HomeMy WebLinkAboutApp# 5021REAR ELEVATION
JEFFREY A. BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
ELEVATIONS
DUBLIN CONSTRUCTION
BOB DUNPHY
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APPROVED
YARMOUTH COMMITTEE
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C WING DESIGNS, 1995 ,1997 ,1999
LN
ING DESIGNS HEREBY EYPRESSLY RESM/ES
COMMON LLAWCOPYRGHT. THESE PANS ARE ITS
NO',
TO BE REPRODUCED, CHANGED OR COPPED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF•
LMNG DESIGNS PRIOR TO THE START OF WORK.
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1/4"=1'-0" 17-JUL-99 99-1130
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JEFFREY A. BARNABY, CPBD DUBLIN CONSTRUCTION LMNG c SIGNSDESIGH EBY EXPRESSLY
99
iIVMG DESIGNS HEREBY , THE 9lY -ANS ARE
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CERTIFIED PROFESSIONAL BUILDING DESIGNER B B U N F HY TO BE uW cOPYRIO H THESE PUNS ARE Nor
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. rANY o BE REPRoouceo, CHANCED OR coPlEo.THESE
> PLANS RARE TO BE'BROUGHT TO THE ATTENTION OF
TEL. 508-888-2747 ..... .. [KING CES:GNS PR'OR TO THE START OF WORK. OF
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
JOIST TO SILL OR GIRDER TOE NAIL
3- 8D
GRADE RULES
F-1 E A[ E R
E3 C h-1 E E U L_ E
O.C.
SIZE
OF
HEADER
SUPPORTING ROOF ONLY
MAX. LENGTH
SUPPORTING 1 STORY ABOVE SUPPORTING
MAX. LENGTH MAX.
2 STORY ABOVE
LENGTH
2-
2
X
4 S
4'-0"
N A
N A
2-
2
X
6S
6-0
4-0
N A
2-2XB'S
BUILT-UP CORNER STUDS.
10D ® 24
O.C.
8-0
-6'-0'NA
-
2
X
10'S
10 -0
-8'-0"
SUBFLOOR TO JOISTS INTERMEDIATE
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
JOIST TO SILL OR GIRDER TOE NAIL
3- 8D
GRADE RULES
SOLE PLATE TO JOIST OR BLOCKING
16D ® 16
O.C.
STUD TO SOLE PLATE
2- 16D
(SEE NOTES
STUD TO TOP PLATE
2- 16D
1,2,3,4)
DOUBLE STUDS FACE NAIL
10D ® 24
O.C. MIN.
BUILT-UP HEADER TWO PIECES W1 1/2" SPACER
16D ® 16"
O.C. ® EDGE
CEILING JOISTS TO PLATE, TOE PLATE
3- 8D
1,300, 000
CEILING JOISTS TO PARALLEL RAFTERS
3- 10D
1500E -1.5E 1 2 3 4AND
RAFTER TO PLATE, TOENAIL
2-16D
1 5 0 000
BUILT-UP CORNER STUDS.
10D ® 24
O.C.
RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES TO RAFTERS
3- 8D
SUBFLOOR TO JOISTS (EDGES)8D
® 6"
O.C.
SUBFLOOR TO JOISTS INTERMEDIATE
SD ® 12
O.C.
1/2" SHEATHING TO STUDS EDGES
8D ® 6
O.C.
SHEATHING TO STUDS INTERMEDIATE
8D ® 12"
O.C.
1/2-- SHEATHING TO STUDS GABLE WALLS
8D ® 6"
O.C.
TYPICAL LUMBER NOTES
GRADING
MODULUS
GRADE RULES
OF
DESIGNATION AGENCY
ELASTICITY
(SEE NOTES
'E"
1,2,3,4)
900E -1.0E 3
MACHINE
RATED
LUMBER,
2 X 4
1 WOR
1,000,000
120OF-1.2E 1.2,3.4
1,200,000
1350F -1.3E 2 4
1,300, 000
145OF-1.4E 1.3,4
1,300000
1500E -1.5E 1 2 3 4AND
1 400 000
F-1.2.3.4
1 5 0 000
NOTE 1. National Lumber Grades Authority, Machine Rated Lumber, 2 x 4 & Wider
NOTE 2 Southern Pine Inspection Bureau; Machine Rated Lumber, 2 x 4 & Wider
NOTE 3" West Coast Lumber Inspection Bureau; Machine Rated Lumber, 2 x 4 &
Wider, Machine Rated Joists, 2 x 6 &Wider
NOTE 4• Western Wood Products Association; Machine Rated Lumber, 2 x 4 & Wider
EASTERN WOODS (surfaced dry or surfaced green)
'S OR GRADE I SIZE I MOD. OF ELASTICITY '
2 X 5
AND
WIDER
GENERAL NOTES:
1. SLATERS PAPER OR ' T1'VECK" TO BE USED ON ROOF AND SIDEWALL
2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE
3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED
4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS "
5. PROVIDE CROSSBRIDGING @ MIDSPAN OF ALL JOISTS AS REQUIRED
6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED
7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE
8. ALL CONCRETE TO BE 2,500 PSI MIN.
9. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION,
THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND
REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS.
[VINS DESNIG
JEFFREY A. . BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL, 508-888-2747
FND. PLAN & 1 ST FLOOR FRAME
DUBLIN CONSTRUCTION
BOB DUNPHY
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SCALE: DATE: PROJ. #: J
1/4"=1'-0" 17-JUL-99 99-1130
26' X 32' CAPE W/1 CAR D.U. GARAGE SHEET #:
7) LIVING SIGNS H, 1995 ,7997 SLY J
CUMNGOMM DESIGNS HEREBY E%PRESSIY RESERVES ITS ///"—\\\
COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED, CHANGED OR. COPIED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE TO BE BROUGHT TO THE ATTENTION OF !1C
R
i
F
1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16
;;;IV DESEL5N51
JEFFREY A. BARNABY, CPBD j
CERTIFIED PROFESSIONAL BUILDING DESIGNER!
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
FIRST FLOOR PLAN
DUBLIN CONSTRUCTION
BOB DUNPHY
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SCALE: DATE: PROD. #:
1/4"=1'-0" 17—JUL-99 99-1130
26' X 32' CAPE W/i CAR D.U. SHEET #:
(J IN DESIGNS, 1996 "1597 "1999 -_ . �
LIVING DESIGNS HEREBY EXPRESSLY RESERVES !'S
C
COMMON LAW CCPYRIGM. THESE PLANS ARE NOT A
TO BE REPRODUCED, CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIESFOUND ON THESE -�
PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF
WING DESIGNS PRIOR TO THE START OF WORK,
12'-6"
14'-0"
4'-2"
4'-9" 3'-8" 1'-10"
5'-8" 6._10•
STEPS
GRADE
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4'_2. 4'_2.
_
MODEL 6000 t . 'a
DIRECT VENT
v:
GAS FIREPLACE
'
5 1/4".X 11 7/8LV:L - —
" L WOOD BEA
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w.
6•-0� X 6• 8` "
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'HEAT -N- LO �.
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-
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MODEL 6000
DIRECT VENT
GAS FIREPLACE
KITCHEN
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FAMILY ROOM
5 1/4" X 11 7/8" LVL WOOD BER♦ - "Oo •+6
5
1/4" X 11 7/8" LVL WOOD BEAM o
I 8"0 STRUCTURAL ARCHITECTURAL COLUMN
5 1/4" X 11 7/8' LVL WOOD BEAM
r..
E3OPTIONAL
--- ------------
4 X 6 WOOD POST
DOUBLE COLUMN
TO OPEN WALL FURTHER
1
6" -4'-9" i'-10" 3'-1"
DINING
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OPEN RAIL
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OF
STUD
4'-2"
5'-8" 1'-8" 2'-6" 2'-0" 6'-2"
5-8" 4'-2"
2'-1C"
7'-2"
4'-0"
14'-0". .
;;;IV DESEL5N51
JEFFREY A. BARNABY, CPBD j
CERTIFIED PROFESSIONAL BUILDING DESIGNER!
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
FIRST FLOOR PLAN
DUBLIN CONSTRUCTION
BOB DUNPHY
t y�
TII
rm•
C
SCALE: DATE: PROD. #:
1/4"=1'-0" 17—JUL-99 99-1130
26' X 32' CAPE W/i CAR D.U. SHEET #:
(J IN DESIGNS, 1996 "1597 "1999 -_ . �
LIVING DESIGNS HEREBY EXPRESSLY RESERVES !'S
C
COMMON LAW CCPYRIGM. THESE PLANS ARE NOT A
TO BE REPRODUCED, CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIESFOUND ON THESE -�
PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF
WING DESIGNS PRIOR TO THE START OF WORK,
D
O O R
S C
H E D U L
S
C H
E D U L E
UNIT
1
1
3OX68
ENTRY
2
8
26X66
H.C. INTERIOR
3
3
24X66
H.C. INTERIOR
4
1
6OX68
SLIDING GLASS
5
1
28X68
9 LITE EXTERIOR
2
34 1 8
40X66
INTERIOR BIFOLD
4
28310 D.H.
6OX66
INTERIOR BIFOLD
L72
8
1 1
14X66
H.C. INTERIOR
9
1 2 1
20X66
H.C. INTERIOR
10
1 1 1
1-10X66 H,C. INTERIOR
,. NOTE: WINDOWS SHOWN ON SCHEDULE ARE "ANDERSEN" BUILDER MAY SUBSTITUTE
T
(
t
46'-0"
6'-0"
1
2'-2"
--- ---------------
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1 Ta VERIFY I _ — _ — _
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SIZE
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N BEDROOM rr i �I ,D._4. 6" O UNFINISHED G
STORAGE ROOM
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0 BEDROOM #2 ii CLIPPED - r—_�------ ro
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....�------------------ ----------- ----------
14'-0" 3'-4* 5'-4- 2'-6- 2'-6" 4'-4" 14'-0"
s
32'-0.
W
46,-0.
SCALE: DATE: PROJ. #:VLNE DESIGN SECOND FLOOR PLAN 1/4"=1'-0" 17—JUL-99 99—
1130
26 X 32 CAPE W/1 CAR D.U. GARAGE SHEET #:
JEFFREY A, BARNABY, CPBDDUBLIN CONSTRUCTION �C/LN1NG DESIGNS. 1996 ,1997,1999 ///\\
LMNC DESIGNS HEREBY EXPRESSLY RESERVES ITS
CERTIFIED PROFESSIONAL BUILDING DESIGNER /--�
1 BOB D U N P HY TO BE REPRODUCED, CHANGED OR COPIED. COMMON LAW COPYRIGHT. THESE PLANS ARE NOT , ` ��ll
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, ANY ERRORS OR DISCREPANCIES FOUND ON THESE
TEL' 5508-8E8-2747 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF
LONG DESIGNS PRIOR TO THE START OF WORK.
W I N D O
W
S
C H
E D U L E
LTR.
QTY.
ROUGH
OPENING
REMARKS
A
4
30 1/8-
X 57
1/4-
2446 D.H.
B
1
59 13 16
X 57
1
4
2446-2 D.H.
C
2
34 1 8
X 49
1
4
28310 D.H.
D
1
42 1 2
X 42
1
2 d
2N3 CASEMENT
E
2
30 1 8
X 41
1
4
2432 D.H.
F
3
30 1/8-
X 49
1
4
24310 D.H.
G
4
59 13 16
X 49
1
4
24310-2 D.H.
H
1
89 172
X 57
1
4
2446-3 D.H.
j2
36 X
24
AWINING.
K
1
i 4KX
48
D
,. NOTE: WINDOWS SHOWN ON SCHEDULE ARE "ANDERSEN" BUILDER MAY SUBSTITUTE
T
(
t
46'-0"
6'-0"
1
2'-2"
--- ---------------
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;�9 BEDROOM #3 II CTEPLICALLINE
1 Ta VERIFY I _ — _ — _
x DOOR O °o
SIZE
Q7 N -
1 .9 % .9—,Z p
iv 2'-S 1'-9" 10'-3"
N BEDROOM rr i �I ,D._4. 6" O UNFINISHED G
STORAGE ROOM
G M N
� I
. n MO N II
3'-10" 6'-6" 3'-8".
0 BEDROOM #2 ii CLIPPED - r—_�------ ro
p CEILING LINE 407900
4•
- - - — - - J (TYPICAL)
P�WGHTJ
II I ABOVE I
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....�------------------ ----------- ----------
14'-0" 3'-4* 5'-4- 2'-6- 2'-6" 4'-4" 14'-0"
s
32'-0.
W
46,-0.
SCALE: DATE: PROJ. #:VLNE DESIGN SECOND FLOOR PLAN 1/4"=1'-0" 17—JUL-99 99—
1130
26 X 32 CAPE W/1 CAR D.U. GARAGE SHEET #:
JEFFREY A, BARNABY, CPBDDUBLIN CONSTRUCTION �C/LN1NG DESIGNS. 1996 ,1997,1999 ///\\
LMNC DESIGNS HEREBY EXPRESSLY RESERVES ITS
CERTIFIED PROFESSIONAL BUILDING DESIGNER /--�
1 BOB D U N P HY TO BE REPRODUCED, CHANGED OR COPIED. COMMON LAW COPYRIGHT. THESE PLANS ARE NOT , ` ��ll
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, ANY ERRORS OR DISCREPANCIES FOUND ON THESE
TEL' 5508-8E8-2747 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF
LONG DESIGNS PRIOR TO THE START OF WORK.
` INSULATION NOTES
1.) ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED SPACE TO BE INSULATED WITH 6" R-19 F.G. INSUL. MIN.
' 2.) ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9" R-30 F.G. INSUL. MIN.
x 3.) ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1/2" R-13 F.G. INSUL MW.
4.) (OPTIONAL) ALL HIGH SOUND AREAS I.E. BATHROOMS, T.V. ROOM & KITCHEN TO BE INSULATED WITH 3 1/2" SOUND INSULATION 0
U
- CONT. RIDGE VE JT (TYP.) CONT. RIDGE VENT (TYP.) Q
t/ 2 X 12 RIDGE BOARD ->
TYPICAL ROOF CONSTRUCTION
2 X 6 COLLAR TIES ® 16" O.C. 2 X 12 RIDGE BOARD J
ASPHALT OR F.G. ROOF SHINGLES OVER
1 APPROVED SHINGLE BACKING (FELT) OVER _
12 t 1/2" EXTERIOR PLYWOOD (FIR) OVER - _ 2 X 6 COLLAR TIES 0 16 O.C.
ROOF RAFTERS (TYPICAL)
� 5. 2 X 8'S OR 2 x toS 0-16 0.0.
-TYPICAL ROOF CONSTRUCTION
T \ - ASPHALT OR F.G. ROOF SHINGLES OVER
C 'I \\ APPROVED SHINGLE BACKING (FELT) OVER
CONT. DRIP EDGE OR
SOFFIT VENT _ 1/2" EXTERIOR PLYWOOD (FIR) OVER
/ 12 ROOF RAFTERS (TYPICAL)
12
2 X 8'5016. O.
II - \'RKI AT. PLASTER OVER 1/2 ` SKIMCOAT PLASTER OVER 1/2 f
! 11 12 BDUEB RD OVER t X 3 - BLUEBOARD OVER 1x 3
1 STRAPPIN 0 16" O.C. STRAPPING @ 16" O.C. 12
- 1 12 2 X 4 BEARING WALL —\ \ TYPICAL WALL CONSTRUCPON
( \ WHITE CEDAR SHINGLES 0 5 51/2' T.W. J
1/2' BLUE BO D PLASTER OVER 'RVECK' OVER, 112' EXfER.OR 12 a C.
PLYWOOD OVER 2' X 4 X 7-4 STUDS 4'-0" KNEEWALL BEDROOM .G
BEDROOM HALL B OO m 0 16' O.C. WITH 2 TOP AND 1 BOTTOM 1/2" BLUE BOARD & PLASTER �` m Q
t \ n PLATE = 7'-8 1/2' STUD WALL ;:
4 3 1/2' \ \r,NC�T•f? 3 1/2•. - 3 1/2" U
I R-13 3/4' P & G PLYW'000 \ �Q 4 ye, ,o5c R-133/4" T & G PLYWOOD R—t3. CONT. DRIP EDGE OR ' /•�•..
2•
OR OSB SUBFLOOR \ c �� s - �.� - OR OSB SUBFLOOR F V v ,
@• 50. FIT VENT w
CONT. DRIP EDGE OR - ` �,
SOFFIT VENT HANGERS BL1,'S 0 i6' O.C. V% • c ,"o,:- E �c U.. 2 X IDIS 0 16. O.C. 2 X 10'5 0 16" D.C. \
r , �"" ' c 1 SKIMCOAT PLASTER OVER 1/2 >
2X IO'S 016'O.C. i _ 2X10
MCBOAT PLASTER OVER 1/2" ,*O ,,,
�JE
STIFAP OARD OVER 1 X 3
i 1 / PING ® OVER
O.C. �� \\\ a'sP ,�s�PROVIDE BLOCKING HANGERS BLUEBOARD OVER 1 X 3
c` ,, STRAPPING ® i6' O.C.
- % 5 1/4" X t 11,.7/8" LVL WOOD -BEAM TYPICAL WALL CONSTRUCTION - /�Q • • 'i?� - 5 1/4" X -11 7/8' LVL WOOD BEAM 1 '. ,•
r—� TtP1Ch. N al CC"K'���"'...'
N i r /��STAIRS BEYOND WHITE CEDAR SHINGLES ®5 1/2' T.W. POST SME MAY VAR L•lV I W�n'E CDR WH�I^rt G
D N1NG r i KITCHEN ovEER'rnECK' OVER 1(z' EXTERIOR FAMILY ROOM ova YVEcK e 1/2 ; r�
m I I� m PLYWOOD OVER 2• X 4 X 7'-4• STUDS PLYWOT 0''2 i X+ X i
' T r'' 1/2" BLUE BOARD & PLASTER 0 16' O.C. WITH 2 TOP AND 1 BOTTOM C. P. 1/2" BLUE BOARD & PLASTER ^ w 6 16' C.C. W i 2 TCS P" i K
i . r PLATE = 7'-8 1 2 STUD WALL 3 1/2- 9 m
- n 3 1/2' -� 3 1/2" R-13 F.G. INSUL: .! / " - -13 3 1/2 R-13 F.G. INSUL. PLATE = 8-2 t/: Si!.,
t , 3FIR
/4" T & G PLYWOOD
OR OSB SUBFLOOR - 3/4" T & G PLYWOOD
�_. OR OSB SUSFLOOR 6" R-19
�.o 5/4" X 6" -
f2 X 1050 16" O.C. UWUCKJ i 2'.% IDIS O /6. O.C. --—.—.—.——.—.—.— —. _..—.—. - `T-DECK1N, - O
I� 2- P.T. 2 X 8'S
WOOD BEAM L4T.4 %4•s a ,s• ' z x lo's o 16. O.c. 2525? 2 x 10's o 16• O.C.
t 0 2 X 6 P.T. SILL W/ SILL SEAL GALV. BEAM BASE
- - 4— 2 X 10 S WOOD BEAM 1 5/8" FIRECODE GYPSUM
i GALV. FOUNDATION SILL STRAPS ® 4'-0" HANGERS 2 X 6 P.T. SILL W/ SILL SEAL
i O.C. IMBEDDED IN CONC. A MIN. OF 12' 3 1/2. 0 CONC. FILLED STEEL GALV. FOUNDATION SILL STRAPS 4'-0'
1 .COLUMN ?'. O.C. IMBEDDED IN CONC. A MIN. OF 12"
GARAGE O
t a �
ASEMENT
8' X 'T-10' HIGH P.C. FOUNDATION e < 8" X 7•-10" HIGH P.C.-FOUNDATION A
WALL W/ BIT. ASHPALT FINISH e ° WALL W/ BIT. ASHPALT FIN!SH / /1
3 1/2" 0 CONC. FILLED STEEL LLJ
{ - 12"o CONS. FILLED rCOLUMN
r) RE j SONOTUSE 4'-0" MIN. BELOW GRADE
2' X 4" KEYWAY $ P. .SLAB CC •. IS) 2" X 4' KEYWAY
L4-4 ——
8" X 16' P.C. FOOTING. F- ��,,.Q%� <��; , Q _ .—.— .—.—..— .— _.—.—._
-.—.—.—.—._.
Lo
30' X 30 X 12' P.C. FOOTING :`c' / o �c �- a` ••�
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SCALE: DATE: PROJ. J
I�
1/ 4"=1 '-0 17-JUL-99 99-1130
VINE DEMON i A 261 X 32' CAPE 4Y/1 CAR D.U. BUILDING SECTIONS
GARAGE SHEET 3t
DUBLIN CONSTRUCTION LIVING G D NS, HEREBY
1997'1999 iA
JEFFREY A, BARNABY, CPBD � - Ln'INc DESICNS HEREB'� Ex REssLr ResERVEs rrs 6
I CERTIFIED PROFESSIONAL BUILDING DESIGNER BOB DUNPHY COMMON LAW REPRODUCE". THESE PLANS ARE NOT
TO BE REPRODUCE CHANGED OR COPIED.
p 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, ANY ERRORS GR osCREPANC!ES FOUND ON THESE 6
p TEL. 508-888-2747 PLANS ARE TO BE BROUGHT TO THE ATTENTON OF 0F
1 ..... LIVING DESIGNS FE R'^TO THE START OF WORK.
DEPTH
HORlZ
MIN. PITCH 1/$- PER
COLOR
To
e
'
n
r✓ _I 4
o
Lo.w v
E
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4 FEET 14 IN ES (TO ,BE PLACED ON FIRM BASE) TO BE WATER TESTED 1i j , jf 10 TRENCH FQRMAnON S !
S ET 14 INCHES 1F MORE THAN ONE OUTLET 1j ld WATER ENCOUN•IERE6 AT �� ELEY. a ��" Ili WATER ENCOUNTERID AT
i� 29'NEs 1500 GALLON (TD BE PucID ON BASE)
SOIL ABSORPTION . ''"�`'
q g ZONE
,. a FEET s4 INCHES SEPTIC TANK s/4 TO 1 1/2• SYSTEM (SAS) INDEX
WASHED STONE 'D"'sT LEGEND: DESIGN CALCULATIONS 3 "
USGS PROBABLE WATER TABLE ELEV. a EXISTING SPOT ELEVATION 00x0 NUMBER OF DISPOSAL
US
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT _
SEWAGE DISPOSAL SYSTEM PROFILEOBSERVED WATER TABLE ( I / ) - --.—r� FINAL SPOT ELEvAnoN TOTAL EsnMAI> D.FLow Q
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. m i S. r FINAL CONTOUR ( 110 GAL/BR./DAY X 8R) �AL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
UTILITY POLE i "o- ��. SOIL CLASSIFICATION I
TOWN WATER W DESIGN PERCOLATION RATE 5 !N.
CATCH BASIN
GAS LINE EFFLUENT LOADING RATE 4x74 GAL/DAY/S.F
w C� CLEAN OUT C� (EACHING AREA SQ FT.,LL
iI CESSPOOL CP. Q EACHIN t 6PACI Y (A t �
c :.
LEACHIN CAPAgTY (AREA X RATE) GAL/DAYI no t
v�s.3f', �,7t �.
RESERVE LEACHING CAPACITY �> f C , CAL1'DAY , =,
NOTES: µ
1. ALL WORKMANSHIP AND MATERIALS SHALL LWNFORM TO D E,P
I TITLE 5 AND THE TOWN OF h /'. ,^1 c « t RULES AND ,
orf 2.
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
` M
Pr,
ALL COVERS To SANITARY UNITS SHALL BE BROUGHT TO
Y WITHIN 6' of FINISHED GRADE
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHAD. BE CAPABLE OF
\ ri WITHSTANDING H-10 'LOADING UNLESS THEY ARE TINDER OR W THIN
10 FT. OF DWVES OR PARKING A.RFAS." H -ZD LOADING SHALL BE
' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING -AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
f I \ + MORTARED
A 6N HAS OIAPL1AttCE WITH ,
E
B
S. N0 D M N n BEEN MADE AS T`0 'C
l ' PLIC0T IS TO, -
DEEDED OR TAIN SUCHLD�ETERMINATION FROM APPROPRIATE AUTHORITY.
to I "€ ' �. l` `'
S.UTILITIESNG REG
MOWN /ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
To CAU_ DlG-SAFE' AT 1-858- 344-7233 A7 LEAST 72 HOURS
PRIM TO COMMENCING'WORK ON SITE
f ' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WEU AS
\TIONS PRIOR M COMMENCING WORK ON SIlL ANY AitOjJ
C
{vh y} n
IS CONDI
TO THE ATTENTION OF THE DESSN7 ENGINEER
-- a d n IMMEDIATELY.
+r`, 'B. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOW _-JON ASSESSORS'uAP As PARCEL
( 1
( P
U OVER i
I rsT ` 1
YARMOUTH COMMITTEE
r . 1
OKHRD a
�' ll
,iT. k�9 C
\I.
-' No 619 `R
BOARD OF 'HE-ALTN
4 5r ., APPROVED: }
4�\ s
' r DATE AGENT
- PROPOSED SEPTIC DESIGN
FOR
f ) �
DEPTH
HORIZ
1EXTURE
COLOR
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4 FEET 14 IN ES (TO ,BE PLACED ON FIRM BASE) TO BE WATER TESTED 1i j , jf 10 TRENCH FQRMAnON S !
S ET 14 INCHES 1F MORE THAN ONE OUTLET 1j ld WATER ENCOUN•IERE6 AT �� ELEY. a ��" Ili WATER ENCOUNTERID AT
i� 29'NEs 1500 GALLON (TD BE PucID ON BASE)
SOIL ABSORPTION . ''"�`'
q g ZONE
,. a FEET s4 INCHES SEPTIC TANK s/4 TO 1 1/2• SYSTEM (SAS) INDEX
WASHED STONE 'D"'sT LEGEND: DESIGN CALCULATIONS 3 "
USGS PROBABLE WATER TABLE ELEV. a EXISTING SPOT ELEVATION 00x0 NUMBER OF DISPOSAL
US
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT _
SEWAGE DISPOSAL SYSTEM PROFILEOBSERVED WATER TABLE ( I / ) - --.—r� FINAL SPOT ELEvAnoN TOTAL EsnMAI> D.FLow Q
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. m i S. r FINAL CONTOUR ( 110 GAL/BR./DAY X 8R) �AL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
UTILITY POLE i "o- ��. SOIL CLASSIFICATION I
TOWN WATER W DESIGN PERCOLATION RATE 5 !N.
CATCH BASIN
GAS LINE EFFLUENT LOADING RATE 4x74 GAL/DAY/S.F
w C� CLEAN OUT C� (EACHING AREA SQ FT.,LL
iI CESSPOOL CP. Q EACHIN t 6PACI Y (A t �
c :.
LEACHIN CAPAgTY (AREA X RATE) GAL/DAYI no t
v�s.3f', �,7t �.
RESERVE LEACHING CAPACITY �> f C , CAL1'DAY , =,
NOTES: µ
1. ALL WORKMANSHIP AND MATERIALS SHALL LWNFORM TO D E,P
I TITLE 5 AND THE TOWN OF h /'. ,^1 c « t RULES AND ,
orf 2.
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
` M
Pr,
ALL COVERS To SANITARY UNITS SHALL BE BROUGHT TO
Y WITHIN 6' of FINISHED GRADE
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHAD. BE CAPABLE OF
\ ri WITHSTANDING H-10 'LOADING UNLESS THEY ARE TINDER OR W THIN
10 FT. OF DWVES OR PARKING A.RFAS." H -ZD LOADING SHALL BE
' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING -AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
f I \ + MORTARED
A 6N HAS OIAPL1AttCE WITH ,
E
B
S. N0 D M N n BEEN MADE AS T`0 'C
l ' PLIC0T IS TO, -
DEEDED OR TAIN SUCHLD�ETERMINATION FROM APPROPRIATE AUTHORITY.
to I "€ ' �. l` `'
S.UTILITIESNG REG
MOWN /ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
To CAU_ DlG-SAFE' AT 1-858- 344-7233 A7 LEAST 72 HOURS
PRIM TO COMMENCING'WORK ON SITE
f ' 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WEU AS
\TIONS PRIOR M COMMENCING WORK ON SIlL ANY AitOjJ
C
{vh y} n
IS CONDI
TO THE ATTENTION OF THE DESSN7 ENGINEER
-- a d n IMMEDIATELY.
+r`, 'B. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOW _-JON ASSESSORS'uAP As PARCEL
( 1
( P
U OVER i
I rsT ` 1
YARMOUTH COMMITTEE
r . 1
OKHRD a
�' ll
,iT. k�9 C
\I.
-' No 619 `R
BOARD OF 'HE-ALTN
4 5r ., APPROVED: }
4�\ s
' r DATE AGENT
- PROPOSED SEPTIC DESIGN
FOR
f ) �