HomeMy WebLinkAbout0695 ATTUCKS LANE IJ�J�d � T
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- ,. Town of Barnstable
rn v�nrn» Post This Card SoThat it is Visible From the Street-Approved Plans Must bed Retained on J'ob and this Card Must be:Kept '-
MASS. , Posted Until Final Inspection Has Been Made. { Permit
° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a t nal,lnsppai6n has been made [ JilJl 1
Permit No. B-20-951 Applicant Name: Trevor Meyer Approvals
Date Issued: 04/14/2020 Current Use: Structure
Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 10/14/2020 Foundation:
Location: 695 ATTUCKS LANE, BARNSTABLE Map/Lot 295-021-B00 Zoning District: IND Sheathing:
Owner on Record: CAPE COD COOPERATIVE BANK Contra ctori'Name .:TREVOR J MEYER Framing: 1
Address: 25 BENJAMIN FRANKLIN WAY ( Contractor License: CS-101957 2
HYANNIS, MA 02601 _T-" ,i Est. Project Cost: $75,000.00 Chimney:
Description: Tenant Fit out of existing second floor-Misc Wall Moves,Alter � Permit Fee: $782.50
existing drip ceiling, paint, Electrical Carpet,Covert office to Break j Insulation:
room, and Convert closet to wellness room. � Fee Paid;: $782.50
Date: 4/14/2020 Final: o '60
Project Review Req: Fire Prevention system annual inspection report per NFPA 10 ' o
will be required before Final Inspection �Ccrn Plumbing/Gas
Rough Plumbing:
``..Building Official.
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'six months after issuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes.
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas:
work until the completion of the same.
..., Electrical
The Certificate of Occupancy will not be issued until all applicable signatures"by the Buiiding"and'Fire Officials are provided on this permit.
Minimum of Five Call Inspections Required for All Construction Work:; Service:
1.Foundation or Footing
2.Sheathing Inspection Rough:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final:
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy
Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Building plans are to be available on site Fire Department
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:
Initial Construction Control Document
To be submitted at completion of construction by a
j Registered Design Professional
for work per the ninth edition of.the
G^N y'0 Massachusetts State Ruilding Code, 780 CMR, Section J0:7
Project Title; 2n" Floor Office Space Renovation Date;0.8/03/2020
Property Address:695 Attucks Lane, Hyannis,MA 02673
Project: Check(x) one or both as applicable: New construction ! Existing Construefion
.Project description: Remodel of existing interior office space. Renovation scope u.s limited•to lthe 2„�i,floor,anal is
presently utilized as office space. (.No building footprint changes or change in use if proposed)
1; Timothy Sawyer MA Registration Number: 50399 Expiration date: 8/31./2020,;ami a registered des g►z
professional,, and] have prepared or di.rectiv supervised the preparation of all design,pl;ans,�mrnipiuta;tionsiand
specifications concerning!:
El Architectural Structural Mechanical
Fire Protection Electrical Other:
for the above named project. 1, or my designee, have performed the necessary professional services sand w,as
present at the co:nstructio.n site on a :regular and periodic basis. To the best of rmy lcno�ledge, iiin;ftoa,niato.n, ,an,d
belief the work proceeded in accordance with the requirements of 4780 CMR and the design dtocuntients ap;prtomed as
part of the building permit any that l or.nay designee:
1. Have reviewed, for conformance to this code and the design concept, shop drawings, sampoles and other
submittals by the contractor.in accordance with the requirements of the construction dccunnenits..
2. Have performed the duties for registered design professionals in'780 CMR Chapter -7:as appii.cabhe..
3. Have been present at intervals appropriate to the stage of construction to becomeg '', wihay � 1n t .
the progress and quality of the work and to determine if the work was performed in ,a nlannei consistenit
with the construction documents and this code:
Nothing in this document relieves the contractor of its.responsibility regarding the;pirovisions of 780,CMR 107.
Eii-ter in the space to the right a wet or —;,,,r->
electronic signature and seal; '
Phone number: 508-362-8382 Email: tim@capearchitects:com
Building Official Use Only
i
Building Official Name: Permit No.: Date:
Note 1. l:nilicat.with iu1'x' project d(sign plarLs,computations and specifications thait your prepared or.Aire otilay 6uperAsed 1,,Vo,G11er'is
i:hcascn,prcwid a'dosc ription.
t"rr ovrx IVV W is,( rlit Utv I IN ilutt4. 4.1(C111)t
r�i�- 9� �(YA.ti�'?.711:ffKOK t :`:664•�?7.T?eP�rp°F
'i I r!:.KKK FII KatlfCkty[IfT l�t�'r'!t t;tttktff,t't rfiS
\y �"� 111414,�!itKti�4lrftlre.�tyrfnkf4'r41+'nf
l ilR.vg3��.�
Fire Sprinkler System Inspection Report
0-•\, _L...iL A. . w.�r�r _ ..d .. tw•-..�
fpcoporllvllorval: V"'Annually Serit-Annually Quarterly
y.. `GGsEd3ERAL
a r..;. vuit intj uccupied iaccoraing to information fumisheo by the owner or the ownt;r's representairve?
h is occupancy same as previous Inspection according to information furnished by the owner or the - . �
pF`4Ft€)f 4 fenresentatlV49
c Are all syszums In service?
c Ar(-all fiat protection systems same as last inspection accordwo to information furnished by the owner or the j
G�^ln9f S€aKlreSentatwK�'� 4'
ft is buldtng coinplete?ly sprinkler?d?
Are all new aoortrons ano building changes properly protected according torn=or'mairorl ftrinrshed by the Qwri;
ut the owner s tepresentative?
cj vy Al v ock and storage properly below sprinkler piping? icy
n V`ras property free of fires since last ins pectran accordincg to information furnished by the owner or the _
a,,not S fuoresentative?
-n areas protecteo by wet system,does the budding appear to be properly heated in all areas,including blind �
attics.perimeter areas and are all exterior openings protected against entrance of cold air?
1 Aril all sprinkler system main control valves open? r V"
f, Ate all otner valvea in proper positron? _ ___ ✓r .
rH pit control valves in good condrtion and Seated and supervrs U?
3, i'MiA`USIR SUPIPLIIES(site section 1?)
.a 'a'Vn a watet fiow test made and results satisfactory? -
a.. TAWS,PUMPS,FIRE DEFT.CONNECTIONS
are"rcra>wnns gravity tanks reservoirs and pressure tanks it)good condition and property maintaineV
h Ate lire dc�pariment connections in satisfactory condition,coupling free caps in place and check valves tight? � ~
a. YET SYSTEMS(see Section 13)
., � fo cold•wL aver vatves open or closed as necessary? - -—-
b Hava ante troeze systems been tested and left tri satisfactory conattlon?
w Aw alarm valves,water-flow indicators and records in satisfactory condition?
i, O RY SYSTEMS(see Section 14)
a is cry v aPda In Service and in good condition?
It, i4 stir pf<ssufe and priming water level norma"i }
c -air compressor in good condition? _ r _. -- _• � _ _ �/
d ''.€*r++low points drained during fail and winter inspections?
r= Are Quick-opening devices in service?
vo wy valves teen trip Tested satisfactorily as required? _ ---
H-avd�dr;'vaives adequately protected from freezing? 4 ✓f :.
n A'u :rouse and heater co4tton stttisfacyory?
SPECIAL SYSTEMS(Soo Section 18)
za V"'r e all ho at lesponsive systerns tested and results satisfartory r z/r
o oto varves tested as requires? f
IAI4Ate suvarensory foatures tested and results satisfactory?
G, ALARiva'S
a Pfo water motor ano gong test satisfactory?
V iS elaciric ala•raa test Satlsfac%ory'?
r Svstems exceeding 100 sprinkler heads are required by State code to have central station rnonitonng�
i I:S st.ponnsory alarm service test satisfactory?
a. SPRINKLERS--PIPING
a Aria:all -,pnn0)rs in good Condition,not obstructed,aano free of corrosion or loaoing? _
Are all sprinktiars 1(tss than 50 years old' �fi
Aay eatrta sprinnlers feadity avarlat)le?
c. Is cond11,e0r,04 prprnq.Grain valves,check valves,hangars,pressure gauyf;s,open sprinklers,strainrrrs satwactory e �W
e I iays sprinklots linen chockea for proper temperature rating?
+ Are;poriable trru eXt1ngUrSh1aFS in good cunUittUn?
,s racanc,host:on sprinkler system satisfactory?
`gib, Oey-System last chocked for stoppage Date:`"��r
'11. Ory-System Piping last checked for proper pitch Date:
12. ary-pipo'Valve last trip tests Bate: _
I3. Wet Systems: flake and Model: 1.4 A
Uu. Dq SysYerais: Make and Model:
15, Spzcial System. Make and hNodel: hype:
Condition: i -
6, CONTROL VALVES ago? Type Condition �3�s�ra L' ictrned � CUsste,0 5�grs
C ty Connection Control Valve
_. L Y Yrv ►Y Pv
ti .�. 7 /
tank.Control Vallo _- - - _ v N Y k" x Y N V ! N
t rnp Ca>ntrpl Valv6 Y Fa Y ; N Y Fv Y 1 111
soctronaai Confloction Control Valve Y 1 F4 `f r r" Y 1 N v {
Sy,-*m Contto Va'vc# Y s l ti3 ' / fit ( � y I4 Y f Y'
a?, WATER FLOW 'EST
�'e Yt4+r Piessum? City �,f PSI- _Tank _ PSI v Fire P"Oop PSI,
1."atofSlow test? ;i Y 1 N if none made,why? -
"c>si P nest Pipe Pressure Flow
un Pr�ssurr
ucEttrQn % Sire Before r Pressure ( , ,After (� +a� t 1 ,C V .' �-
U, HEAT RESPONSIVE DEVICES _ - Type Type AtTestt -
V iJ E r` Valve rt W A S C' d E F
vaaivo r{ A B C D E F _Valve?� A B C D E F
A B C D -E F Valve# _ - - A 8 C 0 E R
Val,re.'" A B C Q E F Valve# ABC E s`
Vr<trr z; A B C D E F Valve» C, S C C E F
uAflraart RQUrpmiant Y r N type, -_ Location 'rest Resulttr
5.�.Anfifineze Oataa 'test Location Typry _ _._ __. _ Ternp P>•
-0:S;�•st�rrai faacYctiorain�Properly /-1Y S ONO
Sprirabtler system insprrction notes.
1 L4 C f
r1j/
'21 Ad,itasimcnts or corrections made o r�
Sign
TOWN OF BARNSTABLE Permit
BARNSTABLE,
MASS.
1639.
A� Permit Number.
Application Ref: 201105152
20070651
Issue Date: 09/22/11
Applicant: CAPE COD COOPERATIVE BANK
Proposed Use: PARKING LOT
Permit Type: SIGN PERMIT
Permit Fee $- 400.00
Location 695 ATTUCKS LANE
Map Parcel 295021 B00
Town BARNSTABLE
Zoning District IND
Contractor PROPERTY OWNER
Remarks
REFACE EXIST 82 SQ AND TEMP SIGN
THE COOPERATIVE BANK OF CC
Owner: CAPE COD COOPERATIVE BANK
Address: 25 BENJAMIN FRANKLIN WAY
HYANNIS, MA 02601
Issued By: PC df\
POST TYIIS CARD SO THAT IS VISIBLE;FROM TFIE STREET f
PERMIT PAYMENT RECEIPT
TOWN OF BARNSTABLE
BUILDING DEPARTMENT
200 MAIN STREET
HYANNIS, MA 02601
DATE: 09/22/11
TIME: 10:10
------------------TOTALS_-----------._._....__._..---
PERMIT $ PAID 400.00
AMT TENDERED: 400.00
AMT APPLIED: 400.00
CHANGE: .00 cy
APPLICATION NUMBER:
PAYMENT METH: CHECK
PAYMENT REF: 8555
DIME Tq Town of Barnstable
Regulatory Services
r r
sai a MAS& Thomas F. Geiler,Director
03,9r�1`� Building Division ®cam
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601 410
www.town.barnstable.ma.us
�75D�
Office: 508-862-4038 Fax: 508-790-6230
Permit#
Building Official approving
Application for Sign Permit
Applicant: 1G C� _Assessors No. �� � J�
Doing Business As:�Z:t: {> �1 _/`TeIeptibr'le No._�`I1
Sign Location
StreeVRoad:
Zoning District: Old Kings Highway? Yesloo Hyannis Historic District? Yeo
Property Owner
Name:_-z+ CD e� D/J -mil 06
Address:-1Z L'��/�, _CY`� , ,/j Village: Z, - ----
Sign Contra r
Mailing Address:_ C� _� /' �C� +! ///� j /�f A6, D
Description l
Please follow the cover directions.You must have an accurate rendition of sign with dimensioned
location. "= =
Is the sign to be electrified? Ye No (Note:I/' es,a nirm r t_
b'� � y �permi[is required) � � r....
Width of building face ?-3, �7 ft.x 10= x.10= f
Check one Reface existing sign or New Total Sq.Ft.of proposed sign (s)
ITyou fi,7i e addiaomd sl�lls please atta(11 a sheet Ilstiriff each ollc F th dimenslolls
If refacing an existing sign please provide a picture of the existing sign with dimensions.
I hereby certify that I and the owner or that I have the authority of the owner to make this application,
that the information is correct and that the use and construction shall conform to the provisions of
§240-59 through§240-89 of the Town of Barnstable
Zoning Ordinance.
%6 Signature of Owner/Authorized Agent:_ _ Date
1�
SIGNS/SIGNREQU
revised 12110
,
E01 CUSTOM TEMPORARY BANNER,47"X 103"(TYPICAL OF 2) �% ,_ � —� Existing
Iry CG,
GAPE CODS
' " ' � COC?PPRATIVE NK
Proposed A ymf of the Gqx A pod of your I fe." �
�.�� _ -... ,� 4,id,�ws�`pt�:°�Ae� •:' mmtvinr<�ry'mxflunkNm .�
r
y-
I.. fi
�3
Y •.-d
The Cooperative Bank
'�✓ of Cape Cod POSITIVELY DIFFERENT
Rik
-
b 4
Temporary Banner Elevation Not to Scale
CLIENT. : #Date: D—dption By: THIS IS AN ORIGINAL UNPUBLISHED
Cape Cod Cooperative Bank 08.29.11 DRAWING CREATED BY PHILADELPHIA SIGN
DATE
1. IT IS SUBMITTED FOR YOUR PERSONAL USE
LOCATION SHEET: 2. IN CONJUNCTION WITH A PROJECT BEING
PLANNED FOR YOU BY PHIIADELPHIA.SIGN-
Philadelphia Sign CCC_06 Hyannis 1 Of 1 3. IT IS NOT TO BE SHOWN TO ANYONE
707 Vest Spring Garden Street Phone:856-829-1460 695 AttuckS Lane DWG BY: 4' OUTSIDE YOUR.ORGANIZATION NOR'.IS IT
TO BE USED;'COPIED,REPRODUCED,OR
Palmyra,New Jersey 08065 Hyannis,MA.02601 NSL 5. EXHIBITED IN ANY FASHION. -
r-
Town of Barnstable
Regulatory Services
# Y
BAJMMSTAB I'E' Thomas F.Geiler,Director
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Permit#
Building Official approving
Application for Sign Permit
Applicant: 141, 13(.1 e AAssessors�No.
110/
Doing Business As: �O ��QI� /v phone No.
Sign Location
Street/Road:
Zoning District: Old Kings Highway? Yes%oHyannis Historic District? Yes
Property Owner
Name: �ia,/!� �' OD6 a,7� /LJ /`Telephone: -dr
Address: L°s7 i .�z-eg"e cc�✓✓iVillage: l.� _ C
Sign Con r
Name: % 1!J Telephone: 9 -2 F to /
,ry le
co
Mailing Address:_ �® / /�/' /�� ��c!//�° !�J �,� 7�'p
Description
Please follow the cover directions.You must have an accurate rendition of sign with dimensions and:
location. 51&'/4V /plc C-,e /'�%Idee'/,*'-'1� M
Is the sign to be electrified? 6NO (Note:Eyes,a wningpermitisrequired) —i4/0
Width of building face F3, 2 R x 10= Y7,57 x.10= a c3.
Check one Reface existing sign or New Total Sq.Ft of proposed sign(s)Ire e-
ffyou have additional signs please attach a sheetlistmgeach one with dimensions .55
If refacing an existing sign please provide a picture of the existing sign with dimensions.
I hereby certify that I am the owner or that I have the authority of the owner to make this application,
that the information is correct and that the use and construction shall conform to the provisions of /
§24.0-59 through§240-89 of the Town of Barnstable Zoning Ordinance.
Signature of Owner/Authorized Agent: Date �'�
SIGNS/SIGNREQU revised12110
Sign Sizes
Sign #1- 52" x 8'10"= 3 8.26 SF Double Faced/Face Replacement
Sign #2- 20 3/a" x 4'= 6.92 SF Single Faced Sandblasted Sign/Replacing
existing same size.
Sign #3- Remove and do not replace
Sign #4- 33 3/4" x 71"= 16.6 SF Double Faced Sandblasted Sign/Replacing
existing same size.
Sign#5- 17" x 14'= 19.9 SF Single Faced Plate Letters/Replacing existing
same size.
1
CCC_06 Hyannis, Mass
4
Sign# Photo# Proposed Sign
E01 REFACE MONUMENT F `"
E02 CUST SANDBLASTED SIGN
p'f •�
E03 REMOVE ONLY ,, +
E04 CUST SANDBLASTED SIGN j
4
E05 CUST PLATE LETTERS71
`
fie
® 4 n
CLIENT. DATE: #Date: Desalption By: THIS IS AN ORIGINAL UNPUBLISHED
Cape Cod Cooperative Bank 07.18.11 DRAWING CREATED BY PHILADELPHIA SIGN
® 1. ff'IS SUBMITTED FOR YOUR PERSONAL USE
LOCATION: SHEET: 2. IN CONJUNCTION WITH A PROJECT BEING
PLANNED FOR YOU BY A SIGN IT
Philadelphia Sign CCC_06 Hyannis 1 of 7 3. S NOT TO BE SHOWN TO ANYONE I OUTSIDE
695 Attucks Lane YOUR ORGANIZATION NOR IS IT TO BE USED,
701 West Spring Garden Street Phone:856-829-14611 DWG ev: 4' COPIED,REPRODUCED,OR EXHIBITED IN ANY
-Palmyra,New Jersey 08065 Hyannis,MA.02601 N$L 5. FASHION.
E01 CUSTOM REFACE ILLUM.MONUMENT SIGN 52"H X 8'10"W
TYPICAL OF 2 Existing
kN ICAPE CODO
COOPERA W E BANK
Proposed * A ymf of the GuIx A 1xid of YoUr hfe," �
I � _
8' 10'
I,r
r
The Cooperative Bank
of Cape Cod POSITIVELY DIFFERENT
a.r
�� ��.�� Wit- •,��
w a
4 i
Monument Sign Elevation Not to Scale
CLIENT. DATE: 0 Dace: Deudpeon g -THIS IS AN ORIGINAL UNPUBLISHED
Cape Cod Cooperative Bank 07.18.11
® 1 Y DRAWING CREATED BY PHILADELPHIA SIGN
IT IS SUBMITTED FOR YOUR PERSONAL USE
LOCATION: SHEET: 2. IN CONJUNCTION WITH A PROJECT BEING
Philadelphia Sign CCC_O6 HyaMls PLANNED FOR YOU BY PHILADELPHIA SIGN
2 Of 8 3. IT IS NOT TO BE SHOWN TO ANYONE
-
707 West Spring Garden Street Phone:856-829-1460 6955 AttUCks Lane DWG BY: 4. OUTSIDE YOUR ORGANIZATION NOR IS IT- - -
TO BE 'COPIED,REPRODUCED;OR
Palmyra,New Jersey08065 Hyannis,MA.02601 NSL EXHIBITED NAN T,ED ED INAN -
5, Y FASHION
E02 CUSTOM S/F 20 3/4 H X 4'W HDU SANDBLASTED SIGN
(1)S/F SIGN REQ'D MOUNTED ON NEW SUPPORTS Existing
M
CAPE COD
ENTR NCElo on ��RA� EeA>Nti
Proposed
k
# DRIVE UP
'
The Cooperative Bank
„ e
v,
NOTE: USE EXISTING
x ,04 -of Cave C®d mm1V DI[>FRI.IdNN'1 E UP ATM SIGN
1�DRIVE GN
ENTRANCE.
n
� u �
�.
ro a
Sandblasted Sign Elevation Not to Scale
CLIENT. DATE: #Date: Description By. THIS IS AN ORIGINAL UNPUBLISHED
® Cape Cod Cooperative Bank 0718.11 DRAWING CREATED BY PHILADELPHIA SIGN
1. IT IS SUBMITTED FOR YOUR PERSONAL USE
N LOCATION: SHEET: 2. IN CONJUNCTION WITH A PROJECT BEING
IrPhiladelphia Si ■ PLANNED FOR YOU BY PHILN TO AN SIGN
g CCC 06 Hyannis 3 of 8 3. IT IS NOT TO BE SHOWN TO ANYONE
707 West Spring Garden Street Phone:856-829-1460 695 Attucks Lane OUTSIDE YOUR ORGANIZATION NOR IS IT
p g DWG BY: 4' TO BE USED,COPIED,REPRODUCED;OR
Palmyra,New Jersey08065 Hyannis, MA.02601 NSA 5. EXHIBITED INANY FASHION,
o
E03 REMOVE ONLY Existing
r
nadi!i°}�hr
" •%i7NVE UP ATM
CANE COD WERARVE ROK
Proposed
r
ENTRANCE`
`f
:
a-
b
1
I
r� •Y�13.. r �.•�yh;4 �*' ALA �.,� ' 'b.+'w�'j� #•�
}t
a �
ab
n
�p
Sandblasted Sign Elevation Not to Scale
CLIENT. : tt Date: D...dpuon By; THIS IS AN ORIGINAL UNPUBLISHED
DATE :
F
Cape Cod Cooperative Bank 0718 11 DRAWING CREATED BY PHILADELPHIA SIGN
1. IT IS SUBMITTED FOR YOUR PERSONAL USE j
IN CONJUNCTION WITH A PROJECT BEING
LOCATION: SHEET: 2. _ PLANNED FOR YOU'BYPHILADELPHIA.SIGN
Philadelphia Sign CCC_06 Hyannis 4of8 3. IT IS NOT TO BE SHOWN TO ANYONE
_ 707 West Spring Garden Street Phone:856-829-1460 695 AttUCks Lane DVVG BY: 4' OUTSIDELYOUR ORGANIZATION NOR IS If
TO BE USED,:COPIED,REPRODUCED,OR-
Palmyra,New Jersey 08065 Hyannis,MA.02601 NSL 5. EXHIBITED IN ANY FASHION,
E04 CUSTOM D/F 33 3/4"H X 71"W HDU SANDBLASTED SIGN Existing
(2)S/F SIGNS REQ'D MOUNTED BACKTO BACK ON NEW 4"X 4"SUPPORT POSTS WITH NEW CAPS
SIGN TO BE MOVED CLOSER TO STREET/INTERSECTION s
Proposed
Zz
PIT I
_i
AN 4
Sandblasted Sign Elevation Not to Scale
CLIENT: : n Dare: D—dpfl. By, THIS IS.AN ORIGINAL UNPUBLISHED
DATE .
® Cape Cod Cooperative Bank 07,18A1 DRAWING CREATED BY PHILADELPHIA SIGN,
1. IT IS SUBMITTED.FOR YOUR PERSONAL USE
Philadelphia Sign LOCATI°Nccc_os Hyannis SHEET. 2. IN N FO WITH A PROJECT BEING
PLANNED FORR Y YOU BY PMILADELPHIA SIGN
5 of 8 3. IT IS NOT TO BE SHOWN TO WON(
Att
_707 West Spring Garden Street Phone:856-829-1460 695 ucks Lane DWG B.. 4. OUTSIDE YOUR ORGANIZATION NOR IS IT
TO BE USED,COPIED,REPRODUCED,OR
Palmyra,New Jersey 08065 Hyannis,MA.02601 NSL S. EXHIBITED INANY FASHION.
E05 CUSTOM PLATE LETTERS 17"H X 14'W f
Existing
Proposed
t
-
AJ
,
T _
he Cooperative gank
of Cape Cod --
,..,;_ POSITIVELY DIFFE�NT
r
Plate Letter Elevation Not to Scale
CLIENT. DATE: R Date: Descdption By: THIS IS AN ORIGINAL UNPUBLISHED
Vlphiladelphia
Cape Cod Cooperative Bank 0718 11 DRAWING CREATED BY PHILADELPHIASIGN
1 IT IS SUBMITTED FOR YOUR PERSONAL USE
SIGN
Si Yt LOCATION: ySHEET: 2. IN CONJUNCTION WITH A PROJECT BEING
g CCC 06 Hyannis 6 of 8 3. PLANNED T T YOU 8Y PHILN TO AINYONE
IT IS NOT TO BE SHOWN TO ANYONE
• 707 West Spring Garden Street Phone:856-829-1460 695 Attucks Lane DWG BY: 4. OUTSIDEYOUR ORGANIZATION NOR.IS IT
TO BE USED,'COPIED,REPRODUCED,OR
Palmyra,New Jersey 08065 Hyannis,MA.02601 NSL 5• .EXHIBITED'INANY FASHION,
TOWN OF BARNSTABLE
SIGN PERMIT
PARCEL ID•295 021 BOO GEOBASE ID 32632
ADDRR:SS&gS3t ATTUCKS LANE PHONE
BARNSTABLE ZIP
LOT PT A 3 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
i
PERMIT 75802 DESCRIPTION 45 SQ FT CAPE COD COOP BANK
PERMIT TYPE BSIGN TITLE SIGN PERMIT
CONTRACTORS: Department of
ARCHITECTS:
Regulatory Services
TOTAL FEES: $50.00 i
BOND $.00 �tNE
CONSTRUCTION COSTS $.00
753 MISC. NOT CODED ELSEWHERE 1 PRIVATE OT' +►
* BARNSTABLE,MASS. JI
* i
BUILDIW D 5�,.ION
44
BY
DATE ISSUED 04/05/2004 EXPIRATION DATE
i
Town ofBarnstable TOWN'IME of
��P o Regulatory.Services
Thomas F.Geiler,Director 2804 MAR
nnxxsreac.e. � ' r
3. 2. 26
9� MASS. Building Division
AlF p1639.
Peter F.DiMatteo, Building Commissione
200 Main Street; Hyannis,MA 02601 �j
Office: 508-862-4038 Fax: 508-790-6230
Tax Collector
Treasurer
Application for Sign Permit
Applicant: Cod CCO4WAA �\"e A&�C Assessors No. // U0
Doing Business As: ew.peCdd C-22P-e/yi c� ia Telephone No. 5`,�-SC-0`' �00
Sign Location �q S
Street/Road: iiza, �v C�CS L� V��v�lS i �-
Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No
Property Owner
Name: iU p-C Cd C�pQ,/�4�E ' '�AJC Telephone: 'So c.-),_-3(d
AddreCi
ssl (SWQCSC� (-A-�,Q Village:
Sign Contractor 2
cc) Telephone:
Address: j C)C—o `MA<N SCE �1Mc1�
_ Village: -
Description
Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of
the neiv.sign. This should be drawn on the reverse side of this application.
F
Is the sign to be electrified? Yes/N (Note:If yes, a wiring permit is require-d) .
I hereby certify that I am the owner or that I have the authority of the owner to.make this application,that the
information is correct.and that the use and construction shall conform to the provisions of Section 4-3 of the Town of
Barnstable Zoning Ordinance.
Signature of Owner/Authorized Agent: Date: (�
Size: Permit Fee: 14�
_
Sign Permit was approved: Disapproved:
Signature of Building Official: Date: 3
Signl.doc
rev.122801
;P*
plysignco@capecod.net SlUrn OLD Telephone (508) 398-2721
www.plymouthsign.com Inc. 15 Since 1050 Fax (508) 760-3130
March 26, 2004
Town of Barnstable
200 Main Street
riyanms,MA U26U 1
Attention: Sign Inspector
RE: SIGNAGE FOR CAPE COD COOPERATIVE BANK
31 ATTUCKS LANE,HYANNIS,MA
Dave:
We are proposing to remove (A) existing 40" x 71"double sided wooden sign(19.7 sq. ft.)and replace
it with a new 45 sq. ft. internally lit sign with time/temperature display(B).
Then move sign(B)to replace directional entrance sign on Attucks Way(C).
The bank sits on three(3) frontages.
Enclosed please find the sketches, pictures and plot plan showing our proposal.
Thank you. Lj
Sincerely,
t2_C( OCR t
G. 'chael aggiano
Plymouth Sign Company, Inc.
Post Office Box 134, 63 Old Main Street, South Yarmouth, MA 02664
(508) 398-2721 Telephone • Fax (508) 760-3130
plysignco@capecod.net • www.plymouthsign.com
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PERMIT Rio.
IR --- .I Iu1A1 .S 6Y
DATe IPOI _
RE111'3IOIVS': — ..
TOWN OF BARNSTABLE
SIGN PERMIT
' PARCEL ID 295 Gal BOO GEOBASE ID 32332
ADDRESS a w n m.:r��,,,� r n »E, PHONE
BARNS_`ABL E � �4g ZIP
LOT PT. A 3 �� BLOCK LOT SIZE
DBA 'DEVELOPMENT DISTRICT BA
PERMIT 60319 DESCRIPTION CAPE COD COOPERATIVE BANK/2 @ 20 SF
PERMIT TYPE BSIGN TITLE SIGN PERMIT
CONTRACTORS: Department of Health, Safety
F. CHITECTS: and Environmental Services
TOTAL FEES: $50.00
'BOND $.00 111E
•CONSTRUCTION COSTS $,00
Qi►
753 MISC. NOT CODED ELSEWHERE
* BARNSTABM •
MA83.
ED MIS
BUILDING DIVISION
BY
DATE ISSUED 04/09/2002 EXPIRATION DATE
('0 -0
Town of Barnstable
°FTC r° Regulatory Services
Thomas F.Geiler,Director
BARNSTABIX «
MAss. g Building Division
A
•
s6;9 ��
1°reo 39 Peter F.DiMatteo, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Tax Collector
Treasurer
Application for Sign Permit
Applicant:&tie C�`rope/�+1�n� .�� Assessors No. 019r
Doing Business As: CZ r��d�e�!•K 9K04 Telephone No.
Sign Location
Street/Road: '�
Zoning District: Old Kings Highway? Yes& Hyannis Historic District? Yes/ I�
Property Owner -
Name: C.o���o T�'t� b�M�C Telephone: 60?/lam
Address: c2;4f 4jz�lvw st. Village:
Sign Cont ctor
Name: Le-.- Telephone
Address: G H Sl/yiq.1 Village: fhhJTs���
Description
Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of
the new sign. This should be drawn on the reverse side of this application.
Is the sign to be electrified? Yes (Note:If yes, a wiring permit is required)
I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the
information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of
Barnstable Zoning Ordinance.
�p Signature of Owner/Authorized Agent: Date:a44 /-*
Size: d x Permit Fee: Jr
U G
Sign Permit was approved: Disapproved: t
Signature of Building Off ial: - / Date: 7 —�
Signl.doc
rev.122801
72a I
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HYANNIS BRANCH AND LOAN CENTER
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Town of Barnstable
°Ft"E'°'y Regulatory Services
Thomas-F.Geiler,Director
* RAMSrnBLE,
MASS. Building Division
Peter F.DiMatteo, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Tax Collector
Treasurer
Application for Sign Permit
Applicant: -r �D�/ �� �G�� ilC &Ilk Assessors No.
Doing Business As: o o er+''7vr t�'P ��dC Telephone No. &jd- ,��d�—/(OJ
Sign Location // ,
Street/Road: ,,3 444S G-a4
Zoning District: Old Kings Highway? Ye&Hyannis Historic District? Yeso
Property Owner �+
Name: Cacf G �d ers�� �2 Telephone('
Address:_o2dl kle'(10 Al cS( - Village: /6,'i''foa7� Ao7
i
Sign Contra tor
Name: ZOW/e*- Telephone(20� 64 —6 Faro
Address: — `-/IS7 AP"Je Village:
Description
Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of
the new sign. This should be drawn on the reverse side of this application.
Is the sign to be electrified? Ye6 (Note:If yes, a wiring permit is required)
I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the
information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of
Barnstable Zoning Ordinance.
Signature of Owner/Authorize Agent Date: O
Size: obi _2, Permit Fee:
Sign Permit was approved: Disapproved:
Signature of.Building Offic lit GGv Date:
Signl.doc
rev.122801
{
J 17, l��
p
f ,
/4
Town of Barnstable
°Ft"E'°`y Regulatory Services
r *
Thomas IF.Geiler,Director
* IARNSTABLE,
MASS. g Building Division
039. �0
ATFo nta�°' Peter F.DiMatteo, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Tax Collector
Treasurer
Application for Sign Permit
/n�
Applicant: G CDC/ G�� vG�< bin Assessors No. ft< r _
Doing Business As:(,,rw CC�(:�oDQ�'" Ear Z11 dC Telephone No. wo 0
Sign Location //// ,
Street/Road: ,.3/ �tt e.14 �4 P �, ?y .24fj
Zoning District: Old Kings Highway? Ye Hyannis Historic District? Yesc
Property Owner Name: �s"�a'
1 oC Ca C�dDe Ke' All� Telephone
Address: c�,d/ lVer(D ki 5 , Village: 1611-i'9du fl /oy7
Sign ContrMW
r n //
Name: /0�' CS Telephone(-o8 tvdf —6 Feb
Address: .� hi'S� ��' Village:
Description
Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of
the new sign. This should be drawn on the reverse side of this application.
Is the sign to be electrified? Ye6 (Note:If yes, a wiring permit is required)
I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the
information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of
Barnstable Zoning Ordinance.
Signature of Owner/Authorize Agent Date: D
Size: Permit Fee: ��V - � -� O=
Sign Permit was approved: Disapproved:
Signature of
gn g Offic /'t. Gev '/ Date:
Signl.doc
rev.122801
wwre e�c-oamo
CHIE COID
TOWN OF BARNSTABLE r
{
SIGN PERMIT
IPARCEL,- ID 295 021 B00 GEOBASE ID 32632
ADDRES%v-&!.�.ATTUCKS LANE PHONE
BARNSTABLE ZIP
LOT PT A 3 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
PERMIT 51537 DESCRIPTION CAPE COD COOPERATIVE BANK/ 12 SQUARE FEET
PERMIT TYPE BSIGN TITLE SIGN PERMIT
CONTRACTORS: Department of Health, Safety
ARCHITECTS: and Environmental Services
TOTAL FEES: $25.00
BOND $.00 Ox THE
CONSTRUCTION COSTS $.00
753 MISC. NOT CODED ELSEWHERE `T
* BARNSTABLE.
MASS. �► III
1639.
ED MA'S 1
- I
BU D G DIVI SION
B - .2L
DATE ISSUED 02/07/2001 EXPIRATION DATE
` 3
rl'he Town of Barnstable 7
M : Department of Health, Safety and Environmental Services
9�A 1639. Building Division
rEo '�A 367 Main Street,Hyannis MA 02601
Office: 508-862-4038 Ralph Crossen
Fax: 508-790-6230 Building Commissioner
999 Tax Collector
Treasurer 0
Application for Sign Permit paec'-Ls a t K and a 16
Applicant:CAE cop c47'20d'X4 T/l'!!7" Af'4;u1'-' Assessors No. p ��S
Doing Business As: /U� Telephone No. .31,0Z-110D
Sign Location (pa
Street/Road: JP �lCLS ZGii2
Zoning District: Old Kings Highway? Ye /No Hyannis Historic District? Ye
Property Own r
Name: � �og� o � v�' 4yr"tit Telephone:_ ''Ilo
Address:c;V/ ZL !6w 3ts Village:4e�7 o u7�4
Sign Contractor r�
Name:
Address:-- Village: ) x5w;�'L oo?G
Description
Please draw a diagram of lot showing location of buildings and existing signs with dimensions,
location and size of the new sign. This should be drawn on the reverse side of this application.
Is the sign to be electrified? Ye(9 (Note:If'yes, a wiringpermitisrequired)
I hereby certify that I am the owner or that I have the authority of the owner to make this
application, that the information is correct and that the use and construction shall conform to the
provisions of Section 4-3 of the Town of BamKtable
Zoning Ordinance.
Signature of Owner/Authorized Agent: ,Lfs Date: a2161`'
Size: /2 S44�-f-l- Permit Fee: �lV• °`�
i
Sign Permit was approved: Disapproved:
Signature of Building O i 'al �C_ Date: 7 O /
Signl.doc
rev.8/31/98
FUTURE HOME OF
CAPE COD
COOPERATIVE BANK I,
"A part of the. Cape' A part of your (Ije"
For Information Please Ca11362.110012
w� � a
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
10
Map Parcel /Proi f�. /��`� Permit# _ :� (o
Health Division o i Cow 5�� � Date Issued m
l IgceL T,I�
�s�,wfjon Division I /Zq�l Q/DO No�i�J�rrb rl(vticAd :Fe
i N: 1t�Ci of
Tax Collector /zs/d f Ul M
Treasurer
Planning Dept. L a o JUN 25 2001t�a>MT Dust PBta�lro
Date Definitive Plan Approved by Planning Board /� ► A"OM OMROA OPENING ER T
ENGINEERING DIV.
Historic-OKH' Preservation/Hyannis
Project Street Address < G G s 3
Village / aUS J
Owner C aC% _S&6r � ��� Address
Telephone I—5Z)&_" 3bZ; —I/oa'"
Permit Request s &XW -Du " -IV Cod
ser s� N-e rL TVc --• C C C �'-
Square feet: 1 st floor: existing proposed 3 2nd floor:existing proposed 3q6O Total new 726 Z
Valuation ��15`o vc . Zoning District Flood Plain Groundwater Overlay
Construction Type
Lot Size Ze 19/44 St Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No
Basement Type: ❑ Full Cl Crawl ❑Walkout ❑Other
Basement Finished Area'(sq.ft.) 30 32- Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths): existing new First Floor Room Count lO
Heat Type and Fuel: ❑Gas ❑Oil Cl 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 Cl new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Com6rcial ❑Yes ❑ No If yes,site plan review#
Current Use JfA--c_Arw4' LA-tc4_ Proposed Use &9 , 047ck4- ®gcfs, A
BUILDER INFORMATION
Name- Telephone Telephone Number0—fs7f
Address 3 n,u�o ���
,b�e�i License# C G S 0 6 5-8-1Rg Ck 5
4 9 7-3 -70 Home Improvement Contractor#
Worker's Compensation# folc�, 66c�3
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PRO CT WILL BE TAKEN TO -:?d c1d. by cis 2�
SIGNATURE DATE
�" • FOR OFFICIAL USE ONLY.. {
_ - 1 _ ' • e .t- ., F_ .. - ..r l! _ � .,, , is
PERMIT NO. - t
DATE ISSUED '
MAP/PARCEL,NO
ADDRESS � VILLAGE f $
OWNER r _ _
r
DATE OF INSPECTION i
FOUNDATION. •
FRAME}
INSULATION
. . ....,. i �� y R ca. 1 4 t L iq. .., _ + � ' { _. • • , ` ' r+ `sl ;
FIREPLA_ CE
i
ELECTRICAL: ROUGH FINAL F -;
.A
PLUMB_ ING: ROUGH? fi FINALkt
GAS: ,•-ROUGH - FINAL
FINAL BUILDING
DATE CLOSED OUT
4 ASS.00IA'TION PLAN NO. w ?
~ TOWN OF BARNSTABLE
30 DAY TEMPORARY CERTIFICATE OF OCCUPANCY r
PARCEL ID 295 021 B001 GEOBASE ID 32632
ADDRESS 31 ATTUCK� LADE PHONE;
BARNSTABL . ZIP -
LOT PT A 3 BLOCK ' LOT SIZE
DBA DEVELOPMENT DISTRICT BA
HIM
TT ggpp 44 ,
PERMIT TYPE BTC�O �!TLRIPTION TEMP. OCCUPA TCOY PEalIT 'Off' FINISHED
CONTRACTORS: Department of Health, Safety
ARCHITECTS: a
and Environmental Services
TOTAL FEES:
BOND $.00 -
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF .00CUPANCY 1 PRIVATE P ,*:,E"' ;
* ■ARNSTABLE, •
MASS.
1639.
ED INI`►I � _
BUILDING DIVISION o
BY
DATE ISSUED 04/02/2002 RXPIRATION DATE 05,/02/2002
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
tea}
4 a !r r
t+t��( :L ua°t iJ '`.t7titnn+{d� y }t61 �.7r6 3;� I.
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Lip°acMlti t1C tt. �+t},ty�i4}, yi' {�. � �4S`YJ L�il"i1� LJS'P�l�/j'> F}t{ 41 C�' � ]'
3 at
vr, fS,rt*i+'T t 't�1,11.t + j !T r' 1 y f S i+ p,th,F {7'1+' q Y y 11 p w- -
t~'.z"t1 �11 1.f C %, (t'H ))'[ �-1!'t..r-. :'U t Afl.}( •_
r`{}�lbl'}�RY`Ivri`t..T1'u�'h?. tl!{i�. r .,niJ{1 +ilii'3.;, �,�..1�da..�L.fFTit.rL.S.`{.)1,. 4 I � •'
sa�c.t:f 1 c Iry 64,„ l ,I�epartini nt"of Health Safety .I
T " \ and En v'ironrr>tental Services
4
,T .�s,.� jr4 r�1. ;
` $ WA IX
}wA9g,
r
163
BUILDING DIVISION
1 ^1
;•1: 4.�. .,,jt -l •1-�,
k
�..••+ :[ t G 3 }-, r ..i y.<c a k r .;,1%y}FyZ rf 4'
411
,` THIS PERMIT CONVEYS NO RIGHT TO.00CUPY.ANY STR_EET,.ALLEY"`OR'SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY.OR4 PERMANENTLY EW
£ROACHMENTS ONjPUBLIC PROPERT;Y;.NOT.'SPECIFICACLY.,PERMITTED UNDER THE BUILDING CODE,,MUST;BE APPROVED BY THEJU' ISDICTION'STREET OR
ALLEY GRADES AS WELL AS DEPTH AND:LOCATION OF PUBLIC SEWERS MAYBE 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. '
t `:MINIMUM OF FOUR'CALUINSPECTIONS REQUIRED ` '- - - •; a"• ' �' "
FOR'ALL CONSTRUCTION WORK r APPROVED PLANS'MUST BE RETAINED ON JOB AND ,
1.,FOUNDATIONSOR`FOOTINGS,+„ THIS-CARD'KEPT POSTED UNTIL;FINAL INSPECTION WHERE APPLICABLE SEPARATE
HAS-BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS","ARE,';REOU,IRED;FOR, '1 ,
'•2:'PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING:AND MECH
(READ,Y>TO LATH); PANCY IS REQUIRED, SUCH BUILDING SHALL"NOT BE ANICAL INSTALLATIONS
3.INSULATION '' OCCUPIED UNTIL FINAL HAS BEEN MADE.
4.FINAL,INSPECTION BEFORE OCCUPANCY. gum
a�
s{ ,-1BUILDING INSPECTION APPROVALS 'PLUMBING INSPECTION.APPROVALS ELECTRICAL INSPECTION APPROVALS r
/ t� t
2 t. , ' ��
do
3 1 HEATING INSPECTION`APPROVALS ENGINEERING DEPARTMENT
�7 2
2 + BOARD OF HEALTH'!
OTHE ( SITE.PLAN REVItW APPROVAL
��
" I
WORK SHAL; , OT;P OCEED UNTIL PERMIT WILL''BECOME"NULL AND✓VOID IF CON— INSPECTIONS INDICATED ON THIS
,THElNSP OR•HASAPPROVEDTHE STRUCTION WORKAS NOT STARTED WITHIWSIX CARD CAN BE ARRANGED FOR BY
,.VARIO '.STAGES OF CONSTRLIC MONTHS"OF DATE THE, PERMIT IS ISSUED AS, TELEPHONE OR WRITTEN NOTIFICA-
-T,ION .'• . ` _.NOTED ABOVE,.,: -,, I .' TION.. '
/ i
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VIAR-25-02 ivi,�Ni 09: ; AM FAX: ;A ;F 2
r0�EF1)pF BAR STABLE FIRE DEPARTMENT
3249. Mi.n Street— P.O. Desk 94
1927 ~ BamstahPc,Massachusety-02630
{ 508-362-;'311
�,crnr. f AX: 508-::62-S4 4
WILLIAM A. JONES Ill HAROLD M. SIEGEL
FIRE CHEF DEPUTY FIRE CHIEF
1(
FINAL INSPIECTION
VHIS 11RF TT1VF.' TIC)'N Bl..TREAU HAS INSt'.EC r!�D Tli FC?L OIVIN r BUILDIN(i ON
Q3,: 2 i Z JO?
FOP,THE PRi;:-PFR 'Y AT - I Ar-acks Lan.,
S[: KNTC)NVN A..S ('apr Cod Cooperative [ialil:
MAP NL MI3FR._.____. ..�.PARCEL NUMBER
1'hc following, items nee:to br o nrlete.i.pnor to is ante of?inal certificate of occupancy,
I. RkN,loTE mo;,,uOftim.i OF FIRE ALARM NOT INSTALL! I),SPRINKI.,ER SYSTEM,
Sill?T'DO'A'N WHEN BUILDIN(; tS L'N�JC:Gi_IP1L1}.
2, KEY BOX NOT INTSTALL.EI).
? FIRE,ALARM C-kP'I.lrRE OF F.IIEVAT'OR NOT TFS7Lli.
4, FIME CHECK FOR DiSTANC:F FLOW OF SPRINKLER SYSTEIM NOT COMPLETE I).
hSuaeace of a tempurary certificate of occupancy requ;'es tl c sprinkler sv,tem be activated.
Kcsp tfully subtt,itte,
�r
COG
Harold'• ;Sie< � �•
Di) put,
` S
r
PROJECT
NAME: Co (�6-0,a
ADDRESS: ' 671;e-A)
ead
5;w
PERMIT#_.J�,-6 /
PERMIT DATE:
LARGE ROLLED PLANS ARE IN:
BOX
SLOT
Data entered in MAPS on:
program
BY: �
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i
q/wpfiles/archive
i
�qs
Address: AV, /&//Ma
i �Am
Permit#:
LARGE ROLLED PLANS ARE IN
BOX FOR II
ARCHIVING.
CONSTRUCTION CONTROL AFFIDAVIT
(SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE)
(PRIOR TO ISSUANCE OF PERMIT)
SS ON THIS 19 DAY OF JUNE, 2001, BEFORE ME, QUALIFIED FOR THE COMMONWEALTH
OF MASSACHUSETTS, PERSONALLY APPEARED DONALD R. LONERGAN WHO, BEING DULY
SWORN, DEPOSES AND SAYS THAT HE HAS SUPERVIED THE PREPARATION OF ALL THE DESIGN
PLANS FOR THE PROPERTY AT THE CORNER OF INDEPENDENCE DRIVE AND ATTUCKS LANE,
HYANNIS,MASSACHUSETTS AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE
WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION; AND WILL MAKE SITE
r OBSERVATIONS AT INTERVALS APPROPRIATE TO EACH STAGE OF CONSTRUCTION TO
BECOME, GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE WORK AND TO
DETERMINE,IN GENERAL, IF THE WORK IS BEING PERFORMED IN A MANNER CONSISTENT
WITH THE APPROVED PLANS, AND THAT SUCH PLANS CONFORM TO THE CODES OF THE
s
COMMONWEALTH OF MASSACHUSETTS, AND WILL REVIEW AND APPROVE THE QUALITY
CONTROL PROCEDURES FOR ALL CODE-REQUIRED CONTROLLED MATERIALS.
BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED,
THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED
AND FILED THE ORIGINAL PLANS AND WHO OBSERVED THE ERECTION OF THE BUILDING
SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES
HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE
REQUIREMENTS OF LAW FOR THE PROPOSED USE AND OCCUPANCY. ALSO, AGREES TO
SUBMIT BI-WEEKLY REPORTS RELATIVE TO THE MATERIALS, PR CEDURES AND FURT
TESTS THAT MAY BE REQU�G\S cy/l CTION WITH THI OB.
No. 4027 0
Q PEAIBROKE.
2 n i ~
O 0 MASS �.
Original Signature&Se Date
�q�TH OF MPSSPG
SUBSCRIBED AND SWORN TO BEFORE ME THIS 19 DAY OF JUNE, 2001.
(Notary Public)
1y
AUG 15 2001
Development of Regional Impact(DRI) "411mm"mmm. -if,
BY:--------------------
Referral Form
Please attach a copy of the original development permit application or site plan review,
subdivision, or other application showing the date on which it was received by the Municipal
Agency. Receipt of this information via the U.S. Mail or delivered in person to the Cape Cod
Commission constitutes a referral for purposes of Chapter 716 of the Acts of 1989,as amended.
Referred by:
Town and Agency: Barnstable, through the Town Manager and Building Division
Official Town Manager and Building Commissioner
✓ Mandatory referral
Discretionary Referral
Limited Discretionary referral (please see back of this form)
Project Name: Cape Cod Cooperative Bank
Project Proponent Name Cape Cod Cooperative Bank
Address 121 Main Street
Yarmouth Port Ma 02675
Telephone(508) 362-3242 Fax
Brief description of the project including,where applicable, gross floor area, lots, units,
acres, and specific uses: The applicant proposes to construct a new banking facility
consisting of a total of 10,605.37 square feet including_a drive-up facility and12ortico .
The proposed location is in the IND zone GP water overlay district and split fire district.
Hyannis Fire has deferred all responsibilily to the Barnstable Fire Dept. This application
was approved at Site Plan Review on 5/24/01 At this time the total square footage was
reported to be less than the CCC mandatory referral threshold. It is apparent that the
building_application reflects the deduction of areas not consistent with allowable
deductions according to the Cape Commission Enabling Regulations.
ttucks Way,Hyannis (Barnstable Fire District)
Project location: 3 A
The project located on the corner of Independence Drive'and Attucks Way,Hyannis.
List of municipal agency(ies)before which a municipal development permit is pending:
An application for a building permit was submitted.
Johrie imm, Peter F. DiN atteo
To anager Building Commissioner
f� 01
a
Forward to: . Date: 08/08/01
Cape Cod Commission
3225 Main Street
Barnstable, MA 02630
For Limited Discretionary Referrals only:
Municipal agencies may make limited discretionary referrals seeking Commission review
of development proposals under one or more issue areas within the Cape Cod
Commission Regional Policy Plan, as set forth below. If a limited discretionary referral is
accepted for review, the Commission will limit its review to those areas specified by the
referring agency. The Commission will apply only those Minimum Performance
Standards contained within the issue area(s) specified below by the referring agency.
Minimum Performance Standards outside of the locally specified issue area(s) will not be
applied in the Commission's review.
Prior to making a limited discretionary referral,you are strongly encouraged to
contact the Commission staff for information concerning the likely scope of the
Commission review under a particular issue area. This early contact will eliminate
the potential for misunderstanding about the issues the Commission would examine.
Please specify one or mare areas for Commission review by checking all that apply to this
Limited Discretionary Referral. «
Land Use/Growth Management
Natural Resources
Water Resources
Coastal Resources
Wetlands
Wildlife/Plant Habitat
Economic Development
Community Facilities and Services
Transportation
Solid and Hazardous Waste Management
Capital Facilities/Infrastructure
Energy
Affordable Housing
Open Space and Recreation
Historic Preservation
Effect of referral on local board's time limitation to review an application:
For mandatory DRI referrals, the local review time clock is suspended immediately upon
receipt of a DRI referral and resumes upon the Commission's vote to approve or deny the
project. For discretionary referrals and limited discretionary referrals, the local time
review time clock does not stop unless and until the Commission votes to accept the
discretionary referral for review, and it resumes upon the Commission's vote to approve
or deny the project.
`Cape Cod Commission Regulatory Program: Enabling Regulations Page 1 of 1
C.
Gross Floor Area:
The gross floor area of a building is the sum(in square feet) of the area at each floor level,
including but not limited to cellars,basements, mezzanines, penthouses, corridors, lobbies,
stores, and offices, that are included within the principal outside faces of exterior walls, not
including architectural setbacks or projections. Included are all stories or areas that have
floor surfaces with clear standing head room (6 feet, 6 inches, minimum) regardless of their
use. Also included are enclosed storage buildings. Where a ground level area, or part
thereof, within the principal outside faces of the exterior walls is left unenclosed, the gross
floor area of the unenclosed portion is said to be considered as a part of the overall square
footage of the building. All unroofed areas are to be excluded from the area calculations
J
http://www.vsa.cape.com/—cccom/regulatory/enab-regs.htm 8/8/2001
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08/06i2001 NION 14:46 FAX 781 340 6051 DRL & ASSOCIATES 100011001
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ASSULIATES i%C.
ARCHITECTS Auousl6. 2001
) 'West 5teet Mr. Thomas Perry
Suite G Building lnspector
VVeyrnouth,MA Town Office Building
02190-186', 367 Main Street
(731)?31.8541 Hyannis, MA02601
Fax(7 81)340-6051
tivvrcdrl,rci7ltecs.con, RE: Cape Cod Cooperative Bank -33 Attucks Lane
Dear Mr. Perry:
L)uriaid K.Lonrrgin,.Nk.
Scott R,Towne,AIA Macleod Brothers, Inc.the General Contractor forthe above referenced prc?iect,
Thorros E.Chiui ina,AIA submitted revised floor plans(sheet A 1, A2 and A3)on duly 23.The floor area For the
revised basement floor plan is 3,013 square feet. The floor area for the revised first
floor plan is 3,766 square feet. The floor area for the revised second floor plan is
3,461 square feet.The total gross floor area for the proposed building is 10,240 square
feet.
DRL Associates has s'poken with Mr.Dorr Fox,Chief Reguiatory Officer of the
Development of Regional Impact Review Pro",ss for the Cape Cod Commission,on
several occasions verifying and confirming the allowable deductions from the gross
floor area acceptable under DRT requirements.Two types of spaces are not included in
the gross square footage calculations considered under DRT guidelines: floor area with
a ceiling height of less then 6'-6"(such as the area render if stair) and the floor area
absent for vertical shafts as they pass through upper floors(such as elevators,
mechanical shafts and open areas in stairwells).
The revised basement floor plan includes 85 square feet of stair area with a ceiling
height less then 6'-6". Therc are 76 square feet on the first floor and 79 Square feet on
the second floor that are void for the purpose o f elevator and mechanical shafts.There
arc 22 and 102 square feet on the first and second floor play., respeciivoiy, that are
open floor areas in [lie stairwells. in total there arc 364 square feet of deductible floor
area from the gross floor area as it relates to the requirements of the DRI,thus
defining the gross floor area as 9,876 square feet, 11-4 square feet under the 10,000
square foot threshold. These deductions are depicted it, my July 16 fax to Mr. Fox,
Please de not hesitate to Bail with any questions or further requests.
Respectfully,
Thomas E. Chiudina,AIA
cc: ikIr Derr For- C('C':
AKCHTEC.TU`:E P P'.ANNING INTERIOR DES.IGIN' :!'ONSTRUCTION iV1ANAGEM NT
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A,,800A FS INC.
ARCHITECTS
West Sheet. Suitc 6
WeN'Motilh, MA 01.190
(781) 311-$S41
Fax,08 3.0-6051
tchiudina@drlarchitects.com
To: Mr. Dorr Fox—Cape Cod Commission From: Thomas Chiudina,AItA
Fax: 508-362-3136 Pages: 4
Phone: 508-362-3828 Date.: 07116/2001
Re: Cape Cod Coop-Hyannis CC: Tom Perry--Hyannis Insp.608-79"230
®Urgent For Review 13 Please Comment O Please Reply D Please Recycle
• Comments;As previously discussed we have designed the at)ove referenced project just beneath
the 10,000 square foot limit. In doing so, we have taken the deductions you have expressed as
acceptable. Following are the floor plans, The shaded areas are the areas that make-up the gross
square footage, The deductions are not shaded and are noted on the plans, I made adjustments to
account for the basement stair area you further defined to me last week. The building has been
designed to allow simply adjustments to the basement storage area if needed.
Please review and let me know if you concur with my calculations. The fax may not be clear, I can e-
mail an Adobe Acrobat if you would prefer. I'm not requesting you check my math.just the verification
of my calculated areas. Please call me as soon as you have had a chance to review the plans.
Thank you for your assistance.
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\\ Town of Barnstable
1 Regulatory Services
AWL 5 � ' Thonm F.Geiler,Director
\ 163 •' Building Division
Elbert C Ulshoefrer,Jr. Building Commissioner
367 Main Street, Hyannis,MA 02601
Office; 508-862-4038 Fax: 508-790-6230
.June 21, 2001
Cape Cod Cooperative Rank
C/o Steve Wilson
Baxter, Nye& Holmgren,Inc.
S 1.2 Main Street
Osterville, Ma, 02655
Re: SPR 040-01,U-A-g WV Le : Hy(R295�021-B0011400)
Proposal: Construction of new bank facility
Dear Mr. Wilson;
Please be advised that this application was approved at the Site Plan Review hearing on
May 24, 2001 as presented. The approved plan dated 3/14/01 and received by this office
on 5/17/01 reflects revision dates of 4/4/01 (layout&grading),4/25/01 (parking
calculations, and 5/15/01 (entrance&exit). A copy remains on file for historic reference.
Sincerely,
Vv—
Robin C. Giangregorio
SPR Coordinator
TO 39Gd 9Z6Pz98Z08T6 LV:TZ SE6T/ZED/T.9
L-02-01 1470N G1 :iJy PiU1 BAk111�iAB)E_FiiE__ FAX:5(i8t'9'Zt8444 PAGE `l
AP` -F'R o'� EARNSTABLE FIRE DEPA.�r MENT
g. Li .
wa`� s 3249 Main Street- -- P.O. Box 94
''• xa>av Barnstable,Massachusetts 02630
`r; ac�aus 508-3621-33)12
FAX: 508-:362-844-1
WILLIAM A. JONi S III HAROLD IA. SiEGEL
FIRE CHIEF DEPUTY FIRE CHIEF
Jule
Mr, Bob T.aRocco
i4la&ecd tiros. Inc,
Mr. LaRocco:
f f�
I have reaiewed the plans submitted for Itic i"a;pe Cod Ccoperative Bank at llUc:ks i.aue and have
tltc folioµin-z continents:
F I.;E A1,Af\U I SYSTL.'M
request two a+iditional pull stations.Cmc at the door from the irllc.r area as thcv eeter the
vault lobby."khe second at the_ait door of the conference room in the bascrticnt. '�''hile
neither of these arc reliui ed, they would be in a natural place where people would look fo-
An cnurlciator panel shall be placed Orr the exterior of the building by the main entrance or
visible front outside of the building through the main door,
3. I didn't sec any duct detectors in the plans but they were referenced in the electTical kev.If
they are to be installed,a retnote indicator shall be installed as close to the deiecter as possible
in habitable space and labeled as to the detector iocatiatt,
4. Proper permit shall be obtained from Fire Department prior to insta11, ion.
5. ColltraCtur is responsible for orderi ig and connecting the BANA from Verizon Telephone for
the dedicated line to the Bamstable Coutrty Sheriff's office.This line shall be installed and
tested prior to accupat;c; of the bttilcin`,
SPRINKLER SYS'I`FM
l. Care sh.ali bc taken when placing the firc,departrrrer;t corineclion to allow easy access to the
Connection with teSpect t0 Outside columns.
2. Contractor supplied plans with full water calculations shall he supplied to the Dire.Depar•Irricns.
prior to issuance of permit,Barnstable Water Company shall also be furnished a sct of plans
for their approval for the connection to their water supply.
MISC'.
l. A Sup.raboxX s.iall be mounted in the proximity to the outside enwiziator panel or in
proximity of the main,door if panel is inside.This shall be for keys to access all areas of the
building in the event of all automatic fire alarm after business hour-,,The form to order the
Supraboxtfki is available through the lire Department and requires approximately towo weeks
lead time.They do have a recessed model,if desired,and more time should be allowed for
that application.Keys shall be furnished.prior to occupancy.
2, Layout for portable fire extinguishers shall be provided prior to installation.
)2- ,a hION i`1 :09 iD B ARNSTABLE_FIRE l 91444 PPG^Ak:�
While each of the above items shall be addressed,none shall prevent issuance of the building
permit to start and;or continue constn ction.I call be reached at the address Or telephone number at the top
of the page f you have gnesvons or concerns.
Res] ftlily submitted,
HaroId\1. gel
Deputy Fire Chief
CC: Town of Barnstable,Buitding Depamnent
{f! Y
Page I of I
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 6
Project:
l Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
(pqJ ittAttucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/13/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Sunny,30 F
Present At Site: Pete Hadden,McLeod Brothers
Work in Progress/Observations:
6.1 All items 1.6,2.2 and 2.7 have been reviewed and accepted.
6.2 With on exception,item 2.3 has been corrected. (see list.)
6.3 With one exception,item 4.13 is completed. (See list.)
6.4 All items 5.8,4.11,4.6,4.5,4.4,4.3,3.6 and 3.5 have been corrected and accepted.
6.8 The beams as noted in 5.7 welded and is satisfactory.
Action Required/Items to Verify:
6.5 Finish TC bolts 4-H-roof.
6.6 Add missing bolts C-8 first level.
6.7 Make repair to piers where spalled concrete with exposed column anchor bolts
(lines 1-E.2,2-E.2,C.5-1,C.5-2,E.I-10,C-10)as directed by V&V.
Ci o r
I�
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. 639 Granite Street • Braintree, MA 02184
Phone (781) 843-2863 • Fax(781) 849-2065
Page I of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 5
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
(A5 ,-J+-Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/06/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Sunny
Present At Site: Pete Hadden,McLeod Brothers
Work in Progress/Observations:
5.1 We made a reinspection of the second level metal deck.
5.2 The puddle welds/side laps on deck at the second level are satisfactory.(3.4 and 3.9)
5.3 Shear studs fixed at G line second level.(3.8)
5.4 Wire mesh laps accepted on second level. Pick up mesh with hooks when pouring concrete.(3.10)
5.5 The welding at the clip angles to the gusset plates at the bracing is in progress.(3.5)
5.6 Diagonal brace welding accepted at second level slab at all locations.
5.9 Items 1.6,2.2,2.4,2.5,2.6 and 2.8 have been reviewed and accepted or corrected and accepted. Also,items
4.7,4.9,4.10 and 4.12 have been corrected and accepted.
5.10 In reference to 2.6-by tourquing the TC bolts,the existing gap has closed up thereby eliminating the need
for shims. Examination at the shop welds proved to be undamaged.
Action Required/Items to Verify:
1.7 The embedded plates in the foundation wall are missing at line F.2-6,6-F.8,C-8.
2.3 1/2"diameter bolts were drilled into the foundation wall where the imbedded plates in foundation
wall are missing or off center, lines 8-C,B.5-7;5-H. (V&V to review.) Add shims between wall
and clip angles so as to attain full contact between angle and wall,lines 5-H,8-C
2.6 Moment corrections at canopy.
The T plates which were shop welded to the canopy columns at 4 columns had to be bent up or
down in order to make the beams fit.
Shims may be required between the plates and flanges in order to attain full contact of the plates
and beams.
3.5 Weld gusset plates at diagonal tube braces to clip angles as per field sketch.
3.6 Add shims between foundation wall and clip angles at 1st level line 5-1-1, 7-B.5. Add missing
bolts at 5-H(1st level).
3.10 Wire mesh must have min.6"overlap.
3.11 The concrete placed in the basement was placed with a slump at 6-1/2"plus(4,000 pea stone mix).
3.12 The contractor did what appeared to be a lousy job of repositioning the wire mesh during the
placement of concrete(no brick supports).
4.3 Finish TC bolts at second level C-7.2,C-5,B-5.
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184
Phone (781) 843-2863 - Fax (781) 849-2065
411
Page 2 of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 5
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
31 Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/06/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Sunny
4.5 Grind out and reweld fillet welds at beam to foundation wall connection at first level 8-E.7.
4.6 Add missing bolts and or shims at foundation wall to beam connection at 7-135, 8-C,5-H.
4.8 Add weld to replace missing bolts at second level connection E.4-8.
4.11 Add infill concrete around tank vault on first level.
4.13 T.C.bolts still incomplete at roof level. No need to weld moment connections at roof level along
line 3 unless bolts cannot be installed. Submit weld size and length for review by V&V.
5.7 Drill holes and add missing bolts at canopy beams at lines 3-E.3,C.5-3 instead of welding the
connection.
5.8 Add beam seat at first level connection at line 7-B.5.
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veit + Veitas Engineers,Inc. • 639 Granite Street • Braintree MA 02184
- as g � i
Phone (781) 843-2863 Fax (781) 849-2065
7i pF,
Page I of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
72-rAttucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/05/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: 55 F
Present At Site: Pete Hadden,McLeod Brothers
Work in Progress/Observations:
4.1 The second level was inspected. (See items to complete and/or correct.)
4.2 We also reinspected the welding of the beam to foundation wall connections. (See items to correct.)
4.14 Contractor stated that item 3.7 was completed.
Action Required/Items to Verify:
1.6 The wrong size column anchor bolts have been installed at line C-5,7-D,E-7.
1.7 The embedded plates in the foundation wall are missing at line F.2-6,6-17.8,C-8.
2.2 Column anchor bolts are out of alignment at E.2-7,D-7. New bolts were drilled into place.
(V&V to review.)
2.3 1/2"diameter bolts were drilled into the foundation wall where the imbedded plates in foundation
wall are missing or off center,lines 8-C,B.5-7;5-H. (V&V to review.) Add shims between wall
and clip angles so as to attain full contact between angle and wall,lines 5 -H,8-C
2.4 Brace welding joint fitup. Increase weld size of fillet welds at dia tube bracing where roof
opening exceeds 1/16".
2.5 Top of steel beam at line 8-C too low by approx. 1"(flush with top of pier).
2.6 Moment corrections at canopy.
The T plates which were shop welded to the canopy columns at 4 columns had to be bent up or
down in order to make the beams fit.
Shims may be required between the plates and flanges in order to attain full contact of the plates
and beams.
2.7 3/4"diameter bolts exist at column anchor bolts at line C-5,E.2-7,D-7 instead of 1"diameter
bolts.
2.8 Increase weld size to all 1st level beam to foundation wall welded connections(min. 5/16"x full
length required).
3.4 Add side lap screws 12"O.C.min.on 1st and 2nd levels.
3.5 Weld gusset plates at diagonal tube braces to clip angles as per field sketch.
3.6 Add shims between foundation wall and clip angles at 1 st level line 5-H,7-B.5. Add missing
bolts at 5-H(1st level).
3.8 Add shear studs at second level line G.
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,DIA 02184
Phone (781) 843-2863 • Fax (781) 849-2065
Page 2 of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 4
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
31 Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/05/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: 55 F
3.9 Side lap screws max Y O.C.first and second levels.
3.10 Wire mesh must have min.6"overlap.
3.11 The concrete placed in the basement was placed with a slump at 6-1/2"plus(4,000 pea stone mix).
3.12 The contractor did what appeared to be a lcus-y job of repositioning the wire mesh during the
placement of concrete(no brick supports).
4.3 Finish TC bolts at second level C-7.2,C-5,B-5.
4.4 Weld canopy beams at line E.3-3,C.5-3.
4.5 Grind out and reweld fillet welds at beam to foundation wall connection at first level 8-E.7.
4.6 Add missing bolts and or shims at foundation wall to beam connection at 7-135,8-C,5-H.
4.7 Add weld all around on 3 sides to underside of column base plate(second level,line E-8).
4.8 Add weld to replace missing bolts at second level connection E.4-8.
4.9 Increase fillet weld size at top of diagonal brace welds at brace E,line 3 to 5/16"x 3-1/2" long.
4.10 Fix 3 shear studs on second level line G.
4.11 Add infill concrete around tank vault on first level.
4.12 Remove high portion of metal deck along 6.9,D-E on second level where studs are.
4.13 T.C.bolts still incomplete at roof level. No need to weld moment connections at roof level along
line 3 unless bolts cannot be installed. Submit weld size and length for review by V&V.
Blair Budka
Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. - 639 Granite Street - Braintree,MA 02184
Phone (781) 843-2863 - Fax(781) 849-2065
Page I of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
(pq�X Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/01/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Cloudy,60 F
Present At Site: Pete Hadden,McLeod Brothers
Work in Progress /Observations:
3.1 We checked the first floor framing and deck before the scheduled placement of concrete on the fast floor.
(See items to correct.)
The placement of concrete on this first level was cancelled for this day by the contractor due to the number
of needed corrections. Several other items were corrected prior to our departure.
3.2 The placement of concrete was done in the basement. (See exceptions.)
3.3 We also checked the second level metal deck. (See items to correct.)
Action Required/Items to Verify:
1.6 The wrong size column anchor bolts have been installed at line C-5,7-D,E-7.
1.7 The embedded plates in the foundation wall are missing at line F.2-6,6-17.8,C-8.
2.2 Column anchor bolts are out of alignment at E.2-7,D-7. New bolts were drilled into place.
(V&V to review.)
2.3 1/2" diameter bolts were drilled into the foundation wall where the imbedded plates in foundation
wall are missing or off center,lines 8-C,B.5-7;5-H. (V&V to review.) Add shims between wall
and clip angles so as to attain full contact between angle and wall,lines 5 -H, 8-C
2.4 Brace welding joint fitup. Increase weld size of fillet welds at dia tube bracing where roof
opening exceeds 1/16".
2.5 Top of steel beam at line 8-C too low by approx. 1" (flush with top of pier).
2.6 Moment corrections at canopy.
The T plates which were shop welded to the canopy columns at 4 columns had to be bent up or
down in order to make the beams fit.
S..ims may be regnired betvreen the plates and flanges in.order to attain full contact of the plates
and beams.
2.7 3/4"diameter bolts exist at column anchor bolts at line C-5,E.2-7,D-7 instead of 1" diameter
bolts.
2.8 Increase weld size to all 1 st level beam to foundation wall welded connections(min. 5/16"x full
length required).
3.4 Add side lap screws 12"O.C.min.on 1 st and 2nd levels.
3.5 Weld gusset plates at diagonal tube braces to clip angles as per field sketch.
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. - 639 Granite Street Braintree,AM 02184
Phone (781) 843-2863 - Fax (781) 849-2065
r
` Page 2 of 2
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 3
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
31 Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 11/01/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Cloudy,60 F
3.6 Add shims between foundation wall and clip angles at 1 st level line 5-H,7-13.5. Add missing
bolts at 5-H(1st level).
3.7 Add steel around first level opening in slab.
3.8 Add shear studs at second.,level line G.
3.9 Side lap screws max Y O.C.first and second levels.
3.10 Wire mesh must have min.6" overlap.
3.11 The concrete placed in the basement was placed with a slump at 6-1/2"plus(4,000 pea stone mix).
3.12 The contractor did what appeared to be a lousy job of repositioning the wire mesh during the
placement of concrete(no brick supports).
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree,MA 02184
Phone (781) 843-2863 • Fax (781) 849-2065
Page I of I
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 2
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
(P!�,--<-Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 10/26/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Sunny 60 F
Present At Site: Pete Hadden,McLeod Brothers
Foreman,Maverick Steel Erectors
Work in Progress/Observations:
2.1 The erection of structural steel has begun. (See items to correct and verify.)
2.9 Item 1.4 corrected as stated by contractor.
2.10 Item 1.5 has been corrected by adding tem bracing at the inside of the basement walls.
Action Required/Items to Verify:
1.6 The wrong size column anchor bolts have been installed at line C-5,7-D,E-7.
1.7 The embedded plates in the foundation wall are missing at line F.2-6,6-17.8,C-8.
2.2 Column anchor bolts are out of alignment at E.2-7,D-7. New bolts were drilled into place.
(V&V to review.)
2.3 1/2"diameter bolts were drilled into the foundation wall where the imbedded plates in foundation
wall are missing or off center,lines 8-C,B.5-7; 5-H. (V&V to review.) Add shims between wall
and clip angles so as.to attain full contact between angle and wall,lines 5 =H, 8-C
2.4 ' Brace welding joint fitup. Increase weld size of fillet welds at dia tube bracing where roof
opening exceeds 1/16".
2.5 Top of steel beam at line 8-C too low by approx. 1"(flush with top of pier).
2.6 Moment corrections at canopy.
The T plates which were shop welded to the canopy columns at 4 columns had to be bent up or
down in order to make the beams fit.
Shims may be required between the plates and flanges in order to attain full contact of the plates
and beams.
2.7 3/4"diameter bolts exist at column anchor bolts at line C-5,E.2-7,D-7 instead of 1" diameter
bolts.
2.8 Increase weld size to all 1st level beam to foundation wall welded connections(min. 5/16"x full
length required).
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc: - 639 Granite Street Braintree,MA 02184
Phone (781) 843-2863 ' • Fax (78.1) 849-2065
4 r'
Page I of I
STRUCTURAL TEST AND INSPECTIONS REPORT FIELD REPORT NO: 1
Project: Cape Cod Cooperative Bank Contractor: McLeod Brothers,Inc.
O J+-Attucks Way 63 Reservoir Park Drive
Hyannis,MA 02601 Rockland,MA 02370
Client: DRL&Associates Date: 10/04/01
2 West Street,Suite G
Weymouth,MA 02190 Temperature/Weather: Sunny 75 F
Present At Site: Pete Hadden,McLeod Brothers,Inc.
Work in Progress/Observations:
1.1 The installation of the footings and foundation walls is 75%complete.
1.2 The contractor is in the process of building the CMU walls at the elevator. Install#5 bars vertically 16"
O.C.and 3 vertical bars at the corners.
1.3 The contractor is in the process of locating the footings between line A-13.5 (see exceptions).
Action Required/Items to Verify:
1.4 The elevation of the footing between lines A-3.5 has been changed to(45 ft.)from(-12 ft.).
Drill dowels into existing wall.
1.5 These walls are not designed as retaining walls,but have been backfilled up to-4.5 to-6.0 ft.
below top of wall. The steel has not been erected as yet.
1.6 The wrong size column anchor bolts have been installed at line C-5,7-D,E-7.
1.7 The embedded plates in the foundation wall are missing at line F.2-6,6-F.8,C-8.
1.8 The location of the foundation wall along B.5 has been installed in accordance with the latest
drawings.(Realigned).
FEf
/( OCT 12 2001
Blair Budka Romualdas Veitas,P.E.
FIELD REPRESENTATIVE REVIEWED BY
Veitas + Veitas Engineers,Inc. • 639 Granite Street • Braintree, MA 02184
Phone (781) 843-2863 • Fax (781) 849-2065
ii�
MacLEOD
. . BROS.
INC.
July 23, 2001
Mr. Peter DiMatteo
Building Commissioner
Town of Barnstable
367 Main Street
Hyannis, Ma. 02601
Re: Cape Cod Cooperative Bank—Attucks Lane
Dear Mr. DiMatteo:
I have just spoken with Mr. Donald Lonergan, Principal of DRL & Associates,
Inc., the architectural firm for the above-referenced project. Don mentioned that in
conversation with you earlier today, you said that while we are waiting for the
Building Inspector covering this project to finalize his review and the permit being
issued, we could, at our own risk, get started with tree cutting and sitework. We
appreciate this and plan on starting this work right away.
Any questions or concerns, please call me directly at 781-871-1003.
Yours truly,
MACLEOD BRO C.
Dou s MacLeod
President
GENERAL CONTRACTORS
63 RESERVOIR PARK DRIVE o ROCKLAND, MA o 02370 o TEL 617087101003 . FAX 617e878e4580