HomeMy WebLinkAbout0174 SETTLERS LANE i-7q S'eA lu-S la
�I' ' ��, Town of Barnstable y.
Building Department - 200 Main Street
* B � . # Hyannis, MA 02601
9 MASS
i639. . (508) 862-4038
�FDMA�A j
. Certificate of Occupancy
Application Number: 201301698 CO Number: 20130115
Parcel ID: 272219 CO Issue Date: 10/18113
Location: 174 SETTLERS LANE Zoning Classification RESIDENCE C-1 DISTRICT
Proposed Use: DEVELOPABLE LAND
Village: HYANNIS
Gen Contractor: MORIN, JACQUES N. Permit Type:_ RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
C�1f
TOWN OF BARNSTABLE -
, 1
* 169-
84006" _Z Issue Date: 03/26/13
nsA�s.
p� Applicant: MORIN,JACQUES N.
Permit Number B :20130609`:
Proposed Use: DEVELOPABLE LAND Expiration Date 09/33/13 .
Location 174 SETTLERS LANE zoning DLitrict RC-1 Permit Type: NEW-SINGLET HC?ME
Map Parcel 272219 Permit Fee$ 943.50 .Contractor MOM,JACQUES N.
Village HYANNMS App Fee.$ 100.00 License Num 57770
Est Construction Cost$ 185,600
Remarks APPROVED PLANS MUST BE'RETAINED'ON.IOB AND
TO CONSTRUCT A SINGLE FAMILY HOME,-3 BEDROOM HOME*wriii THIS CARD MUST BE KEPT POSTED:UNTIL FINAL
2 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 1597 FALMOUTH ROAD,SUITE 4 _ INSPECTION HAS BEEN MADE.
CENTERVILLE,MA 02632
Application Entered by: PF Building Permit Issued 13y:
THI§PBRMrr CONVEYS NORIGHT TO OCCtrPY,'ANYSTREBT pId.EY OR SIDEi'�ALK OR ANY PAR��TIIBRI20F'IITNER'I'HMPORARiirXrOR PERMANENTLY ,£DTCROAC�NTS PUafdC.PAOPBRTY
�
SPECIFICAT.IY,pBRMrCI'ED UNDER TAE BUILDING CODfi,MIJST EE APPROVED BY THE 7[TRISDICTION STRfiBT UR N1.6'Y GRADS AS WELL AS DRp'fH AND LOCA�ON QF tIBLC SEWERS MAY Bfi �.
OBTAINED FROM THE DBPARTMBNT OF PUBIdC WORKS;THE ISSUANCE OF TAIS PBR�uD't-DOES NOT RELfiASE THE APP)YICANT FROMS�CONDPCIONS OF ANY APPLICABLE SUBDIVISIONS
.:,-,T si5.}f'"'4" J..a .,. ",..,E: ,. .F -r � ,, 1 s 'y;,` �a..v,.-kt.'"..'�;. .>i r • ,' .. -� ,i_ ��x�.��,^_k,:..s`�;^�.�MY�'+u�.d �� � s
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5.INSULATION.
6.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in-MGL c.142A).
�QST THIS
1, A 'VISIBLE STREEY
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL.INSPECTION APPROVALS
Olr
3 1 Heating Inspection Approvals Engineeri.'rig Dept
Fire Dept 2 S Board of HealthKkr
4
� I
_ d I
n ♦ . 1
39• i
90 EXISTING 36:0' - I,
FOUNDATION '
N
, m TOP FOUND. •- R��' "
ELEV. 67.88' ;
36.7
Lot 5
Area=10,010f Sq. , Ft. -• z� ' ,
0.23f Acresru
�.J N 1� NPLOT wh _ DCE #00-018
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE t
E •
LOCATION #174 SETTLERS LANE HYANNIS, MA
SCALE 1" 20' DATE :- MAY 1 2013
PREPARED. FOR: •
REFERENCE : ASSESS®R'S MAP 272 PARCEL 218 6
f LOT 35 PB 610 PG 94 r" BANK�. '' `=' t � LDI 1
V • r �, +.,.
i HEREBY CERTIFY THAT THE STRUCTURE r ,�`�o'/�r,'q� L ``�
SHOWN ON;THIS PLAN IS LOCATED ON THE I t
GROUND AS SHOWN HEREON. aJA
atl 508-362-4541 q No.43e0
fax 508 382-9no
F t
4 down cope engineering, Inc.
j Cl VIL ENGINEERS _ , ^ ) J `: •' —
y LAND SURVEYORS
939 Moln Street — YARMOU7HPORT, MASS. DATE REG. LAND SURVEYOR
71
t I
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 7oZ 'oc� Parcel �Appiction It
Health Division Date Issued 0),Co 6
t
Conservation Division ` Application Fee
Planning Dept. - oZt 03 140-13 Permit Fee
Date Definitive Plan A proved by Planning Board
Historic - OKH _Preservation/Hyannis
Project Street Address SeA*
a
Village LAy C� CEO
Owner 4 Address
Telephone
-Permit Request �-u Lt—
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Gs�o Total new o2l i'a
Zoning District Pi,- AW6 Flood Plain A A Groundwater Overlay P
Project Valuation l iS,0 00 Construction Type
Lot Size v 3 Grandfathered: ❑Yes 0 No If yes, attach supporting documentation.
Dwelling Type: Single Family U/" Two Family ❑ Multi-Family(# units)
Age of Existing Structure » Historic House: ❑Yes J o On Old King' ghway:�,:p YeOlU o
Basement Type: Cia'Full ❑ Crawl ❑Walkout ❑Other ==
Basement Finished Area(sq.ft.)�9 Basement Unfinished Areas ''fi. :;
Number of Baths: Full: existing new a)l Half: existing newer `-
Number of Bedrooms: existing a new
Total Room Count (not including baths): existing new First Floor Room Count +: a
Heat Type and Fuel: gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes ❑ No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes 0<0
Detachetkgarage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_
Attached garage: ❑ existing I U-new size _Shed: ❑existing ❑ new size — Other:
Zoning Board of Appeals Authorization ElAppeal # =—SS Recorded � k a a33
Commercial ❑Yes p'No If yes, site plan review# Paces !0 7
Current Use C (CLAA • Proposed Use i AP, a" "t&oy
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name 1 Telephone Number �S
Address License# 0 5 7 7 7
Home Improvement Contractor# P-7 O 3 3 l0
Worker's Compensation # cli iU/a013
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
C
SIGNATURE DATE 3 ll3
i
r
FOR OFFICIAL USE ONLY
APPLICATION#
E ,
DATE ISSUED
MARd PARCEL NO.
1 -
ADDRESS VILLAGE
,
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
!% FIREPLACE
.t
_ELECTRICAL: ROUGH FINAL
9
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
Y
DATE CLOSED OUT
ASSOCIATION PLAN NO.
The"Commonwealth of Massachusetts
P
Department of Industfial Acciders
Office of Investigations �.
600 Washington Street
Boston,MA 02111
www.massgov/dia
Workers}Compensation Insurance-Affidavit: Builders/Contractors(Electricians/Plumbers
ApIplicant Information Please Print Legg)
Name(Business Drgankatimftdividual): -
-Address: _
City/State/Zip: Phone.#- — 0 4. '
Areeyy an employer?Check a appropriate bow ape of project(required)
1.L I am a employer with 4. E] I am a general contractor and I -
I full and/or time * have hried the sub-contractors 6.„ ew constru on .
�p oY ( P )- 7.-❑Remodeling. .
2.❑ I am a•sole proprietor or partner- listed on the'attached sheet
ships and have no employees '. These sub-contra�ors have 8. ❑Demolition
worleing for me in any capacity. employees and have workers'
$ 9. []Budding addition
[No workers'comp.insurance � ins
P• mance.
mod•] 5:,[] We are a corporation and its 10.Q Electrical repairs or additions
3.❑ I am a homeowner doing all.work officers have exercised their I l.0 Plumbing repairs or additions
soli; o workers' right df exemption per MGL
. my (N �-• r 12.❑Roof repairs . • '.
insurance reQired,j t. c. 152,§1(4),and we have no
t employees. [No workers' . •13.❑Other
comp.insurance required
`�+Y aFPficaat that cher.la;box d'1 zmut also Sit otitthe seciian below showing Buis woda as'capon policy information
t liomeovmas who submit this affidavit indicating they am doing all work and then him outside contractors must submdt a new affidavit mdicating'sucIL
;Connactoss that check this box must attached as additional shed sbawing the name of the sub-contracims and state whether•or not those eattities have
employees. Ifthe sub-mtzwtom fuve employees,they must pmvidb their words'comp.policynumber.
I am an employer that is prot!lding workers'.eompemsatfon insurance for my employees Below isthe poticy and,job s#e
` . information. • '
Insurance Company Name:
Policy#or Self-ins.Lic.#: I 1 O 1 Perspiration Date: _ OC / L
. . Job Site Address: City/State/zip: y" •Ai � +�-
Attach a copy of the workers' compensation policy declaatlon page(showing the policy number d 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$1,5M.00 and/or one-year imprisonment,as well as crud penalties in the form of a STOP WORK ORDER and e
o€up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
JuvestigationvoRhe DU for' coverer verification. {
I do hereby .ruder the pains-and penalties of perjury that the information provided above is*wand correct
Sisnature: ate: rr' a6 3
Phone
Official•use only. Do not write in thb area,to be comp cU or town offictal., 2
City or Town: ' ' PermitUcense#
Issuing Authority(circle one): -
- ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector`
6.Other 1
h
Contact Person: Phone M
!F
WORKERS COMPENSATION_AND EMPLOYERS LIABILITY INSURANCE POLICY {
L
INFORMATION PAGE
Associated Employers Insurance Company ! q
54 Third Avenue, Burlington,Massachusetts 01803
(800)876-2765 NCCI NO 40959
POLICY NO. WCC 5004911012013 :gk
PRIOR NO. WCC 5004911012012 r"4
t�ITEM R
1. The insured Bayberry Building Co Inc
1597 Falmouth Road,Suite 4 Centerville MA 02632 ` a<
Mail Address: rs
Street No. - Town or City. County State Zip Code j'g
FEIN xxxxx0420
❑Individual ❑Partnership ®Corporation []Joint Venture []Association []Other i
x!i
Other workplaces not shown above: ,
2. The policy period is from 02/02/2013' to 02/02/2014 12:01 a.m.standard time at the insured's mailing address. ( ,
3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here;
MA
B. Employers Liability Insurance:Part Two;of the policy applies to work in each state listed in item 3.A.
The limits of our liability under Part Two are: Bodily Injury by Accident$ 500,000 each accident
Bodily Injury by Disease $ 500,000 Dolicy limit' r
Bodily Injury by Disease $ 500,000 each employee )
C. Other States Insurance,Coverage Replaced By Endorsement WC 20 03 06A
D. This policy includes these endorsements and schedules:SEE SCHEDULE
4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans.
All information required below is subject to verification and change by audit. �.
Classifications Premium Basis Rates
Code Estimated Per$100 Estimated
No. Total Annual Of Annual
Remuneration Remuneration Premium
INTRA 266545 y'
%SEE E(TENSION OF INFORMATI N PAGE `
s
XI
Minimum premium$ 274.00 Total Estimated Annual Premium $ 2,358.00
As indicated interim adjustments of premium shall be.made: Deposit Premium $ 610.00
❑ Annually ❑ Semi Annually ® Quarterly ❑'Monthly L.
MA Assessment Chg.
$1,942.75 x 4.2000% - $82.00
This policy,including all endorsements,is hereby countersigned by 12/12/2012
Authorized Signature Date
I&
GOV GOV KIND PLACING CLAIM NAME SAFETY Miller McCartin
STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy
MA 9015 14 504 .9731yannough Road
Hyannis,MA 02601 k
WC 00 00 01 A(7-11) s� ,
Includes copyrighted material of the National Council on Compensation Insurance,
used with its permission.
03/20/2013 08:09 FAX 508 771 2116 JACQUES MORIN Q001
Bill Inquiry-Munis (TOWN OF . .
Poe Eft ,_cds Hdp
-Customer Account inyirmation
Year J7ypeffill No.
History-- 2012 RE-R i ]9778 ® 1 ►( - 3 114451
bets!l roperty information c"�" MOR31J,MARTHA�!I TR
SETTLER LANDING II REALTY'TRUST
Parcel ID 272-219 _ ' 1597 FALMOUn i ROAD,SIJM 4
Orig Bill --- - CENTERVILLE,MA 02632
Alt Parc ,�
�Effective Date j Prop Loc v45ETTLE�iSLA 1w� SA�TABLE
_ _ ►SpecW ConchtionsAgotes
Lien/Sale __-.. Q GTOR F TNCES
Scan Bill ' I�limentlriformation
IntDt Billed Abt/Adj PmtfCrd Interest Unpaid bal
320-19
r 50
Quick Entry OBJ02f11 ..i —_.�0,62 00 --- -- - --- ��
-.._. _. . _ ........._.00
I 260,62.
,36; 311,00
Utility ACct — .— - - --- - --
02JD2J12 289.93 : _ _
00 00 35 75
45.62; 3
Customer289. 2J --- oo 35.a�0 325
.721
- j
l I Fees/Pera .OD : 15.00 ; 915 ' --- 15 00
Nye —._. 15,D- .... _ _ — -
. Totals _ 1,101.Q9� 15.00 j 00 `, 1 7` 1,307.66 `.
Parcel
Prop-Co ohasf 41ert5 Due 03E19�'29133 _1,307.66 i
de , J
Per Dlem .43'
Bdl Dates )AN 1 Owner: iMOPIN,MARTHA M TR — -- —
1ntPald ,00 !
Bill Audits Total Raid 00
'(�3 Vvvq p6of unpaid:bW,
Bill Events
Reprint iII
Preferences
{
{)iagnOStiCS j I
�—
? LE,j /•� 1 aP 1 ' ' r :�t Attdchments (�l)
Display trai'saction history for the current big.
7,
03/20/2013 08:09 FAX 508 771 2116 JACQUES MORIN 002
Bill InquiryOF C
-W Fie ; , 1_ielp
Yeargype/94 No. 1r ustomer Account Information
HlstoryW__ ' 2013: RED 52 CASH CMFCK 4
12
Detail i Property Information MORIN,MARINA M TR
_ AW
SE M-ERS LANDING II REALTY TRUST
Parcel ID 27a-239
CriglSo 1597FALMOUTH ROAD,SUITE 4
AltP,arc ,u11Vf� r t�f. I CENTEPWRiE,MA 02632
Effe�!e Date i Propioc 174 .-., ��CTOR�OF TAXES I: _..
-- — I[;Spedal Condibons/Notes
UenjSale
Scan Bll Installment Information
Int Dt Billed Abt/Ada PmtJCrd Interest Unpaid bal
Quick Entry 09/o2/iZ 275.?B : 00 ao 24. ,1 ,.. . �., w 9 7
29 29 .5
I 1110412 _._...275.271 - ---- _00 ;r 00 ; 1 4.57 I 2i�9.84
UtiBty Acct ---- --
__ 0102/13 280.83 0o 0017
4.95 2B5.7B
Customer osto2/ L - zaoaz - aow� .00 --
fr
Name Fees/Pen 00; 00 .00 ' 0C .00
_ m . ... --.... ...�_..__. - -- — — -
ir
—. _ Totats 1,132 zD :00 .00 ^43.B1 1,156.01'
Parcel I —-— - --
'-]Prop Code ( ones/Alerts Due 03r19r201.5
Bill Dates 1 ]AN1 Owner: MORIN,,MARTHA M TR Per Diem
intPaid .00 '
Bill Audi - -
1 Total Paid 00
03 View v;m 1
Bill Events
Reprint
Preferences
i
Diagnostics
of 1 - ;- - ��� f� A=h ants W)
Display transaction history for the urr-renentbill.
• Affidavit of Substantial Financial interest
of jr,9 7 on oath
depose and state as follows: CPS Ile `
1. i am an applicant for a building permit for the propejly located at Map o2` Q , Parcel
�. The address of the property is 19
2. 1 have 1J0 % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 .above.
3. Within in the last twelve months from today's date, which is 06 (3 , the
following individuals or entities have had a 1% or greater legal or equitable interest in
the real property which is the subject of the building permit application which is
identfied in paragraph 1 above:
Name ddre /
ko
4. Within the last twelve months, from today's date, which is_-A-461t 3 , 1 have had
a 1% or greater-legal or equitable.interest in the following properties which have been
the subject of a building permit application:
MapiParcel Address
5. Within this calendar year,.( have submitted CO building permit appiicatiot�s•for
roe in which i have a 1% o to/ r greater legal orequitable 'P P rtY g g interest.
B.'.Within the.last ten flays, I have submitted_ building pa-MRapplications for
d i
property in which.I have a 1% or greater legal or equitable interest:
7. Within this month, l have submitted building pernft applications for property in
which I have a T°/a legal or equitable interest
S. Within.this month, I have received building permits for property in which I have
a.1% legal or equitable interest.
Signed underthe palns.and penaltles o 'ury, thiso�) of OAL� 20V
2001-o050/affin
Massachusetts -Department.of Public Safety
Board of-Building;Regulations:and Standards '
Construction Supervisor,L&2 Family
License: CSFA-057770'. .
JACQUES N MOR N
1597FALMOLgU'")#/4 /rt
CENTERVILLE MA 2 32
\P
/ � Expiration'
Commissioner 02/16/20.1.4
Sof r o Town of Barnstable
Regulatory Services
s s
ntassAB $ Thomas F. Geiler,Director
Building Division
Tom Perry,Building Commissioner
200 Main Street Hyannis,MA 0260I
www.town.barnstable.ma:us
Office: 508-862-4038 Fax: 508 790-62:
Property Owner Must
Complete and Sign This Section
Ifs A Builder
I= . 0 C t.rZ Y" , as Owner of the subject property
herebyauth
. orize to act on my behalf,
v
in all matters relative to work authorized by this building permit application for.
(Address of Job)
Signature of 0-,vner Date
o r,
Print- a-me
a
If Property Owner is applying forpermit please complete the
Homeowners License Exemption Form on the reverse side.
Q:FORMS:O WNERPFRMiSSION
r
NOT ALL SYMBOLS
ASSESSOR'S MAP 272 PARCEL 218
LEGEND ARE UTILIZED „
\ ZONING SUMMARY
® SEWER MANHOLE ,O � � \ ZONING DISTRICT: RC-1
FIRE HYDRANT EUT MIN. LOT SIZE 43,560 S.F.
so WATER GATE VALVE MIN. LOT FRONTAGE 125'
} LOT WIDTH.
CATCH BASIN �--�° � � � � BENCHMARK: MIN ,
O C WATER SHUTOFF MIN. FRONT SETBACK 30
ELEV.: 67.92' MIN. SIDE SETBACK 15'
[55] PROPOSED CONTOUR W ,. L— 9.1.8' MIN. REAR SETBACK 15'
i
i\ R 2.50 i c
SIGN STUB
63 83 J ZONING DISTRICT: PI - AHD
TH1 g " MIN. LOT SIZE 10,000 S.F.
'} TEST HOLE ` MIN. LOT FRONTAGE 50' (20' CUL DE SAC)
MIN. LOT WIDTH 65'
I
O CLEANOUT \ 1;
\ � MIN. FRONT SETBACK 15'
\ 66 EXISTING CONTOUR � o MIN. SIDE SETBACK 10
? N I MIN. REAR SETBACK 20
\ CD
66.5 PROPOSED SPOT GRADE , 10, SITE IS LOCATED WITHIN THE GROUNDWATER
PROTECTION OVERLAY DISTRICT
O � N
f� APPROX. TREE LINE PROPOSED PROPOSED 00
N ,
+ 50.12 DWELLING �,, rn
EXIST. SPOT GRADE GARAGE TF=69.5 t^ (FEOMA FIRMEPANEL# 250001 0005C) 9-19-85
LEACHING PIT
REFERENCE:
6'X 14' EFF. DIA. PITS
5 S SEWER LINE Lot 2v��1 �j
PLAN
w w WATER LINE I..Y �:J
Area=10,010± Sq. Ft. ? '
c GAS LINE'
- ---_ 0.23f Acres [68] PREPARED FOR:
E E U.G. ELECTRIC - --_
BAYBERRY BUILDING
ANTI TY POST LIGHT -
QUE S E __
A
_ 1
--- LOCATION . LOT 35 #174 SETTLERS LANE
S7g•35'42„E SCALE 1 " = 20' DATE 3-1.8-2013
7,13g 2 -
SHEET 1 OF 2
N F:
OF INq \S Ofgss
� 9C ° off 508-362-4541
t� DA[41- yG � fax 508 362-9880
UANI-LA. G� S A �M
U OJAI .a, OJALA
CIVIL Id down cape en gin eerin g, inc.
1, 4 o.40502 r
" ' f J � �o�� i. ��•E.„�,,� Cl till ENG/NEERS
_ �� d v�„ 7J��/I^>, LAND SURVEYORS
Scale:1 20 �- '"�,�Sior�nl_ � ,��.;:�urtvr�.�,:,< / 1
DANIEL"�GA "O�J�ALA P.L.S. P:E� ' DATE 939 Main Street — YARMOU7HPOR7; MASS
r 0 4 10 20 30n 1,.. + 40 50 FEET
JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG
GENERAL NOTES:
"• 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE [ GRADE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR IN MULCH
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ISLAND TYP. 69.5
FINSHED GROUND SURFACE HOUSE TY
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN, OF BARNSTABLE SUBDIVISION REGULATIONS w
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. J >
ALL.SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER ~o 0
BARNSTABLE HEALTH REGULATIONS, AND
BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. ?
8"X6" WYE INTO MAIN
3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 64.6
0 CONTRACTOR TO V.I.F.
4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 2% TO STUB AVAILABLE
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. PRIOR TO ANY PLUMBING WORK.
RAISE IF REQUIRED.
6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY
KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. f2,0%
7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6'SDR35 PVC
8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT.2% TO STUB I
9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.)
LOT LINES WITH 6" TO 4 REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2.5% MIN.
FROM LOT LINE TO HOUSE
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING _ _ WITH CLEANOUT OUTSIDE
DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.)
(24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL
11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES
12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC.
SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE .ONLY. NOT TO SCALE:
13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS.
>, 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED.
44 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES.
16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. NT
UL
18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED l�
OF CLASS 150 PRESSURE PIPE AND SHALL BE,PRESSURE TESTED TO ASSURE WATER TIGHTNESS.
SEWER LINES SHOULD BE 36' (18"MIN.) BELOW. WATER SUPPLY LINES, BUT IF 1T IS NECESSARY
TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE
ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR:
OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16)
LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BA E Y U1711"I G
H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END. LOCATION : LOT 35 #174 SETTLERS LANE
POURED CONCRETE DONUT
1.5 CU.FT.f DATE 3-18-2013
OF 4f,4 SHEET 2 OF 2
4.0"OSCH40 PVC K (OANIELA. yGua fl� DANIEL
t OJALA _ A. off 508-362-4541
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LAND SURVEYORS
H-20 FOR USE IN PAVED.AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS.
UTILIZE PLASTIC COVER IN LAWN AREAS
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AWG GUIDE fL`�yy"',WOPD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND Z014E 110
WIND
MASSAGFIU7 EFT8 GHEGIGLIST FOR COMPLIANCE 1180 CMR 5301.2.1.1� COMPLCHECK
IANCEMPH
EPfp0suRE '^
v ZONE
LI SCOPE '.
WIND SPEED(3-SEC,GUST)'•-•__........................................................................TIC MPH
WIND B(POSURE GATEGOOY..•____•,________„_•____........................................................B
1.2 APPLICABILITY `. ~
NUMBER OF STORIES(A 069F WHICH EXCEED5 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY)
�ZBTORIES C 7 STORIES�L `\ \ JOINT DESCRIPTION co1•moN� >a)MBER NAIL SPACING
ROOF!PITCH..........i1'i:L�________________________ (FIG 2) .._____,_____.____.____.______._____. 11/17 <12M.AL_ NAILS BOX NAILS
MEAN ROOF HEIGHT.._:rW._••______._____••.•.. (FIG 2) __________________.__..__._____.__.._ - <33'
BUILDING WIDTH,W___... _-•--------------- .__. (FIG 3)......................................ZFT<80'�L \ TYP-FIELD NAIL SPACING ROOF FRAMING
BUILDING LENGTH.L l`s:.:-_____••_-_•_______________ (FIG 3)._____.______._______,___._.,_.____•..�-FT<8O'�L ad COMMON a 6"O.C. _ BLOCKING TO RAFTERS ROE-NAILED) 2-Bd 2•IOd EACH END
BUILDING ASPECT RAF7R,y/W).._______________________(FIG 4).••-__•-•_•._•-_•___-_...__.___,.____ IT<9:1�L •• RIM
BOARD i0 RAFTER(END-NAILED) 2-Ibd 316d EACH END
NOMINAL 1-EIGHT OF,:�Pa,0ST OPENING?................ (FIG 4)..................................... TIP.VI6"WOOD ••:•�, '•�i WALL FRAMING
„"�" "' ••"• STRUCTURAL PANEL - -
1.3 FRAMINGT GONKI�C710NS ; r TOP PLATE AT INTERSECTIONS FACE-NAILED) 4 16d S 6d AT JOINTS
GENERAL COMPLIANCE WN1N FRAMING GONNEGTIONB.,., RABLE 2)_............................................. �- STUD TO STUD(FACE-NAILED) 2-Ibd 2-" 24.O.G.
HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES
2.1 FOUN7ATION T 11 \ FLOOR FRAMING
FOUNDATION UlALLB MIWG REQUIREMENTS OF TBO CMR 5404.1 ••�\ •• •',
�L ..• ',.• >•� JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-Bd 4-I0d PER JOIST
y
CONCRETE3sL,t yp _____________________......_.........._.............................______ ••i i - BLOCKING TO JOIST R
CONCRET 2-ad 2-10d EA
E MA50 '`i_•••••_______________„__,•,_-_-___•,_••_••__,__-._••_•_••„__•-__-,__•••------•_. SAL TTP,EDGE N41L SPACING '..• - BLOCKING TO SILL OR TOPAPLATE ROE•NAILED) 3-ll d 4-16d EACH BLOCK -
� 3 (ad COMMON•6 O.CJ LEDGER STRIP TO BEAM OR GIRDER(PACE-NAILED) }I&d 4-16d EACH JOIST
2.2 ANCHORAGE G7>>I°1 LINDATION •>' Jo1sr ON LEDGER" ' �� �� -• ER TO BEAM ROE-NAILED) 3-ed 3-bd PER JOIST
5/8"ANCHOR 50L�? >DED OR 5/e PROPRIETARY MECHANICAL A14CWORS AS AN ALTERNATIVE IN CONCRETE ONLY •• ..'•' BAND JOIST TO JOIST(END•NA
RAFTER CONNECTIONS LEDJ 3-16d 4.16d PER JOIST
BOLTSPAGIN�> AL.---•--------------------(TABLE 4)........................._,_._,_____._____.______ t• �IN.�- - BAND JOIST TO SILL OR TOP PLATE ROE-NAILED) 2-16d 3-16d PER JOIST
BOLT SPACIING� �.7.1D/JOINT OF PLATE.........(FIG 5)__________________________________6°-12"IN.<6°-12° 1/ NON- -`.TYP.H2.5 TIES >
BCU.T.EMBED ZG NCRETE.....................(FiG 5)........,...........................�" N.>9°�/- LOADBEARMG ROOF SHEATHING
BOLT EMBED STUD HEIGHT
h�� M�A9ONRY.____...._.•••_.•____.(FIG 5)....__•____...•••....__•__.___-•_.••_,3 IN->IS"�L WOOD STRUCTURAL PANELS
PLATE Et
PLATE _______________________(ETCH 5)..............................._..___.)3"X3"XI/4°_1L UPLIFT 04DBEARING RAFTERS OR TRUSSES SPACED UP TO W°D.C. ad IOd 6'EDGE/6'FIELD
MAX.WALL %'•- ' STUD WEIGHT RAFTERS TRUSSES 9 OVER IS 4" E/4•FIELD
3.1 FLOORS OR ussEs SPACED oV o.c. ad od EDGE ELD
- �,•• HEGHT 20' ' ,. •. GABLE ETmWALL RAKE OR RAKE TRUSS ad 1Dd S'EDGE/6°FIELD
FLOOR FRAMING F� ER 8PAN8 CHECKED............(PER)..CMR 59.00).................................. �- > •.• .•-.. WITH NO GABLE OVERHANG
MAXIMgIM FLOOR .i�'C.DIMENSION.___,____.__„__.(FIG 61_______________________._____..______.Ot-Q FT<12'_�L - • _ ••-_ LMAX.WALL .GABLE ENDWALL RAKE OR RAKE TRUSS Ed IOd 6•EDGE/6"FIELD
n
FULL HEIGHT WALL 'U$N/tT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6).____________________ ______ �� >,••'`, HEIG W/STRUCTURAL OUTLOOKERS
MAXIMUM FLOOIE # ACKB •••• • - ••• GABLE END WALL RAKE OR RAKE TRUSS ad Tod 4•EDGE/40 FIELD
�j HT To'
BUPPORTIN RING WALLS OR SHEARWALL.(FIG V.___.•_______________________________4-2 FT<d�L ; °; .' W/LOOKOUT BLOCKS
MAXIMUM CANTII.v1:f25frOOR JOIST CEILING SHEATHING
BUPPORTIN6`L6 -RING WALLS OR SHFARWALL.(FIG B)..____________________________ Q�FT,(d
FLOOR SRACIN a ALL6 (FIG 9) �L - a •i GYPSUM WALLBOARD GE/q'FIELD
--yY .____..__.. .__.._,______________________
FLOOR SHEALF1IpSP % (PER 180 CMR 95.00)_______________ ___._. ✓. ••••i:.••• WALL SHEATHING COO T"ED�*t} ��TT,, Sd LEIS
. FLOOR SHEATH1 H�q��,II�NE85..........................(PER 100 CMR 55,00)....________._. _.__.__..3/'�"IN.�L >
...
FLOOR SHEA Lq$A tdisING ______________________.(TABLE 2)_�d NAILS AT r, N EDGE/_J2_IN.FIELD WOOD STRUCTURAL PANELS
^Y` STUDS SPACED UP TO 24"O.C. ad Tod 6"EDGE/a,FIELD
4.1 WALLS U2"AND 25/32'FIBERBOARD PANELS ad
V EDGE/6"FIELD
WALL HEIGHT •,•••,•••a, - In'GYPSUM WALLBOARD -' EDGE/b"FIELD
ad GOOLERb T°.
' FLOOR SHEATHING
LOADBEAR L 1`{ ___________________(FIG 10 AND TABLE 5).........................:8 FT C 10'�� - - .-• .-
NON-LOADS 4 WALLS........................(FIG 10 AND TABLE 5)....................... IS FT<20. %L LATERAL i-•i•,, WOOD STRUCTURAL PANELS
WALL STUD SPA Y ______________•_•.(FlG 10 AND TABLE 5)....................JG-IN<24"O.C.�� '..:., �> I"OR LESS ad Tod 6"EDGE)12'FIELD
WALL STORY OFF S _______________________-C.T'C.............................
_ Q-2"F7(d GREATER THAN I' Ipd IOd 6°EDGE/6°FIELD
4.2 EXTERIOR ,r �
WALL STUDS - TIP,HORIZONTAL DOUBLE IL GENERAL NAILING SCI-IEDULE
C
LOADBEA WALLS - _ ____________ ......(TAP.l e.5)............................2X Ji-�_FT_QM_�L SHEAR •.• NAIL EDGET17I
NON-LOADS1 __________________RABLE 51.___-_____"___•_____•__•__..2X IRS- -FT�IN�L- •- :> :>.•. PATTERN E COMMON e3A0.
GABLE END WALL ° - • „ (STAGGERED "
FULLHEIG ,�p�L.,+,,l��STUDS______________________(FIG 10)._._________.___,.___..__.__._.:..._______-__. �L
�?L'y1,��,, - i i•••: iYP.1/16,WOOD STRUCTURAL
WBP ATTIG�2.11I --" •--______•_______.(FIG I1).____,_.............................-Q--FT>W/3�L _ VERTICAL PANEL SHEATHING
GYPSUM Cob--�t�-k". di !IF-NOT USED).__,_,,,.(FIG IU._,_-•________________________ -n FT>0.9W
« AND 2X4.rj5N '. LATERAL BRACE e b FT.O.C.(FIG IT).........................................
�L -
OR IX3 CEIIgB,�U�il�il✓<G STRIPS a 16"SPACING MIN,WITH 2X4 BLOCKING e 4 FT.SPACING M'-END .__,.__. �/ VERTICAL EDGE NAIL T TYP
JOIST OR S�1AY� _______________________ �L >' •• SPACING(ad COMMON • DOUBLE TO PLA
________________________________________________________. •.'°..• _O.C.)
. DOUBLE TOP PLATE � ..`. •. >
SPLICE Lois ! � ...............MG 13 AND TABLE 6)........................... A.".FT�>(� > i
P E
SPLICE G tl O OF Ibd COMMON NAILBI (TABLE 6)_______________________________________J>2 _ i•� TYP.(FIELD NAIL SPACING
LOADBEARINGGUh�"yCONNECTiON9 .•.• .••-• - ad COMMON•_O.C.
LATERAL M .7�KI COMMON NAILS)............(TABLE T)........................................-2_ _
NON-LOAIDSEARIAG W__ `TCONNECTIONS ,
.�!
DOUBLE HEADER
LATERAL(N '<� COMMON NAILS)............(TABLE B>.......................................� �L
LOAD BEARING, PI:}IUIGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) ;•.i _
HEADER SPA'F14_"'': ___ ,. _..(TABLE 9).............................. FT SIN.<11' ✓.
SLL PLATE Fk ____ ________.(TABLE 9)_____________________________AFT_6IIN.<II'
FULL HEIGHT 9T! 8(kip OF STUDS) _______-(TABLE 9)._________________________ _...
jo :OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE J o �• °e' '�• - STUD
> > e
WMADER sPp # ---.--_••_ ___________(TABLE 91._.__..............................�,FT_QIN-<12'�L •e.°Dn 4'e. db•.°dro•.
SILL PLATE 91 tl ______________________.(TABLE 9).............................. el IN.(12'�L 16" ! ,. • LE JACK STU
FULL HEIGHTS IN7.OF STUDS). .......(TABLE 9)........................................a'. SAL e ° >i ° i:° i ° REQUIREMENTS AT EACH END OF HEADER
EXTEROR WALL SHIER 111;f�TO RESIST UPLIFT AND SHEAR SIMULTANEOUBLI' •>a •°e ° 4 '•° ° E,qp 8 A MINIMUM NUMBER OF
MINIMUM BUILDIN 1910N(W J - 'e e•e 0: a -> �-, O•e d• ER F.4D FULL+IEIGHT UPLIFT LATERAL SILL PLATE
NOMINAL HEIG ,7M.LEST OPENING?.- 6-8"(6B �L ° •>. ° ° • '' . ° ° •. ° (FT-)P WSIZE (L$-) (LB.)
s s• e_____________________________________________________ 4 24'O.G.MAX. e a •� 24"O.G.MAX.�•
SHEATHING TYP _______.MOTE 4).._•_....•_••••__________________________i(2u �L - 4n I. 0•e a 0•e
` EDGE NAIL 6P (TABLE b OR NOTE 4 IF LE951.,.,_.___,...,_,._._M.�L STUD SPACING• ,, • •STUD SPACING • 2• 2-2X4 iU1 2T1 132 _ ..___.
FIELD NAIL SPA ---_-•________________(TABLE toi ...___.__._.,___..._____.____..______IN.�L .SEE PAGE 5 OF 6 °•�° °•�° °�•a °•°tr°•• °•' L'a °•�° °•' 3' - 2-2X4 S 2B 416 19B
SHEAR CANNEC �AMO.OF ISd COMMON NAILS) (TABLE 10)_______________________________________ -1L •'s Oro 0'e 0'e'. 0•e n _te A.. Oro°. '
PERCEv III
NT FULL, �J'}BREATHING_______________-,(TABLE 10)._______ % �L '> ° '�• a ': ° '• °u - ° .' o '> - 4' 2-2X4 2 - 554 264
5%ADDITIO 'BME,ATHING FOR WALL WITH OPENING>6B"(DESIGN CONCEPTS)__________________ _••_. SAL °•�a °•� 4 a�• S' 2-2X4 3 '693 330
MAXIMUM BUILDING'' HkNSION.(L) .°61 0•e 'e d'A', • J
6` 2-2X6 3 1331 396 %•-•'•>-------
NOMINAL HEIGHF�pP"�ALLEBT OPENING?........................__...............................�-13.0 6'B"�]L - .• •. .�>'.__....._. _.._,,,___ _.._
SHEATHING Tl'P ,1 ______,_...........MOTE 4)___ .....................................�� ,�L l' 2-2X8 3 9l0 462 i•a ° a 4
EDGE NAIL SP _ I ro Ob.°On .�O'e :°0•e .°d O•e 0'e .�O•a On .°d A _______.••_•••.(TABLE II OR NOTE 4 IF LESS).._.•___, N-_1L_ MAXIMUM WALL STUD WEIGHT , STUD SPACING , 8' 2.2XI2 3 1,108 520 . e-
FELD NAIL 5PAC�L��_________________________(TABLE It)........................................_IN.�L SEE PAGE 5 OF 6 9' 3-2Xi0 3 14'1 594 >. s.!a,e•:a,e,•S,i,•° 'a••° ':,. ,o,•° w,o•• ,a•:a,q.!
SHEAR CONNEGtIOfN TrvU.OF 16d COMMON NAILS 1 (TABLE IU________________•__..__.__. __ �_ n Oe 0'e O•e On .°A'• °A'•
PERCENT FI1LL-HEkIjF-SHEATHING (TABLE IU......................................._% �L RAFTER CONNECTION AND WALL SHEATHING 10' }2X12 4 1,385 660 ,, ,>, ° .>, ° .�, ° TIP.ANCHOR BOLTS AND a 0'e Ob
5%ADDITIONA",,1EATHING FOR WALL WITH OPENING.>6'S"(DESIGN CONCEPTS)._____. �L II' 4-2XI0 4 I 24 l26 > > ° a•>4 e•!° •• 3°X3°XNC PLATE WASHER.! '°,!a,°
WALL CLADDING '-l`U - � °•°
y� •o .°d•e 0•e dro Oro .°dro On A-. On A. A.
.
RATED FORWIND:bT'�Di_______________•.•_____.____._,..________,..,,_.___,._._..__.,__._____ ___. ->L
sa RocFs '` TABLE 9, WALL OPENINGS - HEADERS ° 'e;
ROOF OVARIAN MEHB441Pi1N5 CHECKED?-(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBBITE) �_
IN LOADBEARING WALLS ° .°d. .°ee .°D•e�.°oe•.°d °dro•.°d•e . e•e'.°A.�.°e•e•
ROOF OVERHANG _2 __,-(FIGURE IS)..............3_VXFT<SMALLER OF 2'OR L/3
4 •'° •'e
TRU590R RAFTER -' ON9 AT LOADBEARING WALLS NOTES: D•o e'e Ob 0'e .°0•e .°0•e .°0•e.°d•e .°dn.°0•
PROPRIETARY C{2pIINECTORS I. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY.EXCLUDING THE SPECIFIC]EXCEPTION NOTED IN 2,TO COMPLY WITH THE '> ° '.• • •: °
UPLIFT........ _ ________________________(TABLE D)........................__,..........W3Q�PLF I/ REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST 19 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS _
LATERAL_-_-:_:a4______________•_••._.._.•_. _ .......... AND HOLD DOWNS ARE NOT REQUIRED PER THE ULFCM 110 MPH GUIDE,
SWEAR � ............. ......... _„(TABLE DJ.....................................5•-71-PLF_I/ A:STEEL STRAPS PER F16URE 5
RIDGE STRAP CONNECTI07N8 IF COLLAR TIES NOT USED PER(TABLE B.1................................T.�LF�L B,20 GAGE STRAPS PER FIGURE II
GABLE RAKE oUTL00 ..........................(FIGURE 20)______________�FT<SMALLER OF 2'OR L/2��� I C:UPLIFT STRAPS PER FIGURE 14 -
TRUSS OR RAFTER CONIC IONS AT NON LO40BEARING WALLS -' D:ALL STRAPS PER FIGURE 11 .
PROPRIETARY cON cTgRS t.' E CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE IBb
UPLIFT.________.{ .........(TABLE 14).._........................... u.411 LB._1 2• EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED IUHEN 5%IS ADDED TO THE PERCENT FULL-WEIGHT 544EATHING
LATERAL(NO.C1F CIOMMON NAILS).;_.____..(TABLE 141.....................................L-14A I IS,%_ REQUIREMENTS SHOWN IN TABLES 10 AND 11. STUDS AND HEADERS
ROOF SHEATHING TYPE::___________________________.!PIER 180 CMR 9B.00 AND 99.00)...______.___....__._. �]L- 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE.
ROOF SHEATHING THIGKNgSO;......................................................___••_••.la-IN.>Vib"WSP 1/ 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT
ROOFS
FASTENING______________•_:_'-,_,,,,,• (TABLE 2).____.___.___.____________..,________.___,_.. �L SHEATHING AND NAIL SPACING REQUIREMENTS. - AROUND WALL OPENINGS
BUILDER .;,r.z JOB ADDRESS DESIGN
p p/fp D//p//1/ 1e Q /ommESQ6{� QOo com DATE REVISION DRAWN BY ° PAGE P'...I.-011
CALE
BAYBERRI' BUILDING CO'.+ ��� COI U Op`1V!/ OJB D�sI ns
LEXINGTON ONE O4_,O_12 • JIB
�oF1¢
! ! TWO GAR GARAGE W (U PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL a)EXACT 56E AHD REINPORGBMENT OFLL A CONCRETE FOOTINGS 3 ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE vER F •fie/BJ
PR-ITPo)CtION.I— LLR DEPTH.
WEST BAFNST4BLE LOCAL BULLRING CODES-ORDINANCES,JS DESIGNS MAY NOT BE HELD RESPONSIBLE M T BE DMNED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4)vWRTR 4 •�7.
SIIOtURAL EL FO EMENTS R Dab->SIZE P.O.BOX JAS
CONDITIONS OR FOR THE USE OF THESE DRAWINGS DARING AC ETB?
TICES OF CONSTF'NOTION.VERIFY DESIGN WIIM LOCAL ENGINBR WITH LOCAL ENGINEER AND BHLLDMG ORKIAL6. M4.OA%e• ° "
() FOR BITE