Sign off Transmittal - New 3 bdrm Home TOWN OF YARMOUTH
k: .;. HEALTH DEPARTMENT
o. x , /`,
PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 3 , 1.030,0(51 ni L A U e l x, /I-t o o 0
Proposed Improvement: 13 U I L,O A -1-k r e e h �' D? R c CM S A ti
w 0 OAS-I--I QG itz\ IOC
Applicant: IF D)S -i ) G 1 V e (A. l e,L -1.Q 1/ Tel. No.: 'o 8" 3 6 o
2/ 8
Address: 0 )oy CIIIF9 Ce.� I e i ,.,I ( I g DateFiled: 0 -o -
� 3
**Ifyou would like e-mail notification of sign off,please provide e-mail address:FA(3I 0 R e j s AAJN 2 s 61 M V 1-MA I L. Cuts
Owner Name: / f> C I y DA V )Jl.S L N
Owner Address: 4/0 (oti&T 5T S1,iie 3 Owner Tel. No.: 50E- 717 1 "I 32j E.
C1y A/10G IH , AAA 0,23,6
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please submit three (3) copies of plans, to include:
OefeiV (1.) Site Plan showing existing buildings, water line location,
and septic system location;
NAY 06 20a (2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
:HEALrH DEPT' Note:Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY. C . DATE: 4 .,1 - a I
PLEASE NOTE
COMMENTS/CONDITIONS fiarlity_.-
BASEMENT I� 1 ,
A I 1 1
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ROOF FRAMING PLAN- FOOTING FOOTING DETAILS
5" MAY p 202
CONCRETE WALL
HEALTH DEPT.
BUILDER JOS ADDRESS DE_ DATE REVISION DRAWN 5Y P_ S_
rim 0 00 o it I II d4a ,046,6igne
NUNES RESIDENCE CUSTOM THREE BEDROOM o 4-20-23 J5 2 or- 1/4 =1-0
32 WOOD51NE AVE. RANCH STYLE HOME. 1 , , 4 5 6 , ° b II 12 A 14 15 1
1 / � jjj (i) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL C2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH.
!-'t MOUTT-f, MA. FOR
LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE P.O. BOX 18� KWO,) 494: 9J�'34
0 FOR SITE CONDITIONS OR FOR THE USE of THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, ussr BARNBTABLB MA. o266B
rN
FRONT ELEVATION
REAR ELEVATION_
LEST ELEVATION
3'-811 61-411
RIGHT ELEVATION
MM
59'-O"
8'— 11
WINDOW 4 DOOR SCHEDULE
ID
QTY
MANUF,
MODEL.
NOTES
A
2
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A221
B
1
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C
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D
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FLOOR PLAN
BUILDER
JOB ADDRESS
NUNES RESIDENCE
32 WOOD51NE AVE.
YARMOUTH, MA.
DESIGN
DATE REVISION DRAWN B1' PAGE SCALE
CUSTOM THREE BEDROOM o �' � � o � 4-28-2 3 J5
RANCH STYLE LE HOME. Uj (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BLOW FROSTLIN£ VERIFY DEPTH.
LOCAL BUILDINCs CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL E1MENTS FOR DESIGN t SIZE
FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION, VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS.
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RIDGE VENT
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12 1/2" ROOF SHEATHING
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R21 INSULATION 1X3 STRAPPING 1X3 STRAPPING E1 SIDING/
1/2" WALL SHEATHING 1/2" WALLBOARD
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I
BUILDER
JOB ADDRESS
NUNES RESIDENCE
32 WOODBINE AVE.
YARMOUTH, MA.
DESIGN
CUSTOM THREE BEDROOM
RANCH STYLE HOME.
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DATEREVISIONDRAWN BY PAGESCALE
4-20-23 # JB *-OF I 1/4"=1'-O"
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AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND
ZONE
MASSACHUSETTS CHECKLIST FOR COMPLIANCE (160 CMR 5301.2,1,1.E � cHEcK
-
-..
COMPLIANCE
]'I
SCOPE
WIND SPEED (3-SEC. GUST) _______________-__
--------------------- -- - -
__-______-_- 110 MPH
WIND EXPOSURE CATEGORY --------------------------------------------------------------------------------
8
1.2
APPLICABILITY
NUMBER OF STORIES (A ROOF WHICH EXCEEDS 6 IN 12 SLOPE SHALL BE CONSIDERED A STORY)
2
STORIES < 2 STORIES __��
ROOF PITCH----------------------------------------- (FIG 2)----------------- ---------
T < 12:12 �-
MEAN ROOF HEIGHT------------------- ---------- (FIBS 2)------------------------------------
��-(2FT < 33' �-
BUILDING WIDTH, W----------------------------------- (FIG 3)-------------------------------------2B,
FT < SO' V
BUILDINGS LENGTH, L--------------------------------- (FIG 3)-------------------------------------
59_ FT < 50'
BUILDING ASPECT RATIO (L/W)------------------------ (FIG 4)--------------------------------------2.2s
< 3.1 V
NOMINAL HEIGHT OF TALLEST OPENING2 _ _ _ _ _ _ _ _ -------- (FIGS 4)--------------------------------------rv-
< 6 8 "
1.3
FRAMING CONNECTIONS
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS___. (TABLE 2) ---------------------------------------------
V
2.1
FOUNDATION
FOUNDATION WALLS MEETING REQUIREMENTS OF -T80 CMR 5404.1
CONCRETE----------------------------------------------------------------------------------------------
--�-
CONCRETEMASONRY------------------------------------------------------------------------------------
y
2,2
ANCHORAGE TO FOUNDATI0W'
5/5" ANCHOR BOLTS IMBEDDED OR 5/8" PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY
BOLT SPACING -GENERAL ________________________- (TABLE 4)--------------------------------------
2_ IN. v
SOLI SPACING- FROM- END/JOINT OF PLATE --------- (FIG 5)-----------------------------------
6 -12" IN. < 6"-12" - -
BOLT EMBEDMENT -CONCRETE _ _ - _ _ - _ _ _--------- (FIG 5)------------------------------------��-_IN:
>_1�I�= -
BOLT EMBEDMENT -MASONRY---------------------- (FIG 5)_-----------------------------------_
IN, > 15" V
PLATE WASHER ----------------------------------- (FIG 5)--------------------------------------
> 3"X3"XI/4"
3,1
FLOORS
FLOOR FRAMING MEMBER SPANS CHECKED ------------ (PER -180 CMR 55.00)----------------------------------
- V
MAXIMUM FLOOR OPENING DIMENSION- ---------------- (FIG 6)--------------------------------------
S FT < 12' - V
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2' FROM EXTERIOR WALL (FIG ro)-----------------------------
_ V
MAXIMUM FLOOR JOIST SETBACKS
SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG U-------------------------------------
0 FT < d v
MAXIMUM CANTILEVERED FLOOR JOIST
SUPPORTING: LOADBEARING WALLS OR SHEARWALL . (FIG 8)_____________________________________
0 FT < d V
FLOOR BRACING AT ENDWALLS----------------------- (FIG 9)------------------------------------------------
�-
FLOOR SHEATHING TYPE------------------------------ (PER 180 CMR 55,00)----------------------------------
__�_
FLOOR SHEATHING THICKNESS ------------------------- (PER i80 CMR 55,00)--------------------------
3/4 IN. �-
- -
FLOOR SHEATHING FASTENING . _ _____-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (TABLE 2)�_d NAILS AT r`IN EDC 12_IN FIELD >V
4,1
WALLS
WALL HEIGHT
LOADBEARING WALLS ----------------------------- (FIG 10 AND TABLE 5) -----------------------8�11
FT < 10' _ v
NON-LOADBEARING WALLS. _ _ _ _ _ _ _ _ _ _ _ _ _ _--------- (FIG 10 AND TABLE 5)-----------------------
&��FT < 20; -V
WALL STUD SPACING--------------------------------- (FIG 10 AND TABLE 5)-------------------
_16"IN < 24" O.C. -y
WALL STORY OFFSETS ------------------------------- (FIG I s 8)-----------------------------------
0 FT < d -v
4.2 EXTERIOR WALLS3
WALL STUDS
LOADBEARING WALLS ----------------------------- (TABLE 5)----------------------------
2X ro --Z-FT_4__ IN
NON-LOADBEARING WALLS ------------------------- (TABLE 5)----------------------------
2Xro ---a- FT-4- INS_
GABLE END WALL BRACING!
FULL HEIGHT ENDWALL STUDS---------------------- (FIG 10)----------------------------------------------
y
WSP ATTIC FLOOR LENGTH------------------------- (FIG 11) ------------------------------------
FT > W/3 -V
GYPSUM CEILING LENGTH (IF WSP NOT USED) -------- (FIG il)___________________________________ -FT > 0.9W,V
AND 2X4 CONTINUOUS LATERAL BRACE a 6 FT, O.G. (FIG 11) ----------------------------------------------
v_
OR 1X3 CEILING FURRING STRIPS O lro" SPACING MIN. WIT" 2X4 BLOCKING 0 4 FT, SPACING
IN END _ _ _ _ _ _ - _ _ _ _ -v
JOISTOR TRUSS BAYS----------------------------------------------------------------------------------
-v
DOUBLE TOP PLATE
SPLICE LENGTH --------------------------------- (FIG 13 AND TABLE 6)-------------------
------- FT
SPLICE CONNECTION (NO. OF 16d COMMON NAILS) (TABLEb2______________________________________
v_
LOADBEARING WALL CONNECTIONS
LATERAL (NO. OF IroD COMMON NAILS) ----------- (TABLE-1) ----------------------------------------
2_ v
NON-LOADBEARING WALL CONNECTIONS
LATERAL (NO. OF trod COMMON NAILS) ------------ (TABLE 8)_______________________________________
2
LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9)
HEADER SPANS.-------------------------------- (TABLE 9)------------------------------
-FT _0 IN. < II' V
SILL PLATE SPANS ------------------------------ _ (TABLE 9)-------------------------------
_0 IN, < 1I' -v
FULL HEIGHT STUDS (NO. OF STUDS)--------------- (TABLE 9)---------------------------------------
-2
NON -LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENINGS BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9
HEADER SPANS ---------------------------------(TABLE 9)-----------------------------
4 _FT 0 IN, < 12'_ V
SILL PLATE SPANS ------------------------------ (TABLE 9)------------------------------
_0 IN. < 12'_V_
FULL -HEIGHT STUDS (NO. -OF- STUDS) -_--------------(TABLE_9)-----------------------------------------
2
EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSL
MINIMUM BUILDING DIMENSION, ( W )
NOMINAL HEIGHT OF TALLEST OPENING2---------------------------------------------------------
A�< row, -v
SHEATHING TYPE-------------------------------- (NOTE 4)---------------------------------------
1/2 IN, V
EDGE NAIL SPACING ----------------------------- (TABLE 10 OR NOTE 4 IF LESS) -------------------
IN, -V
FIELD NAIL SPACING----------------------------- (TABLE 10)------------------------------------
IN.
SHEAR CONNECTION (NO. OF trod COMMON NAILS) (TABLE 10)______________________________________
-V
PERCENT FULL -HEIGHT SHEATHING.---------------- (TABLE 10)------------------------------------
9, -\,/
59. ADDITIONAL SHEATHING FOR WALL WITH OPENING > ro'B" ( DESIGN CONCEPTS) ------------------------
MAXIMUM BUILDING DIMENSION, ( L )
NOMINAL HEIGHT OF TALLEST OPENING 2 _ - _ _ _ _ _ - _
SHEATHING TYPE------------------------------- (NOTE 4)---------------------------------------
1/2- IN.
EDGE NAIL SPACING. ---------------------------- (TABLE 11 OR NOTE 4 IF LESS) --------------------
IN. -
FIELD NAIL SPACING----------------------------- (TABLE 11)---------------------------------------
IN. -��
SHEAR CONNECTION (NO. OF 16d COMMON NAILS ) (TABLE 11)_______________________________________
-�-
PERCENT FULL -HEIGHT SHEATHING (TABLE 11)_______________________________________
% �-
5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 61811 (DESIGN CONCEPTS) -------------------------
WALL CLADDING
RATEDFOR WIND SPEED? -------------------------------------------------------------------------------
5.1
ROOFS
ROOF FRAMING MEMBER SPANS CHECKED? (FOR RAFTERS USE AWC SPAN TOOL, SEE BBRS WEBSITE)
ROOF OVERHANG _____________________ _____________- (FIGURE 19)-------------- 1-5211 FT < SMALLER OF 2' OR L/3 -V
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT--------------------------------------- (TABLE 12)-------------------------------------U=303PLF
—�—
LATERAL--------------------------------------------------------------------------
L-Jiro PLF
SHEAR--------------------------------------- (TABLE 12)-------------------------------------S=
11PLF
RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 13)--------------------------------
T-_223_PLF .
GABLE RAKE OUTLOOKER ---------------------------- (FIGURE 20)--------------- FT < SMALLER OF 2 OR L/2
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT---------------------------------------- (TABLE 14)-------------------------------------
U-_4Lj_LB.
LATERAL (NO. OF trod COMMON NAILS)_________ (TABLE 14)-------------------------------------
L=.]ieo LB. �-
ROOF SHEATHING TYPE ------------------------------ (PER -00 CMR 58.00 AND 59.00)_---------------------
ROOF SHEATHING THICKNESS---------------------------------------------------------------
1/2 IN. > i/lro" WSP
ROOF SHEATHING FASTENING-------------------------- (TABLE 2)---------------------------------------------
--�L--
BUI_
JOB ADDRESS
NUNES RESIDENCE
32 WOOD51NE AVE.
YARMOUTH, MA,
MAXIMUM WALL STUD HEIGHT , STUD SPACING ,
RAFTER CONNECTION AND WALL SHEATHING
SEE PAGE 4 OF 5
SEE PAGE 4 OF 5
DESIGN
CUSTOM THREE 5EDROOM
RANCH STYLE HOME.
�ADBEARING
STUD HEIGHT
MAX. WALL
HEIGHT 10'
NUMBER OF
JOINT DESCRIPTION
COMMON
NUMBER OF
NAIL SPACING
NAILS
BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTERS (TOE -NAILED)
2-Sd
2-10d
EACH END
RIM BOARD TO RAFTER (END -NAILED)
2-irod
3-111o'd
EACH END
WALL FRAMING
TOP PLATE AT INTERSECTIONS (FACE -NAILED)
4-16d
5-16d
AT JOINTS
STUD TO STUD (FACE -NAILED)
2-Irod
2-1rod
24" O.C.
HEADER TO HEADER (FACE -NAILED)
16d
trod
Iro" O.G. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4-5d
4-IOd
PER JOIST
BLOCKING TO JOIST (TOE -NAILED)
2-8d
2-I0d
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-1rod
4-irod
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED)
3-11od
4-16d
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3-Sd
3-lod
PER JOIST
BAND JOIST TO JOIST (END -NAILED)
3-Irod
4-16d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2-lrod
3-lrod
PER JOIST
ROOF SHEATHING
WOOD STRUCTURAL- PANELS - - ---.---
ad
IOd
ro" EDGE / roll FIELD
RAFTERS OR TRUSSES SPACED UP TO troll O.C.
RAFTERS OR TRUSSES SPACED OVER iro" O.G.
ad
loci
4" EDGE / 4" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS
ad
lod
roll EDGE / roll FIELD
WITH NO GABLE OVERHANGS
GABLE ENDWALL RAKE OR RAKE TRUSS
ad
loci
roll EDGE / ro" FIELD
W/STRUCTURAL OUTLOOKERS
- ---
GABLE ENDWALL RAKE OR RAKE TRUSS
ad
lod
4" EDGE / 4" FIELD
W/LOOKOUT BLOCKS
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
-
ill EDGE / 10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C,
ad
loci
roll EDGE / 12" FIELD
1/2" AND 25/32" FIBERBOARD PANELS
ad
-
3" EDGE / roll FIELD
1/2" GYPSUM WALLBOARD --
5d COOLERS
-
I" EDGE_ / 10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I" OR LESS
ad
loci
roll EDGE / 1211 FIELD
GREATER THAN I"
lod
lod
roll EDGE / 6" FIELD
GENERAL NAILING SCHEDULE
HEADER SPAN
(FT.)
MINIMUM
HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
-
F STUD S FULL -EIGHT
STUD
UPLIFT
(LB.)
_ LATERAL
(LB.)
21
2-2X4
1
211
132
31
2-2X4
2
416
198
41
2-2X4
2
554
264
51
2-2X4
3
693
330
61
2-2X6
3
831
396
.11
2-2X8
3
910
462
81
2-2X12
3
1,108
528
C3
3-2X10
3
1,241
594
101
3-2X12
4
1,385
660
111
4-2X10
4
1,524
126
WALL OPENINGS - HEADERS
IN LOADeEARING WALLS
DOUBLE TOP PLA
1
DOUBLE HEADER
1�i
FULL
11't
;III
��
HEIGHT
STUD
1 ��
DOUBLE JACK STUD'`
1JI
WINDOW SILL PLATE
j
r!
-------------------------------------------------------
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D'D-
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PLATE WASHER.
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'D D 'D 'D 'D D D D D D e
STUDS AND HEADERS
AROUND WALL OPENINGS
Jc� DATE REVISION DRAWN BY PAGE SCALE Z)aaigna
14-2a-23 # J�3 *--a of r✓- 11/4.1-0
I 3 3 4 5 6 1 3 9 10 v Q IS L{ IS l.11 15
C1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE VERIFY DEPTH. -
f- LOCAL BUILDINGS CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE P.O. BOX 285 450.9J 494-9534
0 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. WE6T BA?NBlABLE MA. 02668
N
a
I
B.M.:'
C.BAS. \V r'o LGP�
EL=21.4 lI �
li
MAGNAI L:
EL=22.0
ti
1 \ PARCEL ID:
18 45/93
1
^� 19
�C)
0 ks \
i ♦' 0 .25.0'
/ 20.7 1 LOT 89 \ \ , \
�?' ♦ 2 0 P 2 O AREA=9,253t S.F.
7
/ \ � ♦ i ] \ fl PROPOSED 9 ~
`N- j 3-BEDROOM // \
DWELLING // 21.2'
27.6
PARCEL ID:
j 37/101
/ "'1�0 .
1
\16.9'
23 \ ,lb \
\ PARCEL ID:
\ \ 37/116.1
0 20 -0 .0
IT'n■IwFm F9
GRAPHIC SCALE: 1 •
RECEIVED
MAY 0 8 2023
HEATH DEPT.
YARMOUTH
LOCUS INFORMATION
PLAN REF: 16/75, 108/137 & 294/79
TITLE REF: 10161 /14
PARCEL ID: MAP 37 PAR. 100.1
ZONING: R-25 SETBACKS: 30'F-15'S-20'R
MAX. BUILD. COV.=25% PROPOSED=14.6%
WITHIN 1 COASTAL MILE, NOT IN STATE ZONE II
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO567J DATED:07 16 14
SITE & SEPTIC PLAN
(PROPOSED 3—BED)
6
LOCATED AT:
32 WOODBINE AVENUE
WEST YARMOUTH, MA.
PREPARED FOR
FABIO DOS REIS NUNES
MAY 4, 2023
QF 1tAssOF M
40ASS'cy
EDWARD a D ID
A.
F� -L1 y�R.
SoT089'S N F Y o 12' Yv
I ITAR��l7'3
MacDougall Surveying
& Associates
P.O. Box 2428
Mashpee, Ma. 02649
PH. (508)419-1086
CELL: 774-327-0617
email:
macdougaIlsurvey@comcost.net
SHEET 1 OF 2 J#2367
2" LAYER OF
8"1 2"
I1
DOUBLEWASHEDSTONE
TOF=23.0 �i�
'CLEAN SAND FILL PER 310 CMR 15.255 OR FILTER FABRIC
21.OFG
20.5FG 20.0 FG
22.0 22.0
//,/////////rrrr rrrrrrrrrrrrrrrrr
rr r rrrr rrrrrrrrrrrrrrrrrrrrrr rrrrrrr/.rrrrrrrrr /rrrrrrrr /.rr/r /rrrrrrrr/. rrrrrr/r .rrrrr/. /
19.75 /rrr/rr/„/rrr /rrrrrrrr,rrrrrrrrrr rrrrrrrrrr rrrr/rrrr////rrrrrrrrr,rr/rrr/r/rrrrrrrr r/rrrr/rrr/rrrrrrr //rrrr// //rrrr// rrr/rr/r rr/rrrrrr rrrrrrrr rrrrrrrrr ,//rr/
/////rrr /rrr/// /rlr rrr rrr rrrrrrrr rrrrrrrr rrrrrrrr rrr..
r r
RISER
RISER
4" SCHEDULE 40 P.V.C.
RISER
RISER RISER
MIN. PITCH 1/8" PER FOOT \_
LEVEL
17.5
.9' 0 S=.5 i
OR 2' 8.0' ®S=.015
loll LIQUID LEVEL
® ® ® 0 ® ® ® ® ® ® 0
P18.75 MIN.
14
18.5
UMP
® ® ® ® ® ® ® ® ® ® ® ® ® ® oo17.04
MECHANICALLY
o
48„ ADD
COMPACTED GRAVEL
4 o O
4' 14.75
GAS BAFFLE
PROP. (H-20)DB3
3/4" TO 1&1/2"
DISTRIBUTION
DOUBLE WASHED STONE
BOX W/"T"
25'
2(H-10)500 GAL. CHAMBERS
6' BASE OF MECHANICALLY COMPACTED GRAVEL
(5' W X $' - 6"L X 2' - 9 "H)
PROPOSED H-10
PROFILE OF
a
SOIL ABSORBTION (TRENCH FORMATION) o
1,500 GALLON
TANK
SEWAGE
DISPOSAL SYSTEM
SYSTEM (S.A.S.) 13' X 25' Ui
(NOT TO SCALE)
BOTTOM OF TEST PR ELEV.= 9.7
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. ALL ACCESS PORTS OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY
MUST WITHSTAND H-20 LOADING.
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE
OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEES SHALL BE ''CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND 'A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES.
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC.
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL
BE LEVEL.
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO MACDOUGALL SURVEYING & ASSOC. FOR B.O.H. AND DESIGN
ENGINEERS REVIEW AND APPROVAL.
13. NOT IN STATE ZONE II
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING
TAPE OR A COMPARABLE MEANS.
SEPTIC SYSTEM DETAIL PAGE
#32 WOODBINE AVENUE
WEST YARMOUTH, MA.
MAY 4, 2023
TEST PIT RESULTS:
SOIL TEST DATE:
MARCH 03, 2023
B.O.H. AGENT:
RENAULD
SOIL EVALUATOR:
EDWARD A. STONE
BACKHOE:
FARRELL
TP#1 EL.= 20.7 (PERC. BOT. @ 60" <2 MPI ASSUMED)
ELEV.
DEPTH (IN.)
HORIZON
TEXTURE
COLOR
MOTTLIN3
OTHE
20.0
0"-8"
A
LOAMY SAND
10YR3/2
N/A
17.2
8"-42"
B
LOAMY SAND
10YR6/6
N/A
9.7
42"-132"
C
COARSE SAND
2.5Y7/4
N/A
NO MOTTLES, NO GROUNDWATER
TP#2 EL= 20.8
ELEV.
DEPTH (IN.)
HORIZON
TEXTURE
COLOR
MOTTLIN3
OTHE
20.3
0"-6"
A
LOAMY SAND
10YR3/2
N/A
17.6
6"-38"
B
LOAMY SAND
10YR6/6
N/A
9.8
38"-132"
C
COARSE SAND
2.5Y7/4
N/A
NO MOTTLES, NO GROUNDWATER
DESIGN DATA:
NUMBER OF BEDROOMS .........
GARBAGE DISPOSAL ................. ...
NO
TOTAL ESTIMATED FLOW
(110 GAL./BR./DAY X 3 BR.)
330GPD X 200% = 660 GAL
USE NEW 1500 GAL. TANK
INSTALL: 2(H-10) 500GAL CHAMBERS (W/4'
CRUSHED STONE
ON THE SIDES AND ENDS) AND BACKFILL
WITH CLEAN SAND FILL PER 310 CMR 15.255
SOIL CLASSIFICATION ................
-- 1 ___
DESIGN PERCOLATION RATE.....
! LL-M N.
EFFLUENT LOADING RATE .........
__•74 __
REQUIRED LEACHING CAPACITY
...... 330 G_A_LLDAY
LEACHING CAPACITY PROVIDED.....
352_GALZDAY
SIDEWALL:(13' + 25')x2x(2 SIDES)(.74)=
112 GAL/DAY
BOTTOM: (13' x 25')(.74)=
240 GAL/DAY
TOTAL=
352 GAL/DAY
352 GPD PROVIDED - 330 GPD REQUIRED
= 22 GPD RESERVE
MacDougall Surveying
8c Associates
�1,0F "ass
A P.O. Box 2428
Mashpee, Ma. 02649
F N ? 508 PH. 419-1086
�F
( )
CELL: 774-327-0617
C�STE¢ email:
S�NIIARI N macdougallsurvey@comcast.net
7/3�+ SHEET 2 OF 2 J#2367