BP-822741. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS.
2. THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.
3. THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4 INCHES.
4. WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES.
5. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE
LESS THAN 6 FEET 8 INCHES.
6. RAILING HEIGHT @ OPEN SIDE OF STAIRS, PORCHES, BALCONIES, AND
LANDINGS SHALL BE MINIMUM 36 INCHES.
7. BALUSTER SPACING SHALL NOT ALLOW PASSAGE OF A 4 INCH DIAMETER
SPHERE.
8. MECHANICAL EXHAUST SHALL BE PROVIDED WITH A CAPACITY OF 50 CFM
INTERMITTENT OR 20 CFM CONTINUOUS @ ALL BATHROOM LOCATIONS.
1. FRAMING LUMBER
ALL FRAMING LUMBER SHALL BE KILN DRIED 19% MAXIMUM MOISTURE
CONTENT. LUMBER SHALL MEET AS A MINIMUM THE FOLLOWING DESIGN
VALUES FOR "SPRUCE -PINE -FIR":
A. 2X STUD CONSTRUCTION GRADE Fb=800, Fv=70, Fc=750
B. 2X JOISTS/RAFTERS NO.2 GRADE Fb=1150, Fv=70
C. POSTS NO.2 GRADE Fb=800, Fv=65, Fc=675
DESIGN CRITERIA:
FRAMING:
JOISTS, RAFTERS & HEADERS TO HAVE MIN, FIBER STRESS OF 1,000-#2 &
BETTER SPRUCE
2. CONNECTORS/FASTENERS WITH HIGH EXPOSURE TO OCEAN SALT AIR SHALL
BE SIMPSON SST300 STAINLESS STEEL TYPE 303, 304, 305, OR 316.
3. CONI
CONDII
REAR PERSPECTIVE
SCALE: 1 /4"=1'-0"
14'-O"
RAMP FRAMING PLAN
SCALE: 1 /4"=1 '-O"
2' MINIMUM
SIDECOVER
POST BASE DETAIL
S•7 SIMPSON AB44
4X4 PT POST W/ (2) 1/2
GALV. CARRIAGE BOLTS
TYP.
(2)2X10 HEADER BEAM
NOTCH INNER 2X10
INTO 4X4 POST TYP.
® US210 JOIST HANGER
® X10 PT FLOOR JOIST
@ 16, O.C. TYP.
2 PLATFORM HEADER BEAM DETAIL 1
S.l
STAGGER FASTENERS
IN 2 ROWS
12" O.C.
2" MIN.
MN. FOR 2
O O O O 6.5" MIN. FOR 2,XB10
5° MAX[ 7.6 MIN. FOR 2X12
MIN.
2" MIN.
LEDGER LAG SCREW, THRU-BOLT, OR
ANCHOR WITH WASHER
EXTERIOR SHEATH!NG
EXISTING STUD WALL
EXISTING 2X BAND
JOIST OR V MINIMUM
EWP RIM BOARD
2X FLOOR JOIST,
WOOD I -JOIST,
OR MPCWT
EXISTING
FOUNDATION WALL
LEDGER BOARD FASTENING SPACING & CLEARANCES
4"-6" THRESHOLD CAREFULLY
FLASHED AND CAULKED TO
PREVENT WATER INTRUSION
CONTINUOUS FLASHING
EXTENDING PAST JOIST
HANGER
DECK JOIST
? DIAMETER LAG
SCREWS OR THROUGH -BOLTS
WITH WASHERS
JOIST HANGER
2X LEDGER BOARD; MUST BE GREATER
THAN OR EQUAL TO THE DEPTH OF THE
DECK JOIST AND NO GREATER THAN THE
DEPTH OF THE BAND JOIST
4 GENERAL ATTACHMENT OF LEDGER TO RIM BOARD
S.7
48" CLEAR
48" CLEAR
��
N raj
00 �
M
i
O i}
N �
5 ACCESSIBLE RAMP RAILING HEIGHTS AND CLEAR WIDTHS
S.7
TYPICAL RAILING CONSTRUCTION `
4X4 PT POST @ 8' O.C. MAX.
BALUSTERS @ 5' O.C.
TOP OF GAURD RAIL TYP. SHALL BE
MIN. 36" ABOVE FINISH FLOOR
TYPICAL DECK CONSTRUCTION
10" DIA. SONO TUBE 48" BELOW GRADE W/
EMBEDED 8" ANCHOR BOLT.
BOTTOM OF 4X4 P.T. POST ATTACHED TO
ANCHOR BOLT W/ SIMPSON A844 POST BASE.
2X10 P.T. FLOOR JOIST @ 116' O.C.
ATTACHED TO 2X10 LEDGER W/ SIMPSON
LUS210 JOIST HANGERS & ATTACHED TO BEAM
W/ SIMPSON H2.5A CONNECTORS TYP.
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PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
I.- 7 MPri
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTH, MA 02748
DATE:
7.29.16 (REVISED 12.30.16)
DRAWN BY: CHECKED BY:
CL, JG DS
DRAWING INDEX:
COVER
A.1 .... STANDARD DETAILS
A.2.... EXTERIOR ELEVATIONS
A.3....FIRST FLOOR PLAN
AA .... FOUNDATION/FIRST FLOOR FRAN
A.5.... ROOF FRAMING PLAN
A.6.... BUILDING SECTION(S)
Any reproduction, possession, or use of this
drawing or any part thereof without the written
permission of South Coast Architecture is
prohibited.
FIRST FLOOR PLAN_
SCALE: 1 /4"=1' -0"
SCALE: 1 /4"=1'-0"
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GENERAL NOTES:
FFF = 100.1+/-
1. THE SANITARY SEWAGE DISPOSAL SYSTEM SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
REQUIREMENTS OF LATEST REVISION OF TITLE V OF THE STATE ENVIRONMENTAL CODE AND LOCAL BOARD OF HEALTH
REGULATIONS. ANY MODIFICATION TO THIS DESIGN MUST BE APPROVED IN WRITING BY THE ENGINEER AND THE LOCAL
TOP OF FOUNDATION
BOARD OF HEALTH PRIOR TO IMPLEMENTATION.
ELEV.= 99.0+i-
2. NOTIFY THE LOCAL BOARD OF HEALTH WHEN THE SYSTEM IS READY FOR INSPECTION, PRIOR TO ANY BACKFILLING. IF
PROPOSED "SWEET AIR"
CONFIRMATION OF CONSTRUCTION IS REQUIRED BY AN ENGINEER, 4 DAY ADVANCED NOTIFICATION IS REQUIRED FOR
a
FINISH GROUND = 97.0 MIN )
PROPOSED H2O DBOX 8 RISER
CHARCOAL FILTERED VENT
(OR EQUAL)
THE INSPECTION AS -BUILT.
& COVER TO WITHIN 6" OF GRADE
4" SCH 40 SOLID PIPE (TYPICAL)
3. CONTRACTOR SHALL VERIFY AND CHECK THE BENCHMARK AND ELEVATIONS AS SHOWN ON THIS PLAN PRIOR TO
. A,
6" ( in)
FINISH GROUND = 95.6 MIN)
15' MIN. -
CONSTRUCTION OF THE PROPOSED SYSTEM.
PROPOSED CONCRETE MANHOLE RISERS _
& COVERS TO WITHIN 6" OF GRADE
6„
( In)
2-4" SCH 40 PVC INSPECTION PORTS
4. DEEP TEST HOLE INFORMATION INDICATES SOIL CONDITION, PERCOLATION RATE, AND WATER TABLE ELEVATION AT
W/ THREADED END CAPS END CAPS (TYPICAL)
THE TIME AND LOCATION OF ACTUAL TESTING AND SHOULD BE VERIFIED AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH IF GROUNDWATER OR PERCHED WATER IS ENCOUNTERED AT
2" OF 1/4"- 1/2" WASHED PEASTONE COVER
EL = 94.6
�L = 94.6
TO DIFFER OM WHATS INDICATED ON THIS DESIGN PLAN. PERC &
HRCORDER OR IF IUPPLIED
I
= SLOPE 072
6
�- UQUIDLEVEI
6"MfN
_ _
- -
J
ANFORMA ION STION
ONTHFS OFFICE WAS USED
_
_
2"
H 40 PVC
4" CH 40 PERFORATED PVC PIPE SL = 0.005
INV. EL = 94.1
j:SSOILS
I
14 „E
"
4 (m n)
_
INV. EL -
.�
I N THIS SYSTEM IS NOT DESIGNED FORTH10" USE OF A GARBAGE
5. UNLESS SPECIFIED IN THE BASIS OF SANITARY DESIGN, ,
;'
'�'�
INV. EL - 94.94
4" SCH NITARY
_
INV. EL - 94.69
INV. EL = 94.57
BAFFLE
94.40 4-
6"+ OF 3/4"- 1 1/2" WASHED STON
_
GRINDER OP. OTHER HIGH WATER USAGE DEVICES.
,'
TEES TO BE
PROV PROVIDED
1
150'
3'
6. THE SEPTIC TANK SHALL BE A 1500 GALLON TANK, UNLESS OTHERWISE SPECIFIED ON THIS DESIGN FLAN, ANDFFII i EU
I'
r--- INV. El, = 95.14
' I
_
PROPOSED
GAS BAFFLE
' I
INV. EL = '
4" SCH 40 PERF. PIPE (TYPICAL)
5 p�
WITH PVC SCHEDULE 40 INLET TEE AND OUTLET TEE WITH GAS BAFFLE OF PROPER LENGTH. SEPTIC TANK
E'F= St
'.•.
4,MIN. 1,500GALLON
94.34
ISTRIBUTION BOX
CONSTRUCTION SHALL CONFORM TO 310 CMR 15.226.
•
,; •'' ;
.
SEPTIC TANK
4.0'
7. THE SEPTIC TANK AND DBOX COVERS ARE TO BE BUILT UP TO WITHIN 6" OF THE FINISHED GRADE UNLESS OTHERWISE
a
:• ' .. • • '
Y
a10.01
5' SAND OVERDIG
MOTTLES EL c
89.6 (@ TP # %4)
SPECIFIED ON THIS DESIGN PLAN.
i
♦ •
i;, 'Z_-•
Rv LFVFL COMPACTED GRAVEL BASE
-
8. SEPTIC TANKS, DISTRIBUTION BOX, AND PUMP CHAMBER (IF REQUIRED) SHALL BE PLACED ON A 6" MINIMUM
PROFILE OF DISPOSAL SYS r EM
NOT TO SCALE
ADJUSTABLE CURB BOX
SET TO FINISH GRADE
DOUBLE STRAP SERVICE SADDLE
WATER MAIN
\v T--• CORPORATION STOP
BOX COVER
SERVICE LINE
3/4" TYPE "K" COPPER TUBING-,
CORPORATION STOP, POSITIONED ON
CONCRETE PAD OR FLAT STONE
WATER SERVICE
CONNECTION DETAIL
(NOT TO SCALE)
UP / UP HYDRANT UP
-r ! ! ! r .f 11r !-•*---! ! w ! r ! r
BENCHMARK -
MAG NAIL IN PAVEMENT PROPOSED 3/4" TYPE K COPPER
ELEV= 100.00(ASSUMED) / = WATER SERVICE (OR APPROVED EQUAL) RUSSELLS ILLS ROAD
S
v NA/ VALVE TO GRADE ( E DETAIL)
02 �� 9 k
102-10A i0 ,�1 01�- 99 - - 100� - 9y / 99 9„ - / / / / SA00UP
gg- -�� 00�-------99----� 98-------- - --- / J
98-9?- ` -� 98 97 _ - - - _' 97 - - nJ'4°29'0 " I f / / DCC WET 1
=- =9s - _ - - 96
98 - "300. ' DCC WET 2
17.17 94--`�� ----�n AAA
- \� l� �- DCC WET
-102 RESERVE 36.
TP 1 - - 9? AREA PROPOSED \ I W \
TP13 DRIVEWAY / 966. W l (ZLU
0.1' 8� s/93 i � c�On
PORCH / �ii _j
65 F'- ' DCC WET 4
1 = / > MAP
/ ' L) W I� 1 , ASSESSORS 33
PROPO D / O v LOT 93
I DWEL G F.G.F. = 9 . +/-
?'I.8 T.O.F. 99.0 (24.0' x 14.0') / 05 Q
4. I° (28.0' 36.0') / a ET 5
\ DCC W
I 1 180.0'
PROPOSED 50.0' / y�
4" SCH 40 PVC
SL=0.01,L=12.
PROP.1500 GAL. SEPTIC
TANK, W/ 4" SCH 40 TEES Z
(SEE NOTES & DETAILS)
SITE PLAN
SCALE: 1" = 30'
DCC WET 6
/ 101
/
//i� lorl Ile//������/�/ DCCWET7
11
ell / 2 j� ' / / , ASSESSORS MAP 28
LOT 49
'� w/ / AREA=60,000.OSq.Ft.
j °1/ %// / ) I 1.38ACRES t
DCC WET'
i 1 100.3
• u�� 11p5 �� 1pgp3 ?�
-1 10� .105104 u- CD300.00'
U. m O Ln N °29'04" E
�CD
2 ID U_ DCC WET 9?
O
O UU "" O
O > N ASSESSORS MAP 28
00
' DCC WET 10 LOT 52
EXCAVATE ANY UNSUITABLE SOIL 36"+/- EL = 89.0 COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING.
9. THE PIPE BETWEEN THE HOUSE AND THE SEPTIC TANK SHALL BE 4" SCHEDULE 40 PVC, OR OTHER APPROVED
PROPOSED CHARCOAL
FILTERED VENT
0 0 00
0
MATERIAL AT A MINIMUM OF 0.02 SLOPE (1\4" PER FOOT IS RECOMMENDED). ALL OTHER PIPING SHALL BE PVC SCHEDULE
40. ALL JOINTS MUST BE WATERTIGHT, SEALED WITH ASPHALT CEMENT OR OTHER CEMENT SUITABLE FOR THAT SPECIFIC
COMPONENT.
10. NO HEAVY EQUIPMENT SHALL BE RUN OVER THE COMPONENTS OR THE PREPARED LEACHING AREA DURING
INSTALLATION. RUBBER TIRE MACHINERY ARE NOT TO BE DRIVEN OVER THE PREPARED NATURAL SOIL BASE OR
SAND/STONE BED DURING SYSTEM INSTALLATION.
11A. SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA SHALL CONFORM TO 310 CMR .15.246 & 15.247.
25.00' 11B. ANY EXCAVATION OF UNSUITABLE MATERIAL DESIGNATED ON THE PLAN SHALL CONFORM TO CONSTRUCTION IN FILL
REQUIREMENTS AS OUTLINED IN 310 CMR 15.255 (1-6).
15.00' 12. ANY CLEAN -OUTS AND INSPECTION PORTS SHOWN SHALL EXTEND W/IN 3" OF FIN. GRADE AND CAPPED WITH A SCH 40
5.00'
5.00'
N
0
Z
0
-4
Z
-D
+N
0
V AND
THREADED CLEAN OUT FITTING.
13. LEACHING AREA VENT IS NOT REQUIRED BUT RECOMMENDED AND SHALL BE CONSTRUCTED OF 4" SOLVENT WELD
SCH 40 PVC, THE TWIN 90 DEGREE ELBOWS COMPRISING THE "U" SHALL NOT BE GLUED. ANY D-BOX VENT PIPE SHALL
UTILIZE AN INLET KNOCKOUT. VENT TO EXTEND 24" MIN. ABOVE PROPOSED GRADE.
14. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY AND WHEN THE SOLIDS AND SCUM
DEPTH EXCEEDS 1\3 OF THE LIQUID DEPTH, OR THREE YEARS HAS ELAPSED SINCE THE LAST PUMPING, THE TANK AND
THE LEACHING PIT (IF ANY) SHOULD BE PUMPED.
PROPOSED 4" SCH 40 PVC
15. UTILITIES SHOWN HAVE BEEN TAKEN FROM RECORD DRAWINGS AND FROM SURFACE EVIDENCE OBTAINED BY
SOLID PIPE ON-THE-G;OUND SURVEY. NO REPRESENTAION AS TO THE ACCURACY OR COMPLETENESS OF THE UTILITIES SHOWN IS
MADE BY THE SURVEYOR/ENGINEER VERIFICATION OF UTILITIES AND LOCATIONS ARE THE RESPONSIBILITY OF THE
CONTRACTOR WITH THE AID OF DIG SAFE AND OTHER RESPECTIVE UTILITYCOMPANIES.
PROPOSED 3/4"- 11/2"CLEAN 16. ALL WELLS FOUND WITHIN 200' OF THE PROPOSED LEACHING AREA ARE SHOWN NO SEPTIC SYSTEMS FOUND WITHIN
100' OF THE PROPOSED WELLS. LOCUS NOT LOCATED WITHIN AN AQUIFER PROTECTED DISTRICT.
WASHED STONE WITH
PEASTONE COVER 17. ALL COMPONENTS OF THE SEPTIC SYSTEM ARE TO BE MARKED WITH A MAGNETIC TAPE CAPABLE OF BEING
DETECTED BY A METAL DETECTOR.
18. TOPOGRAPHIC SURVEY AND PROPERTY LINE DETERMINATION ARE AS PREPARED BY ROMANELLI ASSOCIATES, INC.
PROPOSED 4" SCH 40 PVC AND SUPPLIED TO THIS OFFICE.
PERFORATED PIPE 29. REFER TO PLAN BOOK 68, PAGE 14 AND DEED BOOK 1710, PAGE 537.
CONSERVATION RELATED NOTES:
1. SITE IS NOT LOCATED WITHIN AN ESTIMATED HABITAT OF RARE WETLAND WILDLIFE SPECIES.
2. LO: (IS LOT IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE SHOWN ON THE FEMA FLOOD MAP 25005C-0459F, DATED
717/09.
a �. :, a.a..-.v.L'. � �1:.�?V..v':.StLI d ..3 v... ... .-. T'vVF: Vr 1 f IL :':L a. Vf�LL-• ti:a: .... ...
CONDITI`dS (IF ANY) AND ALL NECESSARY PERMITS PRIOR TO ANY SITE ACTIVITY.
4. A PRECONSTRUCTION CONFERENCE, IF REQUIRED, IS TO BE HELD BETWEEN THE CONTRACTOR AND
THE CONSERVATION AGENT PRIOR TO CONSTRUCTION.
PROPOSED H2O RATED DISTRIBUTION BOX 5. ANY SILTATION FENCING OR HAYBALES ARE TO BE INSTALLED, AS SHOWN ON THE SITE PLAN, PRIOR
ARE TO REMAIN IN PLACE AND BE MAINTAINED UNTIL ALL ACTIVITIES ARE COMPLETED AND
I WITH CONCRETE BAFFLE TO ANY ACTI ITY
III VEGETATION ESTABLISHED.
0. ANY SUBSTANTIAL SILT ACCUMULATION AGAINST THE SILT FENCE IS TO BE REMOVED BY HAND
LABOR. ALL CONSTRUCTION LITTER AND DEBRIS IS TO BE REMOVED FROM THE VICINITY OF THE SILT FENCE
OR HAYBALE LINE DAILY.
TYPICAL LEACHING AREA DETAIL 7. NO REFUELING OF VEHICLES IS ALLOWED WITHIN 100 FEET OF THE RESOURCE AREA.
NOT TO SCALE
ZONING REQUIREMENTS:
DEVELOPMENT REQUIREMENTS: SRB -SINGLE RES. 'B' (ESTATE LOT RELATED
MINIMUM LOT FRONTAGE 200.00'. (50' FOR ESTATE LOT)
MINIMUM TOTAL AREA 80,000 sq. ft. (240,000 sq. ft. FOR ESTATE LOTS)
MINIMUM FRONT YARD 60.00 (200' FROM STREET) (30' IF GRANDFATHERED)
MINIMUM SIDE YARD 20.00' (10' IF GRANDFATHERED)
MINIMUM REAR YARD 20.00' (10' IF GRANDFATHERED)
PERCENT LOT COVERAGE REQ.D 50%,
PERCENT LOT COVERAGE PROVIDED 5.9 %+/
ELEV. = 93.0
ELEV. = 91.8 -
ELEV. = 90.5
ELEV. = 90.0
ELEV. = 89.5
ELEV. = 84.2
ELEV. = 83.(
ELEV. = 92.1
:LEV. = 91.3 -
ELEV. = 89.9
ELEV. = 89.1
ELEV. = 84.8
ELEV. = 84.4
8. IF A CERTIFICATE OF COMPLIANCE IS REQUIRED AT THE COMPLETION OF THE PROJECT. NOTIFY THE
CONSERVATION AGENT AND THE ENGINEERING COMPANY FOR ANY REQUIRED INSPECTIONS, REPORTS, OR
BASIS OF SANITARY DESIGN AS -BUILT PLANS THAT MAY BE REQUIRED.
BUILDING USAGE: 4 Bedroom House 9. WETLANDS AS DELINEATED BY DARTMOUTH CONSERVATION COMMISION PER A-1 SITE INSPECTION DATED 8/24/15.
TITLE V SEWAGE FLOW: 4 Bedrooms x 110 GPD/Bedroom = 440 GPD
SEPTIC TANK SIZE: 1,500 Gallon
GARBAGE GRINDER: Not Designed ToAccomodate a Garbage Grinder Q D HEALTH STAMPS
WASHING MACHINE: Yes
PERCOLATION RATE: Test Pit 101= 6 Mln/inoh, Test Pit 102 = 7 Min/lnch THE APPROVAL BY TH RS TR I ` LAN
DESIGN RATE: 10Minilnch Cass l/Soll DOES NOT GUARANTEE THE ENGINEERS AS -BUILT P
PROPOSED LEACHING FIELD INFORMATION ;FFECTIVENESS OF ANY INSTALLATION CERTIFICATION STATEMENT REQUIR -_D
BOTTODESIGNMAREA: 15 Ft FLOW PROVIDED: 750 q.Ftt x)0.60 GPDI/Sq.FL =450 GPD DARTMOUTH BOARD OF HEALTH
- BOARD OF HEALTH
SOIL SUITABILITY ASSESSMENT INFORMATION INSPECTION REQUIRED
DATE(S): 10/23/2015
PERFORMED BY: DAN GIOIOSA WHEN EXCAVATED
WITNESSED BY: CHRIS MICHAUD { ISTRUCTION OF THIS SEPTIC SYSTEM
TP # 101 0"(GRD.) ELEV = 93.0 TP #A102 0„,.,RD.) jIUST BE COMPLETED WITHIN THREE (3) THIS SYSTEM IS NOT DESIGNED
SANDYLOAM SANDYLOAM YEARS OF THE DATE OF APPROVAL FOR GARBAGE GRINDER,
10YR 3/3 14" ELEv.= 91.8 10YR 3/3 14' WHIRLPOOL OR OTHER
SANDYLOAM SANDYLOAM _ ADEPROVED BYTOWII4 OF DARTMOUTH HIGH WATER USE DEVICES
10YR 3/3 30" ELEV. = 90.3 10YR 3/3 3j, BOARD OF HEALTH
36" ELEV. = 89.3 44 • L� ii^ _
MOTTLES MOI, i'LES -
PERC. TEST = PEr 0. TEST =
6@M42/INCH ELEV. = 89.0 7 !IN/INCH48DATE: (0IL,311
C1 C1 c
LOAMY FINE SAND LOAMY FINE SAND - AGENT c'� / �`J /
2.5Y 6/3 2.5Y 6/3
106" ELEV. = 84.7 100.11D"
120" ELEV. = 83.0 12�" P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
• Z� pF �S��G
KEVINJ. F� RONNIE OLIVEIRA
TP # 103 TP # 104 SILVA N RUSSELLS MILLS ROAD
A 0' (GRD.) ELEV. = 93.1 A 0" �GRD.) CIVIL
SANDY LOAM SANDYLOAM N0.49878 ASSESSORS MAP 28, LOT 49
10YR 313 10" ELEV. = 92.3 10YR 3/3 10\���.
B B , GIs DARTMOUTH, MA
SANDYLOAM SANDYLOAM ENGINEERING L L C
10YR 313 26" ELEV. = 90.6 10YR 3/3 �„
C 1 MOTTLES ELEV. = 89.6 MOTILES P.L.S. STAMP -
LOAMY FINE SAND nK P.O. BOX 1338
2.5Y6/3 WESTPORT, MASSACHUSETTS 02790
88" C 1 (774) 319 - 5305
92" LOAMY FINE SAND
C2 2.5Y6/3 Contact Person: Kevin Silva
COARSE5/4ND Checked By: KJS Date: 6/11/2016
ELEV. = 82.1 I 120" ELEV. = 84.1 I 108'
16-027
FFF-1D0,1+1-
Top OF ;FOUNDATION
ELEV' ' 99 0+1.
PROPOSED ►i20 DR10x t
r f-A. a "�u .. -- _.-r s- *r_F! 40 SOLID PIPE (TYPICAL)
PROFILE OF DISPOSAL SY,5TEM
NOT TO SCALE
ADJUSTABLE CURB BOX
SET TO FINISH GRADE
fr fi fi �
•
r
BOX COVER
SERVICE LINE
ILLS 314' TYPE *W COPPER T1J8 1 y-'
CORPORATION STOP. POSITIONED ON
T� CONCRETE PAD OR FLAT STONE
LOCUS "
WATER SERVICE
CONNECTION DETAIL
(NOT TO SCALE)
UP /- 'Up' HYDRANT tJP
-....�r�--a►--��r*�.+-1►-�•f r�r-�--+•w tar II► r
EL!!V • 1'J!a OAP WASe (OPT APPROVED mot.)
RUSSELLS ILLS ROAD
p M WATER SHUTOFF
VALVE TO GRADE 11WE Dp: TAaL} >e<1 _ -
' �- Dip
1r~ - aF`- ^ „' ! - _" - >77 -- --- - .- '24 --• _../ %� r -� DCC WET 1
IN 24
WR4- ` 3O0 / ¢' DCC WET 2
tar 1' At- -- .r oe OCC WET 3
r +G2 lIESEttVE
TP-1 Cft%TWAY 99 �+•+ '� to
PORCM j DCC WET
ASSESSORS MAP 33
i
,+ LOT 93
! FAY, ■R;1S+4+
T.0 (Z
F 139 C (I�A A a i+I.O') Q 0
Ixz CL DCC WE
5
19C A'
r ° f DECK /
BL•O1-4.L""12
PROF "w GAL SEt'TIG ! / , pa(WE 141070 8 OF -AILS)
DCC WET 6
jx
r904 at ////!/ f� �/�
EXCAVATE ANY UNSUITABLE SOIL W+l• EL • $9,0
PROPOSED CHARCOAL.
FILTER ED WENT
25.W
15.W
� j 5.00-1 5'wjLl
C7
c�
z
M
t7
0
0
z
a
TYPICAL LEACHING AREA DETAIL
MMY Tn Af_ALF
,,,-- WOODEN POST
PROPER SILT STOP' SEDIMENT
CONTROL FABRIC (OR EQUAL)
TRESS REINFORCEMENT SAND
. �BACKFILLTRENCH
E- MIN. DEPTHivATIVF Son.
SILT FENCE
INSTALLATION DETAIL
(NOT TO SCALE)
ELEV. • 1*0 -
ELEV ■ 91.6 -
ELEV, • OU -
ELEV ■ 90a 0 -
ELEV ■ 90.b -
ELEv. w 642
ELIEV a E3.(
/•� / /i/ -./ta -/' air w 921
ASSES I1M�P Z!!/�`��� DCC WET 7
LOT 4161 �/ fl/ f� /i r �100,
fr, /r 4" r ASSESSORS MAP za ZONING REQUIREMENTS: �E+►. • 9I� .
/* i/!� ;.�,. 1 t LOT 411
AREA ■ +C1.0134 OSq Ft- DEVELOPMENT REQUIRI`Y AENiB: S -SINGLE RES-'B' Ti�TE LOT RI�.AiEO � . 00.1
1.35ACFtEB t 200.04 57 FOR ESTATE LOT)
MINIMUM LOT FRONTAGE
DCC WIE " A0,0W Sq. IL (240.000 9q R. FOR ESTATE LOTS)
MINIMUM TOTAL AREA EIEW. ■ 84.9
MINIMUM FRONT YARD 00.04' (200' FROM STREET? (W IF GRMDFATHERED)
30I3.#70 20W (10' IF GRANDFATHERED)
MINIMUM SIDE YARD
��, N VYET 97 MINIMUM REAR YARD (10' IF GRANDF14TitEREO)
t� ELE1► w tCt '
v a p ASSESSORS MAP 2B PERCENT LOT COVERAGE RECI-D � _
S P" S 41iN
1. „ LOT 52 PERCENT LOT COVERAGE PROVI DED
DcC WET 10
p EDEDFILTERE0V"o
(OR EOLIALI
I THE SANITARY 1! WACIE t3l5MS 4 SYILTW SWNM Kf AEON MALL BE W4 T XrED #4 lam'
REQLNi vEwM OF LATEST FmMS*q OF THE v Of TK STATE ENy oNA+ENTAL CYO A LOCJ1
REOLkATIOAA ANY LI C FOCAT04 TO THIS DE:SMO't MUST Be APPROVED 14 WiRfnNG BY THE
BOARD OF "MTH i'RJOA TO IIAPLELIENTATK7►1
2 NOTIFY TIC LOCAL BOAM OF HM11,11 WHEN THE VSTfU IS $t"Oy Ftq P*MCT*N. p11 RiORR]C»K'I
1D
O70tmFtMAToN OF COhtxTIRtJCT1ON! IS REQU'Pt£D OY AH ENGTVEEAR. A DAY ADvANMO NOT'rFCAT
1Vf IOHSPECTION A"MT.
3 COMPACTOR SrWL VE !FY AND CHECK Ta* 6A'iaG rc APM ELEVATIONS AS S► 0wN O" Twft
COMST'RVCTMN OF THE PPJP'OSCO SYSTEM
4 OCFP TEST HOLE 99001tATION te+a0 M.ATt?S $IR COpgXTiON. PERCOLATION & T F- AND WA' ER 19
THE TO& AM LOCATION OF ACTUAL TI 'STWO AND 5401J4.[) 9E VE FW= AT THE: TILE OF CC ST
MOT
EL w 44 6 CO TRrACTi R 8}0a Noy" THE LOCAL OnA tO OA WALTH IF GROUNDWATER OR FIEPC14CD
A H*PCR ELEVATION OR IF Cot CoWjM� FOUND TO DIFFER rMOMW$,ATS pj04C ,TIrD ON+ T'iIi'rOL'S
SMS MiEC,ORD Pro t"1 Ar*N SUp'LM€o TO Ti is OFFICE WAS USED,
1' 5 LlNRESS SPECIFIED IN TMI! WtS OF LWTAVAY OCSIGH, rm'S SYSTTM I$NC1TDE&0WOFORVWV
GRINDER OR OTHER H04 WATER USAGE DE 1 l
IS- THE SEPTIC TAW N ALL SEA I WO ONA4 I TANK., DUESS OTW- M/sSE 9�G� �AM � TH EI
WRN PVC SCHEDULE 40 i LET TEE 00 OUTLET TEE lSAF
WVITH GAS. F1.E OF PROPE
C04STALCTOW SMALL CONFORM TO 310 CLIA 1522RI,
I� 7 Twv. aMr I'IC TA1VK JWD Dt30x Ors ARE TD [!E eUm.T LIP TO tN►9 TMIi+ #' OF THE FPO SIRED G U
04 a (a ) SniC VD ON TW3 DES► 4 PLAN
PROPOSED 4' SCH 40 PVC
SOLID PIPE
PROPOSED W4' -111Y CLEAN
WASHED STONE VM
PEASTONE COVER
PROPOSED 4' SCH 40 PVC
PERFORATED PIPE
a SEPTIC TAW OiSTFRO 1T H SOX AND pVW 00~t (IF R1i ED) 04ALL WE PLA= o" Ar M
COMPACTED GRAVEL GA" TO PREVENT ENT MEAV140 OR $15MV40,
I TM@ wt SET'wm THE FMmse Am THE SEPTIC TAW SMALL SE 4- SCHEDLALE 40 PVC. OR OTl{S=A
WTMAL AT A AlEt MUM OF 0 02 SLOPE (tK- PER ropy 13 RECOMAEROEi)) ALL OTPCR PIP04 "I'L I
40 ALL JOM1TS MUST N WATEAtTI OT, SEALED W" ASA KJ4.T CEMENT OR OrP" CENT gorMOLIE I
COMPONENT
10 NO HEAVY tQUI NT DML K AtIN OVER THE CompC#4E.tM OR THE PREPARED LEJ4d04 AW
RST'ALLAT04 AnJ68ER rR£ IAALlI;.NfAY Aft NOT TO M ORNEN OVER THE PIIfPAPM NAT-"M'0L
tl" TW IIE0 DURING MTEU V4TALLAT:DN
IIA_ SOIL PREPARATIDN P!R"OCEDURE, FOR THE LEACHWti FACIL)TY AREA SKALL COWORM TO 310CW
ii0 ANY t)wAVATION OF LA'.sLmTAS31LE WITERLRL DEmNATED ON rm PLAN viuj-COt'~10 Tian
:I1QU 4E1aD'I't'9 AS OUTL0ED IN 310 CAR 13 = 0 41
12. ANY OxIf,AMldXM AND •,*pjCTX>j POR'I',I &I1mN S+oa EXTEND WM mN 3* OF FTN GRADE A100"
T14MAM MEAN OUT F"7140,
IY LL01CHM AREA WENT 13 NOt REOUIRED OUT RECOMMENDED AND SMALL: DE CONSTpt)C m OF 4r I
" 40 PVC, THE TWIN co DEGREE Ef.WM Ct3MPlitS 4 THE: 'T Sru.LL NOT be GLU€D ANY
UTit= AN 9 SIT' KNOCKOUT. VENT TO DOTEMD 74- LM ABOVE PkOPOSED GRAM
14, FOR PP4M PEAFORMANCF. THE SVT)C TAW SHO ULJD SE INSPECTIE D Mr OJALl Y AM WVHM'Rt
09'T1! REDO TI.3 OF Do U0VI0 OE VTI.4.OR THREE YF-JM K49 ELAPSED SAKE THE LAST
THE LEACHM Prt QF ANY) t3F10R1t.D at PUS,
It VTIe.fM 3HO WN !SAVE BEEN TAKEN "Otr1 RECORD ORAWING4 AND i ItW SURFACE EM0943FCO
04.rWooAOUND SURVEY. NO ItEPFtF$E.NTAMN AS TO THE AOCURA CY OR COLD l fT1 V-;'OaF "EV
V AQE BY THE VERWIC ATiOM OF UTII.MS AND LOCCATION"S ARF THE RESPMM
cOwmACToR WAIN THE Am OF DMG SAFE ANO OTHER PtESF'ECTNE UTItJTY404 P"" "S
11 ALLWYfLL9 FOUND WiTf9N 2W OF THE PROPOSM LEACH NG AM ARE tlMOWl NO 8MM VOK
IW OiF TK PAWOSM W:1.,LOCUS ►DOT *.{GATED WrrHW AN Ate PROTECTED DISTiRICT.
17 ALL CoMpO NEWS OF THE SC-p 1C SYSTE-M ARE TO BE ICED "TH A MAOiKTIC TAPE CAPAIII E'
DEMCMD BY A METAL DE7ECTM,
1` nknWHC SURVEY AND Pt tTY UWE ?IATZN AM AS PREPARED ISY aAOMANED P
AM ISPA ED TD TM OFFICE
29 Aal:l+'pR TO PLAN BOOK 65. PAGE 14 AND DICED DOOK I T M PAGE 63.7
C"ER'VATION RELATED NOTES;
I VM tS i 0T LOCATED V""N AN ESTIMATED MIA TAT OF RARE WETLAND WWRD JFIE MC"-
I- LOCUS LOT aS NOT VATHiN A SPMAJA FLOO7O MAZWO Z. SHICOWN ON TK i; EkRA FLOOD MAP 10
TlIA9.
S R Cb TWE CJC tTRA�TOR3 RFtSPOd#SMStLITf TO R3E CtlRE A Cc7PY tyF TI4£ Pi£t i]at o ORDIM OF
.a COW-Aro= LIT i:` Y j 4,110 ALL NECESSARY P ERM.RR3 t►R7f rFR Tm A 4v 001R ACYV'T'f
4 4 A PRECONSTRUCTION COW €1R NCE, n-011RED, 15 TO 8C NEW BETWEEN TW COMRACrMj
TK CONSERVATION AGENT PRIOR TO 0 N"3TRt CT0ON
PROPOSED RM RATED DISTRIBUTI(XI CI S ANY SILTATION FENCM OR 1409ALES ARE TO SE INSTALLED. AS SHOWN ON THE SITE PLAN. !a
WITH CONCRETE BAFFLE TO AW ACt N AND ARE TO REMAIN IN MACE AND BE MAXTAP" RJNTX ALL. AC'I'K'IT'ES ARECr
WEGETATIiO7N ESTABUSHED
d ANY SMTANTLO-L SILT ACCLA RATION iILIiAltM THE SILT FENCE ►S TO BE RED BY HAM
LAIR ALL CO NSTRL CTiON L1iT1`R ANO O3ESMS 13 TO BE REMOVED rROM THE VICINITY OF TIEI
OR HAYSALE L04E DAILY,
7, NO REFUELING OP VDOCLEg'!3 ALLOWED'WIT)ON 100 FEET OF THE KESOL ME AREA.
9 IF A CERTIFICATE OF CO MPLWOM 13 FWJMW AT THE O LrTX)N OF T1iE PROJECT. No'T1
CONSERVATION AGENT AM THE ENGVEEJSING COL4PANY FOMt ANY R.E{211MO WSF EC7'IO>Mk !lam
W JW OF SA ;AAIY 6tS1O A •
it UILDP4 UWt
4 B.own
TITLE V SEWAGE FTXW
4 80ft" II t TO GPDVd&W" • 44 ODD
SEPTIC TAW "5=-
1,=
OMRIAM GRINDER
W Dwonod isAaMmodob • Gr+wp G*dw
WA
Y.a
Pd4GOtAT11Od! RATE:
Tow Pr to ■ t Tait PR 102 a 7lI&v%t
DESIGN RATE
10 AMrfrxJ'I CbO I Sal'
PROP0690 LE ACHM FELD DIF'ORMATMON
SOTTO M AREA:
13 Fl (+Iron X !SO M"R (lf 91h) ■ 7*,+0 Sq FL
DES04 FLOW PROVIDED* 750 Sq FL Y 0 M WV95 n ■ 430 GPI)
S+D!!. SUIITAIlILM ASSESSMENT INFORMATION
DATE(S):
ta3tZfl15
PERFORMED BY.
DAN GIOI05A
VATNESSED BY:
CHRIS MICHAUD
t
TP 0101
tr pm }ELEVw
930TP 0102
$A?d0Y LOAM
SANDY LOAIA
1 RI11! J17
14•
ELEV, w 91.A
10YR 3t3,
R+M iA
�
71v
ELEV. • 9135
�
g
39"
ELEV. • e9J
MOTTLES
rm
PEtIG. TE3T ■
ELEV, a 119.0
TTw
,
C1
CA I
LOAM > SAND
L�Z SANO
2 SY W)
SY
1 oar ELEV ■ 647
iz r ELEV- w 87
TP 0103
A
tr LGRO I
ELEV. ■ 231
SANafLtvYR y°'s`�
1("
e
SANDYLOAM
10" so
-
ELEV, ■ 90 9
' b0 9
C1
LOAMY SANDMOTTLESELEV
2.SY
or
C2
SAME!
OOA1W
10Yt4 !V4
12Or t3EV w S41
TP aft 104
SANDY LC6ko#
1�vYA
LOAMYc ,
V3
1CF
BOARD OF HEALTH STAMP'S
P.E, STAMP SEPTIC SYSTEM DESIGN
KEVTN J.
SIt VA
CIVIL
No 11"Ta
RONNIE OLIVEiRA
RUSSEI.LS MILLS ROAD
ASSESSORS MAP 28, l01
OARTMOUTH,Mq
N
t:NU I EF-RI +� ,
P.O. BOX
WESTPORT, MAS ACUSETT
4) 319 - 5305
se �.
Contact�Person:Person:Kevinin �--.--
Checked BY: KJS r
G��
FRONT PERSPECTIVE
NOT TO SCALE
ASEREVIHTIONS
REAR PERSPECTIVE
N -
NOTE: THESE ARE ARTISTIC FlEPRESENTAI%kJ5 OF h+E OENEPAL APEE.ViAHCF 6 TIE 51AUCfL1PE_ T1K 9d.AD NOT SE U51D FOR [Or�51R1CTN RIRPOSE5.
A.F.F.
ABOVE FINISHED FLOOR
GBG
GRILLES BETWEEN GLASS
S.C.
SOLID CORE
ALUM.
ALUMINUM
G.C.
GENERAL CONTRACTOR
SHT
SHEET
AT
ACOUSTICAL TILE
GWS
GYPSUM WALL BOARD
SPECS
SPECIFICATIONS
SLOG
BLAMING
GYP
GYPSUM
SO
SQUARE
CI
CENTERLINE
INSUL
INSULATION
S.S.
STAINLESS STEEL
OLST
CLOSET
LVL
LAMINATED VENEER LUMBER
STL
STEEL
CMU
CONCRETE MASONRY UNIT
MAS
MASONRY
TEL
TELEPHONE
C.O.
CASE OPEINGING
MEM
MEMBRANE
TAL
TRUST JOIST
COL
COLUMN
MISO
MISCELLANEOUS
T.O.
TOP OF
CONIC
CONCRETE
N.I.0
NOT IN CONTRACT
TYP
TYPICAL
CT
CERAMIC TLL.E
O.C.
ON CENTER
VERT
VERTICAL
DEL
DOUBLE
PKT
POCKET
V.I.F.
VERIFY IN FIELD
DIA
DIAMETER
POLY
POLYETHYLENE
W1
WITH
EA
EACH
P61
POUNDS PER SQUARE INCH
WO
WOOD
ELEC
ELECTRICAL
P.T.
PRESSURE TREATED
GALV
GALVANIZED
PTD
PAINTED
GS
GYPSUM BOARD
RAO
RADIUS
GENERAL
O AT
d. AND
i. DENTER NE
----�i` ELEVA7KXJ AA+LerC
NORTH ARROW
TPROJECTNORTH
TOP OF WALL MARKER
INTENOfi ELEVATION
MARKER
xa..w,a
oc..a r.,eei
X araTnu
X.X DETAIL DESCRIPTION
ccc+u.�wn.:m
eecTlo-+�AAael
X
X.X SCALE: Tx• -too
oanwan sr�rNules�
Important Note
The assembly of the structure shall follow these Specifications, the Referenced Codes and the Building Plans in its entirety in order to comply with the requirements of (IRC2009R301 .2.1 .1 Item 1)
BUILDING CODES/ LIABILITIES
SOUTH COAST ARCHITECTURE SHALL AGREE TO USE REASONABLE CARE TO COMPLY WITH ANY AND ALL FEDERAL, STATE OR LOCAL LAWS, ORDINANCES, RULES, REGULATIONS IN ORDER WHICH ARE APPLICABLE TO THE WORK DONE UNDER THIS CONTRACT.
ALL CONSTRUCTION IS TO FOLLOW ALL LOCAL AND STATE BUILDING CODE. ORDINANCES AND REGULATIONS SHALL BE CONSIDERED AS PART OF TOE SPECIFICATIONS FOR THIS BUILDING AND TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED OR
IMPLIED. SOUTH COAST ARCHITECTURE SHALL NOT BE LIABLE FOR INCIDENTAL, SPECIAL, CONSEQUENTIAL, OR INDIRECT DAMAGES OF ANY KIND, INCLUDING, BUT NOT LIMITED TO, LOSS OF ANTICIPATED PROFITS, BUSINESS OPPORTUNITY, OR OTHER ECONOMIC
LOSS ARISING OUT OF THE USE OF SERVICES OR ANY CONSTRUCTION PLANS RECEIVED FROM SOUTH COAST ARCHITECTURE EVEN IF SOUTH COAST ARCHITECTURE HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE. IT IS THE OWNER/ BUILDERS
RESPONSIBILITY TO ENSURE THE ACCURACY, COMPLIANCE WITH APPLICABLE STATUTE OR REGULATION, AND FITNESS OF PURPOSE OF ANY PLANS OR CONSTRUCTION INFORMATION RECEIVED FROM SOUTH COAST ARCHITECTURE PRIOR TO USE THEREOF.
FIELD CONDITIONS AND VERIFICATION
THE CONTRACTOR MUST VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY DIMENSIONS ON THE DRAWINGS AND, DURING THE COURSE OF CONSTRUCTION AND MEASUREMENTS AT THE SITE. ANY DIFFERENCES _! " .�" j
FOUND SHALL BE SUBMITTED TO SOUTH COAST ARCHITECTURE IN SUFFICIENT TIME FOR CONSIDERATION AND DIRECTION BEFORE PROCEEDING WITH THE WORK INVOLVED. THE LOCATION OF APPARATUS, EQUIPMENT, FDMJRES, INCLUDING PLUMBING AND ELECTRICAL !!)
FIXTURES, PIPING, DRAINAGE, DUCTS, OUTLETS, ETC., SHOWN OR SPECIFIED BUT NOT SPECIFICALLY DIMENSIONED SHALL BE CONSIDERED AS ONLY APPROXIMATE. THE ACTUAL LOCATION SHALL BE AS DIRECTED BY SOUTH COAST ARCHITECTURE AND AS REQUIRED TO
SUIT THE CONDITIONS AT THE TIME OF INSTALLATION, BEFORE INSTALLATION, THE CONTRACTOR SHALL CONSULT SOUTH COAST ARCHITECTURE AND ASCERTAIN THE ACTUAL LOCATION REQUIRED. HE SHALL ALSO CONSULT WITH OTHER TRADE CONTRACTORS AND
EXAMINE THEIR DRAWINGS SO AS TO AVOID CONFLICTS WITH OTHER WORK AND APPARATUS. THE CONTRACTOR SHALT_ PROVIDE ALL SUBCONTRACTORS WITH SUFFICIENT INFORMATION TO COORDINATE AND COMPLETE ALL ASPECTS OF THE WORK.
VJ U
_ 0 C
C o
W w0
.�x�
n U � .c
^^0`
L- 0 L
co
^Q
W
^L
LL
PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
OWNER:
LOCATION:
MAP 28 LOT 49 RUSSELLS MMLS RD.
DARTMOUTH, MA 02748
DATE:
729.16
DRAWN BY: CHECKED BY:
CL, 3C DS
DRAWING INDEX:.
COVER
A.1....STANDARD DETAILS
A.2....EXTERIOR ELEVATIONS
A.3.... FIRST FLOOR PLAN
A.4....FOUNDATIONIFIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6.... BUILDING SECTION(S)
Airy IeF.roduotbn, Paeeeaebn, of — of IN,
drawirV of arty Part "mot wdhoUt the wrkten
M—esion of Souh Coast Architecture is
P.hft.d.
COVER
NUMBED CF NUMBER OF N.AIl 6PAGN0
JOINT DEBCRIPTK)N (YJMMON NALB BOK WJLB
ROOF FRAMING
2-80
2-1 OD
EACH END
BLOCKING TD RAFTER (TpEJWILED)
2-16D
3-16D
EACH ENO
RIM BOA.Rp TO MFTEA (EI•m-N _cq
WALL FRAMING
TOP PLATES Q INTER6EOTK>NS (FACENA&ED)
4-16D
$-16D
a JDINrs
STUD TO 6WD(PAGE-NAILED)
2-16S
2-16S
160
160
16' O.O. d QDGES
HEADER TO HEADER (FAGE-NAILED)
FLOOR FRAMING
J016T TO SILL. TOP PLP.TE OR GIRDER (rOE-NAILEO) (FK3.14)
4-8D
4-10D
m.P T
BLOCKING TO J016T(TOENAILED)
2-80
2-10D
EACH ENC
BLOCKING TO 61L1 OR TDP PLATE (rO AaEM
3-16D
4-16D
EAOH ai-cl
LEDGER 6rRIP To 8"M CA WADER (FACE•NAA 90)
3-160
4-16D
EACH JOTS'
JOIST TO LEDGER TO BEAM (TOE -NAILED)
3-80
3-100
PER JOIST
EAND JOINT To-IsT (END-NAILED)(FK3.14)
3-16D
4-18D
PER.Ip16T
EAND JOIST TO MLL OR TOP PLATE(r0E-Ji-EDj(#imi 4)
2-160
3-160
PER FOOT
ROOF SHEATHING WOOD 6TRWWRAl PANE N)
MFTER90R TRUN6E8 SPAr..ED UP TO 1B 0.0.
BD
10D
?EDGE/B'FIELD
RAFTER60R TRV66E65PACED OVER IBO.C.
6D
10D
4•EDGVI 1ELD
oABLE ENOWALL RAKE DR RAKETRUSS WiO DABLE OVERHANG
80
10D
CEDOE/BMLO
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BD
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GABLE ENDWALLM OR RAKE TRUSS W/ LCOKOUr Is—
8D
10D
4'ECOE REL0
CEILING SHEATHING
OYPSUM WALLBOARD 5DL.L.R.TEDGE/10•FIEL
WALL SHEATHING (WOOD 6TRWWPAL PAN ii)
STUDS SPACED UP TC 24. O.o_
80
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BD
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60
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3.3 WOOD I-101STIFLOOR TRUSS SYSTEM
3.3.1 Wood Ijoist/floor truss system shall comply with the requirements set forth in the manufacturer's
code evaluation report. (Shop drawings for floor trusses shall be stamped by a MA PE.)
3.5 FLOOR SHEATHING
3.5,1 Floor Sheathing Type (Der IRC 2009.Chapter 5)
3.5 2 Floor Sheathing Thickness 3/4"
3.5.3 Floor Sheathing Fastening shall be 8d nails (a) 6" edge / 12' field (Table 2)
3.6 FLOOR BRACING
3-6.1 Blocking shall be provided at panel edges perpendicular to floor
framing members in the first two truss or joist bays and shall be spaced
at a maximum of 4 feet on center (Fig 9.1) Refer to (Table 2) for
nailing requirements.
4.0 TYPICAL SHEAR WALL CONSTRUCTION
NM. wood Si-h"Pad,,W b. nivi-aid 0716'.ik.d&Wr65-
i Panels shall be installed with strength axis parallel to studs.
b All horizontal joints shall occur over and be nailed to frmrus)g,
ui. On single story construction, panels shall be attached to bottom plates and top member of the double top
plate,
iv. On two stun- construction, upper panels shall be attached to the top member of the upper double top plate and
to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower
attachment made to lowest plate at first floor framing,
Horizontal nail spacing at double top plates, band joists, and girders shall be a double tow of 3d staggered at 3
inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment
4.3 EXTERIOR WALL SHEATHING
4.3.1 Sheathing Type shall be min. 7/16 OSB
43.2 Edge Nail Spacing shall be 6" O.C.
43.3 Field Nail Spacing shall be 1245C.
4.3.4 Wall Cladding shall be Rated for 110 MPH Wind Speed
5.4 WOOD ROOF TRUSS SYSTEM
5.4.1 Wood roof truss system shall be designed, manufactured, and installed in accordance
with ANSUfPII National Design Standard for Metal Plate Connected Wood Truss
Construction, the truss design drawings, and/or the manufacture's code evaluation report.
(Shop drawings for roof trusses shall be stamped by a MA PE)
5.5 ROOF SHEATHING
S.5.1 Roof Sheathing Grade (per IRC 2009 Chapter 8 A 9)
3.5.2 Minimum Roof Sheathing Thickness shall be h1LN. 7/16"
5.5.3 Edge Nail Spacing shall be 6' O C.
53.4 Field Nail Spacing shall be 6'O C.
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PROJECT NAME: OLIVEHLk
PROJECT #: 6301651
OWNER
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTH, MA 02748
DATE:
7.29.16
DRAWN BY: CHECKED BY:
CL, JG DS
DRAWING INDEX:
COVER
A.1 ....STANDARD DETAILS
A.2 EXTERIOR ELEVATIONS
A.3....FIRST FLOOR PLAN
A.4.... FOUNDATION/FIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6....BUILDING SECTION(S)
Any, mprod"oon, pos talon, or u of the
drewing or aIN Pan thereof withola the written
P.-L.I.. of SoDth Coast AMhiteCtune le
prohibited.
LEFT SIDE ELEVATION
SCALE.
FRONT ELEVATION
(SCALE. 1K'=1'A'
ROOF PLAN
6CP1 : 11E'=1—
REAR ELEVATION
SGALE 1.6'=1'-0'
RIGHT SIDE ELEVATION
E' _EJA-YYN NC-9-
WP4_'CV0S
I-ALLWINDOWS SMALL BE ANDERSEN 400 SERIES OR EQUAL SEE NOTES
BELOW FOR ADDITIONAL INFORMATION
SERIFS: 400 SERFS (OP EQUAL SPECIFICATIONS)
EXTE:S'7i: %ME (VE=FY WrH OWNER)
MEF" P—PNIS-1ED WHITE (VERIFY WITH OWNER)
SCFLEN. FULL SCR_'EN ON AL OPERABLE UNITS
HA ---WARE WFi'= (CLASSIC) (VERFV WITH OWNER)
OLAZI .G TYPE. I.E. (TEMPERED LOCATIONS BASED CN FC 2009. L.OW4E
2. ALL WINDOW SUES TO BE VERIFIED BY G.C. PROP TO ORDERNO.
3. CvC. SHALL FORWARD WINDOW SHOP DRAWINGS TO OWNER PRIOR TO
ORDEi44G OWNER APPROVAL OF SHOP DRAWINGS IS FOR DESIGN INTENT
ONLY. GC. FIESPONSBLE FOR FIELD COORDINATION.
4. SEE EX -ER IOR ELEVATIONS TO VERIFY LITE PATTERNS AND HINGE SIDE FOR
CASEMENTS AND DOORS.
5. ALL WINDOWS AND PATIO DOORS SHALL HAVE (C$G). (VERIFY WITH OWNERb
& MTALL WINDOWS WITH SHIMS, NAILING FLANGE, a. STRAPS PER
MANUFACTURERS RECOMMENDATIONS. INSTALL E' STRIP ADHESIVE ICE S
WATERSHIELD OVER A SIDES OF NAILING FLANGE. INSTALL EXPANDABLE
FOAM SHIELD
AT 4 SIDES OF ALL WINDOWS.
7. WINDOWS W/ EXPCSUPE TO OCEAN AIR SHALL HAVE CORROSION RESISTANT
COMPONENTS.
S. WTNDO'NS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL
HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS.
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PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
OWNER:
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTH, MA 02748
DATE:
729.16
DRAWN BY: CHECKED BY,
CL, Jr, DS
DRAWING INDEX:
COVER
A.1 ....STANDARD DETAILS
A.2....EXTERIOR ELEVATICNS
A.3....FIRST FLOOR PLAN
A.4....FOUNDATION/FIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6....BUILDING SECTION(S)
�d—hg
or eny Palssipn of South Coat Avhtteoture is
bl.ed.
PLAN NOTES:
1. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS.
2. THE MINIMUM TREAD DEPTH SHALL BE 9INCHES.
3. THE MAXIMUM RISER HEIGHT SHALL BE 8-1 K INCHES.
4. WIDTH OF STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES.
5, THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE
LESS THAN 6 FEET S INCHES.
6, RAILING HEIGHT Q OPEN SIDE OF STAIRS, PORCHES, BALCONIES. AND
LANDINGS SHALL BE MINIMUM 36 INCHES.
7. BALUSTER SPACING SHALL NOT ALLOW PASSAGE OF A 41NCH DIAMETER
SPHERE.
S. MECHANICAL
INTERMITTENT OEXHAUST PROVIDED
0 C M CONTINUOUS@WITH A CAPACITY OF 50 CM
BATHROOM LOCATIONS.
PARKING LOT
(PER SITE PLAN
FIRST FLOOR PLAN
scuF: 114--1 a
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PROJECT NAME: OLIVEIRJL
PROJECT #: 6301651
OWNER:
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUM MA 02748
DATE:
7.29.16
DRAWN BY: CHECKED BY:
CL, JG IDS
DRAWING INDEX:
COVER
A.1 ....STANDARD DETAILS
A.2....EXTERIOR ELEVATIONS
A.3....FIRST FLOOR PLAN
A.4....FOUNDATIONIFIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6....BUILDING SECTION(S)
Arty raFmtlictbn, poeaession. or u6e of thla
tlreNing or aM Part tttateof wdt+out' wr tten
P.-hibt n 0 SotAh Coast Amhlteohr. 16
prohibifHtl.
V FOUNDATION NOTES:
CONCRETE:
1. THE CONTRACTORl SHALL COORDINATE THE LOCATION AND FAZE OF
OPENINGS FOR UN[ERGROUNO UTILITIES PRIOR TO THE ERECTION OF FORMS
AND THE POURING bF CONCRETE.
2. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI
WITH MAXIMUM 1 MCH AGGREGATE AND MAXIMUM S% AIR ENTRAINMENT FOR
EXTERIOR CONCRETE EXPOSED TO MOISTURE.
FOUNDATIONS:
1. THE ALLOWABLE PRESUMED SOIL BEARING CAPACITY IS 2000 PSF, WHICH IS
TO BE VERIFIED IN THE FIELD BEFORE CONSTRUCTION.
DESIGN CRITERIA:
FOUNDATIONS:
FOOTING' TO BE 3,000 PSI CONCRETE W1 REINFORCING
FOUNDATION WALL$ TO BE 3,000 PSI CONCRETE
FLOORS & SLABS TO BE 2,500 PSI CONCRETE
COMPACTED FILL:
1. FOOTINGS TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL- 95%
OF MAXIMUM DRY DENSITY,
2. ALL SOFTIORGAMC OR UNSTABLE AREAS SHALL BE REMOVED AND
REPLACED WITH COMPACTED FILL.
DESIGN CRITERIA:
SOILS CONDITIONS:
ASSUMED SOIL BEARING 2,000 PSF MIN,
CONTRACTOR TO VERIFY CONDITIONS
PERIMETER FOUNDATION DRAINAGE:
1. CONTRACTOR TO FURNISH AND INSTALL PERIMETER FOUNDATION DRAINAGE
SYSTEM SET IN CRUSHED GRAVEL (A.S REQUIRED PER SITE CONDITIONS)
I
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� �i�is. r�ens�som'�au� m's.t
DROP WINDOW 41 EAC
BASEMENT WINDOW LOCe1TION TY
(AREA W ELL MAY BE REOU M
DEPENDANT ON FTNY
GRACE ELEVATID
FOUNDATIONIFIRST FLOOR FRAMING PLAN
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PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
OWNER:
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTH, MA 02748
DATE:
7.29.16
DRAWN BY: CHECKED BY,
CL, JG DS
DRAWING INDEX:
COVER
A.1..,.STANDARD DETAILS
A.2..,.E}TERIOR ELEVATIONS
A.3....FIRST FLOOR PLAN
A.4....FOUNDATIONIFIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.5....BUILDING SECTION(S)
Aty teprpplG[bn, T,rosaoaeipn, or uae of 1t11e
d—N or ery part thereof witYnut the WrlBen
Perftion of South Coaet Amlift otI— is
P.Nbit9r3.
�lj
FRAMINO NOTES'
1. FRAMING LUMBER.
ALL FRAMING LUMBER SHALL BE KILN DRIED 19% MAXIMUM MOISTURE
CONTENT. LUMBER SHALL MEET AS A MINIMUM THE FOLLOWING DESIGN
VALUES FOR 'SPRUCE -PINE -RR':
A. 2X STUD CONSTRUCTION GRADE Fb.800, P-70, FC-750
B. 2X JOISTSIRAFTERS N0.2 GRADE Fb-1150, PY 70
C. POSTS NO.2 GRADE Fb-800, F-65, F-675
DESIGN CRITERIA:
FRAMING:
JOISTS, RAFTERS & HEADERS TO HAVE MIN. FIBER STRESS OF 1,D00-12 &
BETTER SPRUCE
2. CONNECTORStFASTENERS WITH HIGH EXPOSURE TO OCEAN SALT AIR SHALL
BE SIMPSON SST3D0 STAINLESS STEEL TYPE 303, 304, 305, OR 316.
3. CONNECTORS/ FASTENERS WITH EXPOSURE TO NORMAL EXTERIOR WET
CONDITIONS SHALL BE MIN. SIMPSON ZMAXMDQ
ROOF FRAMING PLAN
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PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
OWNER:
LOCATION:
MAY 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTA, MA 02748
DATE:
7.29.16
DRAWN BY: CHECKED BY:
CL, JG DS
DRAWING INDEX:
COVER
A.1....STANDARD DETAILS
A.2....E7?ERIOR ELEVATICNS
A.3.... FIRST FLOOR PLAN
A,4....FOUNDATION/FIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6....BUILDING SECTION(S)
r
taproduotbn, Possession, or use of this
np or any pert threof wft_qtheWMtsnI,ion of Sotgh Coast Amhftect_ Is
bitad.
FRAMING NOTES:
1. FRAMING LUMBER
ALL FRAMING LUMBER SHALL BE KILN DRIED 19% MAXIMUM MOISTURE
CONTENT. LUMBER SHALL MEET AS A MINIMUM THE FOLLDNING DESIGN
VALUES FOR SPRUCE -PINE -FIR:
A. 2X STUD CONSTRUCTION GRADE Fb-800, FV.70, PO-750
S.
JOISTSRAFTERS NO.2 GRADE F'b-1150, P-70
C. POSTS NO.2 GRADE Fbm800, P-65, F-675
DESIGN CRITERIA:
FRAMING:
JOISTS, RAFTERS & HEADERS TO WAVE MIN. FIBER STRESS OF 1,000-*2 &
BETTER SPRUCE.
2. CONNECTORS/FASTENERS WITH HIGH EXPOSURE TO OCEAN SALT AIR SHALL
BE SIMPSON SST300 STAINLESS STEEL TYPE 303, 304, 305, OR 315.
3. CONNECTORS/FASTENERS WITH EXPOSURE TO NORMAL EXTERIOR WET
CONDITIONS SHALL BE MIN. SIMPSON ZMAX)HDG.
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PROJECT NAME: OLIVEIRA
PROJECT #: 6301651
OWNER:
LOCATION:
MAP 28 LOT 49 RUSSELLS MILLS RD.
DARTMOUTH, MA 02748
DATE:
7.29.16
DRAWN BY: CHECKED BY:
CL,JG DS
DRAWING INDEX:
COVER
A ....STANDARD DETAILS
A.2....EXTERIOR ELEVATIONS
A.3....FIRST FLOOR PLAN
A.4....FOUNDATION/FIRST FLOOR FRAMING
A.5....ROOF FRAMING PLAN
A.6....BUILDING SECTIONS)
Arty Mprod=On, Poseeesion, or uBe of thls
do hp r 9ry Part Uvm WOhtwt the written
Pe bt,on W South Coast Architecture W
pr Nbted.
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