HomeMy WebLinkAbout41 Jersuha Ln planSTAIR NOTES:
BASED ON 9'-6" FOUNDATION WALL IF TALLER WALL
USED FRO DESIGN. IF TALLER WALL <10'-0"
1) GARAGE TO BASEMENT
(4) 2x12 STRINGERS. 2x8 LANDING
j PINE TREADS STAINED + J" PAINTED
1 x12 PVC SKIRT HOUSE WALL
HANDRAIL HOUSE SIDE
2) GARAGE TO ATTIC LANDING
(4) 2x12 STRINGERS
j PINE TREADS STAINED + J" PAINTED
102 PVC SKIRT BOTH SIDES
HANDRAIL HOUSE SIDE
3) ATTIC LANDING TO ATTIC (2) RUNS
(4) 2x12 STRINGERS.
j PINE TREADS STAINED + J" PAINTED
NOTE 12" TREADS SHALLOW RISERS
PVC SKIRT HOUSE OPTIONAL
HANDRAIL ONE SIDE
4) GARAGE TO HOUSE (1) RUN
(4) 2x12 STRINGERS.
j PINE TREADS STAINED + J" PAINTED
NOTE 12" TREADS SHALLOW RISERS
1x12 PVC SKIRT BOTH SIDES
HANDRAIL BOTH SIDE
RISERS
RISERS
RISERS
RISERS
KITCHEN NOTES:
1) FINAL DESIGN BY 2) DESIGN BASICS
A) ALL WOOD CONSTRUCTION
B) ALL DOORS SOFT SELF CLOSING
C) ALL SHELVES IN BASE CABINETS ARE TRAYS
D) CORNER UNITS CUSTOM PULL OUT TRAYS
BATH NOTES:
1) CABINETS BY G.C. & OWNER
2) PROPOSED BATH
2" FILLER, 18" DRAWER 42" BASE
3) PROPOSED MASTER BATH
1" FILLER+ 30" BASE, 24" DRAWER, 30" BASE+1" FILLER
GENERAL PLUMBING:
1) BASEMENT WASTE LINES KEEP AS HIGH AS
POSSIBLE BASED ON INVENTS OF NEW SEPTIC
SYSTEM. IF ACROSS BASEMENT FRONT/BACK VERIFY
IF 3" WASTE CAN FOLLOW PORCH/MBR WALL
ABOVE 8'-0" A.F.F. CONSULT G.C. & OWNER BEFORE
INSTALLATION. VERIFY HVAC DUCT PLACEMENT
2) PROVIDE REFRIGERATOR COLD WATER TO WALL
HUB. PROVIDE SHUT OFF BELOW OR IN CLOSET
BEHIND.
3) PROVIDE FROST PROOF SILL COCKS NEAR THE (3)
HOUSE EXTERIOR DOORS.
4) VERIFY W/ OWNER IF UNDER SLAB SILL COCK IS
REQUIRED ON GARAGE DOOR WALL. IF SO PROVIDE
INSULATED UNDER SLAB COLD WATER W/ SHUT OFF
/DRAIN AS REQUIRED.
5) VERIFY W. OWNER IF MOP SINK IS WANTED IN GARAGE.
IF REQUIRED PROVIDE WASTE LINE AND INSULATED HOT
& COLD WATER LINE WITH SHUT OFFS/DRAINS
6) BATH FLOORS TO HAVE HEATING COILS COORDINATE W/
ELECTRICIAN FOR INSTALLATION PREOTECTION/REQUIREMENT
BASEMENT VENTILATION NOTE::
BASEMENT TO BE USED FOR LIMITED HABITAL
SPACE. MECHANICAL CONTRACTOR TO SIZE
EQUIPTMENT AND PROVIDE ZONE FOR HAVC AND
AIR CIRCULATION PER APPLICABLE CODES.
11'-6"
31'-5"
12'-11"
7'-0"
5'-0"
0 BILCO
2846 2846
6'-2j„ I 10-8 I 8'-9" 1 7'-4" I 2' 0" 10'-4" 2'-10„
80'-5"
FLOOR PLAN
SCALE: 1 /4" = 1'-0"
0
i
N
Lo
I
N
ro
N I
4x12" LEDGE
I
N
0
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RECEIVED
JUN 2 2 2023
HEALTH DEPT.
ZH OF M4Ss9cyG
THOMAS M. cn
CALLERY
CIVIL v
No. 33440
9 O Q
A90� �G/STEPS
SS/ONAL ENS'
__ - - -- - - -- - GRADE 13.00 �� i 5-0" ...,
3'-11" UNIT Or 110NAL
HOUSE T.O.W. 15.5 U.N.O GRADE 14.00 RETAINING TOP WALL I STONE STEP
HOUSE TOP SLAB 8.0 U.N.O A=14.00 B=13.33 I } 2.17
SLABS 4" W/ 6x6 1.4x1.4 W.W.M. GRADE - - - 32,00
-
SLAB MAX SECTION 800 S.F. A=13.86 B=13.00 �0+t '� I GRADE
----------------- i
31' - 8y2" t
GRADE 14.00 G� �
I I
" 2x4 x 10" P.TlT.O.W. 12.67 `V
24-0 " 2,-2„ CORNER BLOCK
WALL 14.1,41'WE-4�2f I I I I GRADE 12.00 L
1" RIGID`'-�`-ALL 2x & BOTTOMa o 24" PLYW40D P.T. - - - - - `�`I I 6"MIN
.O.. 13_7 BOLT SILL W/1/2"3'-6- - ---- �A I I ( IGRADE 13.5 ( T.O.W. 14.75 I . I QUICK BOLTS OR= o fl I I I T.O.W. 13.00
}O'-0" LOW WALL GRADE 13.75 I T.O.S. 14.10 8 i io ( ❑ ___. - - - - - - - - - L { TOP KNEE WALL (TKW) 15.5
- - - - - - - - `� -I I 4"x4" DEEP LEDGE J r SET IN" FLUSH PLYWOOD
N ---- --- o- ao A � ( GRADE <=14.5-----------------.-.-- -- - I �) GRADE 12.00
❑ T.O.W. 15.50 ; Q
fl _ _ _ -
{ -_ --_ --1- -- I o 0 o a
14.35 4.75 T.O.S. 14.10 Q Q ❑ - J
N6=8D NAIL 6" 0. I i ❑ (1)X + (2)J�10.52 T.O.F. �10.83 T.O.F. - --_J-- -----------
STAGGER ROWS NN i (TOP OF FOOTING) 13.77 I-N - - - - - - I �� T.Q.W. 11.50
Ns
i CHIMNEY DROPPED USE
N6 I TYPICAL OPENING FRM: i
I { o � -� I I I � 2/Sx� 20 MIN / I I 4" BRICK FACE &
i (2) SPF J + (2) P.T. 5YP o o WEATHER STRIP' z
r2 { JACKS TO SLAB QUICK BOLT
(J I 6" BLOCK TO 15.5
'- TO FOUNDATION WALL I t_n I N I 2x6 C� 16" O.C. / I I 1\\--ALT 8x8 FLUE FOR co
WALL. P.T. SHOE �A"-' = [ I FUTURE
I n { { { I ( FIRE CODE EACH is I I I
{ ( SIDE LEVEL 4 FINISH
to I o { o o { ~ I I I I { -� R21 FACED FIBERGLA S ;;� 3'O_0" BELOWx I ; {
TOP 6x6x5/16 GAL ~ z 1'-6'{ { 2'-8 I I - J
3 { ANGLE 13.5 ( I 1 _6»
I C?
o -
I 11'-3 RF+FL OK
INuir
N
J
I 14.35 ( I { { Ij i I�uio
N6 ,�� I 6x6 P.T+2x6 oI cV i iallo I I tI1 P.T. POST -- - - 2x12 p C-7
-
`n BELOW 6„N
iI
El❑
3816+ 000
N - 4455 L--
N6 I TOP 6x6x5/16 GAL 13.7 r, I F I
b {
I ANGLE 13.50
- - '� ,.� ( { { { I G2 11' 6" () 1"x9" LVL
FINISH WALL ALIGN I a
W/CAMFER. USE J I I { ! I I ( G3 33'-0 (3) 1"x9" LVL (FOOT 12>251 #)
I "> STRIP BOTTOM B.S. f 12' -0' { {
I
wr/
T.O.W. 1
{ m
p I
I I 14.1Q i `N { z) N TAR COAT
{ " PITCH t ' FT I T.O.S. I { �j� 1'� t�, AA QI GARAGE FACE
{ � t26 5 � t OOIVI i
(3) WALLS T(
N I I II G1 15'-2" (3) 1 j"x7 J" LVL i OR t13.00
I
1 3 I I 4 2x6 SYP CONTINUOUS
o f 13.77LEDGE I { I i PLUMBER TO FURNISH 1 () i
�10,52 T.O.F. 14.10 WALL I ( { AND INSTALL EJECTOR 2'- 6" 1 _r„ ❑
N6 (TOP OF FOTING) 1" RIGID 14.35 '-4" PUMP AND ROUGH PLUMBI! 2'-0, 7°-0" J
o I FOR (3) PIECE BATH I
� I I 14.35 - 14.35 - - - - -` - - � LL
`° ---- -_ -- - ----------- a o { 0 5070# 101 -❑ ❑
I a o
N _ - 04
-
GRADE 13.5 - - SLAB OVER ( ❑ STOCK 24Wx16" MIN T.O.W. 13.00
T.O.S. 13.837 -N ( MINIMUM BY { { TOP KNEE WALL (TKW) 15.5
I FOUNDATION CONT. �[) SET IN r FLUSH PLYWOOD
GRADE 13.75 i i { DROP MIN 6" DECK 16.80' 2I - - GRADE 12.00
z I L_----- ---r-----�------- �r�---_----F, -1 �---- � + i� I
T.O.W.15.5 HOUSE p ID 0 ❑ o I
3'-5" {
GRADE 14.00 i { 4'_7j"
� ca
TYP AREA WAY: t° TOP FINISHED MASONRY 76.304 I { zI
12" CONCRETE HEADER W/ (2)#5 I f
I 2" BLUESTONE PAVING to ❑ I I QI
4'-7 J" M.O. HEIGHT MINIMUM tQ O.F.11.00 4"x4" DEEP LEDGE 4" CONCRETE SLAB W/ 6x6 1,4x1.4 I I El
FRAME W/2x10 PT + 2X6" P.T. I l
WINDOW ANDERSEN CW14 EGRESS
2'-5" x 4'-0 �' R.O.
_._------------__..------ li
T.O.W.14.42 FINISHED GRADE 14.00 I d ❑ 1 -
T.O.F. 11.00 --- -----
L - , - - - - - - RETAINING TOP 14.5
19'-6" STOCK 24Wx16" MIN T.0_W_ 15.50 _� _ GRADE 12.00 THIS SIDE
MINIMUM BY GRADE 14.0'U
21'- 3 8'-8�" 30' BAY 3'-0" FOUNDATION CONT. 8'--0"
13'-2- M.O.1 2'-9 I I DROP MIN 6"
, 16 -0"
16.86 SUJ3-ELQDR.,- - - --
N
I
15,50 T Q.ZL - r
0
f
GRADE PER PLANS N
TAR COAT WALLS
WALLS 12" BELOW
GRADE. VERIFY W/
G.C. TO PREVENT ANY
EXPOSURE ABOVE j
GRADE
NOTE WITH SITE ENGINEERS
APPROVAL (2) 3 DIA DRAIN
PIPES MAYBE BE USED.
COVER STONE W/
SILT CLOTH.
4" PERFORATED
DRAIN
PER SITE ENG.
4" PERFORATED a
DRAIN
2'-0" j
31'-5"
HOUSE NOTES:
1) SILLS (2) 2x8 P.T. INSTALL
ON SILL SEALER. IF LOWER BOLTED WITH
2ND OVER USE 3" SOS SCREWS @ 16"
O.C. & (2) 6" FROM CORNERS AND ENDS.
2) EXTERIOR WALLS 2x6 16" O.C.
3) ALL OTHER WALLS 2x4 ® 16" Q.C. U.N.O.
4) FINISH ALL WALLS W/ 4" TYPE X VERIFY
IF PLASTER LEVEL 5 5) FINISH CEILING W/ J" TYPE X (ATTIC
ABOVE) VERIFY IF PLASTER LEVEL 5
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECESS TO TRAT11C FINISH WAU
AND CEILING W/ J" TYPE X
-11 J" TJI 220
(2) 2x8 P.T. SILL ON SILL SEALER
VERTICAL REBAR 3" MIN CLEAR
#4 HORIZONTAL @ MID POINT
TYPICAL HOUSE SLAB:
1) 4 3000 PSI CONCRETE
2) 6x6 4.1 x4.1 M.M.M.
3) 6 MILL POLYETHYLENE
4) 4" COMPACTED GRAVEL
5) SAW CUT SLAB PER PLAN
(3) #4 CONTINUOUS
T.O.S. 8.(
HOUSE
T.O.F. 7.f
HOUSE
T.O.W.16.14 L- - W.W.M - -
B.O.L.115.80
I t - - - (3) 2"x? BLUESTONE TREADS ❑
O N 4"x4" DEEP LEDGE v , I o
� B.O.L 14.0$ (4) R®7" ADDED MASONR BY - { { T.O.W. 13.00
I ----__STONE MASON - - - - - - - { - - - - - - TOP KNEE WALL (TKW) 15.5
r� L - - - - - - __ - IV SET IN 1" FLUSH PLYWOOD
GRADE 12 00
HOUSE DECK
16.80 -
(2) #4 CONTINUOUS
T.O.W. I- 13.5 ® O.H.
0
i
8"
T.O.F. 10.52
1'-4"
GARAGE NOTES: 1
1) ALL SILLS 2x3 P.T. !INSTALL
ON SILL SEALER
2) OVERHEAD D)OR WALL 2x6 16: O.C.
3) ALL OTHEF WALLS 2x4 ® 16" O.C.
4) FINISH ALL 'HALLS W/ J" TYPE X
5) FINISH CEI-IhG W/ r TYPE X
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECF3S TO TRATTIC FINISH WALLS
AND CEILING W/ �' TYPE X
VERTICAL REBAR 3" MIN CLEAR
(2) #4 CONTINUOUS
DRAIN & STONE
SEE #4 TYP
#4 GARAGE WALL
REVISED SEE S1.0
#3 EGRESS WALL
SCALE: 1/2" = 1'-0"
SCALE: 1/2' =
TYPICAL GARAGE SLAB & APRON:
1) 4" 3000 PSI CONCRETE
2) AIR ENTRAIN CONCRETE 5% TO 7%
3) 6x6 2.1x2.1 W.W.M.
4) 6 MILL POLYETHYLENE
5) 4" COMPACTED GRAVEL
6) SAW CUT PER PLAN, ALTERNATE
POURS SLAB IN TWO SECTION W/
SLAB KEYWAY
2x6 P.T. TRACK BACKER
NOTCH OVER WALL
BOTTOM. LINE (3) SIDES
(2) 2x6 P.T. JAMB TO
SLAB
PITCH SLAB 2"
6x6xi" GAL ANGLE
LAP WALL 6" AND E30LT
CDR 13.50
�cv o
TIE GARAGE DRAIN
INTO HOUSE DRAIN
COVER STONE W/
SILT CLOTH.
CRUSHED STONE
PER SITE ENG.
4" PERFORATED ,
DRAIN
1'-4"
##5 GARAGE DOOR
SCALE: 1/2" = 1'-0"
DRAIN & STI
SEE #4 TYP
#1 SECTION GARAGE STAIR
SCALE: 1/2" = }'-O"
TAR COAT BI,
& WEST WALI
##6 GARAGE HINGED DOORS
SCALE: 1/2" = 1 -0"
KEVIN FAIR
100 HOMERS DOCK ROAD
YARMOUTHPORT, MA
1-603-759-0720
Q)b &ATION
WAYNE & DOREEN McNEIL
41 JERUSHA AVENUE
WEST YARMOUTH, MA
RECEIVE,)
JUN z 103
HEALTH L7`pT'
#7 SECTION BILCO O
SCALE: 1/2" = 1'-0"
L
��.�(✓i ► �� lJ�� ���1 of ly,Qs
oa ti
THOMAS
z CALLER Y m+
o CIVIL v
No. 33440
Ada 1ST�R����.�'Q
FSS10NAL
DRAWN BY: PCB SCALE 1 /4" = 1'-°" FOUNDATION FOUNDATION DETAILS
CONSTRUCTION 06/20/2021
REISSUED FINAL 01/28/22
SITE CHANGES; UPDATED 041 /18/22 Al
` 2
#2 HOUSE WALL
SCALE: 1/2" = 1'-O"
__ - - -- - - -- - GRADE 13.00 �� i 5-0" ...,
3'-11" UNIT Or 110NAL
HOUSE T.O.W. 15.5 U.N.O GRADE 14.00 RETAINING TOP WALL I STONE STEP
HOUSE TOP SLAB 8.0 U.N.O A=14.00 B=13.33 I } 2.17
SLABS 4" W/ 6x6 1.4x1.4 W.W.M. GRADE - - - 32,00
-
SLAB MAX SECTION 800 S.F. A=13.86 B=13.00 �0+t '� I GRADE
----------------- i
31' - 8y2" t
GRADE 14.00 G� �
I I
" 2x4 x 10" P.TlT.O.W. 12.67 `V
24-0 " 2,-2„ CORNER BLOCK
WALL 14.1,41'WE-4�2f I I I I GRADE 12.00 L
1" RIGID`'-�`-ALL 2x & BOTTOMa o 24" PLYW40D P.T. - - - - - `�`I I 6"MIN
.O.. 13_7 BOLT SILL W/1/2"3'-6- - ---- �A I I ( IGRADE 13.5 ( T.O.W. 14.75 I . I QUICK BOLTS OR= o fl I I I T.O.W. 13.00
}O'-0" LOW WALL GRADE 13.75 I T.O.S. 14.10 8 i io ( ❑ ___. - - - - - - - - - L { TOP KNEE WALL (TKW) 15.5
- - - - - - - - `� -I I 4"x4" DEEP LEDGE J r SET IN" FLUSH PLYWOOD
N ---- --- o- ao A � ( GRADE <=14.5-----------------.-.-- -- - I �) GRADE 12.00
❑ T.O.W. 15.50 ; Q
fl _ _ _ -
{ -_ --_ --1- -- I o 0 o a
14.35 4.75 T.O.S. 14.10 Q Q ❑ - J
N6=8D NAIL 6" 0. I i ❑ (1)X + (2)J�10.52 T.O.F. �10.83 T.O.F. - --_J-- -----------
STAGGER ROWS NN i (TOP OF FOOTING) 13.77 I-N - - - - - - I �� T.Q.W. 11.50
Ns
i CHIMNEY DROPPED USE
N6 I TYPICAL OPENING FRM: i
I { o � -� I I I � 2/Sx� 20 MIN / I I 4" BRICK FACE &
i (2) SPF J + (2) P.T. 5YP o o WEATHER STRIP' z
r2 { JACKS TO SLAB QUICK BOLT
(J I 6" BLOCK TO 15.5
'- TO FOUNDATION WALL I t_n I N I 2x6 C� 16" O.C. / I I 1\\--ALT 8x8 FLUE FOR co
WALL. P.T. SHOE �A"-' = [ I FUTURE
I n { { { I ( FIRE CODE EACH is I I I
{ ( SIDE LEVEL 4 FINISH
to I o { o o { ~ I I I I { -� R21 FACED FIBERGLA S ;;� 3'O_0" BELOWx I ; {
TOP 6x6x5/16 GAL ~ z 1'-6'{ { 2'-8 I I - J
3 { ANGLE 13.5 ( I 1 _6»
I C?
o -
I 11'-3 RF+FL OK
INuir
N
J
I 14.35 ( I { { Ij i I�uio
N6 ,�� I 6x6 P.T+2x6 oI cV i iallo I I tI1 P.T. POST -- - - 2x12 p C-7
-
`n BELOW 6„N
iI
El❑
3816+ 000
N - 4455 L--
N6 I TOP 6x6x5/16 GAL 13.7 r, I F I
b {
I ANGLE 13.50
- - '� ,.� ( { { { I G2 11' 6" () 1"x9" LVL
FINISH WALL ALIGN I a
W/CAMFER. USE J I I { ! I I ( G3 33'-0 (3) 1"x9" LVL (FOOT 12>251 #)
I "> STRIP BOTTOM B.S. f 12' -0' { {
I
wr/
T.O.W. 1
{ m
p I
I I 14.1Q i `N { z) N TAR COAT
{ " PITCH t ' FT I T.O.S. I { �j� 1'� t�, AA QI GARAGE FACE
{ � t26 5 � t OOIVI i
(3) WALLS T(
N I I II G1 15'-2" (3) 1 j"x7 J" LVL i OR t13.00
I
1 3 I I 4 2x6 SYP CONTINUOUS
o f 13.77LEDGE I { I i PLUMBER TO FURNISH 1 () i
�10,52 T.O.F. 14.10 WALL I ( { AND INSTALL EJECTOR 2'- 6" 1 _r„ ❑
N6 (TOP OF FOTING) 1" RIGID 14.35 '-4" PUMP AND ROUGH PLUMBI! 2'-0, 7°-0" J
o I FOR (3) PIECE BATH I
� I I 14.35 - 14.35 - - - - -` - - � LL
`° ---- -_ -- - ----------- a o { 0 5070# 101 -❑ ❑
I a o
N _ - 04
-
GRADE 13.5 - - SLAB OVER ( ❑ STOCK 24Wx16" MIN T.O.W. 13.00
T.O.S. 13.837 -N ( MINIMUM BY { { TOP KNEE WALL (TKW) 15.5
I FOUNDATION CONT. �[) SET IN r FLUSH PLYWOOD
GRADE 13.75 i i { DROP MIN 6" DECK 16.80' 2I - - GRADE 12.00
z I L_----- ---r-----�------- �r�---_----F, -1 �---- � + i� I
T.O.W.15.5 HOUSE p ID 0 ❑ o I
3'-5" {
GRADE 14.00 i { 4'_7j"
� ca
TYP AREA WAY: t° TOP FINISHED MASONRY 76.304 I { zI
12" CONCRETE HEADER W/ (2)#5 I f
I 2" BLUESTONE PAVING to ❑ I I QI
4'-7 J" M.O. HEIGHT MINIMUM tQ O.F.11.00 4"x4" DEEP LEDGE 4" CONCRETE SLAB W/ 6x6 1,4x1.4 I I El
FRAME W/2x10 PT + 2X6" P.T. I l
WINDOW ANDERSEN CW14 EGRESS
2'-5" x 4'-0 �' R.O.
_._------------__..------ li
T.O.W.14.42 FINISHED GRADE 14.00 I d ❑ 1 -
T.O.F. 11.00 --- -----
L - , - - - - - - RETAINING TOP 14.5
19'-6" STOCK 24Wx16" MIN T.0_W_ 15.50 _� _ GRADE 12.00 THIS SIDE
MINIMUM BY GRADE 14.0'U
21'- 3 8'-8�" 30' BAY 3'-0" FOUNDATION CONT. 8'--0"
13'-2- M.O.1 2'-9 I I DROP MIN 6"
, 16 -0"
16.86 SUJ3-ELQDR.,- - - --
N
I
15,50 T Q.ZL - r
0
f
GRADE PER PLANS N
TAR COAT WALLS
WALLS 12" BELOW
GRADE. VERIFY W/
G.C. TO PREVENT ANY
EXPOSURE ABOVE j
GRADE
NOTE WITH SITE ENGINEERS
APPROVAL (2) 3 DIA DRAIN
PIPES MAYBE BE USED.
COVER STONE W/
SILT CLOTH.
4" PERFORATED
DRAIN
PER SITE ENG.
4" PERFORATED a
DRAIN
2'-0" j
31'-5"
HOUSE NOTES:
1) SILLS (2) 2x8 P.T. INSTALL
ON SILL SEALER. IF LOWER BOLTED WITH
2ND OVER USE 3" SOS SCREWS @ 16"
O.C. & (2) 6" FROM CORNERS AND ENDS.
2) EXTERIOR WALLS 2x6 16" O.C.
3) ALL OTHER WALLS 2x4 ® 16" Q.C. U.N.O.
4) FINISH ALL WALLS W/ 4" TYPE X VERIFY
IF PLASTER LEVEL 5 5) FINISH CEILING W/ J" TYPE X (ATTIC
ABOVE) VERIFY IF PLASTER LEVEL 5
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECESS TO TRAT11C FINISH WAU
AND CEILING W/ J" TYPE X
-11 J" TJI 220
(2) 2x8 P.T. SILL ON SILL SEALER
VERTICAL REBAR 3" MIN CLEAR
#4 HORIZONTAL @ MID POINT
TYPICAL HOUSE SLAB:
1) 4 3000 PSI CONCRETE
2) 6x6 4.1 x4.1 M.M.M.
3) 6 MILL POLYETHYLENE
4) 4" COMPACTED GRAVEL
5) SAW CUT SLAB PER PLAN
(3) #4 CONTINUOUS
T.O.S. 8.(
HOUSE
T.O.F. 7.f
HOUSE
T.O.W.16.14 L- - W.W.M - -
B.O.L.115.80
I t - - - (3) 2"x? BLUESTONE TREADS ❑
O N 4"x4" DEEP LEDGE v , I o
� B.O.L 14.0$ (4) R®7" ADDED MASONR BY - { { T.O.W. 13.00
I ----__STONE MASON - - - - - - - { - - - - - - TOP KNEE WALL (TKW) 15.5
r� L - - - - - - __ - IV SET IN 1" FLUSH PLYWOOD
GRADE 12 00
HOUSE DECK
16.80 -
(2) #4 CONTINUOUS
T.O.W. I- 13.5 ® O.H.
0
i
8"
T.O.F. 10.52
1'-4"
GARAGE NOTES: 1
1) ALL SILLS 2x3 P.T. !INSTALL
ON SILL SEALER
2) OVERHEAD D)OR WALL 2x6 16: O.C.
3) ALL OTHEF WALLS 2x4 ® 16" O.C.
4) FINISH ALL 'HALLS W/ J" TYPE X
5) FINISH CEI-IhG W/ r TYPE X
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECF3S TO TRATTIC FINISH WALLS
AND CEILING W/ �' TYPE X
VERTICAL REBAR 3" MIN CLEAR
(2) #4 CONTINUOUS
DRAIN & STONE
SEE #4 TYP
#4 GARAGE WALL
REVISED SEE S1.0
#3 EGRESS WALL
SCALE: 1/2" = 1'-0"
SCALE: 1/2' =
TYPICAL GARAGE SLAB & APRON:
1) 4" 3000 PSI CONCRETE
2) AIR ENTRAIN CONCRETE 5% TO 7%
3) 6x6 2.1x2.1 W.W.M.
4) 6 MILL POLYETHYLENE
5) 4" COMPACTED GRAVEL
6) SAW CUT PER PLAN, ALTERNATE
POURS SLAB IN TWO SECTION W/
SLAB KEYWAY
2x6 P.T. TRACK BACKER
NOTCH OVER WALL
BOTTOM. LINE (3) SIDES
(2) 2x6 P.T. JAMB TO
SLAB
PITCH SLAB 2"
6x6xi" GAL ANGLE
LAP WALL 6" AND E30LT
CDR 13.50
�cv o
TIE GARAGE DRAIN
INTO HOUSE DRAIN
COVER STONE W/
SILT CLOTH.
CRUSHED STONE
PER SITE ENG.
4" PERFORATED ,
DRAIN
1'-4"
##5 GARAGE DOOR
SCALE: 1/2" = 1'-0"
DRAIN & STI
SEE #4 TYP
#1 SECTION GARAGE STAIR
SCALE: 1/2" = }'-O"
TAR COAT BI,
& WEST WALI
##6 GARAGE HINGED DOORS
SCALE: 1/2" = 1 -0"
KEVIN FAIR
100 HOMERS DOCK ROAD
YARMOUTHPORT, MA
1-603-759-0720
Q)b &ATION
WAYNE & DOREEN McNEIL
41 JERUSHA AVENUE
WEST YARMOUTH, MA
RECEIVE,)
JUN z 103
HEALTH L7`pT'
#7 SECTION BILCO O
SCALE: 1/2" = 1'-0"
L
��.�(✓i ► �� lJ�� ���1 of ly,Qs
oa ti
THOMAS
z CALLER Y m+
o CIVIL v
No. 33440
Ada 1ST�R����.�'Q
FSS10NAL
DRAWN BY: PCB SCALE 1 /4" = 1'-°" FOUNDATION FOUNDATION DETAILS
CONSTRUCTION 06/20/2021
REISSUED FINAL 01/28/22
SITE CHANGES; UPDATED 041 /18/22 Al
` 2
#2 HOUSE WALL
SCALE: 1/2" = 1'-O"
24'-0"
GRADE 13.00 ; 5'-0"
RETAINING TOP WALL �3'-11" UNIT -�- OPTIONAL
A=14.00 B=13.33 , STONE STEP
GRADE - - - i 2.17
A=13.86 B=13.00 �01, !r - I _ GR,1,nF 19 00
GRADE 14.00 "� 1
,
2x4 x 10" P.T
CORNER BLOCK `, I I !
WALL 14.10 2 -2 ! m
• - - -- ALL 2x & BOTTOM I I ! I I I GRADE 12.00
1 RIGID -
El o 0 24" PLYWOOD P.T. ;! ; I I I
GRADE 13.5 =N 1 T.O.W. 13.7----------- �]
o BOLT SILL W/1 /2" 3,_6 6" MIN
� 1 � T.O.W. 14.75 '' A I I
10'-0" LOW WALL 1 8„ 1 cc QUICK BOLTS OR= p o I I fl I T.O.W. 13.00
GRADE 13.75 - - ;.y I T.O.S. 14.10 I xEl
- - -
_ _ _ _ --- I 4"x4" DEEP LEDGE 10 I - - - - - - - L I TOP KNEE WALL (TKW) 15.5
N - - - - - I GRADE 12 00 FLUSH PLYWOOD
fl o 00 A I ( - GRADE <-14.5-----------------------� _-_- - - N) SET IN 1,. FLU
T4.35 14.75 - 14.10El o 0 0 T.O.W. 15.50 I
N6=8D NAIL 6" 0. I I CORNER: �052 T.O.S. ( p p o ° I
cN (1)X + (2)J 10.52 T.O.F. �10.83 T.O.F. - - - - - - - - - J
STAGGER ROWS N I (TOP OF FOOTING) -..._._-..-- ---------------"-----' -- ! 2, 1.
N6 13.77 (: 1 :3,-T.O.W. 11.50
31'-8%2"
HOUSE T.O.W. 15.5 U.N.O GRADE 14.00
HOUSE TOP SLAB 8.0 U.N.O
SLABS 4" W/ 66 1.41.4 W.W.M.
SLAB MAX SECTION 800 S.F.
N6
1
!
TYPICAL OPENING FIRM:-
-�
I
- I I
CHIMNEY DROPPED USE
!
(2) SPF J + (2) P.T. SYP
I
r
1 I 1
2/8xi 20 MIN
!
4" BRICK FACE &
►ri
I
JACKS TO SLAB QUICK BOLT
! o
! o
WEATHER STRIP
I
6" BLOCK TO 15.5
1
r
TO FOUNDATION WALL
�i
i
2x6 @ 16" O.C.
!
I
WALL. P.T. SHOE
I
I !
ALT 8x8 FLUE FOR
!
Q
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CODEEACH
FIRE COECISH
FUTURE
cO
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0
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=
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3'-6" !
11'-3" RF+FL OK
10'-10"
10'-11"+4"O.H. _
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13.7
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-
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ANGLE 13.50
FINISH WALL ALIGN
I7
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--� ,i I I
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6" O 1"x9 LVL
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I
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12._0••
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T.O.W. 1
i
I f I I � _ �,
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I I t26'-5" PITCH ±�'/FT T.O.S. 14.10 I I N "t �r CD I ZI TAR COAT
CN
M I QI GARAGE FACE
! I I I r G1 15'-2" (3) 1 j"x7 j" LVL I 1 ±13 0OOR
LLS T(
10.52 T.O.F. I / P�BER TO FURNISH (4) 2x6 SYP CONTINUOUS 1
13.77LEDGE I ! � I / b
Ns (TOP OF FOTtNG) 14.10 WALL I I l G l AND INSTALL EJECTOR
! 1" RIGID 14.35 '-4" ! ( PUMP AND ROUGH PLUMBING L 2 -6 _ I 7» ! !
ca 1 14.35 14.35 -- - - - - - - -- - - FOR (3) PIECE BATH 2'-p, 7 -0"
N`y I ---- q -- -� -- ---� _ - Q o I p 5070# /� �4Ov
I
GRADE 13.5 N I SLAB OVER ! I STOCK 24Wx16" MIN T- ! p �
T.O.S. 13.83 fl ! MINIMUM BY --T.O.W. 13.00
EIS
✓�j I FOUNDATION CONT. _ I ! TOP KNEE WALL (TKW) 15,5
.y GRADE 13.75 I ! � V14
I SET IN }" FLUSH PLYWOOD
t 'r. I DROP MIN 6 DECK 16.80' _ - - - - ?' - - R - _ _ I / I GRADE 12.00
I
r6'� Y. _---- - -
`, I A I.0.WA5.5 HOUSEID Ca o 14 °
3. 5'-7y2"
\ -5„
GRADE 14.00 I ! ! I 1
4'-7j" i I f 1CID
TYP AREA WAY:
12" CONCRETE HEADER W/ (2)#5 `1 ! TOP FINISHED MASONRY 16.304 ! I II zI
4'-7 J" M.O. HEIGHT MINIMUM 2" BLUESTONE PAVING
+ 2X6" P, T.
O.F.11.00 �4x4DEEP LEDGE 4CONCRETE SLAB W/ 6x6 1.4x1.El"" " 4 _ I I
FRAIAE W/2x10 F T 1
WINDOW ANDERSEN CW14 EGRE55
2'-5" x 4'-0 J" R.O. _f
B.01.115.80Ll
j
r! - - - (3) 2"x12" BLUESTONE TREADS - I I I
o N 4"x4" DEEP LEDGE (4) R*7" ADDED MASONRY BY 1
i b B.O.L 14.0$
--�-
�1 ..---.-.---STONE MasoN--- - -!
L � f
- -
- - - - - - - - - - - - - - - - - - -
T.O.W.14.42 FINISHED GRADE 14.00IEl
T.O.F. 11.00 - f
19'-6" STOCK 24Wx16" MIN _ TO-W. 15.50 -�-
30' BAY MINIMUM BY GRADE 14.0-9_
21'- 3 3 -0" FOUNDATION CONT.
15'-39" I 10'-2" 1 3'-2" M.O. 1 2 -9 I 2-------- I DROP MIN 6"
I 16,-01. { 2'-0"
33'-0"
16.86 SUBFLC�DR- - - -- - -
•-roo
I
15.50 T..O. W-
-----,
a
i
GRADE PER PLANS `N
TAR COAT WALLS
WALLS 12" BELOW
GRADE. VERIFY W/
G.C. TO PREVENT ANY
EXPOSURE ABOVE
GRADE
0
I NOTE WITH SITE ENGINEERS
APPROVAL (2) 3" DIA DRAIN
PIPES MAYBE BE USED,
COVER STONE W/
SILT CLOTH.
4" PERFORATED
4" PERFORATED
DRAIN
HOUSE NOTES:
1) SILLS (2) 2x8 P.T. INSTALL
ON SILL SEALER. IF LOWER BOLTED WITH
2ND OVER USE 3" SDS SCREWS @ 16"
O.C. & (2) 6" FROM CORNERS AND ENDS.
2) EXTERIOR WALLS 2x6 16" O.C.
3) ALL OTHER WALLS 2x4 ® 16" Q.C. U.N.O.
4) FINISH ALL WALLS W/ J" TYPE X VERIFY
IF PLASTER LEVEL 5
5) FINISH CEILING W/ J" TYPE X (ATTIC
ABOVE) VERIFY IF PLASTER LEVEL 5
6) DOORS TO TRATTIC AREAS 20 MIN RATED
CZ
7) HOUSE RECESS TO TRATTII, FINISH WALJ
AND CEILING W/ J" TYPE X
-11 J" TJI 220
(2) 2x8 P.T. SILL ON SILL SEALER
VERTICAL REBAR 3" MIN CLEAR
#4 HORIZONTAL ® MID POINT
TYPICAL HOUSE SLAB:
1) 4" 3000 PSI CONCRETE
2) 6x6 4.1x4.1 M.M.M.
3) 6 MILL POLYETHYLENE
4) 4" COMPACTED GRAVEL
5) SAW CUT SLAB PER PLAN
" � o
2'-0" I�-(3) #4 CONTINUOUS
#2 HOUSE WALL
SCALE: 1 /2" = 1'-0"
T.O.S. 8.0
HOUSE
T.O.F. 7.E
HOUSE
HOUSE DECK
16.80 -
��-
(2) #4 CONTINUOUS
T.O.W.
�- 13.5 ® O.H.
1'-4"
GARAGE NOTES: I
1) ALL SILLS 2x8 P.T. INSTALL 1
ON SILL SEALER
2) OVERHEAD DOOR WALL 2x6 16: O.C.
3) ALL OTHER WALLS 2x4 ® 16" O.C.
4) FINISH ALL WALLS W/ J" TYPE X
5) FINISH CEILING W/ J" TYPE X
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECESS TO TRATTIC FINISH WALLS
AND CEILING W/ J" TYPE X
VERTICAL REBAR 3" MIN CLEAR
(2) #4 CONTINUOUS
DRAIN & STONE
SEE #4 TYP
#4 GARAGE WALL
REVISED SEE S1.0
#3 EGRESS WALL
SCALE: 1/2" = 1'-0"
SCALE: 1/2" =
TYPICAL GARAGE SLAB & APRON:
1) 4" 3000 PSI CONCRETE
2) AIR ENTRAIN CONCRETE 5% TO 7%
3) 6x6 2.1x2.1 W.W.M.
4) 6 MILL POLYETHYLENE
5) 4" COMPACTED GRAVEL
6) SAW CUT PER PLAN. ALTERNATE
POURS SLAB IN TWO SECTION W/
SLAB KEYWAY
2x6 P.T. TRACK BACKER
NOTCH OVER WALL
BOTTOM. LINE (3) SIDES
(2) 2x6 P.T. JAMB TO
SLAB
PITCH SLAB 2"
6x6xi" GAL ANGLE
LAP WALL 6" AND BOLT
®DR 13.50
GRADE _ - --X' o
TIE GARAGE DRAIN
INTO HOUSE DRAIN
COVER STONE W/
SILT CLOTH.
CRUSHED STONE
PER SITE ENG.
4" PERFORATED
DRAIN
V-4"
#5 * GARAGE DOOR
SCALE: 1 /2" = V-O"
T.O.W. 13.00
TOP KNEE WALL (TKW) 15.5
SET IN j" FLUSH PLYWOOD
GRADE 12.00
RETAINING TOP 14.5
GRADE 12.00 THIS SIDE
DRAIN & STD
SEE #4 TYP
#1 SECTION GARAGE STAIR
SCALE: 1 /2" = 1'-0"
TAR COAT Bt
& WEST WALI
1
#6 GARAGE HINGED DOORS
SCALE: 1 /2" = 1'-0"
#7 SECTION BILCO O
SCALE: 1 /2" = 1'-0"
T..-. 1
RF. .
A THE
-JILT,
E3UOFFICAAL
N OF M QSSR0
THOMAS M. N
z CALLERY
o CIVIL n
No.33440
GIs
FSSJONAL Eat
Q -PR*76�CATION DRAWN BY: PCB SCALE 1/4" = 1'-0" FOUNDATION PLAN;
KEVIN FAIR WAYNE & DOREEN MCNEIL CONSTRUCTION 06/20/2021 FOUNDATION DETAILS
100 HOMERS DOCK ROAD 41 JERUSHA AVENUE REISSUED FINAL 01/28/22
YARMOUTHPORT, MA WEST YARMOUTH, MA SITE CHANGES; UPDATED 041/18/22 A 1
2-
1-603-759-0720
24'-0"
GRADE 13.00 ; 5'-0"
RETAINING TOP WALL �3'-11" UNIT -�- OPTIONAL
A=14.00 B=13.33 , STONE STEP
GRADE - - - i 2.17
A=13.86 B=13.00 �01, !r - I _ GR,1,nF 19 00
GRADE 14.00 "� 1
,
2x4 x 10" P.T
CORNER BLOCK `, I I !
WALL 14.10 2 -2 ! m
• - - -- ALL 2x & BOTTOM I I ! I I I GRADE 12.00
1 RIGID -
El o 0 24" PLYWOOD P.T. ;! ; I I I
GRADE 13.5 =N 1 T.O.W. 13.7----------- �]
o BOLT SILL W/1 /2" 3,_6 6" MIN
� 1 � T.O.W. 14.75 '' A I I
10'-0" LOW WALL 1 8„ 1 cc QUICK BOLTS OR= p o I I fl I T.O.W. 13.00
GRADE 13.75 - - ;.y I T.O.S. 14.10 I xEl
- - -
_ _ _ _ --- I 4"x4" DEEP LEDGE 10 I - - - - - - - L I TOP KNEE WALL (TKW) 15.5
N - - - - - I GRADE 12 00 FLUSH PLYWOOD
fl o 00 A I ( - GRADE <-14.5-----------------------� _-_- - - N) SET IN 1,. FLU
T4.35 14.75 - 14.10El o 0 0 T.O.W. 15.50 I
N6=8D NAIL 6" 0. I I CORNER: �052 T.O.S. ( p p o ° I
cN (1)X + (2)J 10.52 T.O.F. �10.83 T.O.F. - - - - - - - - - J
STAGGER ROWS N I (TOP OF FOOTING) -..._._-..-- ---------------"-----' -- ! 2, 1.
N6 13.77 (: 1 :3,-T.O.W. 11.50
31'-8%2"
HOUSE T.O.W. 15.5 U.N.O GRADE 14.00
HOUSE TOP SLAB 8.0 U.N.O
SLABS 4" W/ 66 1.41.4 W.W.M.
SLAB MAX SECTION 800 S.F.
N6
1
!
TYPICAL OPENING FIRM:-
-�
I
- I I
CHIMNEY DROPPED USE
!
(2) SPF J + (2) P.T. SYP
I
r
1 I 1
2/8xi 20 MIN
!
4" BRICK FACE &
►ri
I
JACKS TO SLAB QUICK BOLT
! o
! o
WEATHER STRIP
I
6" BLOCK TO 15.5
1
r
TO FOUNDATION WALL
�i
i
2x6 @ 16" O.C.
!
I
WALL. P.T. SHOE
I
I !
ALT 8x8 FLUE FOR
!
Q
!
!
!
CODEEACH
FIRE COECISH
FUTURE
cO
I
z
o
4
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SIDE L E A
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S
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1 /4x
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TOP 6x6x5 16 GAL
0
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in
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1 -6 I
2, 8,.
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1
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3'-0" BELOW
i
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3(
ANGLE 13.5
=
_
I
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1
1 ,
3'-6" !
11'-3" RF+FL OK
10'-10"
10'-11"+4"O.H. _
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3816+
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13.7
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-
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I
ANGLE 13.50
FINISH WALL ALIGN
I7
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--� ,i I I
to
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6" O 1"x9 LVL
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o I
!
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STRIP BOTTOM B.S.
I
f I (
12._0••
I !
T.O.W. 1
i
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n c p I
I I t26'-5" PITCH ±�'/FT T.O.S. 14.10 I I N "t �r CD I ZI TAR COAT
CN
M I QI GARAGE FACE
! I I I r G1 15'-2" (3) 1 j"x7 j" LVL I 1 ±13 0OOR
LLS T(
10.52 T.O.F. I / P�BER TO FURNISH (4) 2x6 SYP CONTINUOUS 1
13.77LEDGE I ! � I / b
Ns (TOP OF FOTtNG) 14.10 WALL I I l G l AND INSTALL EJECTOR
! 1" RIGID 14.35 '-4" ! ( PUMP AND ROUGH PLUMBING L 2 -6 _ I 7» ! !
ca 1 14.35 14.35 -- - - - - - - -- - - FOR (3) PIECE BATH 2'-p, 7 -0"
N`y I ---- q -- -� -- ---� _ - Q o I p 5070# /� �4Ov
I
GRADE 13.5 N I SLAB OVER ! I STOCK 24Wx16" MIN T- ! p �
T.O.S. 13.83 fl ! MINIMUM BY --T.O.W. 13.00
EIS
✓�j I FOUNDATION CONT. _ I ! TOP KNEE WALL (TKW) 15,5
.y GRADE 13.75 I ! � V14
I SET IN }" FLUSH PLYWOOD
t 'r. I DROP MIN 6 DECK 16.80' _ - - - - ?' - - R - _ _ I / I GRADE 12.00
I
r6'� Y. _---- - -
`, I A I.0.WA5.5 HOUSEID Ca o 14 °
3. 5'-7y2"
\ -5„
GRADE 14.00 I ! ! I 1
4'-7j" i I f 1CID
TYP AREA WAY:
12" CONCRETE HEADER W/ (2)#5 `1 ! TOP FINISHED MASONRY 16.304 ! I II zI
4'-7 J" M.O. HEIGHT MINIMUM 2" BLUESTONE PAVING
+ 2X6" P, T.
O.F.11.00 �4x4DEEP LEDGE 4CONCRETE SLAB W/ 6x6 1.4x1.El"" " 4 _ I I
FRAIAE W/2x10 F T 1
WINDOW ANDERSEN CW14 EGRE55
2'-5" x 4'-0 J" R.O. _f
B.01.115.80Ll
j
r! - - - (3) 2"x12" BLUESTONE TREADS - I I I
o N 4"x4" DEEP LEDGE (4) R*7" ADDED MASONRY BY 1
i b B.O.L 14.0$
--�-
�1 ..---.-.---STONE MasoN--- - -!
L � f
- -
- - - - - - - - - - - - - - - - - - -
T.O.W.14.42 FINISHED GRADE 14.00IEl
T.O.F. 11.00 - f
19'-6" STOCK 24Wx16" MIN _ TO-W. 15.50 -�-
30' BAY MINIMUM BY GRADE 14.0-9_
21'- 3 3 -0" FOUNDATION CONT.
15'-39" I 10'-2" 1 3'-2" M.O. 1 2 -9 I 2-------- I DROP MIN 6"
I 16,-01. { 2'-0"
33'-0"
16.86 SUBFLC�DR- - - -- - -
•-roo
I
15.50 T..O. W-
-----,
a
i
GRADE PER PLANS `N
TAR COAT WALLS
WALLS 12" BELOW
GRADE. VERIFY W/
G.C. TO PREVENT ANY
EXPOSURE ABOVE
GRADE
0
I NOTE WITH SITE ENGINEERS
APPROVAL (2) 3" DIA DRAIN
PIPES MAYBE BE USED,
COVER STONE W/
SILT CLOTH.
4" PERFORATED
4" PERFORATED
DRAIN
HOUSE NOTES:
1) SILLS (2) 2x8 P.T. INSTALL
ON SILL SEALER. IF LOWER BOLTED WITH
2ND OVER USE 3" SDS SCREWS @ 16"
O.C. & (2) 6" FROM CORNERS AND ENDS.
2) EXTERIOR WALLS 2x6 16" O.C.
3) ALL OTHER WALLS 2x4 ® 16" Q.C. U.N.O.
4) FINISH ALL WALLS W/ J" TYPE X VERIFY
IF PLASTER LEVEL 5
5) FINISH CEILING W/ J" TYPE X (ATTIC
ABOVE) VERIFY IF PLASTER LEVEL 5
6) DOORS TO TRATTIC AREAS 20 MIN RATED
CZ
7) HOUSE RECESS TO TRATTII, FINISH WALJ
AND CEILING W/ J" TYPE X
-11 J" TJI 220
(2) 2x8 P.T. SILL ON SILL SEALER
VERTICAL REBAR 3" MIN CLEAR
#4 HORIZONTAL ® MID POINT
TYPICAL HOUSE SLAB:
1) 4" 3000 PSI CONCRETE
2) 6x6 4.1x4.1 M.M.M.
3) 6 MILL POLYETHYLENE
4) 4" COMPACTED GRAVEL
5) SAW CUT SLAB PER PLAN
" � o
2'-0" I�-(3) #4 CONTINUOUS
#2 HOUSE WALL
SCALE: 1 /2" = 1'-0"
T.O.S. 8.0
HOUSE
T.O.F. 7.E
HOUSE
HOUSE DECK
16.80 -
��-
(2) #4 CONTINUOUS
T.O.W.
�- 13.5 ® O.H.
1'-4"
GARAGE NOTES: I
1) ALL SILLS 2x8 P.T. INSTALL 1
ON SILL SEALER
2) OVERHEAD DOOR WALL 2x6 16: O.C.
3) ALL OTHER WALLS 2x4 ® 16" O.C.
4) FINISH ALL WALLS W/ J" TYPE X
5) FINISH CEILING W/ J" TYPE X
6) DOORS TO TRATTIC AREAS 20 MIN RATED
7) HOUSE RECESS TO TRATTIC FINISH WALLS
AND CEILING W/ J" TYPE X
VERTICAL REBAR 3" MIN CLEAR
(2) #4 CONTINUOUS
DRAIN & STONE
SEE #4 TYP
#4 GARAGE WALL
REVISED SEE S1.0
#3 EGRESS WALL
SCALE: 1/2" = 1'-0"
SCALE: 1/2" =
TYPICAL GARAGE SLAB & APRON:
1) 4" 3000 PSI CONCRETE
2) AIR ENTRAIN CONCRETE 5% TO 7%
3) 6x6 2.1x2.1 W.W.M.
4) 6 MILL POLYETHYLENE
5) 4" COMPACTED GRAVEL
6) SAW CUT PER PLAN. ALTERNATE
POURS SLAB IN TWO SECTION W/
SLAB KEYWAY
2x6 P.T. TRACK BACKER
NOTCH OVER WALL
BOTTOM. LINE (3) SIDES
(2) 2x6 P.T. JAMB TO
SLAB
PITCH SLAB 2"
6x6xi" GAL ANGLE
LAP WALL 6" AND BOLT
®DR 13.50
GRADE _ - --X' o
TIE GARAGE DRAIN
INTO HOUSE DRAIN
COVER STONE W/
SILT CLOTH.
CRUSHED STONE
PER SITE ENG.
4" PERFORATED
DRAIN
V-4"
#5 * GARAGE DOOR
SCALE: 1 /2" = V-O"
T.O.W. 13.00
TOP KNEE WALL (TKW) 15.5
SET IN j" FLUSH PLYWOOD
GRADE 12.00
RETAINING TOP 14.5
GRADE 12.00 THIS SIDE
DRAIN & STD
SEE #4 TYP
#1 SECTION GARAGE STAIR
SCALE: 1 /2" = 1'-0"
TAR COAT Bt
& WEST WALI
1
#6 GARAGE HINGED DOORS
SCALE: 1 /2" = 1'-0"
#7 SECTION BILCO O
SCALE: 1 /2" = 1'-0"
T..-. 1
RF. .
A THE
-JILT,
E3UOFFICAAL
N OF M QSSR0
THOMAS M. N
z CALLERY
o CIVIL n
No.33440
GIs
FSSJONAL Eat
Q -PR*76�CATION DRAWN BY: PCB SCALE 1/4" = 1'-0" FOUNDATION PLAN;
KEVIN FAIR WAYNE & DOREEN MCNEIL CONSTRUCTION 06/20/2021 FOUNDATION DETAILS
100 HOMERS DOCK ROAD 41 JERUSHA AVENUE REISSUED FINAL 01/28/22
YARMOUTHPORT, MA WEST YARMOUTH, MA SITE CHANGES; UPDATED 041/18/22 A 1
2-
1-603-759-0720