HomeMy WebLinkAbout0981 SANTUIT-NEWTOWN ROAD - Health 981 SANTUIT=NEWTOWN
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TOWN OF BARNSTABLE
LOCATION VIA SEWAGE#
VILLAGE Q&kkfTdW S MAJ ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. A fq kk 01t So 1 ►i
SEPTIC TANK CAPACITY , S 00
LEACHING FACILITY:(type) (2 ) Sa'!(A Q 0A-,MZK(size)
NO.OF BEDROOMS 3
OWNER M O G\r�G
PERMIT DATE:-94
�. 11
. COMPLIANCE DATE:
Separation Distance Between the: 0
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) '5 3 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist w.hin
300 feet of leachin ) N Feet
r FURNISHED BY
(30
Ap �� � Pao ^�t
AG =SS`A
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IN AT- U4 10
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Sam' �n�b�vTn
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No. P'`�� FEE
COMMONWEALTH OF MASSACHUSETTS
Board of Health, _ MAF-Am.
APPLICATION L®R DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct/Repair( ) Upgrade( ) Abandon( !/Complete System U Individual Components
Location g a% S _ v Owner's Name
Map/Parcel# Z L,oT'cbZ► Address
Lot# l 40 TeISTWHEN DOYLE AND A550CIATES
Installer's Name fh Designer's Name42 CANTEOURY LANE
Address �;� Add s FALMOUTH.MASSACHUSMS 025W
Telephone# Telephone#
Type of Building s.<j� Lot Size 43 5-7Z sq.ft.
Dwelling-No.of Bedrooms 3 Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow(min.required) 3'30 gpd Calculated design flow -3-4 42 Design flow provided 3 4 45 gpd
Plan: Date 9_=' 0 95 l Number of sheets Revision Date lAr
Title S t4I,.��1 VX,
Description ofSoil(s)
Soil Evaluator Form No. Name of Soil Evaluator .S •i7au,y� Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agre s to install the above es 'bed In ' ual Sewage Dispo al System in accordance with the provisions of TITLE 5 and
further agree n io c �e a op ration a Certificate o Co fiance has been issued by the Board of Health.
Signed Date L�
Inspections
No. �dt !� 4 \'! . �)
FEE
COMM®NWLALTI ,®L MASSACHUSETTS
Board of Health, "I�Ae7 4--1 t 1V t32c.I:t IYlA.
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct(v)' Repair( Upgrade( Abandon(ti) - ('Complete System ❑Individual Components {
/
Location 9 $ 59c+.h�1 l��-�- i�r v ►�1 ' Owner's Name
Map/Parcel# -z, �^p'f "�"a''Z Address
Lot# /�'_"`^' - �� T(SWHEN 00
Installer's Name t1�') - i .� Designer's Nann+2 CANTERNK.LANE
Address ? le� �t AdWT FALMOU7H.MA5SACHU5ETT5 025rw
Telephone# 4,) Telephone# 1
Type of Building Y �+Ac Lot Size 'OK 3 �7 Z sq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),Cafeteria (_)
Other Fixtures
Design Flow (min.required) 3-3 r-j gpd Calculated design flow '3 q 9, Design flow provided "3 4� gpd
Plan: Date - !� fit ., ►- Number of sheets_ _ Revision Date
Title S r,ir-� 4t �— t!�[ ��►�� T'a t7 `k
Description of Soil(s) �rs. .. '�J�,L,1..► tea. 1...me r L_
Soil Evaluator Form No. Name of Soil Evaluator -S • ��nl l_� Date of Evaluation -7 ' -
1
DESCRIPTION OF REPAIRS OR ALTERATIONS
r
The undersigned agrees to install the above de cse ii ed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees,to n'oft Mce,th�e system/m op/er.,a ionun/til a Certificate of Com Hance has been issued by the Board of Health.
Signed f .s °f// Date 1 11C7 Q-
r' 1
Inspections
4�No. �01
FEE
COMMONWEALTH OF MASSACHUSETTS
Board of Health,
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System; Constr cted ( ),Repaired ( ),Upgraded ( ),Abandoned ( )
by: m—. /' D_ A IT' 0
at
has been installed in accco dance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. -10 l T dated `1- 7���". AppropedDeslgn Flow _ (gpd)
Ile
Designer: Inspector: Date:
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No. o2G� FEE
COMMONWLALT14 OF MASSACHUSETTS
Board of Health, MA. ,
r
DISPOSAL SYSTEM CONSTRUCTION PERMIT ,'
Permission is hereby g,anted to; Construct _Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal systemPP
at �p I ^- �� as described in the application for
r �
Disposal System Construction Permit No. dated
Provided: Construction shall be completed within three years of the date of__t__his__ e,,rmit. All to a\1 conditions must be met.
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date l"�2` 1( Board of Health Gam\ r/ ��
t
Town of Barnstable
IME'O'ro Regulatory Services
* Richard V. Scali,Interim Director
* anxxsrnaM
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewa a Permit# �0I1—3 Assessor's Map\Parcel z-T -gl
STEPHEN DOYLE AND A55OQATE5 <00-7.� �oz
Designer: 42 CANTFRBI lRY t ANF Installer: Z:;;= 1.4 e U-r re, O a
Address:
EA5T FALMOUTH.MASSACHUSETTS 02W
ress: trr:N X—�(,����
SJdaurvey®a0l.com
e5Zy�3/
On ZZ- l� �KN y_1.2_ G l A .�`,was issued a permit to install a
Nate) (installer)
septic system at '1°bl Sa �,._ !�="1 4 1OW" 3Vbased on a design drawn by
(address)
dated 5 -r
(des ner) 1
VI ertify that the septic system referenced above was installed substantially according to
t e design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced abov ; was co d in compliance with the terms
of the IAA approval s (if applicable) OF�qs ►��P\ 0 OF��S
v o P��is rER o9y i
D g ID �yG ♦ STEPHEN �►
z m►
(Installer's Sig ature MASON r^ DOYLE -�10.
►
0. 66 fib �. .p�NO. 57559
G/gTFPs ♦ Of: r„ �Pv �
( signer's Signaturey Affix Designer's Stamp He e)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASeptic:\Designer Certification Form Rev 8-14-13.doc
SU rG 4
Town of Barnstable P# (�/�a 2-
' Department of Regulatory Services
B Public Health Division Date _
200.Maid Street,'Hyannis MA 02601
rill tylltt� � X i'75
Date Scheduled /
. Ti'ma / Fee Pd._ Vcm,b
M.
:s~
Soil Suitability Assessment for Se e Dispa,�al101
-03
Performed-By: Witnessed By:
LOCATION&•GENERAL INFORMATION
Location Address Owner's Name GL%V:ZC,;)
i A
Address "'i✓cV�cGSr��� L�.
Assessor's Map/Parcel ` Z.:+ '�`a2, Engineer's Name S.`ti7���1 46
NEW CONSTRUCTION REPAIR Tele hono#
Land Use• Slopcs(96)_ L. �y� surfhco Stones
Distancea ftm: Open Water Body Ip ft Passible Wot•Arca—�Q ft Drinking Water Well —<.-�ft
Dmlhage Way_ A ft Property Une t! tt Other 7ft
SKETCHt(Street name,dimensions of lot,exact locations of test holes&pore tests,locate wetlands-in proximity to holes)
I0 it
,
4�
Parent material(geologic) Depth to Bedrock
Depth to Oroundwater, Standing Water in Hole: tt,� Weeping from Plt Fnca .1
Estimated Seasonal High Groundwater �S f
DETERMINATION FOR SEASONAL-HIGH WATER TABLE
Method Used:
De th Observed standing in obs.hole: In, Depth to soli mottles.
Dcj1th to weeping from side of obs.hole: In, Umundwater Adjusttaent
Index Well4 Reading Dato: Index Woll Imval Ad j hotbr_Adj.Groundwata. avrl
PERCOLATION TEST Daie �iv►„e ID vv
Observation
Hole# 1 Timn at 4"
Depth of Pero Time at 6"
Start Pro-soak Time @ l0' 1,0; 1 Time(411• ' _
End Pro-soak 1 ije� O Z G�t�l't'`�/►-tea L/
Rate Mio./InchLx
Site Suitability Assessment: Sltd Passed Sitp Falled:' Additional Testing Needed(Y/N)
Original: Public Health Division ObservnHon Hole Data To Be Completed on Back—
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTICU'BRCFORM.DOC
ti
I
DEEROBSERVATION HOLD LOG Hole#
Depth frdm Soil Horizon Soil Texture Sdil Color Soil• ther
Surface(in.) (USDA) (Mansell) Mottling (Stnueture,Stonat;Boulders.
Consistency, 'Grivel)
t Z z►.:1 G .4 0- L l0"�•Goes ,
u �
DEEP OBSERVATION HOLE LOG Hole#
Depth from So1LHorizon Soil Texture Sol]Color, Soil char
Surface(in.) (USDA) (Mandell)- . MottNn'g" tttructt io'Stoncs,Boulders.
�.. i .. ; 6 ,a..
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(In.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.,
a c
lot X
DEEP OBSERVATION HOVE LOG Hole#
Depth from Soil Horizon Soll Texture Soil Color Sell Other
Surface(In.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.
• c�oStu:, u
7L► �' 'y otawotO
LAC
Flood Insurance Rate Map: /
Above 500 year Mood boundary No— Yes y__ ,
Within 500 year boundary No—3r—/ Yes '
Within 100 year flood boundary No.✓✓ Yes
Depth of Naturally Occurrinta Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the
area proposed for the.soil absorption syatem?
If not,what is the depth of haturally occurring pervi matarial7 -
Certi.----fleation
I certify that on ,_.'3�_(date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection-and that the above analysis was performed by me consistent with .
the required training,expertise d experience described in�10 CMR 15.017.
Signature Datts
Q:%S aPTICWERCPORM.DOC
—_- q �c-��,ttg "��el®vv1�a of Barnstable . P#�1 ,
Department of Regulatory Services
BARNSTAnrl Public
f 1 c Health Division Date 4
MA I&
a'659. 200 Main Street,Hyannis MA 02601 t `r
Date Scheduled— ;�: �- t1M°' 'rime `' . o D
Fee Pd. /DD
Soil Suitability A.ssessment for Sre ,,age I)`,s ®
y 1D
Performed Br�'ii/ 0 (� �G S t,...__ •, �� r jp<
Witnessed By: :j
LOCATION& GENERAL INFORtMATION
Location Address i � Owner's Name
�; j`t Address 4T,5-7- Atwo�,'Y Cr
Assessor's Map/Parcel "��r Z 7 ��PGCG Q�� /���s�Ca C�. Y2 S�7
r Engineer's Name .
NEW CONSTRUCTION . /
_ REPAIR 0_6121 Telephone
Land Use � �/1lL//f L� �j�/��)_ Slopes(Y6) Surface Stones
Distances from: Open Water Body ft Possible Wet Area ZL.l�?'�9 ft Drinking Water Well�- �' ft
Drainage Way VV //7 ft Property Line /J_/ ft Other
� ft.
SIM,TCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
' 3 nti
/4 �1,
f3 S74 5-,1:, `
-�-
z�
4i�y /
Parent material(geologic) 5;AAl<<h Depth to Bedrock �M
Depth to Groundwater. Standing Water in Hole: N/¢ Weeping from Pit Face AII)AI'&
Estimated Seasonal High Groundwater G/'D/J/U,DLtUi�<`i�/J �7 EGEV- 6��,4-WI7_lt/ jL L i5r'/0- 19MP
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in, Depth-to soil mottles: In,
Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr.
IndexvJ ii H Reading Date: Index Well level Adj,factor,,,,'„ Adj,Groundwater Level
PERCOLATION TEST bate /1 Time le A 4
Observation
Hole# L' 7.0- 3 . Time at 4"
v Y .r e✓
Depth of Perc 34 Tlme at G"
Start Pre-soak Time @ /I),09 /� `n ��D1 Z/,'/(f Time(9"-6")
End Pre-soak 2� 6/d'2 O A�,j Jig 6-, f L /w/,U)
Z�4 6-41
Rate Min./luch C Z /n 2 h7//I/
Site Suitability Assessment: Site Passed_� Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on B acic=------,------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one (1) week prior to beginning. �
Q:\S EPTIC\PERCFORM.DOC
DEEP.OBSERVATION MOLE LOG Mole# 7�'-/
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsistency.�o Gravel)
SY
to ,
�s . �� V,6�4y G2/1112�4 y
DEEP 013SERVATION BOLE LOG hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
C'o sister %Gravel)
sxtii sy? viz
41,2 Cl svN.o
DEEP OBSERVATION HOLE LOG Dole# 7�13
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Con i to e a e
7 S 4 �z
-s/ 0 7, s /� (�I
0
..... /
d --139 C-z Melbwl9 s"�b
DEEP OBSERVATION BOLE LOG Hole#Z Depth from Soil Horizon Soil Texture Soil Color Soil her
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.
Corsi to
S9l.D 7 s A
3s"-Go C, nmlut EV
Flood Insurance Rate papa
Above 500 year flood boundary No_' Yes—K_....
Within 500 year boundary No J, Yeses
Within 100 year flood boundary No_][ Yes
Depth of Natura➢1y Occurring Pervious Material
u feet of naturally occurring pervious material exist in all areas observed throughout the
• Does at least four y g
area proposed for the soil absorption system?. ceS
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required train' g,expertise and experience described in 10 CMR 15.017.
Signature Date
Q:ISLPTIC\PERCPORM.DOC
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n.,n'm.'mm.r-=••-_••-'.'.tnnnnu.'nnunnnu.um.'non.t.,nmmn�•••-_••--••�mn.m'/nnnn' _n=m.mll.n'm.,nnnunnmll'nll,m.o'mn Ilm mn.l nu.nL.'nm'.n'.m.n'nn'.r_____�___nnun'.mm�.n'.mm�nnnn'nn'.'m
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nnnnnnl'nn'nm ■■■ ieniiiniiiniii 111 mAm iiiAm........ ■■■ n.m.m.m.mu. =s__. t.r�,.'n.,n'tn.,------------ - �..,.u.n.n o.tm.m.m.mnn.m.m'_ =m.,n.,n.tn.m.m.,nmmnmnn..n
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•
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. --. _ _
ati� it 12'-0'
� RAILUIG
Q
O GLAB9 GLA00 GLA00 GLA88' GLABB
DECK 24JQ2 24X22 24X20 24X22 24X22
S'$�' ,4'-3'
22'-0"
BATH u \�e Q
4 ;
GLASS-s �l\`✓z`..� F O BEDROOM-2 c,
SLIDER GLASS
IIr—J'IAIU�I 24Xt0 eo•rlmreNaua+ 4 S� Yb• 2'a• -
T 6'�' 2' " 3'9n W IO
n c
2b• U O r0 U : 7 _
24X24 HA
Y 4�0°
2ax2a ® � BATH BEDROOM•I U O v � I.L � v ----------- -------,�----
GARAGE KITCHEN n Q
2'-10" 3'-6"
5/9"F,G,DRYWALL ®� DINING o O #0 4•0;® ti
5'-4"
o WALLS 4 CEILING.-----------------------
by Q M4 ,
B20'-3I4" 3 ' QU 4'-0"TYP.4°THK , �q -cBUNG LINE
m CONC.BLAB O C iB ao' so' o so' _____ __ _ ____ _ yy _ _______-____
4 W FIBERMEBH U_ m (B)812ED DOABLE LVL'e ABOVE N
OR - B,o• ___-___________________ _ O
n n '
, n
W TYP.SIZED 4X4 P8L P08T P. 'p M (� - --- -----
12
7
24M0 24X2080
4 D//�N SECOND FLOOR PLAN aT
Q LIVING ®O
(A)SIZED!IR,LE LvL'e ABOVE
O
14'-0"
GLASS GLASS
GLASS GLASS
24X24 24X24 24X24 24X24
b= .-- -L�- '
10'-4" 5'-10" 4'-6" T'-0" I.-.S. '--e 1'-0
22'-0" 38'-0"
-------------- - <+ B G --------•
FIRST FLOOR PLAN 22'-0" 38'-0"
-----------------------------------------------------------------
'----------------'------------------------------------------n •--------------------BW--------------------------------------------------------------------mow-----------
Q
________________________________________ BASEMENT '
U
�9111 Qer1
LATERAL UPLIFT v
�)
ANCHOR BOLT AND
WASHER uu anlu POLY
3"X3"XI/4"PLATE 10 -
AND F®ERMEBN �Q
MAIN HOUSE SPACING 2X PLATE ___ __ ____________6 PT RHEA ; r
•'o GARAGE SPACING
d•n
---------------
c
/0/
T"MIN."B"CONCRETEWALL1 ------DAMP.PROOFING CSA d' , , , , , o, TYP.30"X30"XIV, ------- -
G0N4•FTG.W/3-I/2"RD.
.APPROVED. ,o .°p'n .�d° .°On .°p' '° .°d•n• ".°d•°" " "
FOUNDATION WALL CONGI.FILLED COL. V
4"POURED CONG.SLAB .^d•°".°d•c•.^d•• ~•d•°" .°d•e °da d'n d•n p'n ____ _ O (� t0
2X6 6"-12"FROM END
>
•>
OF PLATER .
10 X22 GONG.FTG ° �' ------------ ----'------___---------------------'---'----' - - -p do
COMPACTED GRANULAR^
> FI
-----------------------------------------------------------------------------
. --------------------
_______________ _________________________________________________________________________________r______
FOOTING DETAILS ° n'-0" _______
FOOTING B G --------�
8" CONCRETE WALL TYP. ANCHOR BOLT SPACING FOUNDATION PLAN
DATE REVISION DRAWN BY PAGE SCALE
BUILDER J08 ADDRESS DESIGN, „,, n� p� p p0 d p�� � ��/� (t p� ��� JB ,Des lg�ns
MONtEIRO BUILDERS
CUSTOM THREE BEDROOM //c ✓//////c ✓//////c ✓////o N/// 1/L��/{ l//��'0//�\�J// 0 8-26-1-1 M JB •�oF�f va".I'o"
CAPE STYLE HOME WITH lU OF DRA IN LEAVES PUROHAeBi REBPONS®Le FOR COMPLIANCE WrtH ALL !f)E%ACT SIZE AND RENFORCFHETJT OF ALL CONLREfE FOOTINGS l9)ALL FOOTINGS S EMEND 151 FROSTLINE VERIFY DEPTH. -• • • - • '
LOCAL BUILDING LODES AND O NANLES,JS DESIGNS MAY NOT BE HELD FIIEU USIE MAST BE DETERMINED BY LOCAL BOLL CONDMI AND ACCEPTABLE (4)yERIFT-STRUCTURAL ELEM�RS FOR DESIGN 1812E PA,CWl m8 '(r Bf 4 -�.
TWO CAR GARAGE, OI FOR SRE LONDMI OR FOR HE USE OF THESE DRAWINGS DARING eONeT TON PRACTICES OF=A TRUCTON VER F�DES GN WT LOCH ENGINEER WRH LOCAL ENGINE AND BIIILDNG OFFCA S. eEBT GA•IpTAgLE na oar•e -34
z
--- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- =-- -- -- -- -- -- -- --
--- --- --- --- --- -- --- --- --- --- ---
CUSTOM CAP
CUSTOM TOP RAIL -
o = ;
�! F 2X10'e o 16"O.G.—� SIDING W 2X2 BALUSTERS
G ZXIO'e o 16"O.G. 9 W
4"MAX.CLEAR
- SPACE BETWEEN
Of
ICE t WATER BEHIND NAILER
2XI2 RIDGE ALUM W/FLASNING TOP OF NAILER b CAUSTOM TOP RAIL
2XIZ RIDGE IX DECKING
2-2X8 PT BEAM
0 0 -
THROUGH BOLT TO EACH POS
O O O O 2X8'e o 16"O.C. WITH TWO 3/4"DIAM.BOLTS.
_ IX TRIM BRD.
2XI0'e o 16"O.G. ' , a 2X P NAILER BOTyp.JOIST LTED :o POST ANCHOR
- W-3/4"LAG BOLTS 24"O.C.o o o„ ? Cs A
F 2XIO'e o 16"O.G. °.
0
°Lu
(y
ROOF FRAMING PLAN -
°
o�
12'-O"
EXTERIOR DECK DETAILS
2-2X8'e PT I ID,M.CONC.FILLED
�TYP_HANGERS TUBE 48"BELOW GRADE.
W �
Q m 2X8 PT —>
O N e I6"O.C.
TYP,RIM,
TYP.2X6 PT SILL TYP.RIM TYP.HANGER X8 PT
TYP.RIM
uyYO
m
F 2X10'e o 16"O.C.
<--2XIO'e a W'O.C.
i
I 81ZED DOUBLE LVL'e BEARING WALL BELOW
�GIRDER BELOW I (- — TY -- - -- -- -- -- -- -- -'
-- -- --- -- --- --- - --- --- --- --- --- --- -- '-e1 -- P.HANGERS --
I
0
I
O
y F 2XIO'e a 16"O.C.— 2XIO'e i 16"O.G.
F—2XIO'e®16"O.C.—� O
TYP.HANGERS
FIRST FLOOR
FRAMING PLAN SECOND FLOOR FRAMING PLAN
REVISION DRAWN BY PAGE SCALE
BUILDER J08 ADDRESS DESIGN ,„ n"" n"" p n� d OMEDES16 n ///� COMJ 3 ,pis I ns
MONtEIRO BUILDERS
CUSTOM THREE BEDROOM //c,✓//////c,✓//llllwll llo N/ll 1/�UU� lll�JJ 0//\\llll CC�/o T—;%,r=
-1� M JIB I.
or va",1'o"
1 CAPE STYLE HOME WITH pRAW NGB FAVEB PURLHAS�aEB�N��E �„�ANTE W�H ALL ]ExAGT BRE AND REMrORGkTgT!OF ALL CONCRETE FOp NGB A)ALL i00TINGe SHALL DRQID BE1pU R30BRINE VER F D�H. - —
F LOCAL BUILDING CODES 4ND ORDINANCES,UB DESIGNS MAY NOT BE HELD RESPONSIBLE HURT BE DETERMR BT LOCAL SOLL CONDMI AND ACCEPTABLE (4)VERIFY STRUCTURAL L1Ei1ENt0 FOR DESIGN.SIM g�-4�'F- ..
TWO CAR GARAGE. of FOR BI E GOIIDRIONB OR FOR THE KE OF TNESE DRAWINGS DURING DONE RNCTION. FRACT DEB OF CONSTRUCTION.VERIFY DESIGN WRH LOCAL ENGINEER WITH LOCAL BVGMEEf AND BUI DMG OFFIDIALB. user pgRYST ISLE S4 ON"
Z
RIDGE VENT
2XI2 RIDGE ASPHALT ROOFING
SIDING ASPHALT ROOFING 15•ASPHALT PAPER
2XIO RAFTERS o 16"O.G. 150 ASPHALT PAPER
-------- 1/2"SHEATHING
1/2"ROOF SHEATHING 1/2"SHEATHING
n 15•ASPHALT PAPER
eIl// ABPHALT,SHINGLES Tl'P,H2.5A TIES
HOUSE WRAP TYP_N2.5A TIER
DRIP EDGE
1/2"SHEATHING DRIP EDGE
5"GUTTER
5"GUTTER
2XI2'e G.J.a 16"O.C.
IX3 STRAPPING IX8 FACIA
SIZED LVL'e 5/8"F.C.WALLBOARD SHINGLE STARTER IXS FACIA IX8 SOFFIT
HEADS COARSE IX8 SOFFIT 2-I/4"VENT
of 2X6 P.T.SILL 2-I/4"VENT I-3/4"BED MLDG.
5/8"F.G.WALLBOARD al a • SILL SEALER 1-3/4"BED MLDG.
GARAGE 2X6'e o I6"O.C. a NOTCH FRIEZE
I/2"WALL SHEATHING ,°.L NOTCH FRIEZE TO RECEIVE SIDING,
OPTIONAL 2-•5 ROD TO RECEIVE SIDING,
HOUSE WRAP OR EQUAL TOP RING 2"CLEAR
4"CONC.SLAB SIDING __ __ - ti °d°•• 5/8"X12"ANCHOR -
BOLTS.
SILL EAv
CROSS SECTION (A) "� SILL DETAILS E»2 EAVE DETAILS "1 SAVE DETAILS
RIDGE VENT RIDGE VENT
2X12 RIDGE 2XI2 RIDGE
D
Ix 2XIO RAFTERS a 16"O.G.
RIDGE VENT � 2XI0 RAFTERS o 16"ATHING O.C. D 2XI0 RAFTERS o 16"O.C.
2X8 RAFTERS a 16"O.C. 2XIO RIDGE Qe. I/2"ROOF SHE 1/2"ROOF SHEATHING QB. I/2"ROOF SHEATHING
1/2"ROOF SHEATHING 15•ASPHALT PAPER 15•ASPHALT PAPER 15•ASPHALT PAPER
150 ASPHALT PAPER ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES
ASPHALT SHINGLES
2XI2'e G.J,o IV'O.C.
-- -- 2XI0'e C.J.a 16"O.G.
TYP.HANGERS R49 INSUL. ® D R49 INSUL.
2-2XI2'e IX3 STRAPPING 12� IX3 STRAPPING
2X6'e a 16"O.C. I/2"WALLBOARD I/2"WALLBOARD
BEDROOM•1 BEDROOM 03 BEDROOM•2 °�
3/4"T/G PLY. -
NAILED 4 GLUED. NAI T/G PLY.
NAILED 1 GLUED.
® 2XI0'e o 16"O.C. 2XI0'e o 16"O.C. 2XIO'e a 16"O.C. F 2XIOS a 16 O.G.—� O
IX3 STRAPPING \�.{1 IX3 STRAPPING
1/2"WALLBOARD 1/2"WALLBOARD
In WALLBOARD
2X6'e o 16"O.C. 1/2"WALLBOARD
KITCHEN
LIVING X 1 2X6e DEN' a 16"O.C. W.I_G. BATH
R21 INSULATION - ; g+
I/2",WALL SHEATHING - i0 R21 INSULATION _
HOUSE WRAP OR EQUAL 1/2"WALL SHEATHING
SIDING 3/4"T/G PLY. HOUSE WRAP OR EQUAL ;
NAILED l GLUED. SIDING 3/4"T/G PLY. ® -
_ _ NAILED/GLUED.
F—2XIO'e a 16"O.C. E—2X10'e o 16"O.G. _ --
-- 2XIO'e o 16"O.C. ¢2XIO'e o 16"O.C.
INSUL '� - 30 INSUL -
3-2X12's GIRDER '`
' Al� �.i'� /�_� 3-2XI2'e GIRDER
/ 3-I/2"CONC.FILLED BASEMENT i/'j / 3-1/2"CONC.FILLED BASEMENT •%f i `y.
/ LOLLY COLUMN. LOLLY COLUMN.
.: 4 CONC.BLAB
. 4"GONG,SLAB ./
CROSS SECTION (B) CROSS SECTION lC)
BUILDER JOB ADDRESS DESIGN _
q� pn n q p�p // {L q� /�O� DATE REVISION DRAWN BY PAGE SCALE
CUSTOM THREE BEDROOM llc✓llllllc✓llll�oN//lam!/�`J7S� 0/ \Sll o/L//0 8-26-11 " JB •__,LoF_2f gn,
MONTEIRO BUILDERS CAPE STYLE HOME WITH W
F N LOCAL BUILDMG CODE9 AND O NA.NCE9,.6•B DEBI�SMAY T BE MMEELDaREeMNBIB�LE Z MUST BE DET—MI BREM BYCL�e�OIL�1O AND SABLE (u�I eIR�IIGiUR4 EI B WAR DEB�GI M �a�lct PA ewr mn 130BJy494-�s34
TWO CAR GARAGE. OI (Ai a-CONDRIONB W FOR THE USE OF TNFBE DRAWINGS DARING CONBTFEIOTOK PRACTICES OF CONBTRIIOTION.VHiM1Y DESIGN WRN LOCAL ENGINEER. WRM LOCAL ENGMEEit 4ND 01lILDRJfa OFFICIALS. user 6AWieTAlY.E nA oasra
Z
I
• EXTEND HEADER
TO KING STUD
rWALL LENGTH-YI-0„ , NAIL TOP PLATE 12
FULL HEIGHT SNEATHINC-W-j-I TO HEADER WITH D
ACTUAL SHEATHING•_AD__% NAIL SCHEDULE 'f.'} � - TWO ROWS OF I6d
(Min.Required—Al 8d COMMON NAILS AT 3"O.G. rWALL LENGTH= �'
RATIO•�5_ AT 3"O.G.
EDGE NAILING.�_O.G. I ACTUALFULLI SHEATHEIINNC-I"_% _9. eTRAP INuoue zKe
FIELD NAILING• ZO.G.
J-------J—'----J � (Min.Required__-j4_%) n u�Fidl
RAT
QB' 2 5/8"ANCHOR BOLTS WITH EDGE NAAIIL(NNG.�O.C.
21'-0" 3"X3"PLATE WASHERS FIELD NAILING•JZO.C.
--------------J
SHEAR SHEAR."
WALL WALL CONTINUOUS SIZED LYLe
�0ne.°dog.°dc �0 n .°dnEl (❑�1 I❑� SHEAR ® -�SHEAR ® SHEAR SHEAR SHEAR ,® -'SHEAR:.
4 l' 13 II° ❑❑❑ ❑❑❑ ❑❑t=--1 1 'I❑❑ wa1 :WALL wAtl �, wal.L wa..L WALL
..°ao °o
I, 3 3" =4lD '4 Th o� .,4
). GARAGE OPENING DETAILS
'
6HEAR SHEAR:,WA WALL SHEAR WALL FRONT ELEVATION
' LL � �'
28'-0"
rWALL �-Q'-----
LENGTH.FULL HEIGHT SHEATHING.' SHEAR WALL
ACTUAL &q r&d_A3_%) RIGHT ELEVATION
(Min.R ulred�7_%)
RATIO.2-25
EDGE NAILINC--C_O.C.
'FIELD NAILING.JZO.G. '
I�9•
rWALL LENGTH.3B'-0" 21'-0"
FULL HEIGHT SHEATHING-ZE-O" LENGTH•21-0"
ACTUAL 5HEATHINC•w__65__% FULL HEIGHT SHEATHING•_LQ
(Min.Required %) I ACTUAL SHEATHING 100%
RATIO- 2.Z I (Min.Requirad_&L%) I _
EDGE NAILING._r2!_0.C. I RATIO. 2.25
LI FELD NAILING=JZ!_ J
O.C. EDGE NAILINCm�-O.C. ";SHEAR
------------
38-0 'FIELD NAILI—-—-.C. :�WALL
r -------;---
r-—WALL_—LENG-TH—.- -Q LENGTH• -Q
FULL HEIGHT SHEATHING-ALS" FULL HEIGHT BNEATHINCw�-(z
SHEAR, SHEAR ® SHEAR'.. .-® ® SHEAR.' I (Minn..R ulred�%)% I ACTUAL(M nI.RequlredJ�L%)% I - -
WALL -WALL : WALL WALL RATIO. 225 A
RATIO• Z.45 -.
EDGE NAILING. O.C. EDGE NAILING•�O.C.Ell
FIELD NAILING•_JZO.C. LFIELD NAILING•) ,O.C. J $HEAR BNEAR 100%
-HEIL------ —-—-—-JWALL WALL SHE
T-3VA �'.blg 4'-Illy" .:."WALL
:6,-9h„ 10'-Illh 4_T
:SHEAR ''SHEAR. -SWEAR .,SHEAR. .� .SHEAR SHEAR:;.'. SHEAR WALL LEFT ELEVATION
ffi
WALL WALL WALL 'WALL WALL WALL
SHEAR WALL REAR ELEVATION
DATE REVISION DRAWN BY PAGE SCALE
BUILDER JOB ADDRESSD G n n On n On n po p� 0 0�f�r�-{�1 /�' S\ /l�o /' 8_26-�� * JB e�OF�p I/4"•f-0" J� D�stg�ns
MONTEIRO BUILDERS CUSTOM THREE BEDROOM ��� (%/l /��uS U OGf�ll�-// ��7U1�V1/ `//_
CAPE STYLE HOME WITH N FVRCAABE OF DRAWI LEAVES PURCAABet REBPON& c FOR COMPLIANCE W HALL W E T SIZE AND RENFORCEMENT OF ALL CONCRE E FOO MGB ml A l FOOTINGS B A EX END BE OW FRoO LINE vER FY DEPTH. —
LOCAL BUILDING CODES AND—NANCEO,$DE8IGNB MAY NOT BE MELD REBPONBIBLE MUST BE DETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE fU VERIFY BTRUGIURAL BFTIENTB FOR DESIGN BIIE P.O.BOXm (�BJ4g¢ .
TWO CAR GARAGE. OI FOR BI E CO d7RION0 OR FOR TAE UBE OF THESE DRAWINGS p RING CONSTRUCTION. PRACTICES aF CONSTRUCTION.VER FY DESIGN WRH LOCAL ENGINEER W H LOCAL ENGNEER AND B DNG OFFICIALS. u�r aARwrAevr ruL O]Be0'
z
I.I SCOPE WC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS ILO MPH WIND ZONE 11(o
MR",
Exp(osufRE
n n I(i n� ZO (1 E- MASSACHUSETTS CHECKLIST FOR COMPLIANCE(loo CMR 5301,2.1.0 10 CHECK Ul/l n\\\\U"l(/ll(((///1/l_jlllL`Lu��//////l///1Ulll^\\\Vl/llCOMPLIANCE
WIND SPEED("EC,GUST)______________________ ___--_______________________-_____.110 MPH
WI ND EXPOSURE CATEGORY.___________________ __---_________________________________-.B
1,2 APPLICABILITY
NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF
2 STORIES(2 STORIES I/ \\\ \ JOINT DESCRIPTION COMMON "��OF NAIL SPACING
ROOF PITCH_________________________________________ (FIG 2) ------------------------------------- 12/12
<12:12�_ "Le BOX NAILS
MEAN ROOF HEIGHT---------------------------------- (FIG 2) -------------------------------------.13_FT(33'_�L \\ ROOF FRAMING
BUILDING WIDTH,W___________________________________ (FIG 3).______________-__._________-._______ 2.4 FT< 33' T1'P.FIELD NAIL SPACING
BUILDING LENGTH,L.________________________________ (FIG 3)----------------------___------______-&OFT<00'_JL Bd COMMON•6"O,C. BLOCKING.TO RAFTERS(TOE-NAILED) 2-Dd 2-K- FJ CN EIID
BUILDING ASPECT RATIO(LAU)------------------------ (FIG 4)------------------------------------- 2.25 <3:1�- RIM BOARD TO RAFTER(END-NAILED) 7-16d }16d EACH END
':•,;'
NOMINAL HEIGHT OF TALLEST OPENING?________________ (FIG 4).____________________________________-ALI'(6'S'I�_ Tl'P.T/16"WOOD . .. '„' WALL FRAMING
1.3 FRAMING CONNECTIONS STRUCTURAL PANELS
'. . MACE-NAILED)
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.__. (TABLE 2).__________________________________ �L ,; •. `
\ TOP PLATE AT INTERSECTIONS(F 416d 8-Ibd AT JOINTS
\ • DT1D TO STUD(FACE-NAILED) 2-16d 7-16d 74"O.G.
2,1 FOUNDATION \ HEADER TO READER FACE NAILED) lad 6d U O.G.ALONG EDGER
FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 -'> •.,'•.,'•• FLOOR FRAMING
' JOIST TO BILL,TOP PLATE OR GIRDER(TOE-NAILED' 46d 410d PER.A718T
-�� BLOCKING TO JOIST(TOE-NAILED) 2-9d 240d EACH END
TYP.EDGE NAIL BPACINCia BLOCKING TO BILL OR TOP PLATE(TOENAILED) }I6d 416d EACH BLOCK
CONCRETE MASONRY.________________ �� "' "'
(ad COMMON 6 O.C.). LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) }Ibd 4-Ibd EACH JOIST
2.2 ANCHORAGE TO FOUNDATIONIA \\ \ \\ \ JOIST ON LEDGER TO BEAM ROE-NAILED) 3-Bd }1Od PER JOIST
5/8"ANCHOR BOLTS IMBEDDED OR 5/5"PROPRIETARY MECHANICAL ANC4MB AS AN ALTERNATIVE IN CONCRETE ONLY RAFTER CONNECTIONS BAND J015T TO JOIST(END-NAILED) }Ibd 4.16d PER JOIST
BOLT SPACINGlaENERAL_________________________(TABLE 4)-___________________ IN.�L BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Uid }Ibd PER JOIST
NON- TYP.H2.5 TIES
BOLT 6PACING FROM END/JOINT OF PLATE.______-.(FIG 5)__________________________________6"-12°" <6"-Q°�L LOADBEARING V ROOF SHEATHING
BOLT EMBEDMENT.C.ONCRETE---------------------(FIG 5)------------------------------------ l° IN.>l"�_ STUD HEIGHT 1 n S
BOLT EMBEDMENT-MASONRY.____________________.(FIG 5)------------------------------------_IS_IN.>I5"�L > •� WOOD STRUCTURAL PANEL
UPLIFT
PLATE WASHER___________________________________(FIG 5)-------------------------------------->3"X3"XI/4"�V A LODBEARING RAFTERS OR TRUSSES SPACED UP TO 16"O.C. ad IOd b°EDGE/6"FIELD
311 FLOORS HEGHT 20' OVER
MAX.WALL :•- ,• , '_• STUD HEIGHT RAFTERS OR TRUSSED SPACED 16 O ad IOd 4"EDGE/4°FIELD
GABLE ENDWALL RAKE OR RAKE TRU88 ad IOd 6•EDGE/b"FELo
FLOOR FRAMING MEMBER SPANS CHECKED (PER 100 CMR 55.00)---------------------------------- �_ h h , •.; •. MAX.WALL WITH NO GABLE OVERHANG
MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6)-------------------------------------- 'A (12'�L h • ` •'- EIGHT 10 GABLE ENOWALL RAKE OR RAKE TRUSS ad IOd 6'EDGE/6°FIELD
h „
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 7 FROM EXTERIOR WALL(FIG 6)_____________________________ �L `;•.;°.;°.; OR RAKE TRUSS ad IOd EDGE/4°FIELD
', W/BTRUCTIRAL OUTLOOKERB
MAXIMUM FLOOR JOIST SETBACKS - - - •+' GABLE
LOOKOOU WAL-BLOC"
4"
SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG T)_____________________________________ e3 FT(d�L '
MAXIMUM CANTILEVERED FLOOR JOIST ''`•'� CEILING SHEATHING
SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG B)______________________________________-0-FT<d GYPSUM WALLBOARD Ed COOLERS - T•EDGE/10"FIELD
FLOOR BRACING AT ENDWALLB_______________________(FIG S) ------------------------------------------------
FLOOR SHEATHING TYPE.---------------------------- (PER 100 CMR 55.00)--------------------------------. _LLL WALL SHEATHING
FLOOR SHEATHING THICKNESS-------------------------(PER ISO CMR 55.00)--------------------------3/4 IN.�- '' . . .",' WOOD STRUCTURAL PANELS
FLOOR SHEATHING FASTENING________________________(TABLE 2)�d NAILS AT- A IN EDGE/ 12 IN FIELD_)L h h " :'� SPACED UP TO 2 ad lod 6"EDGE/17'FIELD
h STUDS 4°O.G.
•,> ''>'',> '' -' I/Y'AND 15/97 FIBERBOARD PANELS ad 3"EDGE/b°FIELD
4.1 WALLS R'GYPSUM WALLBOARD 5d COOLERS 1•EDGE/10'FIELD
WALL HEIGHT h `'° - FLOOR SHEATHING
LOADBEARING WALLS_____________________________(FIG 10 AND TABLE 5)-----------------------8�=O!FT<b'_LLL
NON-LOADBEARING WALLS________________________(FIG 10 AND TABLE 5)-----------------------8Ll:zFT<20� LATERAL •,�'•`".> > WOOD STRUCTURAL PANELS
WALL STUD SPACING_________________________________(FIG 10 AND TABLE 5)._______ ----------- IN(24'O.C. 1"OR LESS ad 10d 6"EDGE/12'FIELD
WALL STORY OFFSETS-------------------------------(FIG T(O) ---------------------------------- Q FT<d�- '` GREATER THAN I' IOd IOd 6"EDGE/6'FIELD
4.2 EXTERIOR WALLS' TYP.HORIZONTAL DOUBLE GENERAL NAILING SCHEDULE
WALL STUDS ''• NAIL EDGE(STAGGERED NAIL
LOADBEARING WALLS----------------------------_(TABLE 5)----------------------------2x-r--Ji FT--O-IN PATTERN Ed COMMON-3"O.C.
NON-LOADBEARING WALLS-------------------------(TABLE 5)----------------------- 2x Viz- A FT__Q_1N. V
GABLE END WALL BRACING' �YII
FULL HEIGHT ENDWALL STUDS,______________________(FIG 10) _____ �- TYP.1/16"WOOD STRUCTURAL
WSP ATTIC FLOOR LENGTH_________________________(FIG IU------------------------------------ e3 FT>W/3 h VERTICAL PANEL SHEATHING
GYPSUM CEILING LENGTH(IF WSP NOT USED)-------- (FIG IU-----------------------------------QFT>O.SW
AND 2X4 CONTINUOUS LATERAL BRACE-6 FT.O.C.(FIG II)_______________________________________________ �L h h '> '• •'� TYP.VERTICAL EDGE NA
OR IX3 CEILING PURRING STRIPS-16"SPACING MIN.WITH 2X4 BLOCKING-4 FT,SPACING IN END------------ �� IL
SPA
(ad
JOIST OR TRUSS BAYS._________________________________________________________________________________ �L
1 >''• '" -P.V O.C.)
G TIC COMMON DOUBLE TOP PLATE
DOUBLE TOP PLATE "
SPLICE LENGTH--------------------------------_(FIG 13 AND TABLE 6)--------------------------- 8 FT_>L h • , .•,, •,' NI1II
SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 6) -____ In �_ h h _ TYP.FIELD NAIL SPACING -
LOADBEARNG WALL CONNECTIONS ,' .',' .','_'�'.' ad COMMON-_O.C. -
LATERAL(NO.OF 16D COMMON NAILS)----------- (TABLE l)----------------------------------------- y
NON-LOADBEARING WALL CONNECTIONS h ` DOUBLE HEADER
LATERAL(NO.OF I6d COMMON NAILS)------------(TABLE S)---------------------------------------
LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9)
HEADER SPANS---------------------------------(TABLE S) ----------------------------AFT-QJN,C II' -
SILL PLATE SPANS-------------------------------(TABLE 13)-----------------------------AFT_12-OL 11'�_ - h I• -
PULL HEIGHT STUDS MO.OF STUDS)_______________(TABLE 9)--------------------------------------- �L '° '•,>
FULL
NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) e h c HEIGHT
H AFT JZ
EADER SPANS_________________________________(TABLE S).__________-__-_--__________- JN,(12'�L- STUD
c°
•'a a
SILL PLATE SPANS------------------------------(TABLE 9).-_--________-______________.�FT_QJN.(12'�� .° UBLE JACK STUD
dA °d•e .
. r '- - " °c '°'°o EQIIIREMENTB AT EACH END OF HEADER
FULL HEIGHT STUDS MO.OF STIIDBJ.______________(TABLE 9J----------------------------------------� �L ° ' ,o R
EXTERIOR WALL BREATHING TO RESIST UPLIFT AND SHEAR BIMIJLTANEOUBLI4 a MINIMUM
°d•A .°d• WINDOW SILL PLATE
•A 0'A d•e HEADER SPAN HEADER UPLIFT LATERAL
MINIMUM BUILDING DIMENSION,(W l +. a n c n �) 91g FULL SIGHT (LB) (LB)
, ° n >
NOMINAL HEIGHT OF TALLEST OPENING?.____________________________________________ Io-$_'<6'0"_�L a '• 24"O.C.MAX. '°'a 24"O.L.MAX.�•
SHEATHING TYPE--------------------------------MOTE 4)--------------------------------------- 1/2 IN.�L /J•e )•e d'A
STUD SPACING
EDGE NAIL SPACING----------------------------_(TABLE IO OR NOTE 41F LESS)._--_-_______..____-IN.�L : 'e ,. ° .0 0 0 STUD SPACING 2' 2-2X4 I 2T 132 _____ ____ ___
FIELD NAIL SPACING._____________---------------(TABLE I0) --________ --IN. SEEPAGE 5OF6 0,°.^ a,°,^ a,°.° o,qV qq a,• a•°. o• a• 0 3' 2-2X4 2 416 198
SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 10)-------------------------------------- �L 'e d A do Oro d'e 'A )'° .Ad•e /r'A D'
PERCENT FULL-HBGHT SHEATHING_________________(TABLE 10)-_________________________________-__% �L •. , +. , ,. , '. ,>. ,. , , 4' 2-2X4 2 554 264
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>b'S"(DESIGN CONCEPTS)_________________________ -]L °°^,^°ed,e°ad,e° n°ads°°a '• S. 2-2X4 3 693 330
MAXIUILDING DIMENSION,(L) _ 6' 2-2X6 3 831 396 -----
NOMINALHEIGHTOFTALLESTOPENING?__________________________________________ r..--6_-8."<6'S"�L_ ..' 'i :_____________________._____-__-__: ____ _R
SHEATHING TYPE_______________________________MOTE 4)._________________-___________________- 1/2 IN. a 2-2X12 3 9l0 529 a n y
EDGE NAIL SPACING.____________________________(TABLE II OR NOTE 4 IF LESS)-------------------- IN._�� B' 2-2XI2 3 1,108 528 ,': .�0'e .,4•A .�Oe ,^Oe .^0;I .'d'° .^0'n .;0•e .^0'e .^�'�
MAXIMUM WALL STUD HEIGHT , STUD SPACING , , ' 4 >
FIELD NAIL SPACING.----------------------------(TABLE IU.______________________________________ IN.�L_ SEE PAGE 5 OF6 a o < °. >
S. 3-2XIO 3 1,24� 594 >. .°.e > w•>• a>�o
SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE u)_______________________________________- �L ER CONNECTION AND WALL SHEATHING ° °^ °-
(TABLE �L_ RAFT 10 3-2X12 4 I_ bbo ° `
PERCENT FULL+IEIG14T SHEATHING (TABLE IU.______________________________________ 'A .°u'e dA .°Oro .°dn .��• n'^
:. +. +. + ANCHOR LT A
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'S"(DESIGN CONCEPTS)__________________________ �L 11' 4-2XIO 4 1,524 l26 3'X3 PLATE
8 ND o:
WALL CLADDING
RATED FOR WIND SPEED?._
a
________________________________________________ _. °. x3a Q/ 'PJLATEJWABHERQ°
WALL OPENINGS - HEADERS 4
5.1 ROOFS
.4
ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) IN LOADBEARING WALLS
ROOF OVERHANG._____ ��_____________________________(FIGURE 19)-_____________�.5-FT(SMALLER OF 2'OR V3�L .. .. .. ..
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS I .°�'A .°0'A .^0'A .°de .^d'A .^d•° de .^d n .^0'e .^d''
PROPRIETARY CONNECTORS '
UPLIFT_______________________________________(TABLE 12) ------------------------------------U•3Oy.LF
LATERAL_______ ________________ L.J3kPLF
SHE C
AR.________------------------------------(TABLE DJ-------------------------------------S.SPLF�L
RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USET)PFR?ABLE BJ_______________________________-T.-22]PLF_]L
GABLE RAKE OUTLOOKER____________________________(FIGURE 20)--------------_0 FT(SMALLER OF 2'OR L/2�L
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS
PROPRIETARY CONNECTORS
UPLIFT__________________ __ __ _ _ (TABLE 14). _________ U.�l]LB.
LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE H).____________________________________L.-
•-L41U-B STUDS AND HEADER
ROOF SHEATHING TYPE.-----------------------------(PER ISO CMR 58.00 AND SS.00)---------------------- �L
ROOF SHEATHING THICKNESS._________________ _______________-.__ Jn IN.>l/16°WSP�-
ROOF SHEATHING FASTENING__________________________ (TABLE 2)--------------------------------------------- AROUND WALL OPENINGS
BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE
CUSTOM THREE BEDROOM o cam/ t/�/�// // � // V�o�0// 8-26-11 » JIB -12oF�2 114".1'-0° JB Des lgns
MONTEIRO BUILDERS CAPE STYLE HOME WITH
UU N FVRCHAOE OF DRAWMf,6 LEAVER FVRCHAOEfiR RE6F'ONOEfLE FOR CprypLJANCE WTM ALL O)EW 0T 012E AND REMFORGETIENT OF ALL CONCRETE FOOIMGO EL B AO 00 BT ()ALL FOOTINGS SMALL lxT BELOW fROBTLINE VERIFY DEPTH. eWB)494-95-94
f LOCAL BIIWDING DODEB AND ORDMAN49.JB DEBWNB MAY NOT BE HELD REBPON0IBLE MU6T BE DETERMINED LOCAL 1E CONDRIONO ARID CEPTABLE (4J VERIFY TRIlCTI1RAL EMENTS FOR DESIGN(SIZE P,O.Kl>(]A9
TWO CAR GARAGE. of FOR 617E GONDrtIONB M FOR THE USE OF THESE DRAWMGB DURING CONSTRUCTION PRACTICER OF CONBTRIJCTIOK VERIFY DEBIGN WRH OCAL ENGINEER WI H LOCAL ENGINEER AND BUILD NG OFFCIALB. ®T 6WnBTAB E u OJf/d
z
..-„�,,.. �.+r..... .r,..r .w .�. ...:a.. a•» ,__�,n.�.r..-° - �'°° ;!-�'�f.'W" _ - -- - __ •_�_.�_------ r...,�V•,.q,,,„r,b....•:q...:^_..;•.W.+1�e,.F.w.. ,. w__..w._.... -- - .v-- - -•_ _ _.._._�_._... ___.�..------ -- .-...____�•... _
III
C,
N
F
SEPTIC SYSTEM PROFILE VIEW N .T . S . 0 r 9a
TOP FOUND. EL. 87.7
I.P. WITH SCREW TYPE CAP TO WITHIN SPUR LANE
FINISHED GRADE EL.BG.O'± L= 1 07.50
3"OF FINISHED GRADE(ONE PER TRENCH) O
R=2473.94
FINISHED GRADE EL.84.4't cJ82°
///6>' - FINI5HED GRADE EL.83.5'±-84.0± --- gINS 1 2nE ------___ _ ---------- h
i 1 „ I ' - 9� -___--- ---'---- �--n
u! �a l,l `'rrl l�l 'l, ��lll �" l; llll, �, ' ;ll�lllll;,; I _ •04 _ - _-- o
1111 l� 6 1 �i7,- , ;lll 1 llJ l'lf - __ ---- N8G 38 39E
20" RISER 20" EL. 83.0±' RISER FILTER FABRIC _ -�+_7'WID_E TRAVELLED G 1 .44 -------------
INVERT
EL. Dia. Dia. ------ ±81.9 ONE RISER PER TRENCH 87 --___,___----
46.3 q�
83.70' " I� 8.5' -I EL. 81.0' / ~) i i KI1yBFRLr
INVERT EL. 10 14 INVERT EL. o 0 0 0 0 0 o = 0 0 0 0 0 0 0 0 0 o I'l •d81•B0' GAS 81 .55 INVERT EL. INVERT EL. Li o 0 0 0o = o 0 o = 0 0 00 0 0 0 0 d.d
BAFFLE Mln. G" INV. EL. . o 0 0 00 0 0 0 0 0 0 0 00 0 0 0 o d d d 78 1 7'
Liquid Level 48" 80,87' Sum 50.G7 d • / / LOCUS MAP
80.17' 48" 48 _ __ +87.2
' 3/4"- I I/2"DOUBLEVv/ASt1ED5TOWE - -----------------
25
D15TRIBUTION BOX LOT
PROPOSED CHAMBER TRENCH �n ' i i LOCUS ADDRE5'5:
• " � `' H2O LOADING REQUIRED
PROPOSED 1500 GALLON TANK NUMBER OF TRENCHES = ONE 43,572± S.F. 981 SANTUIT - NEWTOWN ROAD
NUMBER OF PRECAST UNITS PER TRENCH = TWO '` 1 O �\ / i i MAR5TON5 MILLS, MA 02G48
(DESIGN CAPACITY- 330 GPD @ 200%- USE MIN. ALLOWED -1500 GALLON) f \ ` 0 \/ O
INSTALL TWO 500 GALLON PRECAST UNITS +87.5 ,../�• �
WITH FOUR FEET OF DOUBLE WASHED STONE / / U ^\`�
BOTTOM OF TEST IPIT EL. 72.G' ASSESSORS MAP 27
AT SIDES 4 AT EACH END \ J /N BLOCK 051 - LOT T02 AND CO2
PRECAST DISTRIBUTION BOX NOTES: NO GROUND WATER OR IREDOXAMORPt11C sr
-'
REMOVE ANY UNSUITABLE MATERIAL FIVE FEET FEATURES ENCODUNTERED / N '
MINIMUM WALL THICKNESS = 2" AROUND THE S.A.S. DOWN TO TIHE C HORIZON ; +86.5
SEPTIC TANK NOTES: AND REPLACE WITH CLEAN COURSE SAND PER /0 N /
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM IN51DE DIM. = 12" 310 CMR 15.255 -AS REQUIRED. / \` REFERENCE DEED: 3070-18G
MINIMUM OF G"ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT / 1 / \`/ PLAN REFERENCE: 340 - 8G
THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE
CLEAN-OUT MANHOLE. 2" MINIMUM BELOW INLET INVERT. / \ ,_ -- J -�86.7
THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3" THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL \ / / \�� ZONING DISTRICT: RF
ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE \ a ' '
\ z / / �� GROUNDWATER OVERLAY DISTRICT: WP
�� RESOURCE PROTECTION OVERLAY
THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE \ , / �
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. +85.0
G" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND \ / / ` MA ESTUARIES OVERLAY
TO PREVENT SETTLING. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH /�
THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12", WITH TWO DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY \ \ lr i \�� BUILDING SETBACK REQUIREMENTS:
20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS FASTENED TO THE LINE OR RECONSTRUCTING THE LINES 28� \\ i i �� FRONT E FEET
OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCE55 PORTS.
THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE.
UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. -.�� � ��\ SIDE � REAR 15 FEET
THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, ly 8G \ / \ FEMA ZONE: "X"
5TABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 00
G" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND FIRM MAP: 25001 C0537J
TO PREVENT SETTLING. , ,� PROPOSED \ i ; MAP DATE: JULY I G, 2014
DWELLI NG
RECORD PROPERTY OWNERS:
CO
6 0 9' /' O ; N • JAME5 W. CURTI5
• -- - i 1. \ 4752 NEWBUKY COURT
5Y5TEM DE51GN DATA: ~
+85.3 / i \ RIVERSIDE, CA 92507
THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQ. FLOW / v '
�,�/ PROPOSED 15C)0 / 86.2 \ LOCUS 15 LOCATED IN A STATE ZONE II
U5E ONE CHAMBER TRENCH, 1 2.83'W x 25'L x 2' EFF. DEPTH FINISHED GRADE EL. 18 O+ p GALLON TANK
SIDE WALL: [25+25+ 1 2.83+ 12.83] x 2,0 = 151 5F ��l l'��11 / lll�l, I�IL' ; '' Il'"'�/ ; llIl,'��� �\ V GARAGE ;
BOTTOM: 12.63 x 25 = 320 SF PROPOSED / �� LOT COVERAGE:
471 x 0.74 = 348 GPD TOTAL DE51GN FLOW PROVIDED I p� \ PAVES // / \�� EXISTING COVER BY STRUCTURES = 00%
f123'
NO GARBAGE DISPOSAL ALLOWED a •d d d .d { �6 DI \ \ DRIVEWAY
Q o o __ __ _ _ \ .` , / , PROPOSED COVER BY 5TRUCTURE5 = 5%
34" • d °, o 0 0 24„ /�� \
-- \ 4 /r; ��M �' --�/ - EXISTING COVER BYPAVEMENT = 00%
41
y -
48" -- 48' II'� + � \ ,\ o, :- . , _. ,� �ii- --, ., ` ..�_ �•�.�..w�- may' II PROPOSED COVER BY PAVEMENT = 3%
o
PROPOSED LEACH TRENCH-END VIEW \ \ `� / I D/B 1� i r4G#/ I
NUMBER OF TRENCHES = ONE \ �p� \ PROP05ED5.A.5. TRENCH 2 i i I PLAN LEGEND
NUMBER OF PRECAST UNITS PER TRENCH = TWO
IN5TRLL TWO 500 GALLON PRECAST UNITS - \ 3 �( WG / I --
GENERAL NOTES: WITH FOUR FEET OF DOUBLE WASHED STONE 20' 84 -- EXISTING CONTOUR
AT SIDES 4 AT EACH END ` i - I \ Elis7/,Uc `\' -� ✓/�� Pic 4 / i� / / Q� / l 4
I • ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP ag' -' 1
TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONSpa��� s / 8 PROPOSED CONTOUR
FOR THE SUBSURFACE DISPOSAL OF 5EWAGE. o yt83.2
2. ACCESS PORT5 OVER TANK TEES SHALL BE ACCESSIBLE WITHIN G° S'STRIP-OUT I % V %\ \ \ / / �, +84.6 EXISTING SPOT GRADE
OF FIN15HED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS OTHERWISE NOTED. ' TEST PIT
_
4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION i80 6\ \\ \ D���F -�,l �'�o i '`�' PROPOSED WATER SERVICE
OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR
I
ALL MATTER5 RELATING TO ELECTRIC AND/OR GAS EASEMENTS.
II \ \ BM: RIM EL. 84.4' �` ,\ j %` e�F %lr UTILITY POLE
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC, (4" DIA. UNLESS OTHERWISE NOTED) '� -ao \
\ DATUM: NAVD88 /
G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE �i
�� / %/ WG EXISTING WATER GATE VALVE
MORTARED IN PLACE. SS i +82.6 �, t84.3 � /
I H GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. �P���
7. FIN S /
I /
8. THE EXCAVATOR/CONTRACTOR SHALL BE RE5PON518LE TO CONTACT DOYLE \ 9- e� ` vi Ov I / rn �/ I\\ ,, '' i � EXISTING HYDRANT
AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 2�F �° \ NOTE: N o I ; v 1 /° Id 1 /
\`� c�� NO POTABLE WELLS WITHIN +83.2 0)
9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 150 FEET OF S.A.S. S.A.S
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. �� RESERVE AREA.
10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS \ /
PER TITLE V REQUIREMENTS. \ /
`� / \�, � -- -r "% \ ; `=k' �' 0 20 ao
Feet
SCALE: 1" = 20'
SOIL DATA: \ \
P# 15422 ``� �,,, �\ ;' I \\ i , SITE AND SEPTIC PLAN
00
TEST DATE: JULY 25, 2017 �/
SOIL EVALUATOR: STEPHEN DOYLE \�� ' \\\`�� \ �75 26 1 II \ �''
SOIL EVALUATOR NO. SEG 19 (03/95) PREPARED FOR
WITNESSED BY: DON DESMARAIS, R.S. TOWN OF BARNSTABLE
�sa�s \ R,�o°o �' I ;� a�P��H oF�lgsr #981 SANTUIT NEWTOWN ROAD
DAVID q�y MAR5TON5 MILLS - BARNSTABLE
B. MA55ACHU5ETT5
TEST HOLE- I TEST HOLE- 2 TEST HOLE-3 TEST HOLE-4 \ / I ���' !o MASON y'
I
/ 1 p No.1066 0 �„� DATE: ,5EPTEMBER 8, 2017
0" EL. 83.8' 0" EL. 83.8' 0" EL. 83.G' 0" EL. 83.G' `�\ ' \ / �'
AE LAYER I OYR 3/2 AE LAYER I OYR 3/2 AE LAYER I OYR 3/2 \I \ / �`�'�
AE LAYER I OYR 3/2 I ' R cfsTEe� SCALE: I" = 20'
OAM SANDY LOAM SANDY LOAM SANDY LOAM ��� \I / �-
SANDY L PLAN REVISIONS:
G" G„ G11 Gig
Bw LAYER I OYR G/4 Bw LAYER I OYR G14 Bw LAYER I OYR G14 Bw LAYER I OYR G14
LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND
� / i ►pAAA'�4
48" EL. 79.8'
48" EL. 79.8' 48" EL. 79.G' 48" EL. 79.G' ►►,a�11` 1r�/'�s•�
����C,ISTER�sgc
STEP HEN
PERC @ 58" C LAYER 2.5Y G/4 PERC @ 57" C LAYER 2.5Y G/4 -' DOYLE
C LAYER 2.5Y G/4 j ►
C LAYER 2.5Y G/4 cn
MEDIUM SAND MEDIUM SAND MEDIUM SAND P
MEDIUM SAND . -o PLO. �%559 ►
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STEPHEN DOYLE AND A550CIATE5
,� " EL. 72.G' 132" EL. 72.G' 42 CANTERBURY LANE
132" EL. 72.8' 132 EL. 72.45 132 EAST FALMOUTH, MA55ACHU5ET5 0253G
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