
NEW FLOOR FRAMING OR EXISTING 2x6 SOLE PLATE
(3) 1i" x 11a" LVL HEADER
SEE PLANS FOR SIZE AND SPAN DIRECTION
' APA RATED PLYWOOD FLOOR SHEATHING
FIRST FLOOR TO MATCH EXISTING a
T.OW. ELEV. = 33'-O'tV.I.F-
T.OW. ELEV. = 33'-0"t V.I.F.
BULKHEAD
(yI
BEYOND
, a'5 FINISHED GRADE
-��
•
a
O
O
10" FOUNDATION WALL BEYOND.
C6H,
�q$d
3' CONC. SLAB ON GRADE SPECIFIED ,
WWM PLACED 0 MID DEPTH.
1Q
I 2"x4" CONT. FORMED
0
rn
KEYWAY, CENTERED
0 3" CI
0
0
T.O.C. ELEV.= 29'-6' 3-#4 CONTINUOUS LONGITUDINAL
BARS, EQUALLY SPACED. x�c—x— T.O.F. ELEV. = 29'-3'
9
SEAL
�i
a
0
DRAIN AND DAMPI
PROOFING BY OTHERS
♦,I {ice .'i.�.�i
STONEIN
6N(MIN.) OF j" CRUSHED
ON .. PROOF
ROLLED SOILS OR COMPACTED
STRUCTURAL RLL
SECTION
SCALE: 314"- 1'-0*
t�
0
PROVIDE 2x6 PR. TRTD SILL FASTEN W/ J" DIA. A307 GR.
*Ao ANCHOR BOLTS 0 V -O' O.C. AND 0'-6' FROM EACH
END. EMBED 12" MIN. W/ 2" HOOK INTO NEW CONCRETE
FOUNDATION WALL
/-PROVIDE 2x4 PR. TRTD SILL FASTEN W/ r DIA. A307 GR.
/ "A" ANCHOR BOLTS 0 V -O' O.C. AND 0'-6" FROM EACH
END. EMBED 12" MIN. W/ 2' HOOK INTO NEW CONCRETE
FOUNDATION WALL
DOUBLE LVL RIM JOIST
" APA RATED PLYWOOD FLOOR SHEATHING
Ili' TJI 230 JOISTS
FIRST FLOOR TO MATCH EXISTING
T.O.SHELF=32'-0L
�#4 0 12" O.C. HORIZONTAL
#4 0 16' O.C. VERTICAL W/ 12" HOOK
r_#4 0 16" O.C. TRANSVERSE BARS
3" CONC. SLAB ON GRADE SPECIFIED
WWM PLACED 0 MID DEPTH.
i7
T.O.C. ELEV.- 29'-6'
xx—x—x— - T.O.F. ELEV. - 29'-3"
DRAIN AND DAMPI
PROOFING BY VIHLKZ�
i ✓, �iil iii ✓��ie3�l ✓ ii .t�•. ���i
OF m
PROOFSTONE ON ACCEPTABLE
ROLLED SOILS OR COMPACTED
STRUCTURAL FILL
SECTION Q
"ISSUED FOR CONSTRUCTION►'
OASTAL
NGINE7E�RI7NTG
* �(�]L 11 \ 1
O , INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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SCALE
AS NOTED
DERGNBY
JMD
DATE
08/03/07
DRAWNBY
APC
CHECKED BY
JAB
SIIIIIIIIIIIII,2
3 OF.! SHEETS
PROJECT: NO.
C16933.00