HomeMy WebLinkAboutBLD-20-3104_P: i- _ FR LER,
--- T' P CFF W/ FLEXIBLE
JG'NT SEALANT
DO NOT BACKFILL WALL ° a
UNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH ---WIF 6X6 6/6, TOP 1" CLEAR
AND BOTH TOP & BOTTOM a OF SLAB (OPTIONAL)
OF WALL ARE PROPERLY d.. -
SERCURED. _ A°
4" CONC. SLAB/10 MIL. V.B.
I '
III I—III I— ` .A UNDISTURBED OR
—IIII—IIII d ` d I [95% COMPACTED FILL
IIIIAIIW ' '
CARRY DAMPROOFING =III I—IIII
OVER TOP OF J
FOOTING°
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I. 0' y 10' _5'._._
NOTE: F(H=G SN1a, DEAR ON C(MDPAC= GRANULAR YDl OR ,
NATURAL Ut01LSTUitD® GRANULAR SOILS IiD+E 04 CLAY, PEAT.
LOAM, YEGRTA= OR ORGANIC NATEIHAL. ROM ARCHIE=
DIMMUMY W DUTER N4 CONMONS ARE ENCOUNTEIOD.
TYPICAL SLAB & F00IIN
SCALE 1-1/2" = f-0"
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONC.
REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 3)/,45 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/OPTIONAL REBAR
KEYWAY.
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR
BOLTS ® 4'-0" O.C. MAX.(FIELD VERIFY WITH CONTRACTOR)
2. STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/8" CAP PLATE
& 7"02"x3/4" BASE PLATE W/ 2 03/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. WHERE NOTED (OPTIONAL REBAR).
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS: BLOCK. ® PERP. WALL'S..
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES 3' max..
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS
8, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING,
INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
le -
-Sh,')SON
A i 44
C� SIMPSON STRONG_T'E__,ABU66
SCALE: N.T.S.
FIRST FLOOR _
Ex. ROOF CONST.
(TO RTEMAIN)
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12
12�./ % EXIST. 2x10 CLN'g JOIST's 016" ox. \ \
1
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BED ROOM
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N Of EXIST.
FOYER ' DINING RM.
1 0
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I
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EXIST.
FULL
I EXIST. FULL
BASEMENT
3
4- CONC. SLAB
ON VAPOR BARRIER
NEW ROOF CONST.
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SUBFLOOR– GLUED & NAILED
MATCH EXIST
(FIELD VERIFY)
JI�L�llJL i� —1
NEW CRAWL
SPACE
—2" CONC. SLAB
ON VAPOR BARRIER
-NEW ROOF CONST.
— 2 x 10 ROOF RAFTERS @ 16" o.c.
— 1/2" CDX PLYWOOD ROOF SHEATHING
— ASPHALT ROOF SHINGLES
— 15LB. FELT PAPER
— 10" SPRAY—FOAM INSULATION
® CEILINGS (R=54)
— (OR EQUAL)
— 2x12 RIDGE BOARD
NEW WALL CONST.
R-19 BATT INSUL
2x6 ® 16" O.C.
—1/2" CDX. SHEATHING
1/2" GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
SIDING (SEE ELEVS.)
FIRST
DAMPPROOF BELOW
GRADE
NEW 8" CONCRETE
FOUNDATION WALLS
NEW 10" x 20"
CONC. FOOTINGS
(KEYED)
3
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1 x 3 STRAPPING ® 16-o.�.
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BATT
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(VAULT. CLN'g) 1/2" CDX. SHEATHING
j i I
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VAPOR BARRIER —
�3/4" T & G PLYWOOD TYVEK HOUSEWRAP
SUBFLOOR– GLUED & NAILED SIDING (SEE ELEVS.)
MATCH EXIST.
(FIELD VERIFY)
T 2x8 JST's NEW 2x10 FLOOR JOIST's ® 16 o.c.
- ------------------
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UP (FIELD VERIFY)
��-DRILL & PIN NEW FOUNDATION
_ _ TO EXIST. FOUNDATION WALL
EXIST, F!,;-,_1. TOP & BOTTOM
BASEMENT
EXIST. SLAP EXIST.—/
FND. WALLS
TYP. 8" CONCRETE
FOUNDATION WALLS
TYP. 10" x 20"
CONC. FOOTINGS
(KEYED)
-2"x10" LEDGER BRD.
LAY -OVER ROOF
ROOF FRAMING PLAN
SCALE: 1/4"= 1'-0"
MOTE: ALL NEN! ROOF RAFTERS TO BE
2 x 10's ® 16" o.c. UNLESS
OTHERWISE NOTED
(NEW ADDITION)
NEW FLOOR FRAMING PLAN
SCALE: 1/4"= 1'-0"
ALUMINUM FLASHING —
W/ ICE & WATER SHIELD
(4) SIMPSON DTT1Z —
EQUALLY SPACED:
2 LEDGERLOCK 16" BAY:
2" MIN. EDGE DISTANCE
2x8 P.T. LEDGER BRD.-
DBL. 2x8 P.T.
_J L CARR%lNG BEAM
NOTCH P.T. POSTSI VERIFY JOISTS SIZE &
& THRU BOLT BEAM 1 SPACING ON FRAMING PLAN
(RECESS BOLTS)l� o METAL
OR CONCEALED CORNER L FRAMING HANGER
FLANGE HANGER's
SKIRT BRD. NOTCHED OUTS
POIELD VERIFY)
(FIELD VERIFY) CARRYING BEAM
& BOLTED
SIMPSON ABU44
POST BASE
FOOTING PER PLAN
EXTEND 4'-0"
BELOW FINISHED GRADE
II (TYPICAL)
II '
all a
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SCALE:1 1/2"=V-0"
WALL
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EXIST.SONOTUBE—"''--- - - ' I
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_K SCALE: 1 /4"= 1'-0"
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RIDGE VENT
ROLL VENT
RIDGE BOARD (OR BEAM) PER PLAN
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MAY VARY)
15# FELT PA
5/8" COX PI
RAFTER VEN'
WHERE INSUL
R-38 INSUL
2x10 RAFTEF
DI CAL RIDGE VENT DETAIL
SCALE 1-1/2" = 1'-0"
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EXIST. I I I EXIST. -/'1 I I I 12" DIAM.-------12" DIAM. 11
FND. WALLS I I 1 1 FND. WALLS I I I I SONOTUBE SONOTUBE I I
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I i I I I I I I I I
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EXIST. I I I EXIST. -/'1 I I I 12" DIAM.-------12" DIAM. 11
FND. WALLS I I 1 1 FND. WALLS I I I I SONOTUBE SONOTUBE I I
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9
SIDING SEE
"TYVEK" HOL
1/2" CDX PL
2x4 ® 16" C
R-20 FOAM]
6 MIL. POLY
1/2" G.W.B.
1 NEW WALL DETAIL
SCALE 1-1/2" = 1'-0"
NOTE:
ALL WINDOWS ARE TO BE
ANDERSEN 400 SERIES
TW W/ APPLIED GRILLES
INSIDE AND OUTSIDE
1.) ALL EXTERIOR WALLS SHALL BE 2X4
0 16" O.C. UNLESS OTHERWISE NOTED.
2.) ALL INTERIOR WALLS SHALL BE 2X4
0 16" O.C. UNLESS OTHERWISE NOTED.
3.) CONTRACTOR SHALL VERIFY ALL WINDOW
ROUGH OPENINGS PRIOR TO ORDERING WINDOWS.
4.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES,
DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES,
ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR.
5.) CONTRACTOR IS TO DOUBLE ALL JACK & KING STUDS
AND PROVIDE SOLID BLOCKING ®HORIZONTAL PLYWOOD SEAMS
ASPHALT ROOF SHINGLES
MATCH. EXISTING
1/2" CDX SHEATHING
R48 BATT INSUL.
(OR EQUAL/FEILD VERIFY)
1/2" GWB w/SKIM COAT PLASTER
ON 1x STRAPPING 0 16" O.C. - -
WIND WASH BLOCKS
(OR EQUAL)
ICE AND WATER BARRIER MEMBRANE
CARRY UP 3'-0 FROM EAVE
AL. DRIP EDGE
OVER ICE & WATER BARRIER /
ALUMIN. GUTTER
S
SOFFITT VENT
1x TRIM
SIDING
TYP. WALL
ICAL EAVE DETAIL
SCALE 1-1/2" = 1'-13"
i
NEW FIRST FLOOR PLAN
LEGEND
C—:] EXISTING WALL CONSTRUCTION TO REMAIN
® NEW WALL CONSTRUCTION
®SMOKE DETECTOR—
CARBON MONOXIDE DETECTOR
o,
REVIEWED FOR BUILDING AND 00:1"F;G CCDE COPAPLI-
A PLI ERRORG OR O',pP,1IS"O`! S DO NOT RELIEVE THE
APP! COMPLIANCE
FROM THE RcSPOIJSiBILIiY0F'
COMPLIANCE. AS BU,IT"
DATE:I`
BUILDIN O, rICIAL
Copy
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DWG. NO.:
"TYVEK" HOUSEWRAP
1/2- PLYWOOD
2x4 ® 16" O.C.
SPRAY—FOAM INSUL.
6 MIL. POLY VAPOR BARRIER —
1'/2" G.W.B.
3/4" T&G PLYWD. SUBFLOOR
GLUE & NAIL TO JOISTS
(MATCH EXIST.—FIELD VERIFY)
SIDING SEE ELEVATION
RIM JOIST OR DBL. PERIMETER
2x6 P.T. SILL
SILL SEALER
5/8" ANCHOR BOLTS ® 48" O.C.
MIN. 7" EMBEDMENT
w/3"x3"x1/4" PLATE WASHER
FILL & TAMP 5' OUT FOR
1"T. SLOPE: PROVIDE
12"/FBED OF 1" STONE
WHERE NO GUTTERS
OPTIONAL REBAR —
95% COMPACTION READ.
DAMPROOFING
DICAL SILL DETAIL
SCALE 1-1/2" = 1'-0"
SCALE: N.T.S.
TI
TER m 16" O.C.
oA ® EA. RAFTER
TOP PLATE
BEAM & STRAP
s�.
LSTA ® EA. RAFTER
21"
END
DISTANCE
o
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RIDGE BEAM
l
NOTE:
RIDGE STRAPS ARE NOT REQUIRED
WHEN COLLAR TIES OF NOMINAL 1x6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
SIMPSON
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RAFTER VENT -
WHERE INSUL.
R-38 INSUL
2x10 RAFTERS ,
DICAL RIDGE
SCALE 1-1/2" = 1'-O"
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15# FELT PAPER -
5/8" CDX PLYWOOD
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WHERE INSUL.
R-38 INSUL
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DICAL RIDGE
SCALE 1-1/2" = 1'-O"
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NOV 12 2019
YARMOUTH
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NOV 13 2019
TOWN CLORK
SOUTH YARMOUTH, MA
CONC. FTN'
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11 I I I I I I I I 1 I I� NEW
FND. WALLS PROD. NO.
EX'ST.-/ I I I I EXIST. I I I I 72" DIAM. 12" DIAM. I I
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FND. WALLS PROD. NO.
EX'ST.-/ I I I I EXIST. I I I I 72" DIAM. 12" DIAM. I I
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TYPICAL SLAB & FOOTING
/ SCALE 1-1/2" = l' -O"
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONIC.
REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 3)#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/OPTIONAL REBAR
KEYWAY.
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8-X12- ANCHOR
BOLTS 0 4'-0" O.C. MAX.(FIELD VERIFY WITH CONTRACTOR)
2. STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/8" CAP. PLATE
& 7"02%3/4" BASE PLATE W/ 2 ®3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. WHERE NOTED (OPTIONAL REBAR).
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS: BLOCK. 0 PERP. WALL'S..
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES 3' max..
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN -
4'-0" MINIMUM COVER.
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
n SIMPSON
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SCALE: N.T.S.
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EXIST.
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EXIST 2x10 FLOOR JOIST s 016" o.c.
EXIST.
DINING RM.
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EXIST. FULL
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W 06U Q pp
T.O.PLATE REV. NO.
—�
NEW I i NEW WALL CONST. DATE:,
SUNROOM R-19 BATT INSUL _
2x6 0 16" O.C.
b--1/2" COX. SHEATHING a0
1/2- GWB n o ■ ■
VAPOR BARRIER W
-3/4" T & G PLYWOOD TYVEK HOUSEWRAP
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I I SONOTUBE L J14
I I I PROJ. NO.
NEW 8" CONCRETE
rhI
I FOUNDATION WALLS
---------------
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- ______________ 219-915
---------_ �_1
L --J _J L --.J L_—_J L—_J
NEW 10• x
CONIC. FOOTINGS DWG. - NO.:
NG -
(KEYED)
14'-0"
BIT.
JT. FILLER,
TOP
OFF W1 FLEXIBLE
JOINT SEALANT
DO NOT BACKFILL WALL
UNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH
" `. :', ";,
-
WWF 6X6 6/6, TOP 1" CLEAR
AND BOTH TOP & BOTTOM
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OF WALL ARE PROPERLY
d, `
SERCURED.
IIII—IIII
4" CONC. SLAB/10 MIL. V.B.
a
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4
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LOAM. TCGCTkT OR ORGARF: RATFRfIL NMW 0CMWx7
RO® My IF OOm"T COROR90m IRC CFCOOFTffitRD.
TYPICAL SLAB & FOOTING
/ SCALE 1-1/2" = l' -O"
BASEMENT NOTES:
1. MAIN FOUNDATION WALLS TO BE 8" POURED CONIC.
REST FOUNDATION ON 10"X20" STRIP FOOTING.
PROVIDE 3)#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/OPTIONAL REBAR
KEYWAY.
3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8-X12- ANCHOR
BOLTS 0 4'-0" O.C. MAX.(FIELD VERIFY WITH CONTRACTOR)
2. STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/8" CAP. PLATE
& 7"02%3/4" BASE PLATE W/ 2 ®3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY. WHERE NOTED (OPTIONAL REBAR).
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS: BLOCK. 0 PERP. WALL'S..
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES 3' max..
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN -
4'-0" MINIMUM COVER.
7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
n SIMPSON
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SCALE: N.T.S.
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12
EXIST.
EXIST.
BED ROOM
EXIST 2x10 FLOOR JOIST s 016" o.c.
EXIST.
DINING RM.
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T.O.PLATE REV. NO.
—�
NEW I i NEW WALL CONST. DATE:,
SUNROOM R-19 BATT INSUL _
2x6 0 16" O.C.
b--1/2" COX. SHEATHING a0
1/2- GWB n o ■ ■
VAPOR BARRIER W
-3/4" T & G PLYWOOD TYVEK HOUSEWRAP
SUBFLOOR- GLUED & NAILEDSIDING (SEE ELEVS.)
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L—' __
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NEW CRAWL
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---------_ �_1
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CONIC. FOOTINGS DWG. - NO.:
NG -
(KEYED)
14'-0"
A I
A4
14'-0"
(NEW ADDITION)
TIP. 8" CONCRETE
6 7'-0" - 7'-0" - FOUNDATION WALLS
A4 TYP. 10" x 20"
AND. CONC. FOOTINGS
/ r-- - 2817 ------- (KEYED)
I
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13 -0" n
2817 I NEW 3" x .3
PLATE WASHER -
5/8 -ANCHOR BOLT
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36" DIAM. CORRUGATEDI I I i
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BELOW BEDROOM AV
NEW ROOF FRAMING PLAN
SCALE: 1 j . 1'-0"
NOTE: ALL NEW ROOFRAFTERS TO BE
2 x 10's ® 16 o.c. UNLESS
OTHERWISE NOED
A
A4
(NEW ADDITION)
I
NEW FLOOR FRAMING PLAN
SCALE: 1/4"= V-0"
ALUMINUM FLASHING —
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