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Area=10,125f Sq. Ft.\\\,
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19.22
FOUNDATION PLOT PLAN DCE #00-018
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION #9 SETTLERS LANE HYANMS, MA
SCALE : 1" = 20' DATE : MAY 6, 2016
REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-5 PREPARED FOR:
LOT 8 PB 610 PG 93 BAYBE4,►r � DING
I HEREBY CERTIFY THAT THE STRUCTURE `a4T
SHOWN ON THIS PLAN IS LOCATED ON THE A.
DANIEL tiJ
GROUND AS SHOWN HEREON.
3R—S=fox so9 Q JR1LA ("
rmx sas ss2—eeeo 401z10
down cope engineering, Inc. _
CIVIL ENGINEERS
LAND SURVEYORS ------_----- --------- , -- ---
939 Main Street — YARMOUTHPORT. MASS
DATE REG. LAND SURVEYOR
r
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOpi
Map 73 Parcel lam-'DoS Application o2d l5 o L�CJ
Health Division Date Issued 12 31-15 P�
Conservation Division Application Fee J 0 - 0C
Planning Dept. Permit Fee q 6�q. 00
Date Definitive Plan Approved by Planning Board (J() I r 6C/
Historic - OKH _ Preservation/ Hyannis
Project Street Address -'�'���5
Village
Owner Address
Telephone S CSC '
Permit Request 4Q._ LL `
KX.1--tom
s
Square feet: 1 st floor: existing proposed 12nd floor: existing proposed Total new 78�
Zoning District Flood Plain tA- Groundwater Overlayr
Project Valuation IqD b8'�) Construction Type
Lot Size m �3 Grandfathered: ❑Yes 4o If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure n Ila Historic House: ❑Yes 3<0 On Old King's Highway: ❑Yes W<O
Basement Type: mull ❑ Crawl ❑ Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area ( a ) ?6
s .ft 1
Number of Baths: Full: existing new A Half: existing new
Number of Bedrooms: existing�d new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: )I�G as ❑ Oil ❑ Electric ❑ Other
Central Air: )Iii('es ❑ 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 536ew size _Shed: ❑ existing ❑ new size _ Other: —,
Zoning Board of Appeals Authorization A Appeal # of OC6"0 S Recorded � 41,0 33 P`�
Commercial ❑Yes �(No If yes, site plan review # F c�
Current Use Proposed Use a ock It)
APPLICANT INFORMATION rn
(BUILDER OR HOMEOWNER)
Name Telephone Number
Address A, CLTAA O License # 0,S O
�C�)® Home Improvement Contractor#
I �
Email b b� t 00- Ap
��'b'�r�er's'Compensation # ffia 6q? "(Q_
ALL CONST CTIO EBRIS RES TING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE x-t-- DATE I+
FOR OFFICIAL USE ONLY
'+ APPLICATION#
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION 3111114 Pr—RA COD
FRAMEdJ QI b 0
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
+FINAL BUILDING Qo Z4
DATE CLOSED OUT
ASSOCIATION PLAN NO.
�trr�t�'a�ati c� icssac�r�s�s ,
Accidents
{fie uf'� ri .a�xs '
6610 Washington Sf reel
"IW.JInusxgOV14dia
' cryors' omperisa gay Insurance Affidavit:Bag&rs/033a cfn�cianMumbers
Infarn�aft Fiease F'inf, 'b
jSt"&ZiP_ Pm
Are an employer? to appropriates ho= Type of sect(re uirre _
L am a employer El I�adalctmfracEar dad 1 6-
emlrloyees{€ullaudlorpazt-2ime)* dare- tl�ssx�-ccYo=3
listed on the aUached sbr�---t t- ❑
❑ I am a sore proprietor or partner-
These mb-wnirar_tars ha-zre
ship aad have no e=ployees. 8_ ❑Demnlifran
fvs�aae in any effipiny�s and have wo&e<s' - ❑Buidiag addit.�
'fig y cagact - I
[No uror$ers'comp:;.,m4r�re cep_�' I0-0 Electrical ram+*?or ada oag
S_❑ We ate a carfsaraiimzad if--
3.El am a hams dam all OfS=S have e�rcised thez II 1 bmg n asaxs cr ade ti s
myse [No ems'O=P- right of e p sin prx bfGL 2. �f repaim
c-1522,§1(4,and weirweno
e required-]1 1 0�o�xs' L3-0 tamer
��=�
comp_insurance reuuired.1
*.4xtysapti tSuicbecksbasflmstalsotill Ott theseetioaheTot�s ihe¢ e��wmen6stiaarch
tChD szbast'IIis irmEr they 8i2{ $AQtI9�C EAR ii'E'bu}51�2 Co t122C..7 5 LD1lSS SCi�J a ff��.0 6�]�3T1R Tnn`.�r -nio 5aL'T1,
=Co,,t=tmrs iha2 check this bcx mast gUad ff aA addiduad sbeet,5,}]yt wb2z�£II'ma O�the '_�slate tthe&-RCP Gr 1s�SE�If?es�317?
empw'ees. if the 6pIT{c3A7.tMd= ems,wj---%�`—at 7 t-r wu&e °camv jtt.hry*1l- ..
arrr art RtrrFZgy- err ihat zs :�ror sas'cons rrs�tion inszcrr.�ce or:tr}`e, Irr��s� �eXaty is f3t�poLic}ai;d job sila
r�aforYrtati,�� � _ �`�"J
- .,
Tns�ce Companyl~ICJA
PO&Y ar�1€i�Li��
Job Site Address: City)SWLa
Attzch•a mpy of tl�jsorkers z€'compe thmpolicy derarstion page(shO nz;theP° ' b. ''�d a �ni alert �.
Panre tzs secztze c�erage as rBquirednuti Sectcon 25A o€Ik+IUL c IS2 can lead to#fieposY ofcrinoal Ifies of s
fine up to$1;50D OD anVor OM-yearim ,&s wen as eirs7 geuallaes in die foau a a STOP WQRK C7 tDF�t and a fine
ofup to$250_00 a day against tire;violator_ $a a f6sed jhd a copy of this sent maybe f m aided t a the Office of
Isrcestrgata the DIA€or insgrance coverage - -
da herebyrtt dcs}girts anrfganaI€iss a 'pertuay ihatth�arz ormation n:crs*id�z ahr�ry "- And corm
bate- 11 all �.
StP33atnritC.
OJ cei anF}: Da afat mite in tfds Area.ta`ba cmrgeted,by chipnx town 0ffxcinL
City or Town- pe mff'iceuse 4
Essnin A nthority(drde nne):
L Saard of Health .2.B� Departatlmt &Ci€y,Taw�a Qerk 4 ElectracaL LnspeetoF fi,plumising Fx�cfor
6.CWxer
Contact Fersnn_ Pho-ne-
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CgRTIFICATE OF LIABILITY INSURANCE DATE(MM/DDJYYYYI
T TIFICATE IS ISSUED AS MATTER OF IN ORM TIO ONLY AND CONFERS NO RIG ON TH CER I ICA E HOLD . THIS
CERTIFICATE DOES NOTAFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORVED REPRESENTATIVE
IMPORTANT:If the certificate holder is an ADD rrIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the
arms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsements.
PRODUCER CONTACT
NAME:
DOWLING&.ONEIL INS PHONE FAX
973 IYANNOUGH ROAD ](A/C,No,E xQ: (A/C,HOX
E-MAI L
HYANNIS, MA 02601 ADDRESS:
22LGR INSURER(S)AFFORDING COVERAGE HAIC#
INSURED INSURER A: AMERICAN ZURICH INSURANCECOMPANY
BAYBERRY BUILDING COMPANY,INC INSURER B:
INSURER C:
1436 IYANNOUGH RD,SUITE4 INSURER D:
INSURER E:
HYANNNIS, MA 02601 INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED ELO HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERT IFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T ERMS,EXCLUSIONSAND CONDITIONS OF SUCH POLICIES. LIMTS SHOWN MAY HAVE BEEN REDUCED BY
PAID CLAIMS.
INSR ADD SUB POLICY EFF DATE POLICY EXP DATE
LTR TYPE OF INSURANCE L R POLICY NUMBER (MKDDIYYYY) IMhADD%YYYY) LIMTS
GENERALLIABILITY ACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $
CLAIMSMADE ®OCCUR. DREMISES(Eaoccurrence)
JE
D EXP(Any one person) $
RSONAL&AD V INJURY $
GEML AGGREGATE LIMIT APPLIES PER: NERAL AGGREGATE $
rn POLICY ®PROJECT ®LOC ODUCTS-COMP/OP AGO $
AUTOMOBILE LIABILITY MBINED SINGLE $
ANYAUTO IT(Ea accident)
ALL OWNED AUTOS DILY INJURY $
SCHEDULE AUTOS r person)
HIRED AUTOS DILYINJURY $
r accident)
NON-CNt+NEDAUTOS OPERTYDAMAGE $
r accident)
UMBRELLALIAB OCCUR CH OCCURRENCEEXCESSLIAB CLAIMS-MADE REGATE $
DEDUCTIBLE $
RETENTION $ $
A WORKER'S COMPEHSATION AND X I WC STATUTORY OTHER
EWLOYER'SLIABILITY YM UB-2ED97860-15 03MW015 03JOB12016 LIMITS— -
ANY PROPERITORIPARTNERIEXECUTiVE JA E.L.EACHACCIDENT $ 500,000OFFICERIMEMBER EXCLUDED?
(M3rdatoryinNH) E.L.DISEASE-EAEMPLOYEE $ 500,000
If yes,DESCRIPTION
IPTIO OF er
O E.L.DISEASE-POLICY LIMIT $ 500,000
DESGRIPTION OF OPERATIONS below
DESCRIPTION OF OPERATION SJLOCATK)NSIVEHICLESIRESTRICTIONSISPECIALITEMS
THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THECERT1nCA7E HOLDER AFFECTING WORKERS COMP COVERAGE.
CERTIFICATE HOLDER I CANCELLATION �• "�� _________ w �a �� s_�.. n
TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED '
200 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED
IN ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED RE TPRETA
HYANNIS,MA 02601 r•�"
ACORD 2 (2010/05) TheAC RD name and logo are registered marks of ACORD-1988-2010 ACOR CORPORATION. All rights reserved.
7.
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Affidavit of Substantial Financial Interest
I, �// 4, vfSAOP /h< of 143 Ct.l!L: -0 on oath
depose and state as follows:
1. i am an applicant for a building permit for the property located at Map aZ3 , Parcel
iaa- bps The address of the property is q S 4kv-A L&.,-
2. 1 have d0 % 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 n6zi ?ors , 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
identIfied in paragraph 1 above:
Name Address
4. Within the last twelve months, from today's date, which is 06 a•v�E, I have had
a 1% or greater-legal or equitable interest in the following properties which have been
the subject of a building permit applicaton:
Map/Parcel Address
LP
5. Within this calendar year, I have submitted building permit appficatians.for
property in which I have a 1% or greater legal or equitable interest.
S. Within the•last ten days, f have submitted building permit applications for
property in which i have a 1% or greater legal or equitable interest:
7. Within this month, I have submitted D building permit applications for property in
which I have a 1% legal or equitable interest.
S. Within.this month, I have received D building permits for property in which i have
a. 1% legal or equitable interest.
Signed underthe pains and penaltie o perjury, this day o 1J
2001-0050/atn 1
r
f .0
Massachusetts Department of PubiicSafety
Board of Building Regulations and Standards
Construction Supervisor 1,&2 Famil}
License: CSFA-057770. -
JACQUES N MOR#N
1597 F
Centerville MA 01632
r
Commissioner 02/16/2016
Te+er°�r- Town o f B arxz-stable a�. ble .
} Regulatory Services
M �* Thomas F.Geller,Director
.
'Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis,Mk 026,01
www.town.b arnstable.ma,us
Office: 508-862-403 8
Fax: 508-790-6230
Property Owfier Must
Complete and Sign This Section
If'[. Wg A Builder
as Owner of the subiect.property
berebp authorize �LIN r � to act on ray,behalf,
in all mattes relative to work authorized by this bAding.permit application for.
- CE�c.✓�
(Address of job
S' ot Owner Date
'
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Print Name
Bill thrItrily:Single Bill View-Munis 1TBWN OF _ Ox
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Bit Information -- — — — -- — — -- -Customer Information
Original all Year Category Number Customer ID 362453 C3 View Bills
2014 RE R 19670
MORIN,JACQUES N TR
Reprint
Notes/Alerts - = SETTLERS LANDING REALTY TRUST
Preferences )AN 1 Owner,MORIN,JACQUES N TR j 1597 FALMOUTH ROAD,SUITE 4
CENTERUIlIE,MA 02632
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�Special Conditions/Notes
Property Information-
--
View prior unpa Parcel ID 273122 005 View Bills
6V1awancestorPriorun Ab06 TWv"'i OF nARN tParc
Prop Loc 9 SETTLERS LANE
[Effective Date _� s -
Due 1211112015
Installments Charges Events Audits
Installment Interest Date Billed Abt1Ad PmtlCrd Unpaid Interest Paid Interest Due Total Due
1 08/0212013 278.05 0.00 278.05 0.00 10.46 0.00 0.00
:}
211/02/2013 278.05 0.00 278.05 0.00 0.65 0.00 0.00 s
3 02/04/2014 300.37 0.00 308.37 0.00 0,00 0.00 0.00 l
4 05/02/2014 308.36 15.00 0.00 323.36 0.00 69.67 393.03
5
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V Information—-._ - - -- ...- -- ._. — —— — Customer-Bi Information - - —- -- - -
Original BVI Year Category Number Customer ID�� 362453. ! View Bills
Reprint MORIN,JACQUES N TR
NotesJAlerts .SETTLERS LANDING REALTY TRUST'
Preferences 1597 FALMOUTH ROAD,SUITE 4
JAN i Owner;MORN,JACQUES N TR CENTERVILLE,MA G2632
Diagnostic
S Special CondtionsJNotes ,,sri cF cK
g Property Information
View prior unpaid bills ` i Parcel ID 273-122.005 View Bills
btw ancesta VolMid b At Parc
C)YVN QF DARNIRTl
Epp Prop Loc 9 SETTLERS LANE
Effective Date r ni
Due 12112015 _
Installments Charges ' History Events Audits __
InstaOment Interest Date Billed AbtlAd PmllCrd Unpaid Interest Paid Interest Due Total Due
10810212014III III 293.22
0.00
55.89 349.111
f
2 11/04/2014 293.21 0.00 0.00 293.21 0.00 45.32 33B.53'
3 02/03/2015 304.57 0.00 0.00 304.57 0.00 36.45 341.02
4 05/02/2015 304.56 0.00 0.00 304.56 0.00 26.18 330.74
1195.56
0.00 III 1195.56 III 163.84I'
Attachments(0
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Original Bill Year Category Number
362453. 1%Customer ID 2 View B
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F20 I RE 19533
Reprint ✓ MORIN,JACQUES N TR
-Notes SETTLERS LANDING REALTY TRUST
Notes/
Preference ]AN I Owner:MORIN,JACQUES N TR 1597 FALMOUTH ROAD,SUITE 4
CENTERVILLE,MA 02632
Diagnostics
S Special Conditions/Notes
Property Iff ormation ...............
View prior ur ?OF
Parcel ID 1273-122-005 o d bills view Bills
1�3 View ancestor prior urod b& TOWN Alt Parc:
PER
Prop Loc 9 SETTLERS LANE _
[Effebe Date
Due 1211112015
Install :A Installments Charges Hstory Events Audits
Installment Interest Date Billed Abt1Ad PmtlCrd Unpaid Interest Paid Interest Due Total Due
e
108104/2015 298.90 0.00 0.00 298.90 0.90 14.91 313.81
2 11103/2015 238.89 0.00 0.00 290.99 0.00 4.48 303.37
3 02/02/2016 0.00 0.00 0.00 0.00 0.00
4 05/03/2016 Ix 40mm,0.00 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 19.39 617.18*:
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12111015
+ ASSESSOR'S MAP 273 PARCEL 122-5
NOT ALL
SYMBOLS
LEGEND ARE UTILIZED =
ZONING SUMMARY
@ SEWER MANHOLE ZONING DISTRICT: RC-1
FIRE HYDRANT MIN. LOT SIZE 43,560 S.F.
'WATERGATE VALVE MIN. LOT- FRONTAGE 125'
o _ I' -
F.3 t MIN. LOT WIDTH
OCATCH BASIN MIN. FRONT SETBACK 30'
SETBACKMIN. SIDE PROPOSED CONTOUR �. MIN. RE R SETBACK 15'
SIGN 102 82, ! ZONING DISTRICT. PI - AHD
TH7 u? MIN. LOT SIZE 10,000 S.F.
TEST HOLE " ;, �f�� MIN. LOT FRONTAGE 50' (20' CUL• DE SAC)
28.0' --- '
MIN. LOT_ WIDTH 65
\ 1 MIN., FRONT;SETBACK' 15
L CLEANOUT \ j 70 r I.-'�\. _ '
` \ w�13 'c�► -\` MIN:•SIDE SETBACK 10'
6 EXISTING CONTOUR \ GARAGE �, - ,� MIN. REAR SETBACK 20' '
66.5 PROPOSED SPOT.GRADE _ � I �w 1 SITE IS LOCATED WITHIN THE GROUNDWATER
" PROTECTION OVERLAY DISTRICT
APPROX. TREE LINE
00
FLOOD ZONE: X
+ so.12 EXIST. SPOT GRADE (FEMA FIRM PANEL#25001 CO566J) 7/16/2014
Y- •-� � �8 6� PROPOSED ,',STUB',STUB INV. `�
^. 63.6 " 1
PROPOSED LEACHING PIT - HOUSE #9f-
® M''3 6'X 14' EFF. DIA. PITS --MAP 273 PCL 122-5 REFERENCE:
;'M • ,%�' PB 610 PG 93
;. O:FN{l._69.0
e—.—.—.—,— SEWER LINE JL
`8` o �W TrIl '65���
N�
w-w-w-w-w- .WATER LINE
'LuGAS LINE Area=��- _S
\° L Or N PREPARED FOR:
-`—`—`—`—`- U.G. ELECTRIC 0.23f Acres 1
ANTIQUE STYE POST LIGHT 131.33' e E ;`�' BAYBERRY BUILDING
ILDING
+ LOCATION LOT 8 #9 SETTLERS LANE
�ty OF,r„vs . 4I"oFM,�s SCALE 1*» — .20' DATE 1 1•-=13-2015
DANIEL "DANIELA. �, ,.
nA. .. U oJALA SHEET 1 ®F 2
CIVIL
No40960� a No.46502;
off 508-362-4541
�0%653\ I OQ Pa �r/STER�O��Q. fax 508 362-9880
HIV, SURti-f SS/ONAI ECG
down cape engineering, inc.
I Cl VIL ENGINEERS
LAND SURVEYORS
co939 Main Street - YARMOUTHPORT, MASS.-
0 10 20 30 40 50 FEET DANIEL A. OJALA P.L.Sj,, P.E. DATE
JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG
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BUILDER JOB A�� DESIGN
BAYBERRY BUILDING CO. BELMONT �//pp p// p // p�f A �a j�j DATE REVISION DRAWN SY p4GE SCALE
(.✓L✓ o �TI®d-UL �� UV�o(�®d-(/ 08-23-II N JB •�oF� va°.ro, ✓B ,t.�eslgns
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BITE GONORIOND OR.oR TNH USE OF MESS DRAaEVbe ONVNO CONSTRIICTgK PRACTICES a CONETRUCTIOK vERN•Y DAMN YtliTl LOCK ENDNEER, WITH LOCAL ENOM AND OWLOIN O..IGIALS. upT SARACSTAEUQ)L.OiIB
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BUILDER JOB ADDRESS ` DESIGN /� y� DATE REVISION DRAWN BY PAGE SCALE
BAYBERRY BUILDING CO. BELMONT ww�oNJI��® c(o U 08-23-11 • JB •-3-or--k L)esigns
. W (N 4 OF ORAWINW LEAVE9 PVRCNA°ER RE°PONgI9LE FDR COMPLIANOE W TH ALL lL EXACT 91ZE AND REMFORCEMENf OF ALL CpN�RE}E idOTMW (a)ALL FOD11NG9 aM°LL OREND BELOW FR09lLINE V92ffY D6�TIL AND BY AND B SOL LO . n n• .nG
• f' CAL UILDING GODE6 ORDtNA W..O D GN9 MAT NOT ME NE1.D REBPONSIELLE M T ME DEfEriMINED LOCAL COI• ]TI ACCEPTAB'-E
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IX3 STRAPPING HOUSE WRAP OR EQUAL NOTCH FRIEZE IX8 BRD.
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4"CONC.SLAB R BASEMENT -
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AV
E"I SAVE DETAILS E
4"CONG,SLAB "3 SAVE DETAILS WATER TABLE DETAILS
CROSS SECTION (C) CROSS SECTION (E)
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RIDGE VENT -
2XI2 RIDGE RIDGE VENT
_ - 2XI2 RIDGE
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HOUSE WRAP OR EQUAL
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-- _ : SILL SILL DETAILS CROSS SECTION (F) I• F
BIG FOOT
CROSS SECTION (D)
BUILDER, JOBADDRESS DESIGN
DATE REVISION DRAWN BY PAGE SCALE
BAYBERRY BUILDING r-0- BELMONT �`�� ` �O �vo�® 108-23-11 • JB the D�slgns
W (I)PURCHASE OF ORNYING9 LEAVES FM1G3CNASER RESPONSIBLE FOR GJHPLIANCE WTI AL.L fTJ EXACT 91g AND REINFORCEI•(ENL OG 4LL CONCRETE FOOTINW !3)ALL FOOTINGS 9NALL EMEND BEIOIU FROSTLl1+F VERIFY DEPTH, • "
f LOCAL pUWOING WDES A.ID ORDINANCES,.Ef DESbN9 1'tAY NOT BE VELD RESPON9IEU.E HOST BE MINED BY LOCO SOR GNARIONS AND ACCEPTAB!E (4)VERFY STRUOTURAL ELEHENiB FOR^"'IGN.SOE P.O.L1L1x IBS (j` SJY4 � J
Z' FOR&TE CANDrtiON9 OR FOR THE USE Da THESE OR<WRIG9 dIRING CONSTa1CTON. PRACTCES OF CpNSTRIICTION.VERFY pESKrN WRN LOG4L ENG.B83.. WrtN LOCAL ENGINEER AFC dIILDING GFIGALS. W$T GCRMTdEI[g/�, g
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NAILS AT 31 O.C.C. 1/
- AT 3°O.G. ''•' '
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9HEAR SHEAR SHEAR SHEAR SHEAR FIELD NAILING....C, -
SHEAR SHEAR L_—_—_—_—_—.—_J
WALL WALL 16'-0° WALL WALL WALL 31.$° WALL WALL - ry
SHEAR WALL REAR ELEVATION
BOIL ER JOB ADDRESS - DESIGN "DATE REVIbION DRAWN BY PAGE SCALE -BAYBERRY BUILDING CO, BELMONT o"�=' ` o�® OS-23-II M JB •�oF� v4"•1 J� Des/gns
W ru r+uRc++ASE ac oRAwiNes LEAVE6 wRcuASB¢RESFVN ABLE coR OOMPI.IANOE urtrN ALI. WE T stg AND REI.60ROEMENT oc aLL CONORETE FoonNas aLL FoomaWs sums.E%IDID Baau FROBTUNE vexRr OEPTN.
'- F LOCAL BUILOMG LODES AND.ROMANCES,.E!OESUG MAY NOT BE I✓F1D REBPONBIBLE MUST BE DETERMINED BY LOCAL BOIL LOHDITIONS AND AOGEPrABLE rAJ VERIFr BTRUOT152AL ELEMEMS FOR OEB16N.SME ..Ja/SJY4 »�
ZI FOR BITE CONDrtION9 OR FOR tNE UBE OF nresE DRAWMG9 GIBING CONSTRUCTION. PRACTICES OF[gNBTRULTION.VERIR pE51O11 WTH LOCAL BJWI�t. WffH LOCAL ENGINEER AND BUWDMG OFFGALS. uE6T 9ARM9TABLE MA.03T6S
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♦ CONSTRUCTION
WIND
E5 Z1MASSACHUSETTS CHECKLIST FOR COMPLIANCE MR 53012.,0 ®CHECK COMPLIANCE
i. SCOPE Pip" 'ExposuiRE 0 WIND ,Z
WIND SPEED(3-SEC.GUST)____________________________ ...............................................ILO MPH
• WIND EXPOSURE CATEGORY......_............_....................._-------
__.__._.__.__..___.___.._._.._-B • '
I.2 APPLICABILITY
NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) _
-..Z_-STORIES<2 STORIES�(_ Nu"m of
ROOF PITCH......................................... (FIG V.....................................III? <TIC�_ JOINT DESCRIPTION BOX NR of
COMMON NAIL SPACING
>,, 1<AIL9 BOX NAWB ..
• MEAN ROOF WEIGHT.................................. (FIG 2).____________....._.__.._.___.____._.J(Z_FT(33' 1/_
BUILDING WIDTH,W...................................(FIG 3).__................__._..............�FT<80' ROOF FRAMING
BUILDINGLENGTH,L...._.___________________.....__,(FIG 3)..__........................__.....__VP-FT(90'�- BLOCKING TO RAFTERS(TOE-NAILED) 2-Bd 2-IOd EACH END
BUILDING ASPECT RATIO(UW)........................(FIG 4)._......_............_...._.......... I_� <ail�](_ RIM BOARD i0 RAFTER(END-NAE.ED)• - biBd }I6d EACH END
NOMINAL HEIGHT OF TALLEST OPENING=................(FIG 4).................................... WALL FRAMING .
1.3 FRAMING CONNECTIONS ,- '• - TOP PLATE AT INTERSECTIONS(FACE+uILED) awe s-we Ar JOINrs.
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.__. (TABLE 2).............................................. ._>L BTIID To STUD fFACE•NAILm) 2-wd 2-wd 24.O.C.
2.1 FOUNDATION TYP.FIELD NAIL SPACING HEADER TO HEADER MACE-NAILED) wd bd O.C.ALONG EDGES
FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 Bd COMMON♦6"O.C. FLOOR FRAMING - -
CONCRETE.__........................................................................................... �L '•. JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 4.9e aIod PER JOIST
••'• TYP.Vw"WOOD `• > •• BLOCKING TO JOIST ROE-NAILED) '21 2-IOd EACH END CONCRETE MASONRY.................................................................................... �� i L.' .
:. STRUCTURAL P '• BLOCKING TO SILL OR TOP PLATE ROE-NAIL) 3166 4-l6d EACH BLOCK
2.2 ANCHORAGE TO FOUNDATION)} LEDGER STRIP R BEAM M GIRDER(FACE-7/ILm }Ibd awd EACH JOIST
u • •> ,�', BAN ON LEDGER TO BEAM AILE-NAILI9) S-16 }1pd PER JOIST
a
5/8 ANCHOR BOLTS IMBEDDED OR 5/B'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY •> AND t )END-NA .\ 0 JOIST TO JOIST )LED) ) 31F+d aI&d PER JOIST _
BOLT SPACINGGENERAL.________________________(TABLE 4)......................................�(a.-IN,�_ \ BAND JOIST TO SILL OR TOP PLATE[TOE-NAII.�) 2-wd }wd PER JOIST
BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)..................................Qa>,J2"IN.<6°-a"�L '•••
° '�. _•�
BOLT EMBEDMENT-CONCRETE.....................!FIG 5)...___.__....._.__.._.____.__.._._ ��IN.>1°�>L .. .. ...••• ROOF SHEATHING
BOLT EMBEDMENT-MASONRY......................(FIG 5). ...............................- -IN.>15" YP.EDGE NAIL SPACING ••i �i'••>°.•• -_ _ _ __ + WOOD STRUCTURAL PANELS ..
>
.__..)3"X3"XV4° O 6 O RAFTERS OR TRUSSES SPACED UP TO_� (8d COMMON♦ ° .C.) •• •• •• `• '•� w"O.C. IOd b'EDGE/b'FIELD 8d ,•
PLATE WASHER._..__._...........................(FIG 5)..______.__....___..__.__.__._.__ .
3.1 FLOORS -- • -. •"•:�� • �� - RAFTERS OR TRUSSES SPACED OVER 16'O.D. ed IOd + 4'EDGE/4•FIELD .
" ••> - GABLE 04D`A RAKE OR RAKE TRUSS ed IOd', 6'EDGE/6"FIELD
FLOOR FRAMING MEMBER SPANS CHECKED.............(PER 180 CMR 55,00).................................. �L - RAFTER CONNECTIONS •'> - WITH NO GABLE OVERHANG '
MAXIMUM FLOOR OPENING DIMENSION..................(FIG 6)......................................S_FT<12'�� •. NON. ,,'.'TYP-1415,TIES P HORIZONTAL DOUBLE GABLE 10•10WALL RAKE OR RAKE TRLL98 ed Tod b°EDGE/6"FIELD ° • i-
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL_ (FIG 6)............................. %/ LOADBEARING ( -�. •', NAIL EDGE(STAGGERED NAIL W/STRUCTIRRAL CUTLOOKER9
MAXIMUM FLOOR JOIST SETBACK$ STUD WEIGHT ° GABLE ENpWeI' RAKE OR RAKE TRU89 ad IOd 4'EDGE/4'HELD °
UPLIFT PATTERN ed COMMON
SUPPORT O.C-
SUPPORTIhT LOADBEARINGFLOOR
WALLS OR SHEARW.ALI.-(FIG U..................................___�-FT<d_�L mI 'W/LOOKOUT BLOCKS-- _
MAXIMUM CAN FLOOR JOIST MAX.wdLL tr, � _• •••,• ,• oADBEARING CEILING SHEATHING
SUPPORTING LOADBEARING WALLS OR SWEMMIALL.(FIG 8)........................................Q FT(d_ I/ HEIGHT 20' .• .;•, _ P.1/I6"WOOD STRUCTURAL STUD HEIGHT
FLOOR BRACING AT ENDWALLS.......................(FIG -._.__. _V .> �>. :.•.• GYPSUM WALLBOARD 5d COOLERS - T EDGE/10°FLED
......................................... _ .. .. VERTICAL PANEL SHEATHING
FLOOR SHEATHING TYPE.............................(PER 180 CMR 55.00).............................. �� �II MAX.WALL WALL SHEATHING - - - -
FLOOR SHEATHING THICKNESS................_........(PER 18O CMR.55.00)...._........_..._........�JA IN._1L_ •%- HEIGHT IO'• `.
FLO
OR SHEATHING FASTENING........................(TABLE 2) 8 d NAILS AT' 6 1N EDGE/�_IN GELD�1� MON IL W 6OTU00 6PACED tIP TO 1�4'O c If ,ed - 6"EDGE { • ,
YP.VERTICAL EDGE NA
9PAGNG(Bd COIN - • IOd GE/12•FIELD ,
-�O.G.) I/Y AND 25/32"FIBERBOARD PANELS sd - 3"EDGE/6"FIELD
' 4.1 WALLS - '
. ` •a • _p•I I Vl'GYPSUM WALLBOARD Sd COOLERS T EDGE/10"HELD
' WALL HEIGHT 1>e -
LOADBEARING WALL$ ................ (FIG 10 AND TABLE 5J._... __....A-FT C 10'�[� - • +` FLOOR SHEATHING > e
NON-LOADBEARING WALLS......:...............:.(FIG 1O AND TABLE 5).... ....._.._ ..__.. AFT<20.�L - + •••. • $PAS CG WOOD STRUCTURAL PANELS - .. '•
WALL STUD SPACING.................................(FIG 10 AND TABLE 5).................... 2-IN<24"O.C.SAL , " ...• - I"OR LESS d•.' IOd 6"EDGE/b'FIELD
_ P-FELD NAIL
-' Bd COMMON• -
WALL STORY OFFSETS......-'.. ____________________.(FIG 1,B).._....._..._...._......._._..._._. n FT<d_�_ > :>' •� GREATER THAN I. - - FIELD 4'
4.2 EXTERIOR WALLS' ,.: -`-'-'- -'-'
WALL STUDS •-`, -
GENERAL NAILING SCHEDULE
• LOADBEARING WALLS.............................RABLE 5J....... ...................2X.i(t--AFT-QIN�)L LATERAL
NON-LOADGEARING WALLS.........................(TABLE 5)..._ _..._......2X�-�FT_Q_IN,�L� - '
GABLE END WALL BRACING) - �._.._ o . > -•
FULL HEIGHT ENDWALL STUD$___ ______________(FIG 10).............................................. �✓ !4 !< `
WSP ATTIC FLOOR LENGTH.. .....................(FIG IU.......................... .........._Q_FT>W/3.�L ro•°Oro O'e OD 0'>• ' ,
i
i GYPSUM CEILING LENGTH OF W9P NOT USED). _..(FIG 1I)......................................
e a�2X4 CONTINUOUS T R. - I II AND UCU9 LATERAL RACE b OC.IFG ). _._ ♦ e
° . ,e Oro•e 0•e SHEAR Oro••0•e _ ,: - -
•
• OR IX3 CEILING FURRING STRIPS I6'SPACING MIN.WITH 2X4 BLOCKING 4 FT.SPACING IN END...._-____-- , .•
a . a e a •: a DOUBLE TOP PLATE
•� JOIST OR TRUSS BAYS........................................_.........................................
�L ♦• .• y • -
DOUBLE TOP PLATE - Oro. °' 24'O.C-MAX. •.e 4 24"O.C.MAX. -
SPLICE LENGTH.......... ._..(FIG 13 AND TABLE C.)...........................��FT�[_ a STUD SPAGNG STUD SPACING
SPLICE CONNECTION MO.OF wd COMMON NAILS) (TABLE 6)_..._._ -10-
LOADS
EARING WALL CONNECTIONS,
- • ♦•'`♦• ♦• 'r'• • ♦• ♦• ♦'
, . ,.• , 'e.°Ob .ed'e ,•Oro da•. b•. Tro. 0•e•.e0'e•.°�•Sd•♦ ,
LATERAL MO.OF 160 COMMON NAILS).____.......(TABLE 11....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,•_Z �L °: • ': a ': a e: . '•' a b' o '• 0' ,
'NON-LOADBEARING WALL CONNECTIONS
!4
° • a OD.'O+ - DOUBLE HEADER - •> -.- - LATERAL MO.OF Ibd COMMON NAILS)............(TABLE e)........................................-7�
LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING GUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) • T ' ' -
HEADER SPANS..................................(TABLE 9)............................... FT--fLJN.<11'.�_ - - - •- '
SILL PLATE SPANS...............................(TABLE 9)........._._..._........._...� �T JN.<11'
RILL WEIGHT STUDS M FULLO,OFSTUD$)......._.......[TABLE W....................................... 11 _ / MAXIMUM WALL STUD HEIGHT STUD SPACING ,
SPANS NON SPR WALL OPENINGS!RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 1 - - • -
............................._3_FT QIN.<rl* RAFTER CONNECTION AND WALL - •- $No t
HEADl3R
SILL PLATE SPANS..............................(TABLE 9).............................. FT_0JN,<12'�L OUBLE JACK 9ND > .
FULL HEIGHT STUDS MO.OF STUDS)...............(TABLE 9)....................................... �L •-• - - MINIMUM REQUREMENT9 AT EACH END OF HEADER `
• EXTERIOR WALL SHEATHING TO RESET UPLIFT AND SHEAR SIMULTANEOU%_If • HEADER SPAN •HEADER NUMBER OF UPLIFT LATERAL ,WINDOW SILL PLATE -
h MINIMUM BUILDING DIMENSION.(W) •• •"
' -' - (FT.) SIZE FULL4IEIGHT (LB.) fLBJ NOMINAL HEGHIT OF TALLEST OPENING2.________________________________________________________�$<6'B'��
SHEATHING TYPE................................MOTE 4)._........_._._......._...._.__._.........JLZ -
EDGE NAIL SPACING._._._.. _ (TABLE 10 OR NOTE 4 IF LESS)...................-IN.�iL - '. - 2' 2-2X4. I 21T 132 _
.................... .. .__ .___ Lim...__
F113D NAIL SPACING.............................(TABLE 1O1.._._..____..__.__.____...__.__.__..__IN.�1L� 3' 2-2X4 2 41r. ISO •: .
SHEAR CONNECTION MO.OF Ibd COMMON NAILS) (TABLE 10)._....................................� �- SEE PAGE 5 OF b - • - ,
PERCENT RJLL4MG4T SHEATHING.................(TABLE 10)._._............__....._.__.........-% _� I , 4' 2-2X4 - 2 554 264
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8°('DESIGN CONCEPTS)......................... 5' 2-2X4 3 693 330
MAXIMUM BURRING DIMENSION,(L 71 _
NOMINAL HEIGHT OF TALLEST OPENING 2......
2-2X6 3 931 396 I_................... ......................................
•__.---._'.........................................@..�< - J r
SHEATHING TYPE...............................MOTE 4).................................... ____la. 1' 2-2X8 3 910 462 .
EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 4IF LESS)...................._IN._� - B' 2-2XI2 - 3 1,108 528 D. .°da.e0•e .'Oa .°0•e .•0; .•O-s .•Oro.%da .•Oro .•0'� .
. FIELD NAIL SPACING........................ (TABLE IU.._._.................................__IN.��L f • •. .. . ..
SHEAR CONNECTION MO.OF Ibd COMMON NAILS) (TABLE n)________________________________________ _]L SEE PAGE 5 OF 6 9' 3-2XIO 3 141 594 _% .�.t a % ° '♦.•6•'♦. ° '..! .• 'e•.'�,% 'e• a a•,t
PERCENT FULL-WEIGHT SHEATHING (TABLE III......................................._% �_ -'• I Id 3-2XI2 4 I,'BS 660 D•�O'e db•.°O'e .•d4•.e0'• Ar�••e w_ -•... 'da•. Oro
9%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'0"!DESIGN CONCEPTS).......................... �L '� e ' ° • • TIP.ANCHOR BOLTS AND 4 ..
WALL CLADDING - _v - •'^ 11 4-2XIO 4 IA24 -126 % ♦, %,! e•!° ♦, • 3"X3°XI/4"'PLATE WASHER.! ♦ °
RATED FOR WIND BPEEDI................................................................................ �L • - 'e•.•Ob•.•0ro.•1% .•0•.••O'e Oro 5,4 A% 0. .°O>`!< ♦ -
TABLE 9. WALL OPENINGS - HEADERS • ' ° ' ° ' ° ' • ' ° ° ' • '
5.1 ROOFS •. % '. q % �%, % �• % '%. %. %.
ROOF FRAMING MEMBER SPANS CHECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) IN LOADBEARING WALLS ro . Oro 0•s•.•d-e••Oro•.ed•e•.°da•.°dro•.40'e,.•OD•.1!O•e•°
ROOF OVERHANG...___.............................!FIGURE 19)..............l In FT<SMALLER OF 2'OR V3_>L '.
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: •` A.
do .°Oro .e0'e .•Oro..°0D .°Oro .e0•e .•d•o.•d••PROPRIETOR.'CONNECTORS .. I. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE '' a '' • ': o e •. • '' ♦ '•
• •. •.
UPLIFT........................ ..........!TABLE 12l.__.____._ U.'�pLF_AL REQUIREMENTS OF 100 CMR 5301,2.1,1 ITEM t.IF THE CHECKLIST 19 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS - • • • • • • e
LATERAL..................................... •------ -------------- ------------L-XY2J•LF�� AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM ILO MPH GUIDE:
SHEAR..............................._.......(TABLE I2)........................................31-PLF_dL A•STEEL STRAPS PER FIGURE 9
RIDGE$TRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131............ .. ...T•12]JeLF�� - '
'u••••••••...... B:20 GAGE STRAPS PER FIGURE II
GABLE RAKE OUTLOOKER.S....___A................(FIGURE 2O1:.._._._._....��FT<SMALLER OF V OR L/2_3L -
C:UPLIFT STRAPS PER FIGURE 14 ) -
TRUSS
OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS D.ALL STRAPS PER FIGURE IT 'I • - -
EI CORNER STUD HOLD DOWNS PER FIGURE 18A AND FIGURE IBb '
UPLIFT_.......................................NNAI (TABLE 14).....................................U•9uJ.B,_� 2. EXCEPTION:OPENING WEIG14T OF UP TO 8 F7.SHALL BE PERMITTED WHEN 5%18 ADDED TO THE PERCENT FULL-HEIGHT SHEATHING ' Q
LATERAL MO.OF Ibd COMMON NAILS)..........(ABLE 14)_____________________________________L•,L49J.B.��L REQUIREMENTS SHOWN IN TABLES 10 AND 11. - + STUDS AND HEADER`? T ROOF SHEATHING TYPE._............................[PER 190 CMR 58.00 AND 59.00)._._..__d_.._.__ _ _�L 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN„NOMINAL THICKNESS F'RE8911RE TREATED-2-GRADE. -
ROOF SHEATHING THICKNESS.................................................._.........._. I/2 IN.>1/I6°WSP�. ,4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULLHIEIGHT
ROOF SHEATHING FASTENING..........................(TAERE 2).___.._.__.__.,,.,_._..._..__.._.__......._.. _�L SHEATHING AND NAIL SPACING REQUIREMENTS, AROUND WALL OPENINGS
BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PEE SCALE
BAYBERRY BUILDING CO. - BELMONT �^'w�^'oNJ� / � o�®°- 08-23-1 • . JIB •_9?_oF___(2 1/4"4-0" the D�s/g/ns
_ BELOW FR05TLME V FOOTINGS A N P I,H OF E CRAu4HGs LEnvE6 PYRGH.•13Bi RESPONSIBLE FOR GOMPLI4NCE wRH ALL tL % SUE ND REIN>OROEMENT OF ALL CANGREtE (3)4LL FOOTINGS SHALL EMEND ERIFY DB'TH
' -
W LOCAL BWLDING_,m AND ORpWANCES,JB DF SIGNS MAY HOt Be HELD RESPONSIBLE MUST BE DETERFTINED BY LOCAL 5OL DONDRIONS AND ACCEPTASLF !4)VBRIFT 9TRUDN BJ'JY 6 FOR Dt21GN R d2E P..SO)f+'11S
ZI FOR srrE CONDInoNe as pose THE u5E of THESE 12RAWRvs DumNG coruTRUcnoN PRArncr�OF cDNenalcnaN VERIFY DESIGN WITH LOCAL eNGINEeR. ExTH Loco ENGINEER AND BWIJ>ING oF:IcuLS, c�T e4a OIAevc•ru,ozese (300)494-9534