2021 Sign Off Transmittal - New Constructioni
LEGEND
— 99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
SIDE SETBACK
0
TEST HOLE
2T—SLOPE
OF GROUND
2" PEASTONE DR GEOTEXTILEF2%
UTILITY POLE
TOP FOUND. EL. 100.0
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
DICE ## 19-014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (,74) = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
, MA
APPROVED DATE BOARD OF HEALTH
(2=5% SLOPE) (10 % SLOPE) (-!--% SLOPE)75.0' BOTTOM TH-2
NO GROUNDWATER FOUND
FOUNDATION— 12' SEPTIC TANK 16' D' BOX 12' FACILITYING
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. POOL FENCE SHALL HAVE SELF-CLOSING
SELF -LATCHING GATES, SIZE AND MATERIALS TO MEET
LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS
OPENING TO POOL SHALL BE ALARMED TO CODE.
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
SYSTEM PROFILEALL SHALL BE
40,000 S.F.
MIN.
MARK DSTEM WITH MAGNETICTTAPE R
150'
MIN.
TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
30'
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT
SIDE SETBACK
ACCESS COVERS TO WITHIN
6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE
REAR SETBACK
20'
2" PEASTONE DR GEOTEXTILEF2%
BUILDING COVERAGE
TOP FOUND. EL. 100.0
FILTER FABRIC OVER STONE
BUILDING HEIGHT
\ 98.0' MINIMUM .75' OF COVER OVER PRECAST SLOPE REQUIRED OVER SYSTEM
•
NOTE: 2" MIN. WALL
�
STT H-10
' RISERS (TVP.)
RISERS
THICKNESS REQUIRED BLOCKS OR
o
2'm
4"OSCH40 PVC PRECAST RISERS
MORTAR ALL
Dennis
..
s" MIN. SUMP PIPES LEVEL 1ST 2 COMPONENTS H-10
MS
Pond
1z" Mm. INr. DIN. - NDS (TYP.) INV'S EL 92.70
4'
SIDES
10" 14"
000 0 00
E n°=v w s..°s° . - -... .
o
1500 GAL H-10
MIN. 94.85' TEE SEPTIC TANK TEE
4' UQ. LEVELo°ono°000°o0
94.60.
0 0®®®®®���®®®® ®®®®
WATERTEST D'BOX o
®®°® ®®®®® I��7JJ®®®®®®®®®
0 000
GAS BAFFLE:.
ACNE OR EgUAL
°o on00000?. 000°0 00
' n+^-^ ^ FOR LEVELNESS
00$0$0$0
I�®® ®®HERS® �JHER ME
B
"
92.97' 2.80' o°o o
LS
`"
xit 7
YDOnOnO"O"Ono"nnOnOnO"O"O"O"O"O"D"n"O"n"O"O�l
0 0 0 0 0 0
•onononononononononon000
m
85.5'1OYR
48"
00ononono
o^o^o.r_n_n_n,n n o 0 o n r,r_nononononono,
H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE 4' :MIN.
�
(3} UNITS REQUIRED
- ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 [2])
(2=5% SLOPE) (10 % SLOPE) (-!--% SLOPE)75.0' BOTTOM TH-2
NO GROUNDWATER FOUND
FOUNDATION— 12' SEPTIC TANK 16' D' BOX 12' FACILITYING
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -LQ
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. POOL FENCE SHALL HAVE SELF-CLOSING
SELF -LATCHING GATES, SIZE AND MATERIALS TO MEET
LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS
OPENING TO POOL SHALL BE ALARMED TO CODE.
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
MAX.
BUILDING HEIGHT
35'
PROP. BUILDING COVERAGE 7.5%
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 93 PARCEL 4-15
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 2/14/2019
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
4
ELEV,
Rt 6q
0..
88' 0"
—
86'
—
o�
A
—
LS
LS
1OYR 4/2
1OYR 4/2
5
�
3"
o
�
Dennis
o
MS
Pond
MS
o
1OYR 5/2
1OYR 5/2
7
a
Oakmont Or
B
B
LS
Locus
xit 7
Yarmouth
m
85.5'1OYR
48"
Route 6
Campground
�
C
z
Q
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 93 PARCEL 4-15
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: PHIL RENAUD
DATE: 2/14/2019
PERC. RATE _ < 2 MIN/INCH
CLASS 1 SOILS
PERC
MS I I MS
150" 2.5Y 7/4 2.5Y 7/4
75_5 132' 75'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
#42 SISTERS CIRCLE
YARMOUTHPORT, MA
PREPARED FOR
ELIE BASSIL
DATE: DECEMBER 8, 2020
REV.: DECEMBER 30, 2020 (POOLHOUSE)
s4�
Sccle:1 "= 20'
y` AN Of Mqm.
OF Iv15 Zr
CA NEL Gm\ ,!', qn�� agcy ! 0 10 20 30 40 50 FEET
-D j N -A
h, I cSO ` ) off 508-362-4541
�2 P of fax 508-362-9880
\oFess�° o¢- > SISTER c°��.a� downcope.com p
SUR
oI,AL E 1:. mown cope engineering, i C
civil engineers
?�.' ` land surveyors
939 Main Street ( Rte 6A)
ATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
19-014
4
ELEV,
ELEV.
0..
88' 0"
—
86'
—
A
A
—
LS
LS
1OYR 4/2
1OYR 4/2
4"
3"
E
E
MS
MS
1OYR 5/2
1OYR 5/2
7
6
B
B
LS
LS
30"
1OYR 4/4
85.5'1OYR
48"
4/4
C
82'
FA
C
PERC
MS I I MS
150" 2.5Y 7/4 2.5Y 7/4
75_5 132' 75'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
#42 SISTERS CIRCLE
YARMOUTHPORT, MA
PREPARED FOR
ELIE BASSIL
DATE: DECEMBER 8, 2020
REV.: DECEMBER 30, 2020 (POOLHOUSE)
s4�
Sccle:1 "= 20'
y` AN Of Mqm.
OF Iv15 Zr
CA NEL Gm\ ,!', qn�� agcy ! 0 10 20 30 40 50 FEET
-D j N -A
h, I cSO ` ) off 508-362-4541
�2 P of fax 508-362-9880
\oFess�° o¢- > SISTER c°��.a� downcope.com p
SUR
oI,AL E 1:. mown cope engineering, i C
civil engineers
?�.' ` land surveyors
939 Main Street ( Rte 6A)
ATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
19-014
* WINDOW C: QTY 3 = Garage TOTAL 290.9 S.F.
WINDOW SCHEDULE
DOOR SCHEDULE
LTR.
QTY.
ROUGH OPENING
REMARKS
GLAZING
A
2
2'-61/8"X6-07/8"
TW24410 DOUBLEHUNG
2X8.28=16.56 SF
B
7
2'-47,V'x2'-47N'
AW251AWNING
7x3.9=27.3 SF
C
316)*.
2'-61/8"x4'-87/8
TW2446 DOUBLEHUNG
13x7.65=99.45 SF
D
3
2' -8"X6' -F'
2868 STL.FIREDOOR R-5 MIN.
E
12
2'-61/8" x 5'-6 7/8"
TW2452 DOUBLEHUNG
12 x 10.2 =122.4 SF
F
4P
1
2'4" X 6-8"
2468 6 PANEL INTERIOR POCKET
G
3
2'-61/8"X3'-8%"
TW2436DOUBLEHUNG
3X5.73=17.19 SF
H
1
4' -OV' x3'-5 3/8"
C235 DOUBLE CASEMENT
8.0 SF
J
-
2
2'-O" X 64'
2068 6 PANEL. INTERIOR
* WINDOW C: QTY 3 = Garage TOTAL 290.9 S.F.
* DOOR 6 Qty=1 GARAGE
TOTAL ---1 30.9 SY
FIRST FLOOR LIVING AREA = 2048 SF
DOOR SCHEDULE
#
QTY.
DOOR SIZE
REMARKS
GLAZING
1
1
3'-0"X6'-8"
3068 ENTRYw/SIDELIGHTS R-5 MIN.
12.3 SF
2
11
2'-6" X 6'-8"
2668 6 PANEL INTERIOR
2P
1
2'-6" X 64"
2668 6PANEL INTERIOR POCKET
3
2' -8"X6' -F'
2868 STL.FIREDOOR R-5 MIN.
q
7
2'4" X 6-8"
2468 6 PANEL INTERIOR
4P
1
2'4" X 6-8"
2468 6 PANEL INTERIOR POCKET
6
2(3)* 1
2'-8" X 6'-8"
2868 NINE LIGHT STL FIREDOOR
2 x 8.3 = 16.6 SF
7
1
6'-0"x6'-8"
6068 SLIDING DOOR
30 SF
$
2
2'-O" X 64'
2068 6 PANEL. INTERIOR
9
2
9'-0" X T-0"
9 FT OVERHEAD GARAGE DOOR
10
1
12'-0" x 6'-8"
FWG12068 4 SLIDING GLASS
72 SF
11
-
12
1
5'-0" x 6'-8"
2668 INTERIOR BIFOLD PAIR
13
1
l'-2" x 6'-8"
1268 3 PANEL INTERIOR
* DOOR 6 Qty=1 GARAGE
TOTAL ---1 30.9 SY
FIRST FLOOR LIVING AREA = 2048 SF
* DOOR 6 Qty --1 GARAGE TOTAL 130.9 S.F
SECOND FLOOR LIVING AREA = 1546 SF
WINDOW SCHEDULE
DOOR SCHEDULE
LTR.
#
QTY.
DOOR SIZE
REMARKS
GLAZING
1
1
T-0" X 6'-8"
3068 ENTRY W/SIDELIGHTS R-5 MIN,
12.3 SF
2
1
2'-6" X 6'-8"
2668 6 PANEL INTERIOR
C
2P
1
2'-6" X 6'-8"
2668 6 PANEL INTERIOR POCKET
D
3
2'-8" X 6'4"
2868 STL. FIREDOOR R-5 MIN.
E
4
7
2'4" X 6'-B"
2468 6 PANEL INTERIOR
F
4P
1
2'4" X 6'-8"
2468 6 PANEL INTERIOR POCKET
G
6
2(3)`
2'-8" X 6-B".
2868 NINE LIGHT STL FIREDOOR
2 x 8.3 =16.6 SP
7
1
6'-o"X6'-8"
6068 SLIDING DOOR
30 SF
8
2'-0" X 6'-B"
2068 6 PANEL INTERIOR
9
2
9'-0" X T-0"
9 FT OVERHEAD GARAGE DOOR
10
1
12'-0"x 6'-8"
FWG120684 SLIDING GLASS
72 SF
11
-
12
1
6-0" x 6'-8"
2668 INTERIOR BIFOLD PAIR
13
1
1'-2" x 6'-6"
1268 3 PANEL INTERIOR
* DOOR 6 Qty --1 GARAGE TOTAL 130.9 S.F
SECOND FLOOR LIVING AREA = 1546 SF
". WINDOW C: QTY 3 = Garage
TOTAL 290.9 S.F.
WINDOW SCHEDULE
LTR.
QTY.
ROUGH OPENING
REMARKS
GLAZING
A
2
2'-61/8"X5'-07/8"
TW24410 DOUBLEHUNG
2x8.28=.16.56SF
B
7
2'-47N'x2'-4 %"
AW251 AWNING
7x3.9=27.3 SF
C
3(16)"
2'-61/8" x 4'-8 7/8
TW2446 DOUBLEHUNG
13 x 7.65 = 99.45 SF
D
E
12
2-6 1/8" x 5'-6 7/8"
TW2452 DOUBLEHUNG
12 x 10.2 = 122.4 SF
F
G
3
2'-6 v8" X V -8/B"
TW2436 DOUBLEHUNG
3 X 5.73 =17.19 SF
H
1
4'-072" x 3'-5 3/8"
C235 DOUBLE CASEMENT
8.0 SF.
J
-
". WINDOW C: QTY 3 = Garage
TOTAL 290.9 S.F.
WHITE CEDAR SHINGLES @ 51/4"
T.W (TYPICAL ALL SIDES)
POOLHOUSE REAR ELEVATION
MAIN HOUSE
POOLHOUSE FRONT ELEVATION
e
STORAGE
P
N
i I TW2436�
2x6 WAILS
BATH SURROUND
N BATHROOM FOR
INSULATION
2468
F
2"
I IP 11"+
v
TW3846 I 2-TW3846
F.� 8 HANG VT. 8 FT HANG HT.
'oOST 5 3/8" FWG10080-4
SJ
6-10 5/8"
25'-0"
a
P.T. 6x6 POST w/2x z
FINISH (TYPICAL -4) Q
U
W
N
POOLHOUSE FLOOR PLAN
6'-10518"
25.-6,.
2'-10,. T-0" 9,4::9'-10"
-------
---------------
I
f — -DROP TOFFOR 2--8"DOOR -- ---52"- —_31 L----- -----�
r
STONE VENEERASPHALT ROOF SHINGLES I P.C. SLAB I I # CRAWLSPACE
CHIMNEY FINISH TO MATCH MAIN HOUSE I I 1zo
I
/ FIREPLACE
T-11 13/16" I FOOTING \ \ I
\ \\ I I
_-
-.?-_Ir r�-'T
P.C. SLAB
T rT i L LL
L I
firIM Tf I I ` POST 6 c?
� r r i.�. I
irL + I I P.T. 6X6 I -v4i
7 Trt _ J J
r
,T STHD 4 I I ) h STHD
\ \ 8" P.C. FOUNDATION
\ I FROST WALL ON 20" /
\\ \ 19P.C. FOOTING
POOLHOUSE LEFT ELEVATION POOLHOUSE RIGHT ELEVATION
°p 46 BW \ P.T. 6X6 DROPTOF
POST UP FOR SLAB / / 90 w
/
\ I /
6'-9" 11 5 6'-9"
25}0"
P.T. 6x6 w/SIMPSON
STHD14
POOLHOUSE FOUNDATION PLAN
POOLHOUSE WINDOW SCHEDULE
QTY. ROUGHOPENING1 REMARKS
4 3'-101/8"X4'-87/8" TW3846DOUBLE HUNG
1 2'-6 1/8" x T-8'/" TW2436 DOUBLEHUNG
POOLHOUSE DOOR
Irg'-1
® r 1 1
QTy-1 DOOR SIZE
ISI
10'-0"x8'-0"
FWG10080-4 SLIDINGGLASS
.-1� -r L7 -11 LrT�
2868 6 -PANEL F.G. ENTRY
L4 �'�t11 • _
, ..—..
WHITE CEDAR SHINGLES @ 51/4"
T.W (TYPICAL ALL SIDES)
POOLHOUSE REAR ELEVATION
MAIN HOUSE
POOLHOUSE FRONT ELEVATION
e
STORAGE
P
N
i I TW2436�
2x6 WAILS
BATH SURROUND
N BATHROOM FOR
INSULATION
2468
F
2"
I IP 11"+
v
TW3846 I 2-TW3846
F.� 8 HANG VT. 8 FT HANG HT.
'oOST 5 3/8" FWG10080-4
SJ
6-10 5/8"
25'-0"
a
P.T. 6x6 POST w/2x z
FINISH (TYPICAL -4) Q
U
W
N
POOLHOUSE FLOOR PLAN
6'-10518"
25.-6,.
2'-10,. T-0" 9,4::9'-10"
-------
---------------
I
f — -DROP TOFFOR 2--8"DOOR -- ---52"- —_31 L----- -----�
r
STONE VENEERASPHALT ROOF SHINGLES I P.C. SLAB I I # CRAWLSPACE
CHIMNEY FINISH TO MATCH MAIN HOUSE I I 1zo
I
/ FIREPLACE
T-11 13/16" I FOOTING \ \ I
\ \\ I I
_-
-.?-_Ir r�-'T
P.C. SLAB
T rT i L LL
L I
firIM Tf I I ` POST 6 c?
� r r i.�. I
irL + I I P.T. 6X6 I -v4i
7 Trt _ J J
r
,T STHD 4 I I ) h STHD
\ \ 8" P.C. FOUNDATION
\ I FROST WALL ON 20" /
\\ \ 19P.C. FOOTING
POOLHOUSE LEFT ELEVATION POOLHOUSE RIGHT ELEVATION
°p 46 BW \ P.T. 6X6 DROPTOF
POST UP FOR SLAB / / 90 w
/
\ I /
6'-9" 11 5 6'-9"
25}0"
P.T. 6x6 w/SIMPSON
STHD14
POOLHOUSE FOUNDATION PLAN
POOLHOUSE WINDOW SCHEDULE
QTY. ROUGHOPENING1 REMARKS
4 3'-101/8"X4'-87/8" TW3846DOUBLE HUNG
1 2'-6 1/8" x T-8'/" TW2436 DOUBLEHUNG
POOLHOUSE DOOR
SCHEDULE
QTy-1 DOOR SIZE
REMARKS
10'-0"x8'-0"
FWG10080-4 SLIDINGGLASS
T-8" X 6'-8"
2868 6 -PANEL F.G. ENTRY
MICHELE
CUDILO
N0.34774
STRUCTUI !-
&
ROOF
TYPICAL ROOF CONSTRUCTION
No. box
SHINGLES
ASPHALT ROOF SHINGLES OVER
nails
nails
APPROVED SHINGLE BACKING (15# FELT)
ROOF FRAME
OVER 1/2" EXTERIOR PLYWOOD (FIR)
RAFTERS
OVER ROOF RAFTERS
RAFTERS
each end
TYPICAL EXTERIOR WALL CONSTRUCTION
NOTE:
3-16d
e WHITE CEDAR SHINGLES @ 5;' T.W. OVER
ALL WOOD BEAMS, JOISTS AND STUDS
PROVIDE CHIMNEY TIES.
i
TYVEW OVER'" EXT. PLYWOOD OVER 2x
SHALL BE TRIMMED AWAY FROM CHIMNEY
MASONRY CHIMNEYS SHALL BE
STUDS @ 16" O.C. w/2 TOP & 1 BOTTOM PLATE
• BALLOON FRAME GABLE WALLS
A MIN. OF 2 INCHES
LINED WITH FIRE -CLAY FLUE
• FIREBLOCK STUDS >8'-O". CONTINUOUS RIDGE DENT
_CHIMNEY
STACK BEYOND
LINING OR EQUIV. NOT LESS
/ 2x10 RIDGE PLATE 1
HEADER TO HEADER (FACE -NAILED)
THAN 5/8" THICK
2x6 C04LAR TIES @;
16" o.c. along edges
SITTING ROOM
STORAGE ROOM
RAFTERS @ 16" O.C.
12
DAMPER
4-1 Od
4
SMOKE SHELF
STL. LINTEL
2-1 Od
each end
3-2x10a HEADER
3-16d
4-16d
�- ASH CHUTE
ASH PIT
CONC. SLAB CLEANOUT
4N—
CHIMNEY
CHIMNEY SECTION
NOT TO SCALE
ROOF FRAME
TYPICAL HEADERS r
3-2x6 (1 KING/1JACK) "
D OFF STACK OPENING 2-2x10s
AROUND (ADJUST FOR CHIMNEY
CK SIZE LEAVING 2" MIN FROM
CK)
I♦IIII■III.
U i
2-2X8 TYP. 3-2x10s. WOOD DROP
x BEAM POST -TO -POST
O N N N
2JACK POCKETS
'ro (TYPICAL)
3-2x10s. WOOD DROP
BEAM POST -TO -POST
SIMPSON ECC UR SIMPSON ECC UR
CUSTOM CAPS CUSTOM CAPS
3-2xl0s. WOOD DROP
BEAM POST -TO -POST
CEILING FRAME
12 4
ro @ 16" O.C.
2x6 STUD WALLS
SURROUND
00 BATHROOM
K
'TING ROOM F
m
T" PLYWOOD GLUED AND NAILED
SIMPSON ABOVE 2x6 JOISTS @ 16" O.C.
LSCZ @
CRAWLSPACE
SECTION AT
POOLHOUSE BATHROOM
MICHELE
CUDIL.O
No. 3h774
STRUGTl4t:
+pd''
2/16/'21 STRUCT.
NAILING SCHEDULE
TYPICAL ROOF CONSTRUCTION
No. box
Nail spacing
ASPHALT ROOF SHINGLES OVER
nails
nails
APPROVED SHINGLE BACKING (15# FELT)
ROOF FRAME
OVER 1/2" EXTERIOR PLYWOOD (FIR)
BLOCKING TO RAFTER (TOE -NAILED) -
OVER ROOF RAFTERS
2-10d
each end
TYPICAL EXTERIOR WALL CONSTRUCTION
2-16d
3-16d
e WHITE CEDAR SHINGLES @ 5;' T.W. OVER
WALL FRAME.
TYVEW OVER'" EXT. PLYWOOD OVER 2x
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
STUDS @ 16" O.C. w/2 TOP & 1 BOTTOM PLATE
• BALLOON FRAME GABLE WALLS
5-164
atjoints
• FIREBLOCK STUDS >8'-O". CONTINUOUS RIDGE DENT
_CHIMNEY
STACK BEYOND
2-t6d
/ 2x10 RIDGE PLATE 1
HEADER TO HEADER (FACE -NAILED)
16d
2x6 C04LAR TIES @;
16" o.c. along edges
16" O:C.1
2x8
RAFTERS @ 16" O.C.
12
4-8d
4-1 Od
4
BLOCKING TO JOIST (TOE -NAILED)
xs
2-1 Od
each end
3-2x10a HEADER
3-16d
4-16d
_ POST TO POST
LEDGER TO BEAM OR GIRDER (FACE -NAILED)
3-16d
BEADBOARD FINISH
each joist
JOIST ON LEDGER TO BEAM (TOE -NAILED)
(FIELDSTONE VENEER
3-10d
perjoist
ON CHIMNEY BREAST)
3-16d
2x4 WALL CENTERED
perjoist
RIM JOIST TO SILL OR TOP PLATE (TOE -NAILED)
ON FOUNDATION AND
0
per foot
BELOW POST -TO -POST
un
s
STORAGE
HEADER
O
ROOM
z
RAFTERS @ 16" O.C. OR LESS
8d
= SITTING ROOM
6" edge 6" field
GABLE ENDWALL RAKE (NO OVERHANG or w/ STRUCT.OUTLOOKERS)
0
10d
6" edge 6" field
CEILING SHEATHING:
METAL FLASHING TO
METAL FLASHING TO
1" MIN BELOW TOF
4" P.C. SLAB
1" MIN BELOW TOF
TOF DROPPED AT
DOORS
PLYWOOD OR OSB w/ STUDS @ 24" O.C. OR LESS
8d
10d
I-- -----------------
% 8" FOUNDATION
5d coolers
-
WALL ON
FLOOR SHEATHING:
20"x10"
5/8" ANCHOR BOLTS WITH 3 X 3"
CONTINUOUS
10d
x 1/4" PLATE WASHER @ 38"
FOOTING MIN. 4'
10d
• O.C. EMBED IN CONC. 7" MIN.
BELOW GRADE
21' POOL HOUSE SECTION P
TYPICAL HEADERS r
3-2x6 (1 KING/1JACK) "
D OFF STACK OPENING 2-2x10s
AROUND (ADJUST FOR CHIMNEY
CK SIZE LEAVING 2" MIN FROM
CK)
I♦IIII■III.
U i
2-2X8 TYP. 3-2x10s. WOOD DROP
x BEAM POST -TO -POST
O N N N
2JACK POCKETS
'ro (TYPICAL)
3-2x10s. WOOD DROP
BEAM POST -TO -POST
SIMPSON ECC UR SIMPSON ECC UR
CUSTOM CAPS CUSTOM CAPS
3-2xl0s. WOOD DROP
BEAM POST -TO -POST
CEILING FRAME
12 4
ro @ 16" O.C.
2x6 STUD WALLS
SURROUND
00 BATHROOM
K
'TING ROOM F
m
T" PLYWOOD GLUED AND NAILED
SIMPSON ABOVE 2x6 JOISTS @ 16" O.C.
LSCZ @
CRAWLSPACE
SECTION AT
POOLHOUSE BATHROOM
MICHELE
CUDIL.O
No. 3h774
STRUGTl4t:
+pd''
2/16/'21 STRUCT.
NAILING SCHEDULE
No. common
No. box
Nail spacing
nails
nails
ROOF FRAME
BLOCKING TO RAFTER (TOE -NAILED) -
2-8d
2-10d
each end
RIM BOARD TO RAFTER (END -NAILED)
2-16d
3-16d
each end
WALL FRAME.
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
4-16d
5-164
atjoints
STUD TO STUD (FACE -NAILED)
2-tfid
2-t6d
24" o.c.
HEADER TO HEADER (FACE -NAILED)
16d
16d
16" o.c. along edges
FLOOR FRAME:
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4-8d
4-1 Od
perjoist
BLOCKING TO JOIST (TOE -NAILED)
2-8d
2-1 Od
each end
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-16d
4-16d
each block
LEDGER TO BEAM OR GIRDER (FACE -NAILED)
3-16d
4-16d
each joist
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3-8d
3-10d
perjoist
RIM JOIST TO JOIST (END -NAILED)
3-16d
4-16d
perjoist
RIM JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2-16d
3-16d
per foot
ROOF SHEATHING
112"PLYWOOD OR 7116"OSB
RAFTERS @ 16" O.C. OR LESS
8d
10d
6" edge 6" field
GABLE ENDWALL RAKE (NO OVERHANG or w/ STRUCT.OUTLOOKERS)
8d
10d
6" edge 6" field
CEILING SHEATHING:
GYPSUM WALLBOARD
5d coolers
-
7" edge 10" field
WALL SHEATHING:
PLYWOOD OR OSB w/ STUDS @ 24" O.C. OR LESS
8d
10d
6" edge 12" field
112" GYPSUM WALLBOARD
5d coolers
-
7" edge 10" field
FLOOR SHEATHING:
PLYWOOD OR OSB 1" OR LESS
8d
10d
Wedge 12" field
GREATER THAN 1"
10d
16d
6" edge 6" field