HomeMy WebLinkAbout0141 WHITE BIRCH WAY Ox�brdNO. 152 1/3 ORA
ESSELTE 10%
e o a
• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel (J AppIicatioQ2o/,_Gk
Health Divi4on Date Issued `
Conservation Division Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board �L
Historic OKH Preservation/Hyannis
Project Street Address ` it
v
Village
UCLAOwner Address
Telephone
Permit Request
)OAN0
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed . Total new
Zoning District Flood Plain_ Groundwater Overlay
Project Valuation Q "" Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) -
Age of Existing Structure Historic House: El Yes ❑ No On Old King's�_Highway:' I]Yes❑ No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other CD
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq. 3 'v
Number of Baths: Full: existing new Half: existing neW vim,
Number of Bedrooms: existing _new co
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review #
Current Use Proposed Use
APPLICANT INFORMATION
,/��� (BUILDER OR HOMEOWNER)Iri Q� Q�
Name _ � y 1 Y bm Telephone Number � b U[)�'^ uN
Address License # O( b L 1 l
ti
Home Improvement Contractor#
Worker's Compensation #
ALL ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
*Cftf6-,_m'n
SIGNATURE DATE .��
' FOR OFFICIAL USE ONLY r_
APPLICATION# '
_DATE_ISSUED t�. :+� ��ar .:>; , �f•„_ r _
.MAP/PARCEL•NO. + a '
ADDRESS VILLAGE `
OWNER,
DATE OF INSPECTION:
.` FOUNDATION r
r FRAME
INSULATION:. +' '
FIREPLACE
ELECTRICAL: ROUGH ?~FINAL -
t
t PLUMBING: ROUGH FINAL
GAS:-• :� ROUGH to —FINAL
s "FINAL BUILDING i_
DATE CLOSED,'OUT .
ASSOCIATION PLAN NO. '� '
V v
."A Federal ID#05-0405629
'r I RISE Engineering RI Contractor Registration No 8186
MA Contractor Registration No 120979
A division of Thietsch Engineering CT Contractor Registration No 620120
5 Dupont Avenue,South Yarmouth,MA 412664 CONTRACT
508-568-1926 X-6610 FAX 50&56H-1933
R I S E Page 1
PROGRAM
THIS CONTRACT IS ENTERED INTO BETWEEN RISE
CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS
ENGINEERING DESCRIBED BELOW
CUSTOMER PHONE.LL _ a. DATE - CLIENT I WORK ORDER
Pamela W Myers (508)360-2185 08/19/2015 197172 00002
SERVICE STREET �..—^ .,_ BILLING STREET 4--- -
141 White Birch Way 141 White Birch Way
SERVICE CT',STATE,ZIP BI W NG CRY,STATE,ZIP
West Barnstable,MA 02668 West Barnstable,MA 02668
JOB DESCRIPTION
AIR SEALING:Provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be
perforated in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of
air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other
products. Primary areas for sealing include air leakage to attics.basements,attached garages and other unheated areas(windows are
not generally addressed.) (9)working hours. A reduction in cubic fret per minute(cfm)of air infiltration will occur,but the actual
number of cfm is not guaranteed.
S616,00
ATTIC FLAT:Provide labor and materials to install a 10"layer of R-35 Class I Cellulose added to(1 152)square feet of open attic
space.
S1,543.68
ATTIC ACCESS:Provide labor and materials to install(1)easily removed Thermal Tent cover for the attic access folding stair.
The cover has integral weatherstripping to restrict air leakage.Width:22"
S_26.65
VFNTIILATION:Provide labor and materials to install(2)insulated exhaust hose with mof mounted Flapper vent to exhaust
existing bathroom fan(s).
S232.20
VENTILATION:Provide labor and materials to install ventilation chutes in(54)rafter bays to maintain air flow.
$188.46
GARAGE CEILING:Provide labor and materials to install 8"R-30 densely packed Class I Cellulose insulation to(576)square feet of
garage ceiling located below a heated floor area.by drilling holes in the ceiling from below. Holes drilled will be plugged. Plugs will be
spackled and left in a relatively smtHlth condition.Finish sanding and touch-up priming/painting will be the customers responsibility.
$1.140.48
INCENTIVE:RISE Engineering will upply all applicable,eligible incentives to this contract. You will be billed only the Net amount.
Currently.for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed S4,000 per calendar year,and an
incentive of 100%for the Air Scaling measures.
For the safety and health of your homes indoor air quality,we will be conducting u blower door diagnostic of the available air flow in
your home both before the work is begun,and after the weatherizadon work is complete.We will also conduct a full assessment of
the combustion safety of your heating system and water heater.This has a value of$90 and is at no cost to you.
S90.00
i
Federal10#05-0405629
RISE Engineering RI Contractor Registration No 8166
MA Contractor Registration No 120979
A division or Thieisch Engineering CT Contractor Registration No 620120
5 Dupont Avenue,South Yarmouth,MA 02664 CONTRACT
508-569-1926 X-6610 FAX 509-568-1933
Page 2
R I S E PROGRAM
VMS CONTRACT 15 ENTERED INTO BETWEEN RISE
ENGINEERING CLC-RCS ENGI EERINGE D THECUSTOYER FOR WORK AS
DESCUSTOMER PHONE - _ DATE CUENTO WORK ORDER
Pamela W Myers (508)360-2185 08/19/2015 197172 00002
SERVICE STRM •. BI LHo STREET .�.�.�-•�_^__�._
141 White Birch Way 141 White Birch Way
SERVICE CrrY,STATE,HV= — _ .... _.�.� �..w_..�6 e1LLING CrTY.STATE.ZIP
West Barnstablc,MA 02668 West Barnstable,MA 02668
JOB DESCRIPTION
Total: $4,037.47
Program Incentive: $3,204.60
Customer Total: $832.87
WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF
"Eight Hundred Thirty-Two&87/100 Dollars $832.87
UPON FINAL INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF I%VALL BE CHARGED MONTHLY ON ANY
UNPAID BALANCRAE10 75 DAYS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECKON,SCHEDULING,AND CONTRACTOR REGISTRATION,
DO NOT THIS CONTRACT IF E LANK SPACES
R¢ED 9/ONATUAE•R E /T GUSTONOTE:THIS CONTRACT MAY BE WITHOAAWN BY US,SIGN
D WITHIN XOATE OF ACCEPTANCE
u ACCEPTANCE OF CONTRACT•THE ABOVE PRICES,SPECIFICATIONS AND CONDmONS ARE
DAYS SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK
AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLUIED ABOVE
r i
Town of Barnstable
Regulatory Services
VAI' MMA ' -Riebard V.ScA Director
Building Division
Tom Perry,Building Cummissioner
200 Main Street,Hyannis.-MA 02601
wwiv town.barnstable.ma.as
Office: 508-862-4038 Far.: 508-790-6230
Property Owner Must
Complete and Sign This Section
if Usin .ABuilder
as Owner,of die,subject property
�n
hereby authoiize_ 1 Y 1 4 90(]'�to act on mybebalf,
in all matters relative to Bork authorized by this building permit application for:
1qI y�• 021161d-t /Y711 62d66
(Addre of;lob)
Pool fences and alms are the responsibility-of the applicant. Poo1S
are notto be.'Mcd or,uamdbefore-fence is installed and all fiiW—
inspections are performed and accepted.
x IJJ'4�11
(—YipaUtwe7f Owner Signature of Applicant
Print Name Print Name
Date
Q:FORM S:O XVNF-"ERN17S S ION?00 IS
i
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
I Congress Street, Suite 100
y' Boston,MA 02114-2017
www mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): M.T. McMahon and Son, Inc
Address: 19 Fieldstone Way
City/State/Zip: Plymouth , Ma 02360 Phone#:781-831-1234
Are you an employer?Check the appropriate box: Type of project(required):
1.❑■ I am a employer with 9 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction
2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8, ❑ Demolition
workingfor me in an capacity. employees and have workers'
y p �'• 9. ❑ Building addition
[No workers' comp. insurance comp. insurance.:
required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4),and we have no Weatherization
employees. [No workers' 13.❑■ Other
comp. insurance required.]
*Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:Aim Insurance
Policy#or Self-ins. Lic.#:VCW-100-6014109-201 Expiration Date: 12/08/2015
Job Site Address: lql� yJ V�k bw
V• ' City/State/Zip: YV IC
Attach a copy of the workers' compensation policy declaration page(Lowing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
1 do hereby certify under the pains and penalties of perjury that the information provided a ove is true and correct.
Signature: Date: 7,6/ T
Phone#: 7818311234
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
14
�J/aevryn�.. rrrlcmlrY o�c/l���uc/rraeCG ; Massachusetts -Department of Public Safety
Office of Consumer Affaus&Duaweb3:tegmatwn ; Board of Building Regulations and Standards
OME IMPROVEMENT CONTRACTOR Construction Super is`ur
eglstration 161816 Type: License: CS-068111
i
Expiration=11124/2016 Private Corporatic ; .�`�
�"1F . 0 MICHAEL T MCi1 AH
MICHAEL T.MCMAHON 8yS,OWNC• 19 FIELDSTONE.'WAtilf s
PLYMOUTH Mk 023`60
MICHAEL MCMAHog -
19•FIELDSTONE WAY �.; Q I 'V °
a o
PL'1'MOUTH,MA 02360 Expiration,
Undersecretary . W171201e.
I t; `•: Commissioner r ,.
1,aUnrestricted--Buildings-of any-use group which
. ; LS:eps�6r registFV-. n valid for indiwdul use on: ',tcontain.lesS thart•35,000 cubic feet+(991m3)of„_ i t
before the expiratiu t dater$f'F -and return to: J e-enclosed space.
Office of Consumer Affairs and Busines aeoijIntion i
10 Park Plaza-Suite "170
i •, Boston,111A,02116
! Failure to possess a current edition of the Massachusetts
' !
r State Building Code is cause for revocation of this license.
. ................... 41(..........
Not valid without Signature } For DP5 Ucensing Information visit: www.Mass.Gov/DPS
oATaIMnlDarwwf
ACORi:f CERTIFIC
ATE OF LIABILITY INSURANCE l2 9 is
TH CERTIFICATE IS THE ISSUED AS A MATTER OF INFORMATION ONLY AND COh1FERS1ORR101 COVERAGE AFFORDEDABY THE POLICIE(SD
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR
BELOW•
THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S�,AUTHO t0
REpRESENTATiVE OR PRODUCER,AND THE CERTIFCATE HOLDS Dllc les must a endorsed, SUBROGATION 19 AIVED,su e
pORTANT: I the aerdflcaW holder is an ADDITIONAL INSURED,the p y(
the t9rms and con dlUons of the policy,certain policies mey roquire an endorsement, A etatEmont on this certificate dose not confer r1�b to the
certlecate holder In lieu of such endarsamen _ I (70%) 333-0702
PROWCER PHONE 781 -1890
Thomp3on insurance 3JTir1s@C0MC1St.net
and Financial Services 98t NAIC9
399 Union Stroet _ iN9uRa s AFFORR'N®R cov ERAce _Weymouth, —
MA 02190-316 Travelers
._. _ ... _._. _ - M
_ ._ -- INSURER B t AIM� 1!�lttil8l
IN9URFD
MT McMahon and Son Inc. INsuRE_a :�?®stern World Insuranc®e Co•
19 Fieldstone Way iNML :
Plymouth, MA 02360 RER E: .._-
INSURERF: R�/ISION NUMBER:
COVERAGES CERTIFICATE N UMBER;
THIS IS TO CERTIF T„hWANDINO ANY R0 -i - MENTNCj T TERM ORDCONDITION OF ANY CONTRACT OR OTHISSUED ER DOCUMENT WITH RESPEC�OLWHK7H�oB
INDICATED. NOTVN ST
CERTIFICATE MAY 8E ISSUED Om OF POUC ES THE.L MITS SHO INSURANCE MAY HAVES EEN R UCED BY PAID CINIS HEREIN IS SUBJECT TO ALL THE TERM
EXCLUSIONS AND CONd i uMTB
. MRSHOP
N NB NuoOM
TYPEOPINBURANCE 9/16/14 9/16/15 EACHOCCU _ 1,000,000
C a EN ERALUABILITY NP2820248d PA a 100,000
COMMERCIALOENERALLIAeIUTr MEDplplq are non a 5 0
CLANS ADE 7 OCCUR P_RSON41&ADVIN.NRY 8 0
GENERAL AGGREGATE a 2 000
PRODUCTS-OOMPIOP AGO E 1.O
0'00—
GEN'LAGOREGAT90AITAPPLIES a
POLICY Loc 8/31/14 8/31/15 000 1 '•
A AUTOMOBILELIABIUT'Y SA 2CS82729
8pD1LY INJURY(Pe(penoN 8
ANY AUTO BODILY INJURY(Pet-MT-0
AUTOS N20 x AUTOS LEO tOPEFidentOAA Gam— S
X HIRED AUTOS X AUT SWNED 1' S
D 11/ a 1, 2 EACH OCCURRENCE. a 1 000 000
uneReuaLus 80313L140ALI
AGGREGAT9 a 1 000 000
aXCEBaLIAO CLAIMB•NIA a
KERB COWINBATIOM VWC-100-6018109-201 12/9/14 12/e/15
$ ANDEMPLOYERVUABLITY YIN L.EACH 500.000
ANY PROPRIETDWARTNER/EXECUnVE NIA , Ea 5001 00
C HX M n NH)EXCL DEDT
( e ai ryIIeunaa E.L.01 s -POLACYL►IT Is Soo 0 00
tw
DESCRIPTION OF OPERATIONS I LMTIONS I VEHICLES (Alt¢eh ACORD 10"Add0lenel Re""Sohodule,Ir more apace le leal/rod)
CERTIFICATE HOLDER CANCELLATION
f SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
1 SLANT( ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORMI)REPRESENTATIVE
1++ John J. Thom son
O 198e�2010 ACORD CORPORATION. AU rights reserved.
DEBRIS DISPOSAL AFFIDAVIT
In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit
# was issued with the condition that all debris resulting
from this work shall be disposed of in a properly licensed solid waste
disposal facility as defined by M.G.L c. 111, s. 150A.
The debris will be disposed of in:
ABC Disposal
Name of Waste Facility
1245 Shawmut Ave, New Bedford, MA 02746
Address of Waste Facility
111.5 Debris: As a condition of issuing a permit for the demolition, renovation,
rehabilitation or other alteration of a building or structure, M.G.L.c.40 s. 54 requires
that the debris resulting therefrom shall be disposed of in a properly licensed solid waste
disposal facility as defined by M.G.L.c. I I I s. 150 A.Signature of the permit applicant,
date and number of the building permit to be issued shall be indicated on a form provided
by the Building Department and attached to the office copy of the building permit
retained by the Building Department. If the debris will not be disposed of as indicated,
the holder of the permit shall notify the building official, in writing,as to the location
where the debris will be disposed.
780 CMR—61h Edition
Signature of Permit Applicant
Z6
Date
o TOWN" OF BARNST.ABLE
�r CERTIFICATE OF OCCUPANCY r
. I
PARCEL ID 128- 030 GEOBASE ID 35416
ADDRESS 141 WHITE BIRCH WAY PHONE (508)394-8348 �
W BARNSTABLE �� ZIP —
.LOT 6 BLOCK LOT SIZE
DBE DEVELOPMENT DISTRICT WB
PERMIT 25210 DESCRIPTION SINGLE FAMILY DWELLING (PMT_#18918)
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY
i
CONTRACTORS: Department of Health Safety.
ARCHITECTS: P '
and Environmental Services
TOTAL FEES:
BOND $_00 pfr j
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY f'
BARNSTABLE,
MASS.
OWNER PETERSON, CHARLES E & TRACY 1 s6g9. A�O�
ADDRESSFp
P 0 BOX 694 BUILDING IV SIO
S YARMOUTH MA -
DATE ISSUED 08/25/1997 EXPIRATION .DATE
,
�,L' o!,
IrA'I'
Department of Health, Safety
and Environmental Services
GCS � Qi►
# 1ARNSTABLE, •
iMA83.
BUILDIN6'DIVISION BY
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH-
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.
4.FINAL INSPECTION BEFORE OCCUPANCY.
POST THIS CARD SO IT IS VISIBLE FROM STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
1 3C.�{ .,` z'2u�4'7 1 �o�cl� 1 , w aJ�j�l /JP�
311 8��
2 J7 fvs�i 3 3( YC7 � 2 2Z7OOA
6tN,4 � /Zacm..rsc�,
97 �e
3 1 EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT
2 OARD OF TH
OTHER: a SITE PL N EVIEW APPROVAL
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
O
1
I +t
I _
I
I
I
r t _ .PPPPF,
-Engineering Dept. (3rd floor) Map ;4 Parcel 6 -34 Permit# JD�/ ll
3� 6
• House# Date /d i
Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) 96
Conservation Office (4th floor)(8:30- 9:30/1:00-2:00) 1 D
Planning Dept.(1st floor/School Admin. Bldg.) ` , IKE
/ 7 02
efi ve Plan Approved by Planning Board 1 U 19 3� "� E® �JCE
LvF ( l S{ j ( , � s � 6
TOWN F BARNSTA RONU SAND
Building Permit Application TOM REGULATIONS
Project Street Address VV l4 fTE Bl kCN— WAY
Village WES 1 RARAIS-rABLnE
Owner CNAP.L, =S+--1AACY PeT&-RS0N/ Address !! P*1RKVVWb RD. -
Telephone 3
Permit Request 10 Bt{14 5//V LF f►�¢iy/Ly �~5/,t�,c'a/c„�' W tT�l �'W4
-clIR 6A,<zd i!�-:- LA_Nng�R
First Floor square feet Second Floor square feet
Construction Type 1/�/DO,'�� F—RA Q Ez
Estimated Project Cost $
Zoning District R-F, Flood Plain G Water Protection
Lot Size '1S9_G oZ 5 F Grandfathered ❑Yes ❑No
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure MA Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No
Basement Type: Full ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Q Basement Unfinished Area(sq.ft) 196e
Number of Baths: Full: Existing d New �tl Half: Existing New
No.of Bedrooms: Existing 0New 3
Total Room Count(not including baths): Existing Q New _ First Floor Room Count
Heat Type and Fuel: 1�Gas ❑Oil ❑Electric ❑Other EN W
Central Air ❑Yes A No Fireplaces: Existing 6New Existing wood/coal stove ❑Yes XNo
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
Attached(size) ;?—yx Z.Y ❑Barn(size)
❑None ❑Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes XNo If yes, site plan review#
Current Use Proposed Use
Builder Information
Name PAttz, AmoEl s<w Telephone Number 36c;z- S&K
Address PLO , ox o g- License#
AM 6 2675 Home Improvement Contractor# Z/Y 9A0
Worker's Compensation# 72-4AB—$93'y/{3_Czq—$—Q$
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE Z .Z
BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S)
lWY
c19
U C10���y+i
r e .
I
e -r r
s �
a �
9s
N
O
�r lrrcg'� �❑�
� .� •+m•7
I ,
I I I I
I I
I I
I I I
I I I I I I
I I I I I I I 0 I E-14
I I �oneN�n oa �n mno..o m.
, Fa
, c 4. I
I I n
FRONT ELEVATION RIGHT SIDE ELEVATION
1/4'-r-a 1/4'-r-o'
m�
of
Ed
A-2
i
a �
e
s �
a €
4 -
.
1 o
sg
s
�kYI
Z. •�
I �
C ;
I 3
I ,
il
1_________ , yY
I I
I ,
Tc q-
0 3
REAR ELEVATION LEFT SIDE ELEVATION
vt•-r-a yr-r-o•
00
c to
I�" a A-s
a a> _ a
C T 3m
D
c m $ 2 m
In
o x ;
T
A V > e
ng
D .52
a s t un
Z I 1
r
t 1 +
s-'
m
3 a
d
Ll
i
asFJa z• a
r a P1 I
-D $ a'
r �■
Z � ddt pQg r
fA O
_
m r i i
O 9
Lo —
c a
D RESIDENCE FOR BOSTON ROAD CONSULTING a�
0450
FLOOR PLANS CHARLES.M TRACY PEfFA50M Tom o.VIKKET
LOT 99 WKYE BRO1 WAY BS�STBO ONN ROAD
W.BANISTABLE.MA15 0 91 119-BIBY
{
a
a g
� Z
o
r4_i §
z i d d
L - l _J - 9
«v I I b t j
o a 6
S
d
1
N I I
. m
d =
m
z
r m
y d �In
z d
D
y //r
C
l
A
6
D RESIDENCE FOR BOSTON ROAD CONSULTING
FOUNDATION PLAN oue E..ti TMGT rEIHaoN Two D.,T4ET j[
Ib BASEMENT PLAN LOT 1[Vf4M EYIcN wAT [855 8ogrMA RDAD
- W.EAI1bTA6LE WA IS=448-ow
S
0
n i g
8r R .
U1
m €
n
o `
a
gg� ea ga
c = s
o En
$ R
m m71
o
$
ypI ,- ------- ----- - ----- -
F � n
D ry RESIDENCE FOR: BOSTON ROAD CONSULTING 9wrz 4�
II50
WWWZA BUILDING SECTIONS ouRLFs and IRA"PETERS N TODD D.MM.EY
WAIL SECTION LOT/8 M1DIE BIRCH NAY M BOSTON ROAD pYp
CROTON.MA
ROAD
p
N.BARNSTABLE.MA (50B)44B-81B1 6
t'KU VIUt (;UN I INUUUS
VENT AT Rre7GE
s
1/2' CDX PLYWOOD
ROOF SHEATHING
FIBERGLASS
ROOF SHINGLES
ZVENTED ATTIC SPACE
R-30 KRAPT FACE
FIBERGLASS INSUL.
200F TRUSS L,O O.G. IxB FASCIA BOARD
I/2' sEF AT""Eb D-i'A;L. sN r
3/4' PINE SOFFIT
bc3 STRAPPING CONTINUOUS LOUVERED
• It, O.C. SOFFIT VENT
1/2' GY,.
WALLBOARD FREEZE BOARD
FULL L'XIO'
OAK BEAM1/2' NOTE:
SHociLDJ�''E�� /�(n2Yl Gam'�,
WALLBOARDNoN
FULL S'x8' RT 4;,`i TO )k'SY CoNN
OAK POSTE pE r�i t ECT(7
2xL TOG DECK'G 8TRE88-SKIN WALL PANEL
R-11 TYPICAL ALL EXT. W.
'LOOR
— — i 1/2,d RED CEDAR
CLAPBOARD SIDING
I W/ 1' EXPOSURE
(FRONT ELEVATION ONLY)
I/2' GYP.
WALLBOARD
FULL S'x8' OAK
JOIST • 3L' O.C.
OAK BM /4 -r�csK f6n;a�1 �oiy r
FULL B'x8' ..
OAK POST
I/2' GYP.
WALLBOARD
b/S' PLYWOOD
'LOOR SUSFLOOR
1/2' —
i11
'
FINISH GRADE
R-M KRAFT FACE i
FIBERGLASS INSUL.
2x16 FLOOR JOISTS
2)dO P.T. BILL ON
CONT. SILL SEAL
16' POURED CONC.
FOUNDATION WALL
4' POURED CONC. SLAB
EMENT SLAB
a
TYPICAL WALL SECTION
y
32'-O'
CONTINUOUS
RIDGE VENT
1/2' CDX PLYWOOD
i
ENGINEERED WOOD
ROOF TRUSSES • 2-
1
I _
TOP OF FRAME
ELEV. - 2-l'-3 1/2'
FULL VAO' FULL e'xI0' FULL /.'x10'
OAK BEAM OAK BEAM OAK BEAM
o I I
2x6 TIG DECK'G I STRESS-SKIN WALL
9UDFLOOR I I
TOP OF SUBFLOOR
ELEV. IL'-5 1/2'
FULL 6'x8' I I
OAK BEAM 3L' O.C. 7 OAK B JOISTS FULL EAM I A
FULL 813d0'
OAK BEAM i I -5
CONTINUOUS CONTINUOUS CONTINUOUS
8'xe' POST 8'x8' POST 8'x8' POST I
6/e' PLYWOOD I I I I
SUBFLOOR
TOP OF SUBPLOOR
I
ELEV. - 8'-6 1/2'
s (4) 2xl2 I I
2x10 FLOOR JOISTS BUILT-UP
• W.' O.G. TYP. GIRDER ( i
n 1 10' POURED CONC.
i
t
OFF
BARN&rAB The Town of Barnstable
9Q 16 MAIM ,�'
V'O�FDMp'la Department of Health Safety and Environmental Services
Building Division
367 Main Street,Hyannis MA 02601
Office: 508-790-6227 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
October 5, 1998
To Whom It May Concern:
Please be informed that a Certificate of Occupancy has been issued for 141 White Birch. The Town of
Barnstable has no further interest in any performance bond for this property. It is important that you return
this document to the insurance agent who issued it in order to avoid a renewal and fee.
Sincerely,
Kathy Maloney
Office Assistant
bondrele
n �
3
•
A
C
IS nl CJ� CLP
� � C
m Q1co
'S 47 C
rf
L=27.51' LOT 5
R=80.00
4, ga 229.30'-
'� 00
0
LOT 6
45,862 SFt
4► pp 1.05 ACRESt
10
N F
A CONC. RANTA
FOUND.
TF 44.4'
sse� hCV
� ry
LOT 7 N/F
THOMAS GRIMMER.
JOB # 96-220
CERTIFIED PLOT PLAN
LOCATION WHITE BIRCH WAY W. BARNSTABLE, MA
SCALE : 1" = 50' DATE : DECEMBER 10, 1996 PREPARED FOR:
1 REFERENCE : LOT 6 PB 406 PG 9 . CHARLES & TRA CY
I HEREBY CERTIFY THAT THE STRUCTURE
SHOWN ON THIS PLAN IS LOCATED ON THE PE TE
GROUND AS SHOWN HEREON. AZ MB
on W8-382—+541 O� A
fm 5a8 362—BM
I I H
down cape engineering, inc.CIVIL ENGINEERS - / f n zz
f Ll i - -----'- S��
LAND SURVEYORS
t9 main aL ymmouth, ma 02675 DAT REG. LAND Su
I —
17
, t
The Commonwealth ofMass4huseus
Departinent ofndustrWAccidents
� -- � ol�ceorin,yesbq�ns
600 Washington Street
Boston,Mass. 02111
MRS Workers'Compensation Insurance Affidavit
ne:
lQCltitin-
eily phone ft
❑ l am a homeowner performing all work myself.
❑ I am a sole proprietor.md have no one working to any capacity
I atrl an employer providing workers'compensation for my employees working on this job. i
aaO
d
r�tttpany name• .��l�N�f.-• �tP�t.C?tc�! . . . - '
eit Dt�-r ... . iz
tt�e �RftV Rs pcli�y a 7P�-U-B—93Yk— 6 —5 9s
ilia MIMI
❑ i am a sole proprietor,beneral contractor,or homeowner(etrcle one)and have hired the contractors listed below who have
the following workers'compensation polices:
r4munnv name:_
itl�lCC-cs-. .
city:
' 'j��toncq�
uhu
tptnnany name
City _ -rlie t!
MINMINIMEMM
Failure to secure coverage as required under Section 25A of NGt.152 can teed to Me imposition of criminal penalties of a flue up to$1.500.00 and/or ago1
ooc years'imprisonment as welt as civil pwaltia is the form of a STOP WORK ORDER and a fine of$100.00 a day against the. I understand that s
copy of ibis statement maybe forwarded to the ofilce of Investigatinas of the DfA far coverage verification.
I do 1jerehy ce der the pains and pennlri f perjyry fl,at the iq formation provided above it true and cots cu.
Signature ate F6
Print name 50S7
official use enly do not waste In this area to ba completed by city or town otficit,l
city or Town; permMiccuae fl rIBuilding Department
0-check if Immediate reepoaac is require) Q1,ieensium BoardQSetae MM's Office
OHeaith nepartment
contact persun• pbnae fs; .��Other
a
fmi�M iro5 plot
THE STRUCTURE 43 t a
To make the mortise-and-tenon significantly stronger in into the post based on loading,torsion,other joinery in the 4
resistance to shear and torsion, we increase the surface area and wood species. We have found, for instance, that
area of the joint by letting the beam's width into the post. spruce tends to twist while drying, and so in frames built
When the joint is angled so that'only the bottom surface of from this wood we house all the joints. When beams are
the beam rests on the post, it is called a beveled shoulder housed or shouldered, remember that tenon depth needs
joint; when the post is notched to allow the entire beam to be increased or tensile strength will suffer. Remember `
end to be received,it is called a housed joint.We generally also that while it is necessary to get sufficient bearing for j
use either a beveled shoulder or housed joint to connect the beam, it is also necessary not to weaken the post un-
all„load-bearing beams, such as bent and connecting girts duly. (Beam-to-beam joints are particularly problematic off.
and,summer beams, to posts. Angled variations can be because very often neither can afford the strength reduc- f t
used,where principal rafters join to posts and for diagonal tion.) It's up to the designer to evaluate the problem and !
braces.We determine how much of the beam should be let figure out the best compromise.
S�Puidered joints
t
_. BEVELED SHOULDER JOINT HOUSED JOINTX it
THESE JOINTS RESIST SHEAR BECAUSE ENTIRE WIDTH OF BEAM 15 SEATED ON LEDGE IN POST, t '
ys- ,
� I w
a °•
�IU
r
' . Aaboe • Aronov
Individual Guild members
Michael Alost A Paul Anderson P
A - PO Box 1450 'PO Box 298—
Shreveport, LA 71164-1450 ',w Friiouthport;_-MA-02_6
h:_50-362-6755-,
Kim Aaboe P Stephen Amstutz P Co: ,Trunnel Construction
RR 1,Head of Jeddore Springfield Rd w:„508-362=5046
NS, CANADA BOJ 1PO Upper Jay, NY 12987
h: 902-889-3246 h: 518-946-2662 Bob Antoniewicz A
Co: Baltic Boatbuilding&Fine Co: Stephen Amstutz Woodworking 1214 East Ave J12
Woodworking w: 518-946-2662 Lancaster, CA 93535
w: 902-889-3246 f: 518-946-2662 h: 805-949-3034
f: 902-889-3246 w: 805-258-3800
Al Anderson P
John Abrams P 4670 Old Pike Rd Kip Apostol P
Box 359, South Mountain Co Pilot, VA 24138 RR 3 Box D12
Chilmark, MA 02535 h: 540-382-1056 Sundance, UT 84604
h: 508-645-9088 Co: Blue Ridge Timberwrights . h: 801-221-0854
Co: South Mountain Co., Inc. w: 540-382-1102 Co: Euclid Timber Frames
w: 508-645-2618 f: 540-382-8039 w: 801-225-9847
f: 508-645-3182 e: timberframe@bev.net
e: jabrams@smc.vineyard.net Arthur Appelgren P
Calvin Anderson P 117 Broad St
Merle Adams P PO Box 3338 Brooklyn, MI 49230-9511
216 N. Church St Jackson, WY 83001 h: 517-592-2859
Bozeman, MT 59715 h: 307-733-6437 Co: Riverbend Timber Franting
h: 406-586-7500 w: 517-486-4355
Co: Big Timberworks Inc. James Anderson A f: 517-486-2056
w: 406-763-4639 2714 268th St NE
f: 406-763-4818 Arlington, WA 98223 Jim Arndt P
e: twigworks@aol.com h: 360-403-0517 Box 761
Glen, NH 03838
Richard Ahrens P Lawrence Anderson P h: 603-356-7269
51 Oak Ridge Rd RR 1 Box 107,Victoria Harbor w: 603-356-7269
Basking Ridge, NJ 07920 ON, CANADA LOK 2AO
h: 705-538-0827 Natanel Aronov P
Arvel Aldridge P Co: Prospector Homes,Inc. 1226 University City Blvd Apt E49
PO Box 190 w: 705-538-0827 Blacksburg, VA 24060'
New Melle, MO 63365 h: 540-951-4418
h: 314-398-5224 Michael Anderson _ P Co: Blue Ridge Timberwrights
Co: Renaissance Timber Frames 1-4-17-405 Terauchi,Toyonaka-slu w: 540-382-1102
w: 314-398-5224 . OSAKA 560, JAPAN f: 549-382-8039
f: 314-398-5224 h: 81-6-862-0964 e: timberframe@bev.net
e: rtlbeamer@aol.com Co: Laughing Moon Architecture
w: 81-6-862-0964
Phillip Allender A f: 81-6-862-0978
967 Chestnut Ridge Rd e: ww6m-adsn@asahi-net.or.jp
Morgantown, WV 26505-2806
h: 304-599-6821
Individual Guild Members•.r
c`
Branch River
Branch River Foam Plastics,Inc.
15 Thurber Boulevard
Smithfield,Rhode Island 02917
(401)232-0270
PANEL INFO
TSTRESS-SKIN-PANELS= Skins 1/2" O.S.B. (Oriented Strand Beard) and 1/2"
Gypsum beard
- TWO SPLINES/PANEL PROVIDED-
THICKNESS R-VALUE* WEIGHT - LBS/SF
----*3-5/8" EPS Core -�,16.72 3.63
5-5/8" EPS Core 25.06 3.80
pd0jr ►--v. 7-5/8" EPS Core --:;P 33.40 3.97
9-3/8" EPS Core 40 .68 4.21
PLUS-25 PAINMS - Skins 1/2" O.S.B. & 1/4" backer with 1/2" Gypsum board
-TWO SPLINES/PANEL PF07IDED-
3-3/3" EPS Core 15.98 4.53
5-3/8" EPS Core 24.32 4.70
7-3/8" EPS Core 32.66 4.87
9-1/4" EPS Core 39 .44 5.01
STRUCZURAL PANELS - Skins 1/2" O.S.B. each face
-TWO SPLINES/PANEL PROVIDED-
3-5/8" EPS Core 16.91 3.37
5-5/8" EPS Core 25.25 3.54
7-5/8" EPS Core 33.59 3.71
9-3/8" EPS Core 40.88 3.87
INSUL-BASE PANELS - Skin 1/2" O.S.B. & Reinforced Aluminum Foil
-ONE SPLINE/PANEL PROVIDED-
3-5/8" EPS Core 16.27 1.83 `
5-5/8" EPS Core 24.61 2.00
7-5/8" EPS Core 32.95 2.17 :k
9-3/8" EPS Core 40.25 2.33
For applicatims of 1/2" Gypsum Board, add .45 to R-Value and add 57.60
lbs.to overall weight.
7CBranch,Riveri siilit-fngp-anel systems:iieet or exceed.building code_requirementso
When a building inspector reviews Tests of Panels for Building Con- Branch River insulating panel
your plans or visits your project on struction, as required by Appendix systems have been approved by:
site, are you certain the panel sys- E of the Building Officials and Code • Commonwealth of .
tem meets all appropriate codes Administrators International,Inc. Massachusetts, Department of
and will be accepted?You can be (BOCA)Basic Building Codes, Public Safety
confident with any and all Branch show Branch River EPS stress skin • State of Connecticut, Depart-
River insulating panel systems. panels meet and/or exceed indus- ment of Public Safety "
Our panel systems are subjected to try standards for compressive load- (BMR 00984)
rigorous testing procedures to as- carrying capability, puncture resis- • State of Rhode Island (85-155)
sure their reliability and conform- tance,.resistance to wind loads
ance with appropriate building applied to adjacent walls, and abil-
code requirements. ity to withstand heat. In addition,
Documented actual load tests Branch River insulating panel
conducted by an independent test- systems meet water vapor trans-
ing laboratory to ASTM E-72, mission tests(ASTM C-355-73)as
Methods of Conducting Strength well as adhesion testing of sandwich
construction(ASTM C-481).
We will be pleased to share test
results with you.They set industry
standards unmatched by our
competitors.
Build with confidence: specify the panel of experts
Job after job, we consistently then some.They meet or exceed all
deliver a quality product,on sched- appropriate code requirements —
ule. Our full staff of engineers can national,regional,local.
answer questions and assist cus- And we don't stop there.We
tomers with design and specifica- stand behind each panel we man-
tion recommendations. ufacture. Each carries the Branch
You can build with confidence River name...a name that's been
with Branch River stress skin synonymous with quality and ser-
insulating panel systems. Each has vice for years.
been expertly engineered to deliver Call us for more information.
versatile, effective energy control. Branch River Foam Plastics,Inc.,
Strict quality control standards 15 Thurbers Boulevard, Smithfield,
assure dimensionally consistent RI 02917 (401)232-0270.
panels with interior skins aligned Fax(401) 231-3434
for quick, trouble-free installation. Member AFM
Testing makes sure each panel sys-
tem does everything we say, and
Branch River Printed in.U.S.A. 01987
Branch River insulating panel systems—versatile,reliable,easy to install
Versatile Branch River EPS stress of the structural beams, encasing
skin panel systems give you the the entire structure in a tight insu-
energy-efficient solution for your lation envelope.Branch River panel �;'"' Insulating ose
most demanding post and beam systems feature UL-classified,
projects. Residential,commercial EPS foam insulation,pressure lam-
or industrial,new, retrofit or add- inated to two skins. To allow the
on — whatever your need, Branch insulation to run uninterrupted in
River has designed an insulating all directions, Branch River panels
panel system that does exactly are mechanically fastened with 3"
what you want it to do, quickly, wide splines. W Gypsum board T x 4•member
easily and economically. The result?We've eliminated :
Branch River EPS stress skin 75% of all thermal bridges caused
panels are manufactured to exact- by conventional framing. Cold Traditional Connection
ing standards.A standard core of spots and drafts commonly as- This simple butt joint permits cold/heat
UL-classified,modified expanded sociated with traditional stuffed-in- to migrate where panels come together,
polystyrene is pre-cut to fit stand- place insulation are now a thing of typically requires on-site cutting.
dard lumber sizes.Then it is the past.
pressure-laminated to an exterior Branch River EPS stress skin
nailable skin of 1/z"oriented strand insulating panels are as
board(OSB)and an interior skin of
cost-effective as the are a.R. e sw^ EPS core1.
1/2'gypsum board. Each pre-engi- energy-efficient. y panel
oSa
neered panel system component is
strengthened by the lamination of At the core of our panels is one of
the others.In essence,the whole is the most effective low temperature
greater than the sum of its parts. insulating materials commercially
When subjected to a well rec- available, Branch River EPS insu-
ognized transverse load test,ASTM lation board. It rates a thermal re-
E-72,Branch River insulating panels sistance(R value)of 3.85 at 75°F,or h'x3 spfm, h cyvsum board
meet or exceed all requirements. 4.17 at 40"F, per inch of thickness.
(Please ask to see the entire report, Unlike urethane isocyanurates and
which is available on request.) Styrofoam;" EPS R values do not The Branch River Connection
As a result,you get strength, diminish as it ages. And not only Panel edges are pre-cut at factory to tip
durability, stability,beauty and in- does EPS hold its stability,cost com- eliminate in-the field,routing. This
sulation too! parison shows it also to be the most standard connection features a 3-inch
Branch River offers a variety of costefficientin dollars perRreceived. wide spline to interlock panels, assures
interior/exterior skins and EPS core No other foam plastic insulation a tight, no-air-leak fit.
thicknesses tailored to meet your material can touch it for long-term
design criteria and building re- performance.
quirements...all of them offering EPS is environmentally safe,too.
structural integrity and exceptional Expanded polystyrene(EPS)insu-
energy performance.
Because the Branch River in- lation, manufactured by Branch
B
sulati ec panel system is River
easy to River,is a closed-cell,resilient,light- Most importantly Branch River
install,your post and beam shell Weight foamed plastic which is inert, manufactures the EPS core in
on-site in just a few will not rot and resists mildew. every panel we produce.This
can be erected
days.Then, framing-in-in that shell Chances are, you've used an EPS insures the ultimate in quality
y g cup many times for coffee or tea. control,UL Testing and single
takes virtually no time at all be- EPS does not contain or release source responsibility. Because of
cause Branch River has eliminated chlorofluorocarbons(CFC's)to the the high quality EPS produced by
labor-intensive steps. For example, atmosphere.EPS contains only sta- Branch River,we offer to all our
Branch River pre-cuts panels to customers a written 20 year
provide an energy-saving spline if ignited,
air E its cell structure.Even warranty on the R-Value of the
if ignited, EPS is toxicologically
system.This process eliminates safer than such other materials as EPS core. Ask about our Panel
messy, in-the-field routing of insu- wood, leaves or fabric. EPS, like all Warranty Program.
lation on adjoining panels.No foam plastics when used in con-
measuring or cutting of insulation struction, must be faced with ap-
either. All of which translates into propriate thermal barriers. Branch
substantial savings of time and River insulating panel systems meet
money. all appropriate building and fire "'
An EPS insulation stress skin code requirements.EPS has enjoyed '/
panel envelope provides energy a 30-year history of efficient, eco-
control at its most reliable. nomical uses in construction,pack-
In post and beam construction, aging, displays and food service
panels are mounted on the outside worldwide.
Four.insulating panel systems to choose from .-
Save time and money, Eliminate costly insulating Eliminate costly
speed construction with the and ventilation headaches separate-layer applications with
classic Branch River stress skin with the Branch River Air Flo Branch River Insul-Base panels
insulating panel insulating panel system Now with the Branch River Insul-
Originally designed and developed Insulating and venting cathedral Base panel system, you can elimi-
to eliminate conventional stud wall ceilings on exposed roof deck con- nate the costly peparate layer appli-
framing, it adds energy efficiency structions have never been easier. cation of rigid in-
,
and interior aes- The Branch River sulation and ply-
thetics to post and i Air Flo insulating wood sheathing.
beam construc- panel system was The Branch River
tion. designed to do Insul-Base panel
Typically, various just that. It as- system consists
thicknesses of UL- sures you of a of a top layer of
classified EPS continuous air 1/2"oriented strand board (OSB)
foam are precut to fit standard lum- flow over the insulation and under pressure-laminated to various core
ber sizes, then pressure laminated the nailable roof deck surface to help thicknesses of one-pound, UL-
with two surfaces:an exterior skin prevent condensation of moisture classified EPS foam to meet various
of oriented strand board(OSB)plus on the undersurface of shingles, insulating demands. The bottom
' an interior skin of gypsum shakes and roof deck.Its composite layer or skin features a reinforced-
board. Many surfaces are available insulation consists of a top layer of aluminum foil vapor barrier as
exterior/interior. 1/2" oriented strand board (OSB) standard.
pressure-laminated to a bottom
Fasten interior objects with layer of grooved UL-classified EPS
the Branch River Plus 25 foam in any density or configura-
::i insulating panel tion to meet your required insulation
Exceptionally strong, the Branch specifications. And, because Air.
River Plus 25 lets you fasten objects Flo insulating panels provide un-
to the interior side of stress skin form roof temperature, they help
panel.An interior to eliminate ice dams due to snow
backer board in- melting and refreezing at eaves
creases the panel's and gutters. In summer months
strength and pro- excessive heat build-up at the
vides a nailable cathedral ceiling line is signific-
surface for pic- antly reduced as a constant flow of
tures, cabinets, air is moving between the insula-
chair rails, wainscoting, shelving tion and roof surface'. (Must be
and baseboards.And that's not all. installed with soffit and ridge
Plus 25 permits you to install elec- vents.)This air movement keeps
trical boxes securely with screws the house cooler.
instead of clips.What's more,if there Equally important, the Air Flo
are remodeling changes made in System is versatile.To suit your
the future, Plus 25 panels let you particular construction needs,
attach what you want where you three types of panels are available
want without glues or adhesives. in lengths up to 16,'with insulation
Of course,Plus 25 also means values ranging from R-14 to R-45:
no more thermal bridges and signif- ! The Air Flo panel:Designed for
icant savings in labor and material 'installation over exposed wood
costs.Its insulating core of EPS can decking or equivalent;features a
be manufactured in a variety of standard, reinforced-aluminum
thicknesses from R-14 to R-45. foil vapor barrier;
• The Air Flo stress skin panel:
Designed for installation over
structurally framed systems with
interior gypsum exposed.Maxi-
mum 4' O.C. spanability; and
• The Air Flo structural stress skin
panel:The framing saver.The
R-25 in structural stress skin af-
fords 6'O.C. spanability and a
gypsum interior.
1NMGN1NMRMATION "' STANDARD WO:COMN M:T32.6 : 15
,tahtedphfatn/dt.tawlbulYtrs TOP t�9: 224 SPP 2100P-1.9C 114 oamtam m lateral btraaistg attacbad with ya...aDVY..tt,rplpt fACatioosm>...wwwY.ps• �s VA*d a and►>.bwa bud oa b4aosrdm
1 ),a„Iybyd t;TyedwtptotaxIof 2s4 aPP 21/22 Ia0 2.3 1- lOb u�is lace amber � a"a mbz*lag 1) 0- O- 0 61 22- 0- 3 9) Is- 8-10
�ilt�ytasgtio#s11�b'd�ataa WWII of IIOT C�IDgt 2s4 aP► 1iS01-1.SC t4QBr be itloYd to ad 2) !- l- 4 6) 23- B•12 10) 16- 0- 0
teaktratatwewalelbtasadsrm,ticd%. alwd lam: 2z4 SM 01/02 01" segments CR 2xt 'T brace net► be ualid flat 3) 9- 6-13 71 32- 0- 0 11) 9- 3- 4
�t tA0/ar;dtJtroAntl�elbtbeuawdralttar All �1293 C1t Chords are asemred to be to efts of web with 12d nails spaeed'9•-o.C. 4) 16- 0- 0 91 32- 0- 0 121 0- 0- 0
�61 ft,dwft nbl de twntwm a anoacy
eaotiatbotrly Leaned tmlas noted otherwise. Dram tettst eattamd et least 90f of web
.ddtlrbdaat+da'rharytafaeoaapt• �h
'agkptHattdamorsptaaarepvdMb7a IM T.M LAUD D)fTAMM t 2rt6 gm= sequired m any web emoeediog 14e. - TC...FORM...CSI BC...VORM...C31
1leltttet ne'taff saw retn010 bbsicb. 11/999 1- 2 -3420 0.94 12-11 291a 0.73
rei�'disdrde•,ftsm amLvft-inar Tw-0.24• Do-0.10• T -0.34' 2- 3 -2342 0.90 11-10 2914 0.70
Q;=' +inn+rY'°wtobanderistato 3- 4 -2222 0-96 10- 9 2914 0.70
we-, ' .t0-nals•w;�0s91 o0""14111W son
Et4awyw+.d 4- 5 -2292 0.96 9- 9 2919 0.73
'oLpn Of W Ural tempt bs a luftdirt S- 6 -2342 0.90
:Oetlyn trrgettaindwdtnat s ptd�M1W �► 6- 7 -3420 0.94
.:}i •atb�1-,Mbee rawiaad ra te0ao'rr b r
`te#wateat+tnr:+u�iata.auerohm" tATi�
/1 .IQB...P09'11...Cox ."m...ream CSI
p.d ta tbadta#a be ace the as daa d~ vv
e>t j96
utte.Kaeneat*40de10Wbulkketo&$. 2-Ll 124 0.66 6-19 -3124 0.05
1-10 -1114 0.66 6- 9 187 O.OS
.,4 now cfetadcca j br windIr p A aas basis.
neal 4-10 1227 0.32
.',�. �srrqgeeenl pmiaer.e� pliea man
hale taoas,sass has taa bam 6at4%d 10
naafi w axrlra7 bdt Its deco awm
..!'0 �atNpntiwcDcMslgqwbaam)+tsaamnu•
aas12 buildbre. din ask woe
try�trt916ajkmmchadtleetimre
•.,;� aaf ro0s erte.a[Mnily h a pr4511tb Wpm
t `it4til csdmty tlw did W be bursa a:a
•''tataYraan sywb=�f 10'4•at.
Y"RICAMN NOTES
Marwdbrkauaa,thftbdasa3".lseser 1 5 6
^trrdratlal u we-dy ant dbtraa 4 is fa
`�. Nafa+supe,ritTt tow Yb i calw's Floss ma to 6
sesla t•eednbit rrsparihillry dor raeb nit•
-s ',,geakms A"dboepacin-to ba Pan to
....,�.> M,kiat4M1sealdar•fabtaattoa. cawatrd 4X4
.0 ills dog to ametta..d dtaa ..4ttt 7d 9 µI.-
.W td dal matim;AMU A 650.Ord&40.
.IdJtpoldtNtrdanbceendstaDwa
!+ ;Ilea sk0 floc M,wtal W cost bsuewtn.
letw w abtwbtd frri+t tttettdata da0 br cut
' :7irybt'. .cadaoaadbewLt:,taa• 3X6 3X6
r*+" aittas pblea a1tM,N Iced a bad 0ou at
•�?x- asit-fA,tab.mm am aid be 3X4 X4
3mtogtsathiA dtairitbo to 6'
ant•. alpa.pdntnapraldw 8-4-3
c 7" t t/a.rbY,,-- •41eMd.;Dabr au sat wb
,. ''aatabws ate r daaaaAa of ter webs
`. edwes%rw!w.►bwb.•cmacaorplsaws.
'aae n#aaatat sW a bald on er Oast aboaa
ia"1 any ia#a x:Mnesd tacetaYt lad• 04-3 04-3
andlx stet0oa anon. Tell tnm b as
jb i'fibriawd aMa Me rtanlq amid
• '. �YiM•oQew;aNnAa dm& Pm aWdo"LL is
Susibt(a mad Ma exard nee•eW 4X7 1.5X3 SX7 1.Sm 4XT
stbtre+td►Oar Male tbttsma trod
O► =,Trines;CSTaa and Tn Itammmobd east
t 7RECAtmONARY NOTES
*11beelat ra«a" anm issim-a m
,U�t to►s ltfaad i'satowU& .T`amn ui
illswllte!ltdts';adtl.11mra an m L 3Z-0-0
0 _ MbrgY/Nmrodndaramdoftbaadiry
ar bismoft wit ad laaalladaa-.aa 7� l l ]0
t $
'may' - ImIaas,sad Fwmuwarb:uta, 202M 3.50" 2020M 3.500
b �avadm t"a S mad ptmae tat• 1-" I
rc#>dte lwnf inns rLtJ b -�
+tq cder�rdwduartadbrathm..e>atUUW- (Rl.l-7) (1t1-1-71
,' an,raxradra -m6siabraolottrainys
d1,;" €a.Irmd.fiaaal�naaudaap roan fa •
wam fmQWnsatclatagoe- I-Wyta.ve EXCEPT AS SHMN PLATES ARE TIM GA 18S1ED PER AN67lM 14"S stales 0.1875
••" tttstallastaadraw�ttss s;;v I
' �i `w tl.ebwte,rr bt 1 ttpewlsd.eatmar WMNMG: ALL NOTES ON THIS iJOC,GT. Eng. Job:m a e ash dell �dsr,dta aaaad Ott, s
• ay atpeYtcsea"cihoft at btor 1!nu Ro o A COPY OF DRAWING TO BE GIVEN TO ERECTING
C3• °/�IiaMaldadMa,tY116eaotltbL'amded. �'iF TfuS9�D:T 'r•�
.zz Cdhottadeadetawtadmasds{Haar
a+,af :Art,badatrtnaabaiaertwaaw CONTRACTOR. Dom: BOB Chb: Date: b19-%
..4.1 ;,viam as to may daw.1 Ks toek odtrt tb►t dos TC Lire 42.0 pit DurFhe-Lbr: 1.15
v!WtY�lta.aartnaalleatoC(bao STRUCTURES BRACING WARNING
tT t whirs aw0 a tts all tP, as and ba t Brad dwwa m ibis dram Is ad cmcov bmbg.wN brwb% parW bm t m slsilu trulnt TC Deed @.O pd DurFac-Ph: 1.I S.
cv�, a�.�lroaampr W. o o eptaas�d ea��at so ae� ar . Fr a•��bw SC Lhe D.0 O.C.Sp d[W. 24 0"
m'` ra7r'a .. r INC. made ro aw0ar bard bxlat at mails,and pallid kca&,mdae•rAuO by do aoGdia4 BC Dead 10.6 D�p Ct'jte'.fli:BOLA
-,4 .Ltais:,ln !rheas agna.:/of AddWonal*mks d dw&nnD oacam�ry be aWltd.(See Mta91 d 19Q Ra spoei c �1
-", +ttiel Rv:aa4aaat jo10■thw m (607)s99.9797 (403)362-s32A auw ens tep,ateaatttn.caeaet buildings dad par. (Rau raw tnWre,TPI,b kwated ar Code Dos e;
;tHrbawlat•-:;t sir o'or la OAar,radltott.Who wdo sy I TOTAL 60.0
-.; -
< RCN• at.rcp6
• fi
i
f.
DOVETAIL
HOUSING
HOUSED DOVETAIL
Courtesy of Robert H. Brown
j;
TUSK TENON
The tusk tenon can be used in place of the cross section of the beam to bear the weight
'p housed-dovetail joint. When pegged, the at the joint. There is some dispute as to the
tenon holds the joint together. The tusk is name of this joint, but tusk tenon is the term
the lower housed area that allows a major most commonly used in this country.
4
1
� V
n
.t
N l
��„�,�•^�""�-,erg,,. � g.r - ,;.;:. .,� ,
..�s°",r,,,�``" � � ��s >• �`' �-,.ti, "mow. '�•.�` ` .4+�,
.'S"�"1.'f " y ��". Y•�'t,S�h��r r� Ah'"' +. - `'.�'Q' .. �.-.�li �......� `•
i
/�� ,�` ^.-.'�. 31a�'' _` s� •�.Lr* ��Sal.�z.�.., F
l v
Courtesy of Tafi Brown
45 {
42 THE STRUCTURE
The mortise-and-tenon The simple mortise-and-tenon' ideal situation of a load from a beam being transferred to
can be very effective in resisting both tension and com- the top of a mid-span post through a mortise-and-tenon.
pression forces. We'll look at tension first. The joint here needs only to lock the two pieces together,
In tension,there are three ways a joint can fail:The pegs and the entire remaining surface area of the connection—
caA break,the wood between the end of the tenon and the the shoulders of the tenoned (vertical) timber—transmits
pegs can pull out,or the fibers can fail between the edge of the load. The joint poses little compromise'to the strength
the mortised timber and the pegs. The perfect joint would of either beam or post and,with the full width of the beam
have no one of these factors more likely to fail than the in the middle of its span bearing on the post., the beam is r:
others under extreme tension—all three failures would oc- in little danger of shear failure.
cur simultaneously. Practically, however, we lean toward The situation changes drastically, however, when the
making sure there is enough wood between the pegs and beam bearing the load is joined to the length of a post
the end of the tenon, because this second type of failure is rather than to its top. The weight borne by the beam is
abrupt and fatal; the others are gradual. For most woods, transmitted through the base of the tenon,and as the load
the mortise should be a minimum of 4 in. deep and the increases, it becomes necessary to find a way to increase
centers of 1-in.-dia.oak pegs should be placed about 1%2 in. the surface area at the base of the joint or shear failure of
in from the edge of.the mortised timber. Mortise-and- the tenon becomes a possibility. In a simple mortise-and-
tenon widths in hardwood.timbers work well at 1%2 in. and tenon,the load-bearing capacity of the joint is thus limited
should be 2 in. in softwoods. to the shear value of the tenon alone. (Wood species with
To increase the tensile strength of the joint, increase its lower allowable shear stresses would require larger tim-
depth and thickness and use additional pegs when the bers and also larger tenons to support the same load.) Of
width and length of the tenon allow..For instance, in a col- course there is a limit to how much a tenon can be en-
lar tie it might be important to increase timber depth just larged,for the larger mortise required to house it can com-
to increase.the surface.area of the tenon, allowing more promise post strength drastically.
pegs and leaving more wood to surround the pegs. But bal- The small bearing area of the tenon not only reduces the
ance this with a consideration for other joinery and a judg- potential strength of the beam under load, it also gives the
ment about the amount of wood removed from the receiv- connection only superficial ability to resist eccentric load-
ing timber. If three beams meet at the same spot on a post, ing, which can cause torsion. Torsion is a rotational force
enlarging the mortises might weaken the post to an unac- caused by overloading a member on one side or the other. ".
ceptable degree. It is critical to remember that very often Floor joists connected to only one side of a beam, rafters
increasing the strength of one part of a joint decreases the connected to a plate,and a queen post off-center on a bent
strength of the other. Unless the two parts are balanced, girt are all examples of situations that could cause eccen-
the joint is faulty. tric loading and resultant torsion. In fact, such conditions
The ability of a joint to bear weight depends on the are much more likely to contribute to failure than is the
amount of surface area involved. Imagine for a moment the inability of the base of the tenon to support the load.
Basic mortise-and-tenon
PEG CENTERS
ABOUT I%z" r MORTISE
FROM EDGE OF
MORTISED TIMBER I TENON
II
� II
s�
f
r
MORTISE AND TENON
The most basic timber-framing joint is the
mortise and tenon. It's a simple, straight pro-
jection from one timber received by a slot in !�
another. When it is joined and pinned, it's a I {t,- '`.
good way to tie timbers or to lock them, but S �;
the joint itself should be designed to carry
only a light load. Its most common uses are
for nonload-bearing girts and to lock posts to
a plate and a sill.
MORTISE 'ar
v
h�v
HORTI C. nin
TENCH
I.
SHOULDERED MORTISE AND TENON
Adding a shoulder to the mortise and tenon the post,the'full width of the beam supports
aK gives it entirely different load-support quali- the load rather than just the width of the
ties. It's a simple variation, but it makes a tenon. This allows the joint to bear three to
great difference in strength. By having the four times more weight than the simple mor-
lower surface of the beam project into tise and tenon.
�i
;i
6 Z• ♦
k'
/s
1
Courtesy of Taft Brown
40
I , a r1 +t rr
CU17RIL -TENVI THKOLGH
TONGUE FOR 2\
IAT POST Am[) SILLS DOVETAIL CCT{NER JCI?'fT A7 �:ILI S
JOINTS AT RAFTER FEET
Rafters are attached to the frame on the notch helps to keep the rafter from spread-
plate or directly to the post.Each of the meth- ing and is an important part of the joint.
ods described here has a notch that is cut Either a pegged tenon or a trunnel (a peg at
into the rafter that looks something like the least one and one-half inches in diameter)
open beak of a bird, or "bird's mouth."This should position the rafter securely.
� 7G
I
r
I
Courtesy,of Tau Broum
47
ell
In mastering timber framing, then, problems arise not with the large
s timbers like posts and beams but with the joints. Take a post, for
example. A 6 X 6-inch post of oak can hold 48,000 pounds of downward
s force, or as much as an entire house might weigh. But the early timber
.framer did not design to support
e n a Post g P a frame and sheathing. Instead, he
designed it to accommodate the pieces it supported such as plates, girts,
and rafters. If he made the post quite large, or flared, it was done not for.
weight considerations, but to allow a number of timbers to come together
or be joined in the same place and to deal with forces that tend to pull
pieces apart.
In timber framing, one piece of timber is usually stronger than two
joined together. What goes together will have a tendency to pull apart as
the frame faces the forces of weight and wind. Other stresses that frames
must deal with are.those of the wood itself. Wood, more than most other
materials, shrinks, twists, and it can split. (These characteristics andothers will be explained in detail in the next chapter.)
Different types of joints are used to deal with these stresses and the
concentration of different wood members. The most important is the
mortise-and-tenon joint. The origins of it are lost in unwritten history.
Perhaps there is a paradigm for it in nature, perhaps the tree itself where
FOR THE CARDEN
CORNER
POTOOLSHED ST limbs can extend 20 to 30 feet in a horizontal plane. The tree deals with
this tremendous stress because the wood becomes denser and stronger
When the builder of the past sized a around the limb. In any case, the ancient Egyptians were using the
Post, it was made large enough to mortise-and-tenon joint, the Greeks used it in trusses, and the'Japanese
accommodate the joinery. The size was
more than adequate to support vertical mastered it early on, having developed some extravagant variations of
loads. it.
How the timbers will be assembled has to be figured into joinery.
Some pieces of the frame have to be slid 'together; others must be
dropped into place and secured with pegs. It should be noted that a well-
designed frame doesn't depend on pegs for stability, though pegs do add
strength and provide a wedging action for stiffness. Nearly all the joints
discussed below may be pegged or wedged.
Another problem with the joinery selection is that some pieces of the
k frame are assembled in bents on the ground while other pieces such as
plates are inserted in the air, or put in after the frame is erected.
The problem we see today with framers trying to meet these
' challenges is that many are attempting to design new joints, wondering
perhaps if they have been done before. Many find the new joint can't be
shaped or assembled, or it allows the frame to collapse.
Joinery need not be this.complex. If you are going to timber frame, a
• simple and direct frame type that requires simple joints should be chosen
and expanded on if necessary. A frame may appear simple on paper, but
the finished product always looks more complicated. There are pegs that
can protrude, braces and joints to be seen, not to mention the grain and
knots present in the timbers. Don't be intimidated or casual about joints.
They are the heart of timber framing.
What follows is a description of the basic and time-tested joints in
timber framing and how they deal with the.problems of pulling apart,
The mortise and tenon joint assembly, and concentration of timbers.
40
` ` I TIMBER FRAME CONSTRUCTION
z"
—5- NOTE DIRECTION h --7—
OF DRAWPINNING
y' •
1 4%
1 CORNER POST 7 — z . CENTER POST
i
89r \ a
1 LAYOUT LAYOUT
FACE FACE d�
45°
Y'
•x
Post top tenons
I' Bents }
i
Resting.on the sills are the three bents. Each comprises two posts and a `
crossbeam, and two braces. Each end bent will have a girt to allow for
nailing on the siding. The most important joints in this frame are where
` the crossbeams join the posts. These joints tie the building together, a
:I necessary function since the weight of the roof tries to force them apart.
i
And if there is to be a loft or second level, these joints must bear the A 7 weight of it. 1
s.
p {A through mortise and tenon was chosen for the beams. Each tenon }
I / measures 2 X 7 X 7 inches long, and is secured with two pegs. In .#
Z �, /// addition, each beam is housed into the posts to give it an additional 1 X 8- ,
2„'�r inch bearing surface. The pegs prevent withdrawal of the joint, and the
extra length of the tenon past where the peg hole is bored makes the
g enough relish on the tenon strong h lit out.
--1 1---10,10 g not to split
_ I I If'you enlarge the width of the building, you will increase the stresses
P on this joint. A longer timber, then, would be a good candidate.for a .
7" dovetailed mortise and tenon. .
J Since the bents are only 8 feet apart, a simple loft can be made by
running 2-inch-thick planks across the bents; or a flooring system, similar
1 to the ground level one, of 4 X 4-inch joists could work. Y�
Laying out the tenon
a
},
M
The through mortise and tenon is used '. r
to.join the crossbeam to the post, tier.
120
TIMBER FRAME CONSTRUCTION., 4.
1-
Q
som ca m
+� • �� ,� J' f •'-t. � Pd ems- M .0 O
tit z
MGo
� a
Al'
n fit'r t 11yy �,
Ln
Lo
` - -
li O
vh
LO
-ii
�J a+ vl a
79
an
66
C p y
cp
312
I am
to
.
.I.I.1�...1�"I I.1I�I/,,--,�L,I I��..,'.1,.I-1 I_l,-I I I_-_I....-.6-�-I.�._I�-1I.1�I,:-,�I�,I-�J 1.,--'�j I_".�.I'LII.I�I....�,.�II�I II1�,I..I....I
.I.L 1�..�-��.�,.":I":�-I I II 1 I.I-.I-.I,.�.1�.'.�I-.�I I-.,I I I..I-I�.-�I'....I...I.1I�"I.A�-,^.1..II,-.-.I�,I I,�...I.-I",.,�,.1.�.!11.�III I-.I.i";I.,I�.,�LI.�,I,.,.II".''I.,.��-1 I,I.-;'I I,.�II-...�I�.,."1,.1I�,,I"I,�I..1I..�I�-..1.�.-..�,I,.��I..I I�1,.,�I.,..L..,�.I,11I�.II,I.,1 I.III-'.I�:�*-.�.,,!II.I.-II..-I I,.�...�n1.I'�I I.."-,I,.p"..I...I I.,,�I I,.�,I-1�..-I.-c�_-,��65-1 1-I�1.l-I.IV.II�..I��:;��-.I II�...II��.I 1.,II..-I�.��III,--.�I..-�I,�t�I I..I,�/-I�I I-C I,,�,..I,,�-.�"I..,,I.I 1..II 14'.,.,..:-:-/I,.!,.I 4.:I-_,.II,I....----I��..;..I,..,.,,�,.,,I,.ft A-.�\',�..k1.1-..,.I...1.�...I�I�II�I.1 1"I 1,�.�IL�II�I,"..,..L.�If 1.-I�.I1I,I.�/l.jI....I.,..-�I.1-�,,,....1-`.1.I..--1-.,z,II I-I..�.%I/,�I�,.I'._I�II'�.I I,I�I.'.��I'I 1�..�I�2�....1 1I:�I,�.�:I�-I�II,,'I�,,1 I.I-II,�.'.NI-
I_I,.I.7 I II.�.".-..I,.I...I.I.I.'I:�1',.',,�I..I..�1I%'I,-�.1�.'I�I.I.1.....,"I�I..'."_.T...1 II.I.-.I,;I.I I�:I I'-.I.gz"�-.I.�_�,-..IIiI.-�.�1;..I.,_�IL,...I�.-1 I.1.I.�..;"',(.--I�II,1,�I mg"I.�Il�!1.I�I-.�.;1I�,-i_..I��'.1.�.-I I.1I.II l.�.��.1a.A.1.,-II1,I.%.-1�.�m.-���..I-I.I 1_.-'p-,I��:�[.,�—�I 11 j�,1-I II I.�1.,I-og 1...�I�,l.�
.,�,,,I-,:.��LI�I�.,��p.,II-IL*.,,,I-1 I I 1.1,,'�I 1I..1,�,1II'.I--�I�.....--...,—1.I��-.�I I�'-I/g�.I1.�'..;II�;..1I.I��..I,.,-I":.�,I..I./I.I....L.I.�,,1.I..��.�g I,R.I�',...I�/-,I�1I.I�,..��l�I.,-�..,l�I,�O g�.I II'��.,,
_
I.,1�,I--1 1I1�.,.4..,-.,-\
I�.1\�k.,1 I
,
-�:-,.�II,-I.I-.��.��L,II/I--.I�-_.I�,1'�I�I I��_-I A x��.�-.e'I l I I.I I I.1-II�.I,I1"_.,,^j.,&..�:.��,.,.�1-.�,..1._'.._'I..
�.�;II1,�.�,II I.�I.-..�I.,W.,.,I�,:1,I,,11��I'.,,'.....:�...I�,.I/:.I 1,I1�\�4..IlI.II.-.�..;I-�^.p�.-I,�II�1--II1,,/,$5IN\f,,'5I.I..,..I".l.,-\..I�-.�l-.�-".I1�k 1."0,-,�.I1_�"I�"��I�
-I I I.1�I,�I��,�...�I-1,-.�--III I_�1),."I�II-�.��1,II�:�41
"1�1-I�,I:�-.I-,-,I�I t.,.I.I,.,,�-W.,/�/I,-,.�II II-I�1.�,�,,�%I,�I
.I-1,I'.II:.�I 4...I I.�1.,EI",.I�.'.�
I�4 I.�-..../I.',,:.-1*I',I"�,-.�.I,�-.-,I.----',...I,.I�I.",-11'i..e1�II�.�.�_.�.,�',.:,I,I I'-..-.I,i I r I?'.e�1.�I'Y�L�
.I.y�1.(L:.'V II-.'�,-,�,-II"'�.eI..---1�I,"I II.-.-
1"1.��I\,'j I I..zz,..II1I'�II�II,"I I/..�.�1/_I,�-�1.I-��;.I 1 1.I.I..-.I I 1
1-�)"I�.�_.._,�1.��....�0��I.I�.0.-.�I.1 1.I:i I��-.1�...1 I,II1I1.L��,.II./
yj[ - y ,. 4
-'I 0,.)�I,,,�-�,.�I�I�,_.'1.-,.I;1II�I�l 1-I-,..,I11_I,...-
00.,1I.,1,'..00�-.,,q�.,,�.I-I.I''./l,�����"�l.:-o.-.."I,�.�.z I._
I I.,I�"*�II',.II1"�--I I,-..II_�I,
..II.,'I,1I-.��-�I1,��1"-I.-I1...�.I-.,I'<-.,.,.-..,1'_."1 I1I_-/I�,1.I 1'II�-I��I,;L.I-,..I,(,.�-I�'.I:.I..
.'.'I/�I,I.I.I1-,_,.,.I�1.I.�--I1.....�._.'.�.L,I..I--..I."-I.L-I.�:I�,1.I..--.�..It,\I"._1,L��vII I�,".I�.I�,_k.�`LII.�,.-....�1\,.I I..1/.I.-.,..��..-'1.1-II-I.-,.�I.1 I,I./�p"I,..,I�.�II I
�II\.I1 I I P,"I.���I-I,..I..I�I'�.I,�I I._��-II,.-.*I,.1,I.'1�1\II�,�i I-'..I 1II..,.-�".�...�,.1�lI"I.-I s�.I"�)I�'.I�..Il..II."I..I.
\.L:I�--1I II I..I�-,,._Z�.\II.I 1.I�I.I.;I 1,i.-,..II 1 I-�-.I..,
4 LE TE
S HOLE LOGS
. . SEPTIC PR FI
. T.O.F. AT EL O .
- T .
, . (NOT 0 SOLE} 'Q ..
Y - _ - 4 - ..
\L1 1..1�.,I�.1-.,.�.1.:.�1II
w.I,4I l�-..1-..�I1e��I1��-,..I I I.1�.I..1I."4_1�I".I�I..�--I I 1.
.: �\
I.
II
iI
III
II
.,
ACCESS COVER TO Wn HN Ir OF FIN. GRADE
-
AccEss covER ATEt7TI To ENGINEER: -�- �1 r -_ E_{
r. \
. -. Gt'�. '> a ':. 1 \
i . '. _ -_ ,
:. WITHIN I OF FIN. GRADE }
5 bt1N11JUM JS OF COVER OVER PRECAST . :/ - 2% SLOPE REQUIRED OVER SYS'`EM 1
(��•o ) WETNESS: i-- j0 01,0 t-.. .�pYy.
rT
RUN PIPE LEVEL
_.,__..�:. 3 2" e.-, , o ` DATE: # t /¢1 ,
(BQ__} FOR FIRST 2' ` -----T---
I I.:�II!:�r:��(ri4I�,kj�I.�fw�;�!�.��I�1.Ij1I:p.kII�Ik[�_���17,�III1.!1.'1I��'I11r,t11."��ffItrli��!,I..1..I.I-I;I!ekI.�l I,I I.IIi�I.�I1�kI.11�II41�[�IIfi.k.�I:'II1,�1�".I�4j.x II��1
t ( / 9 r J .
1 - .F .
• GALLON sEPTt �,3:CS PERC. RATE L t► 1^� �� 41
. �___- `e !K
3�3 I TArr►c (Hh ) _ - - _ - .. I
fL_g - 3z t„ CLASS... ( S LS P __'1 _ .
Z:q
�;o �y�� n Q i lLy.1
ti l
„u �JO,
/ w� p
• }} t
3 3+ 6' CRUSHED STONE OR MECHANICAL t J -- --� Z V, 6
' 4 : •: COMPACTION. (15.221 (2D , ,,
I , DEPTH of FLOW s
f TEE SIZES:I �, (Iz SLOPS tL% SLOPES "'/ - I /z rp t I~-1-�,t o �fv, 0* .3Z.o "
I ' INLET DEPTH . - i� A
k I ormET DEPTH - _L9_ I LOCATION _MAP �' Zo�10
,.
.
• t ��S 3�; Z`j: :7 ASSESSORS 1NAP I PARCEL 5
D BOX LEACHING t _ 1
FOUNDATION 35 SEPTIC TANK 16 4
.FACILITY ZONE " L'' ..
.
FLOOD
. .
G-� -�E L_
- BU LDING ZONE:
i, S 1 SETBACKS: FONT - -- ,
. _ .
_ R d
. .
1
A -
SIDE I5_ •
.
11AD•% Z'3.at0 \ 1" REAR .` ✓ . ,
I.
...
`� '
„r �"'�'r.. �t
.
2 . .}
/ I �r PLAN a��ERENCE:
,,
by " v� $ . /S'4'� s j
,_,. S 61 i,,I"
. . zz") zI�✓
^� g z� 5t 3 I 1
V( �'1' 00 1-r .
.
: ,�d.
-
�k
. ---__ .___7
/ L
• t / Lo
�'
y - . t
1.
h Flo
/ I p t'1.osk� -. .
a '{
�} t�l,
- .
/�'`
_ ,,
f XI - --
I a, �/
;, - � L :
1 NaTES�I lII.�I.��.1,,:,
/'
L.,-11�,�-I.I_.I.1 II�1I.�.I.I.-.,.�-..�II.1-I�(I��."�..,,�I I.I.:I-1�II
I . '. ; - 1 ...-/'' Y
1
�� _
.� E�'' 1. DATUM IS
,
7�)
. -'
f
., ,� p• � _ `- " E - MUNICIPAL_ WATER, IS ! o_ITV?1!A3./II,,"I�I I(I�I.II.-I�I,-.�I,I,�.�I�I/_"..I�I I.1 I��I.I..II I...TI..�1;�...l I,�,�I*_-11I...11.I,I,_I...
;_
¢. �� ,,. . ---.I S.c _ DeS1GN. I�BAGE DISPOSER IS I=�,_,,5.4-{�,.,. t- __7 )
I.-�I�I.I�I-1.I I,_,I I1.I I-.1 I1 I.I I III I.�._I I�I I��I I--I�I1�1 I1�I_II-.�,II.I\I.....��-11 I II.1�1I�=-.'.�-_
I��.�..�0II I.I.III.I-��II I...Ib.I�I--�..I�1,6,I.-s.I1-I-���I.,--,I 1.-,.I�I,�-.,�I t.--1�II.-I.-I 1�-I)'..,-.
.II-.-1.1
2
J=PTI C
4v ,. '- ' • . , .. - ...__...,-_____,.,�� � 3. MIMMUM PIPE PITCH TO BE 1 8" -PER FOOT. .
N N __ . o
. M o p - ���a P
``�-- L:c SIGN ,FLOW, 1 BEDROOMS G D G D -
f ` i
... �-�i- } 4 I N : A 1N OR A PRECAST UNITS TO E AASHO�H
`, ; i IISE A GPD DESIGN ,FLOW LL_ . oES G LO D G F B
+ti --- ---�-� _"
I, _, ``�
MA A Ti"PIP JOINT TO BE OE TER GHT
(J ``: off•. ,, �.. I c;EPTiC TANK: ''��o GPO �-
5 E S
------ ...M. T is �p _ C.t�r�GA.LLONS .
rL Q _: { } 6. 'CONSTRUCTION DETAILS TO BE #N`ACCORDANCE ^WITH MASS.
,f, oT' pc r 'ENVIRONMENTAL CODE TITLE V.
USE A GALLON SEPTIC 'TANK
r \'7`'._'� . I I , _ : : . . - 7. TN15 ,PLAN IS FOR PROPOSED WORK ONLY ANO •NOT TO eE
��
r". ,(� y' �i "'--- t. ACHING. _ USED' FOR LOT LINE ,STAKING.- -
t� r Q. / l ,� �
k
.: I. • . '�IOEs. ", t z �r1�z
,�` ; 8. PIPE FORSEPTIC SYSTEM TO-SCH. 40-4 ` PVC.
L `
• N. , . IVI BOTTOM: s x� - _ GPD -
, '"
` R. MPONENTS .NOT TO E BACKFiLLED OR CONCEALED. WITHOUT
y t = 9. CO
.• ,S �`` INSPECTION BY .80ARD OF HEALTH AND PERMISSION OBTAINED
elKIgrT �` l CTAL. S. _.- GP�3
k . vb rr n ►.�
We►-�- 1 0 :, m . - . i :' . . FROM BOARD OF HEALTH. '
: � to r� � {, t �� � t v". �C 'S
.
•
c- TK l i it
- ,p r o � .
.- s e'" '` , !� - �, . f p p-N K t°c'R- F 1 O t" L. N .�t.l V t I '"�.1 'j •t'
z z �G ,
- I� h2o,3,. fi 1 ,
Gam ,.
_ O'er _ ,..-_ 4 i v�i,• ��'
p , ,
1
M
i
.
-
. '. ,v Y/ i t-�v 1�l ot�1 ��4v 1T ►� ,
{ I' . . ' `-• _ Uu.Zi'6iEE"- .I2P• wcvl,, 6,r " Wt ..1• 0,.I: F'tt •
` �' ±/ P'( '.(:'�►•� (MfaQi- Er ►.aA. f.!f�Ot.t4 :prYi
213
-i i
,• j
,/ ��
�l.S..:/I1.'��,I,.I�*1,.-I-.�)..,.".I--/._..'E�I.,�._.t�I-...I,II,1 l".I.�I._.%I
-1
�-.I.-,._.1I-1..1.I-.I�.:1iI.P.,,-.,�-1 III..�i.-�.1,;�.I,�/.I�,.�'I..O��1-_%�:�-,�II,.,�,,'I1,-�.:.1...I-
._.,1.--.,-"�....�..,'�-.I�,".�.._I-.I�i.�,1.*,�I.I I..,...,__II._�,-_.'r I�..I,I��II-..,.I1II..I,I_II I�.�.�.I�.,.,.���..�.�I"141
)I.
, tp.
. - /''. • '
f.. 3e --: nd - ,
_,
. . ,
,
.
-
. ,�� SITE AND SEWAGE PLAN. OF,
32 L
M -
.
34) :
. .
r , -
. .. • IN THE TOWN OF_
r ^: .
.,
,; .. : 1
r--, , .
,
# �, .. . . soAxn or 1 ✓
. ,
. •. MA
REPARED FOR.: �, l-i�L.G - I -+ -�1' ,x��
- S - . .. ,
.. - t�.
. APPROVED ATE
a - ,v .. , , "� -
D
, _ .
: -. �.
. , .
4
.�-
. N .
. `
s,
t 90 Feet
I: N ', S .v
,
�3 X T2�
_
,
t
_.
.
Y sCA DATE
, - ..
e e t •
,
,, n ,
.. ., -
- -- ..
- - - -,. -
,, - .. .-
i - - . . -s:
- ,.. .- . - - OF :a+
e .en erin In c. _ c I a�M �, �, .
, .
�'+ ���
. ,
' . down cap ...gene g, � �, �\& .
: I - A NF G
,
.CIVIL • ENGINE ERS
t•I
,..�-�\I�-,I;_tI,.I....-.I.!1....-�.r,.,.�(/.II1,.�,_�,�I�
_.
. : ., : ,. . 1 . . .. _ SURVEYORS `�
T�NI7 •
.I�II 1 I..I 1-,..I(II-',1.�I.�..-,,I,
` bJAtP
CtYti,
`t ._ /
,- .. - -
- - ro - ..
PHONE 508-362-4541 a, •�
f
+�
. .
, . :, ;�.< _ - . - . . F 508 362 9880 - - �, �frr , � L
.. . :.
f , , , ,�
h ma
93s mai
n 'st. armdut ,.,
,
* d � -
. .TnR . ��
�.
. , - ,_', _
i- S
: