The URL can be used to link to this page

Home My WebLink About0226 FALMOUTH ROAD/RTE 28 (2) �� .. J � � ; � ,. I� - ,., �,�.�._ PROJECT W IV�T�N�� .3i 041� S� � NAME: /�� (.(JI� �A4�E ovp ADDRESS: •2 iZ(v l� 1�/1� � .Z9 PERMIT# ZO09 00 5iOl PERMIT DATE: M/P• LARGE ROLLED PLANS ARE IN: BOX $� SLOT 2 - Data entered in MAPS program on: 5 BY: a q/wpfiles/archive to o i1 " ' ►. _ Town of BarnstableBuilding ' EAMSTA Post This Cara--So That it is Visible From the Street-Approved Plans'Must be�Retain b ed on Jo and this Card Must be Kept Posted Until Final Inspection Has Been Made: Permit i63p. ` Where a Certificate of,Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-869 Applicant Name: Approvals Date Issued: 03/22/2019 Current Use: Structure Permit Type: Building-Sign Expiration Date: 09/22/2019 Foundation: Location: 226 FALMOUTH ROAD/RTE 28, HYANNIS _• __Map/Lot: 293-043 Zoning District: SPLIT Sheathing: Owner on Record: CAPE COD MALL LLC Contractor Name:'' Framing: 1 Address: ATTN:AARON A CARTER TAX MGR Contractor License. Z INDIANAPOLIS, IN 46206 = Est. Project Cost: $0.00 Chimney: Description: Reface existing signs ` Permit Fee: $250.00 2-wall signs(24 sq each) and 1 freestanding(60 sq) Fee Paid:; $250.00 Insulation: Date: 3/22/2019 Final: TD Bank 1 yv��v�Auo�_ Plumbing/Gas Project Review Req: Rough Plumbing: t Zoning Enforcement Officer " 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#or 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 Building 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) 6.Insulation Low Voltage Rough: 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 j .� � " • .4 � c-. � �- i i Town of Barnstable RECEf � 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-19-869 Date Recieved: 3/19/2019 Job Location: 226 FALMOUTH ROAD/RTE 28,HYANNIS Permit For: Building-Sign Contractor's Name: State Lic. No: Address: , , Applicant Phone: (Home)Owner's Name: CAPE COD MALL LLC Phone: (Home)Owner's Address: ATTN: AARON A CARTER TAX MGR, INDIANAPOLIS,IN 46206 Work Description: Reface existing signs 2-wall signs(24 sq each)and 1 freestanding(60 sq) TD Bank Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to.proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: 3/19/2019 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0,00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $250.00 3/19/2019 $50 00 2803 Check Total Permit Fee Paid: $250.00 3/22/2019 j $200.00 j 2988 j Check �� THISISNOT�A��PE SIT�� r C�c_L. - D" T n of Barnstable. Building Department oFT"E T� o Brian Florence,CBO Building Commissioner BA1llVS1LE BARNSIABIE. ' ewsmwu s.0 mnp•mw. MIL% wswbs�"R�T�UI of ac+s'L g 200 Main Street, Hyannis;MA 02b41 s63q• 1630-2014 �m ''tFp Mpt A wwwtown.barnstable.ma.us Officer 508-862-4038 Fax:50&790-623,0 Sign Permit-Application Zoning District Permit# Historic District .Location by QaG Street address and village . Applicant)\LL�� Ma'p,& Parcel93�y Telephone_ Number 09-22 Email tl,Cam i Sign #1 Sign #2 Wall 0 1Nall . Freestanding 0 Freestanding, Electrified* M Electrified* �O r t ► 1 'l it t. 1 Dimensions Sign #15-1�'3/��+, -`I 'Yq Dimensions S n #2 Square feet 5q �P . Square feet�� —� -� FUCK C1nan nkctce Cho�n d n I d Reface.Existih ign New/Replace Sign IM Midth of Building .Face ft. X 10= X;10= *Lighting Type &3c� � SNCA OM qQCw TIAWMII kk w Q 0.0 Q rmk YQI t 9 G g A:wi ermit is're uired if si ctrified., ;Signature of Owner/Authori Agent Maili address C � to �"5a'� rVos,-e- C-VAavNY - S -S To n of Barnstable: ° 6� °FIK r, Building.Department ; Brian Florenee,CBO Building Commissioner BANSTABLE . g sb39. 200 Main Street, Hyannif s MA 02601 1� f639-2014 'OrFO MIpy° wwwaoivn.barnstabl6.ma.us � Office: 508-862-4038 Fax:"508'-790-6230 Sign Permit-Application: Zoning District _ Permit`# Historic District D Location by ��oa\r`Rc�� ar�n�� `M`A `ado Street address and village Applicant wS Via` - Map:-&.Parcel aq3A�I) Telephone: Number- Email cm Sign 0Slgn, Wall Wail Freestanding O Freestandiing D Electrified* 0 Electrified* ;0 Dimensions'Sign:#1 ��d �y X y �'� Dimensions Sign #2 Square feet day5� Square feet . Clno,,nc� On 1 Reface Existintsign IS New/Replace Sign 0 Width of Buildipg..Face ft X 10 X .10 *Lighting.Type A wiring permit is required if.sign is electrified.. Signature of Owner/Authorized Agent Mailing address I 3 3 �O-z) -------------- (4-7"o �L Y .M i Site Recommendation Book Cape Cod Mall ID#: 4054 ■ 226 Falmouth Rd. r Hyannis, MA Preliminary Recommendations September 27, 2018 EXISTING SITE PHOTOGRAPH Recommendation Revisions December 11, 2018 December 31, 2018 d 50-T ,[•1 BRINGING DESIGN rO REAUTY 130 Pinnacle Point Ct.,Columbia,SC 29223,P: 803-790-2121 F:803-790-2125 Company Website:www.imageresourcegroup.com Project Management Website:www.irgpm.com Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA • (y JIM lyr, t � y_." ._ 1• � yb• t, 1,' *f r E ,r�*" ��S ly+ a� 3•'� � — rya '.~ .�.�,..,�� .. `, {k' � `�:_ +�. �' �.5.. L V r n 4 � � � ( �� O�y i: � .o".� � �, `c�� a 1,,` ! �• �r w 1K i •_� a i Tn , L` • T Site Plan Ime wm' 12-11-18-RKN PG-2 Ln4n� Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA E01 Existing Signage: f D/F Illuminated Pylon t• Overall:6'-1/4"tall 10'-1/4"wide CM a _ Square Footage:60.4 sq.ft. �I��9� ;•w 1. � ,y ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE _r �SPECIALCONDITIONS`"` Technical Survey Required prior to manufacture. 9'-11 3/4"Cut 9'-10 1/4"V.O. 5-7 V4" LlgF ing Please photograph inside of sign during techni- cal survey 5'-11 3/4" 5'-10 1/4" T-0 Ya" Lamp Size: " Cut V.O. Lamp Qty: Power Supply Qty:X FRONT VIEW ' Scale-3/8"=V-0" MFG NOTE ""'— •-- --Any seams in -vinyl to be looted at TDB-CRP-FS-71.75x119.75 Qty 2 59.6 sq.ft. bottom of Crossbar .177"thk Makrolon sl#7328(B54)polycarbonate.Background to be 3M 3632-6513 Translucent Dark Green Vinyl applied to first surface.Logo to be 3M 3630-5741 TD Light Green Translucent Vinyl laminated with 3M 3660M applied to the first surface.Copy to be dropped out to illuminate white. i �� i 09-27-18-JB PG-3 w Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA E02 Existing Signage: Illuminated Channel Letters — — Overall:2'-10 1/4"tall 8'-4 1/4"wide Square Footage:24 sq.ft. r _ z - off ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE -SPECIALCONDITIONS B Technical Survey Required prior to manufacture. A NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS D r C FRONT VIEW NTS-TYPICAL VIEW A B '.C D Technical Survey Dimensions TDB-CRP-CL .177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl. 1"trim cap adheared to face,trim cap and hardware painted Light Green. '; • ; 09-27-18-JB PG-4 A Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST. Hyannis, MA E03 �A.�, ,E� .._..�.-.. _.....�__..... _.....- n Existing Signage: Illuminated Channel Letters Overall:2'-10 114"tall 8'-4 1/4"wide Square Footage:24 sq.ft. ESE Y ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE {$PECIAL"CONDITIONS B —{ Technical Survey Required prior to manufacture. A NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS D r C FRONT VIEW NTS-TYPICAL VIEW Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl.1"trim cap adheared to face,trim cap and hardware painted Light Green. j ma i 09-27-18-JB PG-5 J `.1 R-� _ r 4 - Site Recommendation Book f Cape Cod Mall ID#:4054 a - 226 Falmouth Rd. ® Hyannis, MA -- Preliminary Recommendations September 27, 2018 EXISTING SITE PHOTOGRAPH Recommendation Revisions December 11, 2018 December 31, 2018 _ jMe .- h' BRINGING DESIGN TO RF4UTY 130 Pinnacle Point Ct.,Columbia,SC 29223,P: 803-790-2121 F:803-790-2125 Company Website:www.imageresourcegroup.com Project Management Website:www.irgpm.com Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA bkl .CD r✓'�"" ��` ...�+a� '.:: 5 -•^�.-{� .i f �.:.:•.. to +E �� i r , u Site Plan Ia 12-11-18-RKN PG-2 R a Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST. Hyannis, MA - E01 Existing Signage: a. D/F Illuminated Pylon ' - Overall:6-1/4"tall 10'-1/4"wide ® Square Footage:60.4 sq.ft. �Open7Days k ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE :{SPECIALC_ONDITIONS Technical Survey Required prior to manufacture. 9'-11 3/4"Cut 9'-10 1/4"V.O. 5'-7 1/4" ,= �`Llghtng _• Please photograph inside of sign during techni- cal survey 5'-11 3/4" T-10 1/4" 51-0 1/s" Lamp Size: Cut V.O. Lamp Qty: Power Supply Qty:X FRONT VIEW MFG NOTE Scale-3/8»=7'-0" .....__ .... ...... _ __Any seams in vinyl to be ,opted at TDB-CRP-FS-71.75x119.75 Qty 2 59.6 sq.ft. bottom of crossbar .177"thk Makrolon sl#T328(1354)polycarbonate.Background to be 3M 3632-6513 Translucent Dark Green Vinyl applied to first surface.Logo to be 3M 3630-5T41 TD Light Green Translucent Vinyl laminated with 3M 3660M applied to the first surface.Copy to be dropped out to illuminate white. i �, , 09-27-18-JB PG-3 Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST- Hyannis, MA - - Existing Signage: Illuminated Channel Letters Overall:2'-10 1/4"tall 8'-4 1/4"wide Square Footage:24 sq.ft. n •- ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE .SPECIAL-'CONDITIONS B Technical Survey Required prior to manufacture. A = NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS —ate C —r FRONT VIEW NTS-TYPICAL VIEW Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overiaminate Vinyl. 1"trim cap adheared to face,trim cap and hardware N painted Light Green. IE . '; • ; a 09-27-18-JB PGA r, J � ) Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA q E03 Existing Signage: Illuminated Channel Letters Overall.2'-10 /4"tall '-4 1/4 wide Square Footage:24 sq ft. s _ m .,�eiartaar ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE _ 1SPECIALCONDITIONS. B Technical Survey Required prior to manufacture. A --- NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS L D C FRONT,VIEW NTS-TYPICAL VIEW A B C D Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl. 1"trim cap adheared to face,trim cap and hardware painted Light Green. mo .Z. 09-27-18-JB PG-5 'A �1 W " . 000 Site Recommendation Book s , Cape Cod Mall ID#:4054 226 Falmouth Rd. Hyannis, MA - Preliminary Recommendations September 27, 2018 EXISTING SITE PHOTOGRAPH Recommendation Revisions December 11, 2018 December 31, 2018 is • � BRINGING DESIGN FO REAIlrY 130 Pinnacle Point Ct.,Columbia,SC 29223,P: 803-790-2121 F:803-790-2125 Company Website:www.imageresourcegrouo.com Project Management Website:WWW.irgpm.com J IJ� � Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA it CEO— Or 4 IL �, .r �'• r y Y k� .r • .. .R - � sty- ry. .'` .- fl �. :. Y r • W . 4. •,tea �, �� `� � �. 1 f a �,�•� �� y, �, s, �` « `{yy�' '�ey� O 1• o �o:o "fir_ � ' � :Xs' �. 'lad 't 4'•J • ;$++. y„vC',a- y _ +eu y n �•. ...•.,.,.��:, st ,;,,,,,�,..-�� •�. €.. '^-" is Site Plan I M 12-11-18-RKN PG-2 Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA L1 ,4 E01 Existing Signage: D/F Illuminated Pylon V', Overall:6'-1/4"tall 10'-1/4"wide Square Footage:60.4 sq.ft. Ope 7 r.ys ry i Shy �A4 Y. ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE ,_ SPECIALS CONDITIONS ' Technical Survey Required prior to manufacture. 9'-11 3/4"Cut 9'-10 1/4"V.O. 5'-7 t/4" } 'aLlgttng Please photograph inside of sign during techni- cal survey 5'-11 3/4" T-10 1/4" 51-0 S/e" Lamp Size: " Cut V.O. Lamp Qty: Power Supply Qty:X FRONT VIEW Scale-318"=1'-0" MFG NOTE _._.__ __.Any seams in vinyl to be betted at TD13-CRP-FS-71.75x119.75 Qty 2 59.6 scift bottom of Crossbar .177"thk Makrolon sl#7328(1354)polycarbonate.Background to be 3M 3632-6513 Translucent Dark Green Vinyl applied to first surface.Logo to be 3M 3630-5741 TD Light Green Translucent Vinyl laminated with 3M 3660M applied to the first surface.Copy to be dropped out to illuminate white. I 09-2T-18-JB PG-3 y LCM Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST. Hyannis, MA i 'E02 Existing Signage: _ Illuminated Channel Letters Overall:2'-10 1/4"tall 8'-4 1/4"wide = — Square Footage:24 sq.ft. y ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE a ` SPECIALMCONDITIONS' B Technical Survey Required prior to manufacture. A -- NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS L� D i C FRONT VIEW NTS-TYPICAL VIEW A a, B C. D, , Technical Survey Dimensions TDB-CRP-CL .177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl.1"trim cap adheared to face,trim cap and hardware painted Light Green. Aft. � 09-27-18-JB PG-4 Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA E03 Existing Signage: Illuminated Channel Letters Overall:2'-10 1/4"tall 8'-4 1/4"wide ®� ate— Square Footage:24 sq.ft. F' a i _ p ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE �';$FIECIAL'CONOITIONS {— B Technical Survey Required prior to manufacture. A -" NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS -k�— D C FRONT VIEW NTS-TYPICAL VIEW A B C D Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl. 1"trim cap adheared to face,trim cap and hardware painted Light Green. j MR 09-27-18-JB PG-5 1 t - - t s fi F� ow i Site Recommendation Book I - r Cape Cod Mall ID#:4054 o ® -- 226 Falmouth Rd. Hyannis, MA Preliminary Recommendations September 27, 2018 EXISTING SITE PHOTOGRAPH Recommendation Revisions December 11, 2018 December 31,2018 _ismok, ;L 4 BRINGING DESIGN TO REAUrY 130 Pinnacle Point Ct.,Columbia,SC 29223,P: 803-790-2121 F:803-790-2125 Company Website:www.imageresourcegroup.com Project Management Website:www.irgpm.com J v Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA ATZ -Ii SO a y 1 r - • J r .r. �� 1 'v4�'i EitAa`{ L y�`'�t;�G+°""y'�''�...•�t.�^.. Y I t r Site Plan a 12-11-18-RKN PG-2 LC101 Site Name: Cape Cod Mall Property ID: 4054 j Address: 226 Falmouth Rd. Cit /y ST: Hyannis, MA � " E01 Existing Signage: z D/F Illuminated Pylon Overall:6'-1/4"tall 10'-1/4"wide Square Footage:60.4 sq.ft. Open 7 Days Ali ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE r7 SPECIAL CONDITIONS`> Technical Survey Required prior to manufacture. 9'-11 3/4"Cut 9'-10 1/4"V.O. 5-7 1/4" Eight�i�" - Please photograph inside of sign during techni- cal survey 5'-11 3/4" 5'-10 1/4" 51-0 118" Lamp Size: " Cut V.O. Lamp Qty: LiPower Supply Qty:X FRONT VIEW TE Scale-318"=1'-0" __ ___AnFsGams in vinyl to be located at TDB-CRP-FS-71.75x119.75 Qty 2 59.6 scift bottom&T Crossbar .177"thk Makrolon sl#7328(B54)polycarbonate.Background to be 3M 3632-6513 Translucent Dark Green Vinyl applied to first surface.Logo to be 3M 3630-5741 TD Light Green Translucent Vinyl laminated with 3M 3660M applied to the first surface.Copy to be dropped out to illuminate white. 'q i i 09-27-18-JB PG-3 I ] Site Name: Cape Cod Mall Property ID: 4054 �� Address: 226 Falmouth Rd. City/ST: Hyannis, MA E02 aim- Existing Signage: _ Illuminated Channel Letters — — -- — Overall:2'-10 1/4"tall 8'-4 1/4"wide Square Footage:24 sq.ft. z _ t• _ ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE SPECIALR�CONDITIONS'*' - -- 41 B Technical Survey Required prior to manufacture. A _ NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS D r C FRONT VIEW NTS-TYPICAL VIEW Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Ovedaminate Vinyl.1"trim cap adheared to face,trim cap and hardware painted Light Green. i E 09-27-18-JB PGA Site Name: Cape Cod Mall Property ID: 4054 Address: 226 Falmouth Rd. City/ST: Hyannis, MA _ E03 Existing Signage: Illuminated Channel Letters -� Overall:2'-10 1/4"tall 8'-4 1/4"wide ! �11�• _ �( - Square Footage:24 sq.ft. I z. - .+ ..;,.:e+t.E-�..:�..r +- ._ ur ,`�,.• ke�e, +r rir.z...�.a�- ct c"��':.Y, ORIGINAL PHOTOGRAPH COMPOSITE PHOTOGRAPH with PROPOSED SIGNAGE "I °'`80,,ECI4L:.CONDITIONS B Technical Survey Required prior to manufacture. A = --' NOTE:NO WORK TO BE DONE ON LETTERS-RETAIN AS IS D C FRONT VIEW NTS-TYPICAL VIEW A B C _ _ . p. Technical Survey Dimensions TDB-CRP-CL 177" Thk W7328 White Acrylic Face with Translucent Light Green Vinyl Applied First Surface Of Face. "TD"Dropped Out To Show White.Entire Face To Be Laminated With 3M Overlaminate Vinyl.1"trim cap adheared to face,trim cap and hardware painted Light Green. I �I\ 09-27-18-JB PG-5 Q 17814413194 NSTAR SUM SW3080A NSTAR SUM SW3080A 12:34:11 p.m. ' 04-17-2009 1 /1 4: NSTAR One NSTAR.^!ay.SUN1SW330 EL EC TR/C Y+�sh-et-A,10A 020911-9230 GAS Phone 761-441-8925 FAX 31 441-310d April 17,2009 H Frank McCarthy Ostrander Corporation 35 Medford Street,Suite 303 Somerville,MA 02143 Via Facsimile:617-876-6928 Re: Service Removal 226 Falmouth Rd-Hyannis Blanchard's Liquors Dear Frank: The purpose of this letter is to confirm that effective April 17 the service to 226 Falmouth Rd Hyannis account 1427-069-0044 has been removed. Should you have any questions,please feel welcome to contact me at 781-441-8925. Sincerely, Pam Pandoo Pam Pandolfi Account Executive Cc: file r- Marie Bessette n tto r. �d Fietd Coordinator J.� A'.pril L5,2009 II:Frank M:cC,afthy. Ostrander Corporation 35 Medford St, Suite 303 Sommille, MA.02143 , Via email: fi ar k@ostrandercpr.p.com RE: 2M Falmouth Rd llyannis,MA F' To Wfioih it May C'oncein; This>is to verify there is;no natural gas service to the above address. This was:colirnied by a representative of National`Grin. ifyou have any questinns,.plcase call me at<(78l)-466-5066. Marie I:Bessette " Field Coordinator National Grid 52 Second Ave ,Waltham,MA 02451;. . . T :781 466=5066 F.7817290 0441 mario;tiessette@us.n.grid.com U www nattonalgnd.com . -:. i:. i 38 Hedges Pond Rd. Plymouth,MA 02360 j'iA J www.EmeraldExcavating.com Phone 508-888-3184 Fax 508-833-1296 Town of Barnstable Date: 2/6/09 Sewer Dept Re: Sewer Service Disconnect Emerald Excavating is aware that existing sewer service must be cut and capped at the property-line and the old pump station must be removed per the sewer dept. request. At this time we are waiting on N-Star to disconnect the power to the existing transformer in order to perform for this work. CL Chris "Red"Bartsch, Project Manager Emerald Excavating Co., Inc W.B.E. oFIHE Toy, Department of Public Works 47 Old Yarmouth Rd. v ti P.O. Box 326 o� Water Supply Division Hyannis, MA. * 02601-0326 * BARNSTABLE, M TEL:508-775-0063 �p 1639. A.• Hyannis Water System Operations FAX:508-790-1313 rF0 MA'S 4/20/09 Town of Barnstable Building Inspector Town Hall 'Hyannis, MA 02601 RE: 226 Falmouth Road Hyannis, MA Dear Sir: Please be advised that the above water service was shut off, meter removed and water lines cut and capped. The owner has informed us of plans to demolish the building. Sincerely, CIL/ y Bent Hyannis Water System WhiteWater-Pennichuck Operated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. REV EI Y ED y � s�� APR 2 1 SAID I. llsls Hyannis Water System Invoice No. HWS 1489.409E P.O. Box 326 Hyannis, Massachusetts 02601-0326 (508) 775-0063 fax (508) 790-1313 INVOICE Customer Name Ostrander Corp Date 04/20/2009 Address 35 Medford Street Acct. No. 604125 City Somerville State MA ZIP 02143 Service No. 1489 Phone FOB Qty Description Unit Price TOTAL 226 Falmouth Road 1 Demolition - e o o Permit Approval Paperwork&Meter Removal $60.00 $60.00 1 Inspection fee 4/20/09 $25.00 $25.00 Non-Taxable Total $85.00 SubTotal Non-Taxable Total $85.00 Taxes MA TOTAL $85.00 38 Hedges Pond Rd. RFr Plymouth,MA 02360 •: ^- A ` www.EmeraldExcavating.com Phone 508-888-3184 Fax 508-833-1296 Town of Barnstable Date: 2/6/09 Water District Re: Water Service Disconnect Emerald Excavating is aware that shutting off and disconnecting the existing water service at the property line does not full meet the guidelines for termination of the old service at 226 Falmouth Rd. Once we have been issued a road opening permit by the state we will schedule a date to shut-off the corp at the main as required. Chris "Red" Bartsch, Project Manager Emerald Excavating Co., Inc W.B.E. i +�F:F •Comn onwealth of Massachusetts ■ : Decal Number Asbestos Notification Form ANF-001 Important:When filling out A. Asbestos Abatement Description forms on the computer,use 1. a. Is this facility fee exempt-city,town, district, municipal housing authority, owner-occupied only the tab key residence of four units or less? ❑Yes 0 No to move your cursor-do not b. Provide blanket decal number if applicable: Blanket Decal Number use the return key. 2. Facility Location: FORMER BLANCHARDS LIQUORS 226 FALMOUTH RD a.Name of Facility_ b.Street Address Hyannis MA 1 102601 1 c.City(rown d.State e.Zip Code f.Telephone Number INSTRUCTIONS 3. Worksite Location: 1.All sections of this FORMER BLANCHARDS LIf � I 1ST/R00F form must be a.Building Name/Building Location b.Building# c.Wing d.Floor e.Room completed in order to comply with 4. Is the facility occupied? ❑Yes [✓ No DEP notification requirements of 310 CMR 7.15 5. Asbestos Contractor: and the Division of Occupational JENVIRCIVANTAGE INC DBA LEAD SOURCE 1 1629 CALEF HIGHWAY Safety(DOS) a.Name b.Address notification requirements of 453 EPPING 1 03042 1 16036799682 CMR 6.12 c.City/Town d.Zip Code e.Telephone Number AC000510 g. Contract Type: FZ Written ❑Verbal f.DOS License Number ERIN SAXBY I IREGULATORY COMPLIANCE h.Facility Contact Person i.Contact Person's Title 6' LUIS M.TORRES 1 JAS034589 a.Name of On-Site Supervisor/Foreman b.Supervisor/Foreman DOS Certification Number RAY BRESNAHAN I JAM900294 7' a.Name of Project Monitor b.Project Monitor DOS Certification Number EMSL AA000188 8' a.Name of Asbestos Anal ical Lab b.Asbestos Analytical Lab DOS Certification Number -0 9. 3/30/2009 4/17/2009 a.Project Start Date mm/ddl b.E nd Date mm/ddl �0 7-3:30 N/A 9__N c.Work'hours Mon-Fri. d.Work hours Sat-Sun. -0 10�-a.What type of project is this? =0 ❑Demolition [✓ Renovation EJ Repair Other, please specify: b.Describe 11. a. Check abatement procedures: o ve bag ncapsulation -o ❑ Enclosure ❑ Disposal only _LL ❑Cleanup (l Other, specify: Q Full containment b.Describe z MMOMMMM 12. Is the job being conducted: ✓Q Indoors? Q Outdoors? IN anf001ap.doc•10/02 Asbestos Notification Form•Page 1 of 3■ '� •Commonwealth of Massachusetts ■ 100085727 Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) J L�� ' 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed, enclosed,or enca sulated: 160 12600 ^—ar a.Total pipes or ducts linear ft o a other s�'rgaces(square ( r (� c.Boiler,breaching,duct,tank C= LW___� d.Insulating cement surface coatings Lin.ft. Sq.ft. (Lin.ft. Sq.ft. e.Corrugated or layered paper f.Trowel/Sprayer coatings pipe insulation Lin.ft. Sq.ft. Lin.ft. Sq.ft. g.Spray-on fireproofing h.Transite board,wall board Lin.ft. Sq.ft. Lin.ft. i.Cloths,woven fabrics j Other,please specify: 160 2600 Lin.ft. (S ft� Lin.ft. S .ft. k.Thermal,solid core pipe LI COMPOUND,TAR insulation Lin.ft. Sq.ft. I.Specify 14. Describe the decontamination system(s)to be used: CONTAINMENT, DECON, NEGATIVE PRESSURE 15. Describe the containerization/disposal methods to comply with 310 CMR 7.15 and 453 CMR 6.14(2)(g): DOUBLE LAYER 6 MIL POLY ASBESTOS LABELED BAGS 16. Foy Emergency Asbestos Operations, the DEP and DOS officials who evaluated the emergency: a.Name of DEP Official b.Title c.Date(mm/dd/ of Authorization d.DEP Waiver# e.Name of DOS Official DOS OfficialTitle N g.Date(mm/dd/yyyy)of Authorization h.DOS Waiver# 0 17. Do prevailing wage rates as per M.G.L. c. 149, §26, 27 or 27A—F apply to this project? ❑Yes FV No B. Facility Description �N �o 1. Current or prior use of facility: FORMER LIQUOR STORE �o 2. Is the facility owner-occupied residential with 4 units or less? ❑Yes 21 No TD BANK 1000 MACARTHUR BLVD 3' a.Facility Owner Name b.Address �o MAHWAH 07430 (201) 348-2300 o c.Cit /Town d.Zip Code e.Telephone Number area code and extension �� 4 TERRACON CONSULTANTS, INC. 77 SUNDIAL AVE, STE 401W a.Name of Facility Owner's On-Site Manager b.On-Site Manager Address Z MANCHESTER 103103 1 1603-647-9700 �Q c.City/Town d.Zip Code e.Telephone Number(area code and extension) ■ anf001ap.doc•10/02 Asbestos Notification Form•Page 2 of 3■ M �'' • Commonwealth of Massachusetts 100085727� Asbestos Notification Form ANF-001 Decal Number LL�lIA B. Facility Description (cont.) ENVIROVANTAGE, INC. 629 CALEF HIGHWAY 5' a.Name of General Contractor b.Address EPPING 03042 603-679-9682 c.City/Town d.Zip Code e.Telephone Number area code and extension ARCH SPECIALTY INSURANCE �EBWCC00003-00 8/15/2009 f.Contractor's Worker's Comp.Insurer a.Policy Number h.Exp.Date mm/dd/ 6. What is the size of this facility? 4410_ _ 1 1 a.Square Feet b.Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary): SERVICE TRANSPORT GROUP 158 PYLES LANE Note:Transfer a.Name of Transporter b.Address Stations must INEW CASTLE 19720 ®� 8779999559 comply with the d . P Y c.City/Town d.Zip Code e.Telephone Number Solid Waste Division 2. Transporter of asbestos-containing waste material from removal/temporary site to final disposal site: Regulations 310 CMR 19.000 a.Name of Transporter b.Address c.City/Town d.Zip Code e.Telephone Number 3. a.Refuse Transfer Station and Owner b.Address c.City/Town d.Zip Code e.Telephone Number 4. IMINiRVA ENTERPRISES INC a.Final Disposal Site Location Name b.Final Disposal Site Location Owner's Name 9000 MINERVA ROAD I IWAYNESBURG c.Final Dis osal Site Address _ d.City/Town OH 44688 e.State f.Zip Code g.Telephone Number M �O D. Certification � penalthes of perjuryed hereby states, under that he/she has read thehe a.ERaN SAXBY �me b.rAuthoazed Signature l �o Commonwealth of Massachusetts regulations IREGULATORY COMPLIA 03/16/2009 for the Removal,Containment or c.Position/Title___ d.Date mm/ddl Encapsulation of Asbestos,453 CMR 6.00 and 6036799682I JENVIROVANTAGE, INC. 310 CMR 7.15,and that the information contained in this notification is true and correct e.Telephone Number f.Representing to the best of his/her knowledge and belief. 629 CALEF HIGHWAY O q.Address �LL EPPING 03042 � h.City/Town i.Zip Code Z �Q anf001ap.doc•10/02 Asbestos Notification Form•Page 3 of 3 t,� Massachusetts Department of Environmental Protection IF00085727 Bureau of Waste Prevention —Air Quality Decal Number Project Revision Notification For Asbestos Notification ANF-001 and AQ 06 Important: A. FacilityLocation When filling out forms on the computer,use FORMER BLANCHARDS LIQUORS only the tab key 1.Name of Facility to move your 1226 FALMOUTH RD cursor-do not 2.Street Address use the return key. JHYANNIS IMA 3.City 4.State 5.Zip Code 6.Telephone Number 1F1%is INSTRUCTIONS B. Project Cancelled 1. This form is only available for Check here if this project is/was cancelled. online filing of project date revisions. 2. Enter project decal number. C. Project Dates 3. Validate that the project 3/30/2009 4/17/2009 location is correct 1.Ori inal Start Date mm/dd/ 2.Original End Date mm/dd/ for the entered decal. 3.Latest Revised Start Date(mm/dd/yyyy) 4.Latest Revised End Date(mm/dd/yyyy) 4. Enter your new project dates. 5. Certify your notification. D. Revised Project Dates Submit date changes. 4/1/2009 4/17/2009 1.Revised Start Date(mm/dd/yyyy) 2.Revised End Date Date(mm/dd/yyyy) E. Other Project Revisions F. Revision Histo anf06pdm.doc•rev.2/5/04 {�+ Massachusetts Department of Environmental Protection Bureau of Waste Prevention —Air Quality Decal al Number Project Revision Notification For Asbestos Notification ANF-001 and AQ 06 G. Certification The undersigned hereby states,under the penalties of perjury,that he/she has read the Commonwealth of Massachusetts regulations for the Removal,Containment or Encapsulation of Asbestos,453 CMR 6.00 and 310 CMR 7.15,and that the information contained in this notification is true and correct to the best of his/her knowledge and belief. ERIN SAXBY Erin Saxby 1. Name Authorized Signature REGULATORY COMPLIANCE OFFICER 93/27/2009 2. Position/Title 3. Date mm/dd/ ENVIROVANTAGE, INC. 16036799682 4. Representina 5. Telephone 629 CALEF HIGHWAY 6. Address EPPING 03042 7. City/Town 8. Zip Code anf06pdrn.doc•rev.2/5/04 I Massachusetts Department of Environmental Protection „HE, Bureau of Resource Protection -Wetlands , WPA Form :2 Determination of Applicability &rABM Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 TEo �a and Chapter 237.of the Code of the Town-of Barnstable DA- 09004 A..General Information , Important: When filling out. From: forms on the Barnstable computer, use Conservation Commission only the tab key to move To:.Applicant Property Owner(if different from applicant): . your cursor- do not use the TD Bank c/o Bohler Engineering Mayflower Cape Cod; LLC, c/o Simon Property return key. Name Group, LLC 352 Turnpike Road 115 West Washington Street Mailing Address Mailirng Address Southborough MA 01772 Indianapolis Indiana 46204 City/Town State Zip Code City/Town State Zip Code wrran - 1. Title and Date (or.Revised Date if applicable) of Final Plans and Other Documents: Site Development Plans for TD Bank(sheets 1-12) 12/9/08 Title Date Title Date Title Date. 2. Date Request Filed: December 22, 2008 B. Determination Pursuant to the authority of M.G.L. c. 131, §40, the Conservation Commission considered your Request for Determination of Applicability,with its supporting documentation, and made the following Determination. Project Description (if applicable): Demolish existing 4,400 s.f. Blanchard Liquors; Construct new 3,000 s.f. TD Bank facility with 3 drive-through lanes; Site improvements Project Location:: . 226 Falmouth Road Hyannis Street Address Village 293 033 Assessors Map Number Assessors Parcel Number wpaform2.doc•Determination of Applicability •rev.10/5/O5 Page 1 of 5 Massachusetts Department.of Environmental.Protection Bureau of Resource Protection.- Wetlands- VI/Pe4 Form 2 Determinat _on of Appl.icabllity 9 snxtvsrasLe. �p 039. ♦� Massachusetts Wetlands Protection Act,M.G.L. c. 131,'§40 and Chapter 237 of the Code of the Town of Barnstable ' , DA- 09004 ' 8. Determination .(cont.) ❑ 6. The.following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act. :.>: ❑ 7. If a Notice of Intent is filed for the.work in the Riverfront Area described on referenced plan(s) and document(s),which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer.to the wetland regulations_ at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located;`the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. - ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which.can reasonably,be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability, work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act, but will not remove,fill, dredge, or,alter that area. Therefore,said work does not require the filing of a Notice.of.Intent: . - ® 3. The work described in the Request is within the Buffer Zone,as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does.not require the filing of-a.Notice of Intent, subject to-the following conditions(if any). a) A revised,plan showing.the on-site drainage system shall be provided; b) Sediment controls shall be deployed as needed for new landscaping. ❑ 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpafonn2.doc•Determination of Applicability •rev.10/5/05 Page 3 of 5 f i Quality Assurance Program Page 1 of 8 Project: Proposed Branch Bank-Hyannis Massachusetts -� Location: 226 Falmouth Road Hyannis Massachusetts -- Owner: TD Bank Owners'Address: 9000 Atrium Way.AIM#02-201-01-05,Mount Laurel,New Jersey Architect of Record: DRL Associates Inc. Structural Engineer of Record(SER): Odeh Engineers,Inc I Building Code: Massachusetts State Building Code 780 CMR-7th Edition This Quality Assurance Program is submitted as a condition for permit issuance in accordance with the requirements of Chapter 17.00 of the 780 CMR-r Edition. It includes a Schedule of Quality Assurance applicable to this project as well as the name of the Quality Assurance Coordinator and the identity of other approved agencies intended to be retained for conducting these inspections. This Quality Assurance Program encompasses the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Quality Assurance Coordinator shall keep records of all inspections and shall furnish Inspection reports to the Building Official,Structural Engineer of Record,and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official,Structural Engineer of Record,and Architect of Record. The Quality Assurance Program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted on a MONTHLY basis to the Building Official,Owner,Structural Engineer of Record,and Architect of Record. A Final Report of Quality Assurance documenting completion of all required Quality Assurance components and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a certificate of occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Quality Assurance Program Prepared By: 4� OF C+l DAYII? s M David Odeh February 4,200 on (Type or Print Name) Date STkpEIURdI Signature - Date �mNAL fill Owner's Authorization: Building Official's Acceptance Signature Date Signature Date Quality Assurance Program Schedule of Quality Assurance and Testing Agencies Page 2 of 8 The following sheets comprise the required Schedule of Quality Assurance for this project. The construction -� divisions which require Quality Assurance for this project are as follows: ® Soils and Foundations ® Light Gauge Metal Framing ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Wind Resistance ❑ Masonry ❑ Seismic Resistance ® Structural Steel ❑ Special Cases The following items of construction,if checked,are specified in the Construction Documents on a performance basis. In accordance with 780 CMR 1701.11 their structural design will be reviewed by the SER and their construction is included in the Schedule of Quality Assurance Program on the attached sheets: ❑ Curtain Walls ® Structural Steel Connections ❑ Precast Concrete Components ❑ Metal Buildings ❑ Post Tensioning Steel ❑ Post-Installed Anchors in Structural Concrete The following items are excluded from this Quality Assurance Program since they are designed by other registered design professionals(RDPs)not under the aegis of the SER and the SER was not retained to provide performance specifications for their design. These other RDPs must be assigned by the Owner,Architect of Record,or Construction Contractor,as applicable,to be special RDPs for their respective designs and to provide a schedule of Quality Assurance for their respective designs. ❑ Curtain Walls(Wall Panels and Veneer) ® Exterior Insulation and Finish System(EIFS) ❑ Spray-Applied Fire Resistant Materials ❑ Plate-Connected Wood Roof Truss Systems ❑ Smoke Control Systems ® Non-Structural Assemblies ® Miscellaneous Metal Stairs and Railings ❑ Quality Assurance Agencies Firm Address,Telephone,E-mail (Agent 1. Quality Assurance Coordinator To be hired by owner 2. Geotechnical Engineer To be hired by owner 3. Feld Inspector To be hired by owner 4. Testing Agency To be hired by owner The Quality Assurance Coordinator and Testing Agents shall be engaged by the Owner or the Owner's Agent,and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. Quality Assurance Program Qualifications of Inspectors and Testing Technicians Page 3of8 The qualifications of all personnel performing Quality Assurance and Testing activities are subject to the approval of the Building Official.The credentials of all Coordinators,Inspectors and Testing Technicians shall be provided if requested. It is recommended that the person administering the Quality Assurance Program be a Professional Engineer registered In the Commonwealth of Massachusetts and experienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below,such designation shall appear in the Qualificadons column of the Schedule. PE/SE Structural Engineer—a licensed'SE or PE specializing in the design of building structures PEIGE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector American Society of Non-Destructive Testing(ASNT)Certification ASNT Non-Destructive Testing Technician—Level II or III International Code Council(ICC)Certification ICCSFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector National institute for Certification in Engineering Technologies(NICET) NICET-CT Concrete Technician—Levels 1,11,111&IV NICET-ST Soils Technician-Levels 1, II,Ill&IV NICET-GET Geotechnical Engineering Technician-Levels I,II,III&IV Exterior Design institute(EDI)Certification EDl-EIFS EIFS Third Party Inspector !. Qualifications of Inspection Agents maybe indicated on the Schedule in instances where the StructureI Frrgineer of Record deems such requirements are appropriate. 2_ Individual inspector qualification requirements may be waived at the discretion of the Quality Assurance s Coordinator if the inspections are performed under the supervision of a licensed PE. Quality Assurance Program Soils and Foundations Page 4 of 8 Item QuallfJ Scope Inspection Agent# Frequency 1.In Situ Bearing PE/GE Bearing Strata C Review C Strata for Shallow 2 Review contractor's field quality control procedures. Footings General Excavation Inspect strata for conformance to the structural drawings, specifications,and/or geotechnical report.Ensure that excavation is to proper depth or material.Ensure that excavation is controlled and contains no unsuitable materials. Bearing Surfaces of Footings Inspect bearing surfaces for conformance to the requirements of the structural drawings,specificatons,and/or geotechnical report. 2.Controlled Structural PEGS Controlled Structural Fill QC Review P Fill(Prepared Fill) 2 Review contractor's field quality control procedures. Fill Material Test material for conformance to specifications or geotechnical report.Perform laboratory compaction tests in accordance with the specifications to determine optimum water content and maximum dry density. Installation of Controlled Structural Fill Provide full-time Inspection of the installation,in accordance with the specifications. Density of Fill Perform field density tests of the In-place fill in accordance with the specifications. 3. Pile Foundations WA N/A WA 4. Pier Foundations N/A WA WA Inspection Frequency: C: Continuous P: Periodic inspections. Inspection frequency shall be determined by the Geotechnical Engineer. During ongoing soil&foundation operations,daily(minimum)inspections shall be performed. Quality Assurance Program Cast-In-Place.Concrete Page 5 of 8 Item Quallf.1 Scope Inspection Agent# Frequency 1. Cast-in-place Concrete ACJ-CC1 Review Contractors field quality control procedures. P1 Construction QC Review 1 Review frequency and scope of field testing and ins ections. 2. Mix Design ACI-CCI Review mix designs prior to placement Verify use of C 3,4 required mix design. 3. Materials ACI-CC! Review material certifications for conformance to C 3,4 specifications. 4. Batching Plant ACI-CCI Review Plant quality control procedures and batching Pi See Note 3 1 and mixing methods. 5. Reinforcement Installation AC1-CC1 Inspect reinforcing for size,quantity,condition and P2 3 placement.Verify adequate cover per specifications. 6. Anchor Rods ACI-CCI Inspect anchor rods prior to and during placement of C 3 concrete. 7. Post Tensioning Operations WA N/A WA 8. 780 CMR Formwork ACI-CC! Inspect form sizes for proper sizes of concrete members. C 3 9. Concrete Placement and ACI-CFTT Observe concrete placement operations.Verify P3 Sampling Fresh Concrete AC1-LTT conformance to specifications including cold-weather 4 and hot-weather placement procedures.Perform slump, density and air content tests at point of dischar e. 10. Evaluation of Concrete AC!-LTT Test and evaluate in accordance with the specifications. P3 Strength 4 11. Curing and Protection ACI-CCI Observe procedures for conformance to the P4 3 specifications. 12. Welding Reinforcing Steel WA WA WA 13. Mechanical Reinforcing WA N/A N/A Splices 14. Shotcrete WA N/A N/A Inspection Frequency: C. Continuous P: Periodic Inspections: All periodic inspections shall be performed in accordance with"Cast-In-Place Concrete"Specification of the project specifications. Additional requirements areas follows: Pl: If all requirements are met,only one inspection is required. PZ Inspect before concrete placement. P3: Per"Cast-In-Place Concrete"Specification. P4: Daily when required by weather conditions(See also ACI 305R,ACI 306R,ACI 306.1). Notes: Quality Assurance is not required for the following concrete elements: 1. Concrete slabs supported directly on the ground that do not support other structural elements. 2. Concrete patios,driveways and sidewalks on grade. 3. Quality Assurance of Batching Plant is not required if Batching Plant completes and submits the"Fabricator's Certificate of Compliance"and maintains a plant inspection program in conformance with 780 CMR 1703.5. Quality Assurance Program Structural Steel page 6 of 8 Item QuaIlfJ Scope Inspection Agent# Frequency 1. Steel Construction QC See Note 2 Review Contractor's field quality control procedures. P1 Review 1 Review frequency and scope of field testing and ins actions 2. Fabricator's Certification/ See Note 2 Review each Fabricators quality control procedures. P1 Quality Control procedures 1 3. Fabricator Inspection See Note 2 Inspect in-plant fabrication,or review Fabricators P1 1 approved Independent Inspection Agency's reports. See Note 3 4. Materials See Note 2 Review materials certifications for conformance to P2 3 the specifications. 5. Anchor Rods See Note 2 Review Contractor's as-built survey.Verify that all P2 3 anchor rods have been properly torqued and have adequate fit-u . 6. Bolling See Note 2 Test and inspect bolted connections in accordance C 3 with specifications.Verify bolt size and grade. 7. Welding AWS-CM Check welder qualifications.Visually inspect fillet C 3,4 welds and test full penetration field welds in (as accordance with specifications. indicated 8. Shear Connectors N/A WA N/A 9. Structural Framing,Details, See Note 2 inspect for size,grade of steel,camber,Installation P2 and Assemblies 3 and connection deta€Is.Check against approved construction documents and shop drawings. 10. Open Web Steel Joists See Note 2 Inspect for size,placement,bridging,bearing and P1 3 connection to structure.Visually inspect all welds of a minimum of 25%of the joists,randomly selected. 11. Expansion and Adhesive N/A N/A N/A Anchors 12. Metal Decking AWS-CWf Verify gage,width,and type.Inspect placement, P2 3 laps,welds,side lap attachment and screws or other mechanical fasteners.Check welder qualifications. 12. Field Correction of See Note 2 Review documentation of responsible RDP approved P1 Fabricated Items 3 repair and verify completion of repairs Inspection Frequency: C: Continuous P: Periodic Inspections: All periodic inspections shall be performed in accordance with the"Structural Steel"Specification of the project specifications. Additional requirements are as follows: P1: If all requirements are met,only one inspection is required. P2: While steel erection operations are ongoing,daily inspections shag be performed,unless noted otherwise.This inspection frequency may be increased or decreased at the Quality Assurance Coordinators discretion for reasons such as steel erection schedule or quality of work observed. Notes: 1. Quality Assurance Coordinator shall continuously monitor structural steel tests and inspections to assure conformance to Construction Documents;notify SER of any discrepancies immediately. 2. Inspector shall have minimum of 5 years experience in the inspection of steel structures. 3. Review material identification and manufacturer certificates for conformance of weld filler material with AWS Standards and AISC Manual of Steel Construction,LRFD/ASD, 13th ed.,Section A3.5. 4. Base metal exceeding 1.5 inches in thick and subject to through-thickness weld shrinkage shall be ultrasonically tested for discontinuities behind and adjacent to the welds after joint welding. 5. Quality Assurance of Fabricator is not required if Fabricator completes and submits the"Fabricators Certificate of Compliance"and maintains a plant inspection program in conformance with 780 CMR 1703.5. Quality Assurance Program Light Gauge Page 7 of 8 Metal Framing Item QualifJ Scope Inspection Agent# Frequency I. Light Gauge Metal Framing EIT Review of Contractor's field quality control PT QC Review 1 procedures.Review scope of testing and inspections. Pi 2. Fabricator's Quality Control EIT Review fabricator's quality control procedures. See Note 1 Procedures I 3. Material Certification EIT Review for conformance to contract documents. P2 3,4 4. Fabrication Inspection EIT Inspect in-plant fabrication or on-site fabrication. Pi See Note 1 1 5. Installation EIT Verify that type,size,quantity,location,dataiEs,and P2 3 connections of framing members conform to responsible RDP approved submittals,and the contract documents. 6. Welding AWS-CM , Check welders'qualifications.Verify that welding C 3,4 conforms to AWS specifications,responsible RDP approved submittals,and the contract documents. Visually Inspect welds. 7. Other Fasteners EIT Verify fastener type and installation procedures. P2 3 Verify that fasteners conform to responsible RDP approved submittals and the contract documents. Verify that fasteners are installed tight. 8. Field Correction of Fabricated EIT Review documentation of responsible RDP approved P1 Items 3 repair and verify completion of repairs. Inspection Frequency C: Continuous P. Periodic Inspections: All periodic inspections shall be performed in accordance with the"Structural Steel"Specification and any cold-formed related specification of the project specifications. Additional requirements are as follows: Pi: if all requirements are met,only one inspection is required. P2: While construction operations are ongoing,daily inspections shall be performed on roof truss and exterior wall framing. This inspection frequency may be increased or decreased at the Quality Assurance Coordinator's discretion for reasons such as construction schedule or quality of work observed. Notes: I. Quality Assurance of Fabricator is not required if Fabricator completes and submits the"Fabricator's Certificate of Compliance"and maintains a plant inspection program In conformance with 780 CMR 1703.5. Quality Assurance Program Fabricator's Certificate of Compliance Page 8 of 8 Each approved Fabricator that is exempt from the Quality Assurance Program of shop fabrication and implementation procedures per section 1703.5 of the Massachusetts State Building Code 780 CMR—7t'Edition must submit copies of Fabricator's certification or building code evaluation service report and Fabricator's quality control manual prior to the start of work. At the completion of all work,the approved Fabricator must submit this Fabricators Certificate of Compliance at the completion of fabrication. Project: Fabricator's Name: Fabricator's Address: Certification or Approval Agency Name: Certification Number. Date of Last Audit or Approval of Fabricator: Description of structural members and assemblies that have been fabricated: hereby certify that items described above were fabricated in strict accordance with the approved Construction Documents. Company Principal Name We Company Principal Signature Date Attach copies of Fabricator's certification or building code evaluation service report and Fabricator's quality control manual. Quality Assurance Program I � I T} e u7"aiiof►s a�an ar s- ;. Boar o w m g Construction Supervisor License t° License: CS 8279 Expiration 9/7/2009 Tr# 2597 �RestrPction 00 RICHARD B WOOp 115 RED MAPLE ------------ Commissioner BREWSTER,MA 02631'_'=.=`' �i o�B CAPE CO® COMMISSION v 3225 MAIN STREET P O.BOX 226 BARNSTABLE-MASSACHUSETTS 02630 ssA� s (508)362-3828 FAX(508);362-3136 E-mail-frontdesk@capecodcommission org ; DATE: November 12,2008 TOO Michael D. Ford,-Esq. Attorney at Law 72•Main Street,P:O. Box 485 - West Harwich, MA 02671 FROM: Cape,Cod Commission. RE: Modification of Development of Regional Impact Decision dated January 29,1.998 and.modified on September 22, 1998 February 1, 1999, and March 12, 2001 Cape Cod Commission Act,:Sections 12 and. 13 APPLICANT: TD Banknorth OWNER: Mayflower Cape Cod, L'LC c/o Simon Property Group L.P,. 1J5 West Washington Street Indianapolis, IN 46204 PROJECT: Cape Cod Mall Renovation and Expansion PROJECT#: TR96025 BOOK/PAGE: Book_1357/Page 1143 Book 1357/Page 1152 Book 7942/Page 2 l LOT/PLAN.: Lot 10/Plan 18367=D Cert. #7.3925 Lot--/Plan 35.455-A Cert.:P44428 Lot.18/Phan 29992-E Cert. #73925 Lot 12/Plan 132164 Cert. #124.18.5 Lot 20/Plan 299:92-E Cert. #73925 Lot 13/Plan 13216-I Cert. #1241$5 Lot 21/Plan 29992:E. Cert. #73925 Lot.14/Plan 13216-1 Cert. #1241.85 Lot 22/Plan 29992-E Cert. #73925 Lot l l/Plan 13216-I Cert. #124:185 Lot 26/Plan 29992-E Cert.#73925 Lot 10/Plan 1.321.64 Cert;# 124185 Lot 13/Plan 1.83674D Cert. #73503 lot 12/Plan 2.9719-13 Cert.#78644 Cape Cod Mall- Minor Modification 2- November 12,2068 �� Page 1 of 5 Lot I6/Plan 29992-D Cert. 94.1206 Lot 11/Plan 29719-B Cert. #78644: . Lot l.7/Plan 299.927D .Cert. #41206 .Lot 19/Plan 29992-E, Cert. #108683 Lot 23/Pl6n 29992=E-Cert. #73503. Lot 25/Plan 29992=E Cert,#104912 Lot 24/Plan 29992-E Cert. 09492/41206'Lot 27M'1a'h 29992=E Cert #1049:12 Lot.2/Plan:34491-B Cert.#44869 Lot A-1/Plan 2:1173-B Cert.#129187 Lot'1/Plan.34491:=B Cert. #137708 Lot A-2/Plan 21"l'.73=B.Cert.#129187 Lot 14/Pl6n29992=D Cent. #119830,Lot 94/1?lan 177WX Cert. #76834 Lot 15/Plan'299:92=D. Cert.A.1.19830 Lot 49/Plan 17796-D M61)iFICAT16N TO DEVELOPMENT OF REGIONAL IMPACT DECISION Pursuant to.Section 12 of the,.ape'Cod Commission Act, the Development of Regional Impact decision dated January 29, 1998 ana modi#ied'on September 22, 1998,Febrtaiy 1,`1999,and MAr.ch 12,2001,for,the Cape Cod'Mall renovation.and expansion is°hereby amended to accommodate.the demolition of'the existingiligtior store at 226 Falmouth Road (.Route 28)and; the constructibri of a TD Banknoilh braneh{building: All findings and conditions attachedao the original decision and modifications coomile.to:app y`:except as modified herein. Minor-Modification:#2 Additional Findings: Exterior. Lighting EXLFI, MPS 6 2:10;of the 2092(amended)RPP requires that 'development and redevelopment conform:with the,Cape Cod Coiniiiissionis=exlertoi.,lighting design standards and submission requirements, Technical Bulletin 95-001:'' Exterior lighting fo�'ihe proposed°.bank consists of 6 double-headed and one single=head pole:mounts on 25:466t.poles: .On-building.lights include 151otal fixtures,in tluee.differept 'styles, O-ne.type of light will be mounted under the drive-up canopy;one willAllu—minate the corner main entrance,and.one;will be owthe other three comers ofalie;building. EXLF2 The,Cape Cod Mail"DRI decision allowed parking lotpole lights to be up:t6 3.0. feet.in heiglt,noting the taller poles would reduce the overall member of lights: TD'Bank North"proposes to use lights on 25-fo.of poles Tluis s consistent with. the existmg'development; the intent of MPS 6.2.10 and the Technical Bu letin. EXLF3. The nme on=butldi'ng moi nted.l gh6s be placed at the building corners, inchding the entrance,faceted cylinders with a flat.back They can Use - - - mcaiidescerit or fl%iorescerit lamps, conic in lengths of between 18-47 inches, and are intended to b: mounted vertically on the:building,with light emitted along,one face;.of the cylmdei This:fixture.is riot consistent with Technical Bulletin standards`2:2 or 2.; JoAnne.Millei l3untich of Barnstable's.Grow th MAnagement Department also stated at the Regulatory Committee's October 27,`2008"meeting these lights needed'tobe.changed to ones which are frilly shielded and full:cutoff, Cape Cod Mall" Minor Modification 2-November 12,2008 Page 2 of 5 4• CXLF4 Technical Bulleiin- tandard 2.6,stipulates a maximum;foot-candle,level of.8 0 as measured direetly below the lightat grade ,A.foot candle(F()plan provided by the project archtteets(Lighting P/,ah, Sheet 10 of.12,Bohler Engineering, dated 7/23/08) shows levels of letweerr8 and 23 Fcs;`belowahe barite drive-up cartopy. The project architects agreed as part of the Cotnmrssion's review to reduce lie. lrght_levels Qf these fixtures to approximately'10 Fcs: EXLF4. Based on these findings, and the.extertoi,lrgliting conditions included in this modification decision, the Commission's Regulatory Committee finds that the proposed eater nor lighting design for the`TD.Bankn6rth project does not result in different or.increased-impacts to the resources protecfed.by the Act and/or the R.P`P: Tr an ion TFI. Based on tnfotmation provided vy the Applicant,the Commission's Regulatory Committee,findsjhat the;proposed TD,B•ankiiorth project does not-result in different or nceeased impacts to tlie,resources..proteeted by the Act and/or the RPP;Ini the issue area of transpot attori:; Community Character CCFI. Based on information provided by the Applicant; the.Commission's Regulatory Committee fnds2�htit tHe_proposed TD'Bankriorth project does not.result in different or'increased impacts to the resources;protected by the Act and/or the RPPin the fssue.area.of conununity character. Additional Conditions Genera! GO. The proposed TD Bankriorth branch building shall be constructed in accordance with the foll ;plans: • Site DevelopmentPlans for TD Barik,Sheets:142, prepared by Bohler Engmeermg dated 7/23/08, '; • Aartral Boundary and Topographic.Sur'vey,TD Banknorth, Drawing 1, p:epated,by ControlPoint Associates, Inc: dated 7/21/08; • Proposed Floor=Plan,TD Barknortl ,Sheet A l.O;:prepared by DRL Associates,Inc:,dated 7/21108, • Proposed Elevations Plan,Tp:BariknorthSheets A2.0 and-A2.l,.prepared by DRL'Associates, Inc.,dated j22/08;and Except_as,provrded.'in condrUon TCl And ICI,any deviation during construction from-ill approved'plans,including but not limited to changes to-the building design,buIllmg location,lighting; landscapingor other site work, shall require approval by<the Cape Cod','Commission'through`a modification pi`ocess,prirsuant to Section A2 ofthe Commission's Enabling Regulations. The applicant shall Cape Coil Kill:-Minor Modiflcnti,n 2-November 12,2008. Page 3 of 5 submit to the Commission any adIditional.information deemed..necessary to evaluate;any modifications to the.approved.plans. GC2:_ Prior to'issuance of a 1'relimtnaty.Cettif bate of;Complianee,:the Applicant;shalI submit final:construction drawings for_Commission staff review and.approval to ensure ftir.consistency,with thes:arch t 64 aLrender ngs provided ohilid.plans identified,in condition GCI. GC3'. Prior to issuance of a Filial Certificate of Compliance for the;proposed'bank branch building, Commission staff shall bond ict a field inspection verifying that . the,landscaping and exterior IW ting comply with plans identified in condition GC1 and LCl. Exterior'Lighting EXLCL All exterior lightii g.for.the project shall-conform to the requimments of MPS 6.2.10 and Technical Biiiletun 95=001 except for the bank drive-ii canopy lights that may have a resultant maximum foot-candld1level of approximately 10.0 foot- candles: EXLC2. Prior to issuance of a B,uilding.Pernut, and prior to issuance,hy the Corrmiission of a Preliminary Certificate of Coinpltance,the;Appliclnt sha11 submit for CommiSsiOn`staf review.and7approvat;intoimationonaheexterior wall mounted. lights described iii.:Finding EXLF3 This determine if theaghts are consistent with Teclmcal Bulletin standards 2.2..and 23;and shall include lighting technical.'cut sheets andlor ma iufactureis' information: EXLC3. Should unexpected'conditions arise during project co istiuction that require adjustments to site;.Oxterior hghtir g fixtitres,;includtng substitutions,of fixture heads, the Applicant shall.obtaiwapproval 1r.6m;Commission staff prior to their installation and/or use, 2 of the Comniission's.Enabling Regulations,(- am_ended'klarch 2005).:lVlodificatioiis'to th%e project's exterior lighting:design made duringienovation accordance that are in accordan with the Coinmissio.n-appio-ved:liglihng information and/or Teclinical.Bulletin 9.5-00-1 .(as ainended) shall be,considered a Minior 1Vlodificattons#1 and:may be:approved by Commission:staff:` EXLC4. Prior to issuance.of a Filial Certificate of Complia ice.by the Commission; and prior to issuance'-Of a Certificate of Use/Occupancy, Commission staff shall conduct a site visit;to verify conformance ofthe:exteriorlighting design with MPS 6:2.10' Technical�Bulletin`:95 00'1 ame ide6 and exterior.jf., g conditions of this decision. Transportation TCL The Applicant shall construct one of..the;following l) a sidewalk on the site along Route 28 for pedestrian access to-the property,;or 2)an authorized RTA bus stop on the site with appropriate landscaping; or 3).landscaping along Route 28 if A bus Cape Cod'Mall-Minor:Modification 2 November 12,2008 Page 4.of 5 f stop pan be:piovided at,an alternative location,on the site. The applicant shall submit to C- ission,staff the final plan as'determined by,Barnstal le Site Plan Review and'Special Permit process. L.andsca))ih.g LC1:: Prior to issuance of aUilding permit from ithe Town of Barnstable;the Applicant: shallsubmit:for Coninission'staff review and approval; iev�sed landscape plans incorporating recommendations from Mary LeBlanciandscape Design, dated October.l7, 2008 except as the same may be modified by,the ferred option determined i�ndei:condition TCI. Royden Richardson,Regulatory Committee Chair Date COMMONWEALTH OF`MASSACHUSETTS Barnstable,ss ,20U8 Before me, the undersigned notary public,personally appeared.�� ! i is/ er capacity.as.Chairman of the Regufatory Committee of.the Cape Cod,Commrssto vahose'name is signed oirthe preceding document, and such;person acknowledged to meah he ie signed such`document voluntarily for its:stated purpose. The identriy:of such person was proved;fo.me thr. 11h safisfactory evidence of ideritifcation,vvluch was L]pliotograph�c.identifieahori with signature ass ie by a federal or state governmental agency, U:oath.or affirmation of a credible witness, or. ersonal knowledge-of the undersigned.: Notary Public My Comn )ssion'-Expires Cape Cod Mall-Minor Modification 2-November 12,2068 Page 5 of 5 ,4 Town of Barnstable Inspectional Services Department Construction Control Document Project Title: TD Bank Date: February 4, 2009 Project Location: 226 Falmouth Road, Hyannis,MA Scope of Project: New construction In accordance with SECTION 116.0- 116.4.2 of the 6d'Edition of the Massachusetts State Building Code: �' "OF ®'��•� I, Frederick P. Goff Mass. Registration Number 33856 6r' Mgss v being a registered professional Architect/Engineer hereby certify that I have prepared or direc 9 q�yG e FREDERICK P. supervised the preparation of all design plans, computations and specifications concerning: COFF m° ELECTRICAL 33 po' Entire Project Architectural Structural Mechanical Q NO.33856 Fire Protection X Electrical Other(Specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore, I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the 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 construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the-,pW, for occupancy. Signature of registered professional: On this 4th day of February , 20 09 , before me,the undersigned notary public, personally appeared Frederick P. Goff (name of document signer), proved to me through satisfactory evidence of identification, which were "Personal knowledge of identity " ,to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. CA/0/2�, �J �c . my commission expires on 6, a`J� No Public to III ry \�� jl. H 0 ,zibN�. H:\WPWIN\TD Bank-Hyannis\Affidavit-Construction.doc tn. M i p rARY Pv� //////11��\\\ f C. A. CROWLEY ENGINEERING, INC. 645 County Street, Unit 6 •Taunton, MA 02780 •tel. (508) 508-884-5094 •fax(508) 884-5099 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: TD Bank PROJECT LOCATION: 226 Falmouth Road, Hyannis, MA SCOPE OF PROJECT: New Branch Bank Buildinq In accordance with Section 116.0 of the Massachusetts State Building Code, I, Thomas E. Matthews, Mass. Registration No. 31492, being a registered professional, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project_ Architectural_ Structural Mechanical X Fire Protection_ Electrical _ Other(specify) For the above named Project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Upon completion of the work, I shall submit a final report as to the satisfactory completio 'S (00 readiness of the Project for occupancy. TMMM ,E MATTHEWS I)KSigned HVIAC Commonwealth of Massachusetts No.31492 County of Bristol On this 4th day of February , 2009, before me, Arleen F. Guyan the undersign TONAL notary public, personally appeared Thomas E. Matthews , proved to me through satisfactory evidence of identity, personally known to me, to be the person(s)whose name(s) was/were signed on the preceding or attac d document in my presence. Signed: Printed Name of Notary Arleen F. Guyan My commission expires: ARLEEN F. GUYAN Notary Public / Commonwealth of Massachusetts My Commission Expires Sep 15,2011 C. A. CROWLEY ENGINEERING, INC. 645 County Street,.Unit 6 :Taunton, MA 02780 •tel. (508) 508-884-5094 •fax(508) 884-5099 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: TD Bank PROJECT LOCATION: 226 Falmouth Road, Hyannis, MA SCOPE OF PROJECT: New Branch Bank Building In accordance with Section 116.0 of the Massachusetts State Building Code, I, Raymond C. Vincent, Mass. Registration No. 46528, being a registered professional, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project_ Architectural_ Structural Mechanical Fire Protection_ Electrical_ Other(specify) X Plumbing For the above named Project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. Z A OF 4(4 Upon completion of the work, I shall submit a final report as to the satisfactory comply readiness of the Project for occupancy. �o� RAYMOND ip C. O VINCENT Signed v MECHANICAL N ?a Commonwealth of Massachusetts No.46528 County of Bristol ��°��`�cIsTE�`�o�`` " On this 4th day of February , 2009, before me, Arleen F. Guyan the undersl S/oN•_AL notary public, personally appeared Raymond C. Vincent , proved to me through satisfactory =y evidence of identity, personally known to me, to be the person(s)whose name(s)was/were signed on the preceding or attached document in my presence. Signed: Printed Name of Notary Arleen F. Guyan My commission expires: 7Sepl5,2011 ARLEEN NotaryCommonwealth My Commission Ex C. A. CROWLF=Y ENGINEERING, INC. 645 County Street, Unit 6 •Taunton, MA 02780 •tel. (508) 508-884-5094 •fax(508) 884-5099 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NAME: TD Bank PROJECT LOCATION: 226 Falmouth Road, Hyannis, MA SCOPE OF PROJECT: New Branch Bank Building In accordance with Section 116.0 of the Massachusetts State Building Code, I, Raymond C. Vincent, Massa Registration No. 46528, being a registered professional, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project_ Architectural_ Structural_ Mechanical Fire Protection X Electrical_ Other(specify) For the above named Project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. further certify that I shall perform the necessary professional services and be present on the construction site on periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116:2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. GUF Upon completion of the work, I shall submit a final report as to the satisfactory comp and '�y readiness of the Project for occupancy. RAYMOND�. O � C. , VINCENT �+ v Signed MECHANICAL 1 ... . C .V...r✓' No.46528 Commonwealth of Massachusetts o �� County of Bristol °'�FFc►s�t:�� On this 4th day of February , 2009, before me, Arleen F. Guyan the unders EE ANAL notary public, personally appeared Raymond C. Vincent , proved to me through satisfactory evidence of identity, personally known to me, to be the person(s)whose name(s)was/were signed on the preceding or attached document in my presence. Signed: Printed Name of Notary Arleen F. Guyan My commission expires z'f'�� ARLEEN F. GUYAN W ` Notary Public rc Commonwealth of Massachusetts My Commission Expires Sep 15,2011 w ar, CONSTRUCTION CONTROL AFFIDAVIT (SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) On this 4th day of February,2009,before me, qualified for the Commonwealth of Massachusetts,personally appeared Donald R. Lonergan who,being duly sworn, deposes and says that he has supervised the preparation of all the design plans of TD Bank,226 Falmouth Road,Hyannis, Massachusetts and that he will supervise and/or check all the working drawings and shop details for construction; and will make site 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 Commonwealth of Massachusetts, and will review and approve the quality control procedures for all code-required controlled materials. Be 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 reports, at intervals appropriate to each stage of construction,rel v to the materials,procedures and further tests that;may be reed in connect' with this job. M.1 �° Original Signa & Seal Date MASS •': DRL Associates, chitects,Inc. .� 2 West Street Su' G Weymouth,MA 2190 6� !r C3 Y►FtiS� Subscribed and sworn to before me this 4th day of February, 2009. * \\NININH81q/ E . � _'V v-�*oSS10%,iF � _. _�G�a°0 A°' 2g°••7� i (Notary Public) 0"s us ��NrrrruouN�� • CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: PROJECT TITLE: New TD Banknorth - Hyannis PROJECT LOCATION: 226 Falmouth Road, Hyannis, MA NAME OF BUILDING: N/A SCOPE OF PROJECT: Analysis and Desiqn of Single Story Steel Structure With Tower In accordance with Section 116.0 of the Massachusetts State Building Code, I M. David Odeh Mass Registration No. 30086 being a registered professional engineer/architect, hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project_ Architectural _ Structural X Mechanical Fire Protection_ Electrical_ Other (specify) For the above named Project and that, to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable laws and ordinances for the proposed use and occupancy. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2.2: a OF 1. Review of shop drawings, samples and other submittals of the contractor as required by the K DAYID yes®�, construction contract documents as submitted for building permit, and approval for WENa conformance to the design concept. C.31STRUCTURAL 2. Review and approval of the quality control procedures for all code required controlled No.3006 materials. 'O9 9�QISTE4�O �Q� 3. Special architectural or engineering professional inspection of critical construction OFFIONRI.E �a� components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. I shall submit periodically a progress report together with pertinent comments to the Building Inspector for the Town of Hyannis. Upon completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the Project for occupancy. Signed IV` Commonwealth of Massachusetts County of Barnstable On this 4th day of February, 2009, before me, Eleanor P. Storin, the undersigned notary public, personally appeared M. David Odeh, proved to me through satisfactory evidence of identity, which was known to me to be the person whose name was signed on the preceding or attached document in my presence. Signed: J Printed Name of Notary Eleanor P. Storin My commission expires: February 24, 2011. I Irerracon April 24, 2009 TD Banknorth 1000 MacArthur Boulevard Mahwah, NJ 07430 ATTN: Mr. Larry Decker E-MAIL: La rry.Decke rO-TDBanknorth.com PHONE: (802) 879-2122 Re: Limited Asbestos Sampling Blanchards Liquors 226 Falmouth Road Hyannis, Massachusetts Terracon Project No. J1097107 Dear Mr. Decker: Terracon conducted limited asbestos sampling at the former Blanchards Liquors store located at 226 Falmouth Road in Hyannis, Massachusetts. Our scope of service was limited to the collection of bulk samples of suspect asbestos-containing materials (ACM), submission of the samples to an accredited laboratory and reporting the analytical results. Limited asbestos sampling was performed on April 1 and April 8, 2009 by a Commonwealth of Massachusetts licensed asbestos building inspector in general accordance with our proposal dated March 26, 2009. A total of nine bulk samples were collected from three homogeneous areas of suspect ACM. Bulk samples were submitted under chain of custody to EMSL Analytical, Inc. of Woburn, Massachusetts for analysis by polarized light microscopy (PLM) with dispersion staining techniques per EPA methodology(40 CFR 763, Subpart F). The percentage of asbestos, where applicable, was determined by microscopical visual estimation. Based on the results.of laboratory analysis, the joint compound material located on the exterior gypsum soffit was confirmed to contain asbestos. Asbestos was not identified in the roofing felt paper samples located under the wood roof shingles, collected from the subject building. Table 1 is a summary of the P.LM analysis and laboratory analytical reports are included as Appendix A. Terracon Consultants, Inc. 77 Sundial Ave., Suite 401W Manchester, NH 03103 �t P 16031 647 9700 ,F [6031 647 4432 terracon.com Limited Asbestos Sampling lrerramn Blanchards Liqdors 226 Falmouth Road Hyannis, Massachusetts , Terracon Project No. J1097107 April 24, 2009 Limited asbestos sampling was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, conclusions and recommendations expressed in this report are based on conditions observed during limited sampling event. This letter report has been prepared on behalf of and exclusively for use and reliance by the Client. This report is not a bidding document. Contractors or consultants reviewing this limited sampling report must draw their own conclusions regarding further investigation or remediation deemed necessary. Terracon does not warrant the work of regulatory agencies, laboratories or other third parties supplying information, which may have been used in the preparation of this report. No warranty, express or implied is made. Terracon appreciates the opportunity to provide this service to TD Bank. If you have any questions regarding this limited asbestos sampling report, please contact David Oliver at (603) 206-1117. Sincerely, Terracon Consultants, Inc. /1 David G. Oliver, CMI Michael R. Burke, PG,.LSP Sr. Project Manager . Sr. Principal Dept Manager/Environmental Services /mm Table 1-.Limited Asbestos Survey Sample Summary Appendix A- Laboratory Analytical Reports lferracan TABLE 1 inspectors:Meghan Emmert and David Oliver Client I Project Name:TD Bank/Former Blanchards Liquor Store Project Number:J1097107 Building Address:226 Falmouth Road,Hyannis,MA Building Name I Description:Retail Samples Collection Date:April 1,2009 and April 8,2009 Sample NESHAP Asbestos Approximate Number Floor Material Description Sample Location Category Content quantity 040109-801 1 Gypsum wallboard Tanfwhite Exterior,soffit,east side,above entyry,under B01JC Friable-ACM No asbestos detected 040109-BOIJC 1 Joint compound White Exterior,ioffit,east side,above entyry Friable ACM 2%Chrysotile 450 square feet total 040109-8018 1 Gypsum wallboard Tan/white Exterior,soffit,east side,NE comer,under B01 BJC Friable ACM No asbestos detected 040109-801 BJC 1 Joint compound White Exterior,soffit east side.NE comer Friable ACM Not analyzed 040109-BOl C 1 Gypsum wallboard Tantwhite Exterior,soffit,north side,above natural gas diaphram,under B01 CJC Friable ACM No asbestos detected , 040109-BOlCJC 1 Joint compound White Exterior,soffit,north side,above natural gas diaphram Friable ACM Not analyzed Category 040809-BOl 1 Fell paper Black North roof,under wood shingles nonfriable No asbestos detected Category 1 040809-601 B 1 Felt paper Black East roof,under wood shingles nonfriable No asbestos detected Category I 040809-BOIC 1 Felt paper Black South roof under wood shingles nonfriable No asbestos detected APPENDIX A LABORATORY ANALYTICAL REPORTS f EMSL Analytical, Inc. 7 Constitution Way,Suite 107,Woburn, MA 01801 Phone: (781)933-8411 Fax: (781)933-8412 Email: bostonlabna emsl.com Am: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/01/09 3:25 PM Manchester, NH 03103 EMSL Order: 130901092 Fax: (603)647-4432 Phone: (603)647-9700 EMSL Proj: Project: J109710T/TD Bank;226 Falmouth Rd;Hyannis Analysis Date: 4/1/2009 Report Date: 4/1/2009 Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Location Appearance % Fibrous % Non-Fibrous %Type 040109-BD1 GB Gypsum Board; Gray 100% Non-fibrous(other) None Detected 130901092-0001 Soffit Fibrous Heterogeneous 040109-BOl JC Joint Compound; White 98% Non-fibrous(other) 20% Chrysotile 130901092-0002 Soffit Non-Fibrous Heterogeneous 040109-BDlB GB Gypsum Board; Gray 100% Non-fibrous(other) None Detected 130901092-0003 Soffit Non-Fibrous Heterogeneous 040109-B01B JC Joint Compound; Stop Poskive(Not 130901092-0004 Soffit Analyzed) D40109-B01C GB Gypsum Board; Gray 100% Non-fibrous(other) None Detected 130901092-0005 Soffit Non-Fibrous Heterogeneous 040109-B01C JC Joint Compound; Stop Positive(Not 130901092-0006 Soffit Analyzed) Anayst(s) Renaldo Drakes(4) Renaldo Drakes or other approved signatory Due to magnification limitations inherent in PLM,asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as 0%or none detected may require additional testing by TEM to confirm asbestos quantifies.The above test report relates only to the Items tested and may not be reproduced in any form without the express written approval of EMSL Analytical,Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibllity for sample collection activities or analytical method limitations. Interpretation and use o1 test results are the responsibility of the client Samples received in good condition unless otherwise noted. NVLAP Lab Code 101147-0.AIHA IHLAP 180179,MA AA000188 PLM-1 THIS IS THE LAST PAGE OF THE REPORT. 1 t 130901092 1 3 0 9 0 1 0 9 2 i EMSt-MA EMSL-CT EMSL M j EMSL NJ 7 Comtftution Wa.y.Ste 107 4 Fadiiald vd. 307 blast Street � 107�laddbn;Avenue I,I Watift MA 01#01 WalungfoM,CT 06402 Nam►York,-lY 1.001S WeSMmt AL NJ 08108 i (781)039-Mi 1 (203)` .6948 (8M 440-36-6 (800)22-3675 (781)933.8412 Fax (203)284-5978 Fax (212)290-00va Fax � (866)858--4560 Fax Your Name: David Older Project Manager. Company: QiZA+G0.I Street: 77 sundial Avenue,Suite 401w Cltymate!ip: Marttf Wer,.NH 031-03 _. P4�orte: (643)�7=8ztf0 Fax: (603)�7.4<t32 E��tt: DoE+tes •.; ,pay;« j ti PrajectNanne '06 � Pro)eat�: 4► 'q Project Location: RZ. i�c. ,0,Lrc)WrA e 2 Prvjetit State (US).> i TURNANOUND TIME p 3Hium 10 6 Yours O 1 T Nouts Hours 0 3 t7 T3 Hours D 4 DaysD 5 tests O G10 pey3 SAMPLE MATRIX t7 Atr Hulk 0 5od' Wi a O.lb'icro- u O trri Water C]Watte+wter b chws 1 C2 Other ASB SS4S A ALY54S LEAD 6K&LYSti i MICRONAL AµALYSIS HAG Piame Aiattiic•14hs A. SH�7w(A)issue 2.August r9N © ASWD4&F&T�M D non A$TM Nksla dI NU10 by Air 0 Cea D OSM WF WA L1 S SMS-742D 0)Wdit Furl by Agar Vaa=mt l to il•NR C .Au NIDSFI 706� QUacbrial Count and Gw Stain 0 AFii RA 4a Ct=R Eart 7ti3 SUhpatl E !p b'tAt@dEN,14X pt AOAC 5.009(974.07) Q.Baaecial Count and fderrtr7lt�Fnn ❑ MOSK 74Q2 Issue 2 La .astt r<.Sw 8467420 Waler Son es. Q EPA Ifi []10EP $ 87tYl742D "ttitat'Crctt9s.Fec�CSbfatms j U k ta( 1!r GpEsctlet 4cilk FetW St"ta�cus PA6D07R.931t46 3r I( J'71Q3 QttnalW N!t ►t�ad`Pb�ttCoUrq © awaisr:S�'84G�74?y (�5alrnariefla t n SoW tcMS)435 0 G srft aad Cq p>I�itkt �tt�tEPA :2 i •and BW etrr �f+L�M:MOB(C.t>irt�6�tretr�kl�►'S 196,t + • .-. ,tPi►'a t �'Fua9►�Qlrc�ef�zam�lia+ [(SPA t�Gomtt(400 P*W c 1tl xdn ASTM [�MOM S FLMO-(CWW NOW up to ' o disecteaenettott R ntrowxaryy C7�aA��rtco�,l{s,000•anr�sy ❑$f n68rd AddMn POW Count �A&,H11*17990 [)MOM B Fungi-Cutw(cow&10) SS?}L5 (�4bdd•6 v�'s-G,+kbetie{C�+a++ty� @t�Afrromoo�Qus�6ve [f 80idedalGew+t6Gt�nS'tain Q PATnotaocit'n1t WtatiNs (311lutetisi Count.A ldwt4'is*ft []%A A' W 1+4e'Urad.f O"Wn TWO ALS MMAj:YM (3 Most poornhowtypes) sPA5901tti�D26Cs(PenBralion} �c',�,1 �7 Q00 {t3ua8�&re� � AAIALYSIS. -W N INA i �'oEit�tt4 ai ti ;ton Neiiat�nca Opt( 05 0500 E 06Qtil ASTh1 Q 5755§3(OuanUta6vo) 1 P iltiaiy (]A9bome 004FMI0.TVI T_�iUYIP� �t?otoar�anJ�sa>ljsis [�S�a.A+�tSadfXQD iT5nA D AST#d D$t8498 O= i'dant ,meet O.HVAC EtrdeM Pdtrogttpiucxair�taGan taeta [ Ce+bex�BFadc O q D Pott#�rd.LemrerA fnwortlDtatsA aDhetes p Aftme 01Mist t �(t�st�x"�x� �j OOrer. ERA 1 .1 [J fat'Ntedg t! ut +ers-IAkiVI S EFL+100.2 (�` Ii�.F�et Ir diGcaBen NY5 00.2 Addllional wonawn/cotttlt NsAnsiruCtions: 0)1 t bpi ' cTiont samprr a(51 t>"�1 O'q P.Q! "fll TOTALsaa a 1 x" .. i tlnpcdshod': Unit: Rerzrivet� C ' ( Date: e. Tim ' �teiinq�shed: d ` DotR Tim, i Received: APR #, I DW. _- fPane i of 2 _jt�...�....`�.aw��:✓�` .--.eca'�!.�:�'.;x"r-�:eo'.ia'. +� _.��_.�'� '"k:�� ''r.'�.,.,..�k -, ��T`:.r"F..s��_:r.'.':�#+�'�•.�.-.us ..=k._+Fi. ..., , , 1 130901092 13 09 010 9 2 IMSL-MA EMSL-CT EMSL-NY EMSL-NJ _ 7 COnstiMDn Way,Ste 107 4 Fairfield Blvd, 307'West 3f Street 107 Haddon Avenue j Woburn,MA 01801 Wallingford,CT 06492 New York,NY 10018 Weshont,NJ 0810$ (781)933.8411 (203)284-5948 (866)448-3675 (MQ '220-3675 r `(781)933-M12 Fax (203)284.5976 Fax (212)290-0069 Fax (856)VA-4M Fax SAl�Pl.E1GII�it $A)A41E9!E5�3��'f10'k1�OGAlXYl9 VOLt)11EAlt 11r� nd�e= i �o109 1 fxm A0Fr-,r faR��O 5- l0 84t G Ao2 � �tfo�►� ft Ao4 (� F - F t S i ReKT►qutshed DOW, fhrre Reeeived: °�,, I� :F z s DAC 'time: R414sYgIftmd: tYp1e lirhe: Received: J Date: Time: - - I h9e242 i EMSL Analytical, Inc. 7 Constitution Way,Suite 107,Woburn, MA 01801 Phone: (781)1933-8411 Fax: (781)933-8412 Email: postonlabatmst.com Attn: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04109/09 9:50 AM Suite 401-W EMSL Order. 130901232 Manchester, NH 03103 Fax (603)647-4432 Phone: (603)647-9700 EMSL Pr Project: J1097107/TD Bank;Hyannis,MA D Analysis Date: 4!9/2009 Report Date: 4/9/2009 Asbestos Analysis of Bulk Materials via EPA 6001R-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Location Appearance % Fibrous % Non-Fibrous % Type 040809-B-01 Roof Felt;N Roof Black 60% Cellulose 40% Non-fibrous(other) None Detected 130901232.0001 Fibrous Homogeneous 040809-B-01B Roof Felt;E Roof Black 60% Cellulose 40% Non-fibrous(other) None Detected IM901232-0002 Fibrous Homogeneous 040809-B-01C Roof Felt;S Roof Black 60% Cellulose 40% Non-fibrous(other) None Detected 1309012-22-0003 Fibrous Homogeneous Analyst(s) Kevin Pine(3) Renaldo Drakes or other approved signatory Due to magnification limitations inherent in PLM,asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as<1%or none detected may require additional testing by TEM to confine asbestos quantities.The above test report relates only to the items tested and may not be reproduced in any form without the express written approval of EMSL Analytical,Inc. EMSL's liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client.Samples received in good condition unless otherwise noted. NVLAP Lab Code 101147-0.AIKA IMLAP 180179,MA AA000188 PLM-1 THIS IS THE LAST PAGE OF THE REPORT. 1 l .30901232 1 8. 0 9 0123 2 EFASL-MA EMSL-CT EMSL-NY EMSL-NJ " 7 Constitution Way, Ste 107 4 Fairfield B)vd. 307 West 380'Street j 107 Haddon Avenue Woburn,MA 01801 Wallingford,CT 06492 New York, NY 10016 t Westmont,NJ 08108 (781)933-5411 (203)284-5948 (866)448-3675 1 (800)220-3675 emsa�m (781)933-6412 Fax (2y03)294-5978 Fax _ (212)290.0058 Fax - j (856)8584960 Fax Your Name: fit ' . . Project Manager: i�� Company: -tt rz.CA c Street: 77 6uildial AveAvenue,Suite 401 W CltylStatelzip: Manchester, NH 03103 Rhone: (603)647-9700 Fax: (603)6414432 Email: Dolive►CT'"I:a 0I;.om Project Name U R hX �:�X'tan,% Project#:.a ��09-1 10'7 n: -) - - Project Locatlo &na 1-Iv..�� 1 Project State(US), p T1SR4�AROtfTK1 TSIA� 3 Hours ❑6 Nouns p 12 Hours 3 24 Hours O 49 Hours l7 72 Hows O 4 Days 050airs O 6.10 Days SAMPLE MATRD( O Air Bud 1 11 Sall 10 O 6litwilse V Diinlring Water I O Waslewater I OChiFn ther ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM-Air Flame Atomic, bsorptl Alt SamMvs D NIOSH 7400(A)Issue 2:August 1994 ❑Wipe,SW84674200ASTM [a non ASTM ❑Mold d Fungi by Air 0 Cel ❑ OS11A wnWA El Soil,SW846.700 ❑Mold d fungi by Agar Plate oouM It id TEM AlR C3 Air,NIOSN 7W ❑Bacteft Coven and Gram Stain D AHERA 40 CFR,Pal763 Subpart E D Chips,SW846-7420 or AOAC 5009(974.02) []Bacterial Cant and Idenlikation D NIOSH 7402 Lssue 2 ❑WestlwraW.SW 6467420 Water amples ❑EPA level d ❑TCLP LEAD SW846.1311f7420 D Total Coftmu.Fecal C 1ams AN S!Mull Graphite Furnace AI mic AbaorDt3on ❑EscherichiaCall,Fecal Sbept000ccus k18 Ak NIOSH 7105 ❑LeylOneea Nd Point Count 1�lltr e9ti~T42t= : P D C*Hiomia Air Resaace Board ICARB)435 D Sell.SW84�1i1f b, l:ra-waaWd� r uni ' D MOSH 9002 ❑Dri OV Water,EPA 239.2 yytM and Bulk SaMft ❑PLM NOB(Gmimatrlc)NYS 190,1 ICP-Inductlireh Coupled Iialrr� ❑Mold 6 Fungi-O'sad Eurninaton ❑EPA Point Count(400 Points) ElWoe.SW8460100ASTM El non ASTM ❑Mold 6 Fungi-(CUM"blow UP b ❑EPA POW Count(I J100 Points) ❑Soil,SW846.6010 died exandnelon N necessm) Q Standard Addition Point Count ❑Art,MOSH 7300 D Mold d Fungi-Culture(Count 8 ID) SOILS C)Mold 8 Fungi-U&M(Count Orly) ❑EPA Prolowl Quaftaque ❑Bacterial Cow b Gram Stain ❑EPA Protocol Quw*000e ❑Bacterial Count d kvn8(i wm EMSL MSD 9000 Meorod uberwrgram MATERIALS ANALYSIS (3 mosl prorninent types) ©Svpeftel EPA 5404t097-028("generation) ❑FulParlkle Iderg allon ❑Other. TEM 0 Optical Pale Ow Wcation D Orop Mount(ousmam) Q Oust Wes and lr>d Fragrraerd8 D CNdeid SOP-19B8.02 0 P,arWe Stye 3 D(stributkn 0 TEM NOB(GraaimetrIC)NY 195.4 ❑Product caapadsdn IAQ ANALYSIS ❑PaIntChara iftalm ❑Nuisance Owl(WSH0500It0500) ASTTi10 ST55A5(OuanNative) (3 Failure Anaysis o A'sbome Dust(PM10,TSP) TFMVIIIPt 0 CorrosianAnalrsis ❑SlwAnaysis by xRD []Nosh 7500 (]ASTM D$480.99 D Gbve Baer Copt wwd Study ❑HVAG Etihlency D Cm1111,10111"<] D Pttsosraphtc 4Rsrsiarar 01 Gwm% o c»w%d TEM WATER PoNard Cement In ftrlt l Abnospfiern ❑Ahbow 09 Mist 0 EPA 100.1 (OSHA 0-141) ❑Other. _ ❑ EPA 100-2 ❑Man Maft Vinous FPoers-MMVF's 0 NYS 196.2 ❑Synthetic Fiber Menf ication ❑Omer ❑Other, Additional InformaWirdCommenls/instructions: c -cN clit mi Sampled(S) O qA'0 i-B - o( c—f uwn--s^o 1G TOTAL.SAMPLE A `�5 - Relinquished; rVIL =�--.:; "_ i __— Data: i �` Thane: lti --- Ret Date: Time: I Relkrquished: t ' Dale: - Time: Received: Dario: The, „ly. ' �•r-,rs ^� ,C?r , ��J G� Page 1 OR I _ 13 0 9 01 2 3 2 EMSL— MA EMSL—CT EMSL,—NY ' EMSL—NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38'"Street ! 107 Haddon Avenue Woburn, MA 01801 Wallingford, CT 06492 New York, NY 10018 i Westmont,NJ 08108 (781) 933-8411 (203)284-5948 (866)448-3675 (800)220-3675 www.emsLo m 1 (781)933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax ; (856)858-4960 Fax SAMPLE NUMBER SAMPLE DE SCRIPTIONILOCATION VOLUME Air L Area Inches s . Relinquished: Date: Time: Received: Date: Time: Relinquished: Date: Time: Received: Date: Time: Page 2 o12 i t' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 `'M s• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): osil a er (01120ftfieh Address: Areet Sv*ife, .303 City/State/Zip: 50/he✓WL m A 02.113 Phone.#: 612- 874- 6 M Are you an employer?Check the appropriate X: Type of roject(required): 1.El am a employer with 4. I am a general contractor and I t employees(full and/or part-tim.e). * have hired the stab-contractors 6. New construction CZ .2.❑ I am a sole proprietor or partner-, listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. gDemolition (p f} working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. $ 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself o workers' co right of exemption per MGL y � mP• 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *An applicant_that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Hdmeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees Below is the policy andjob site information. P Insurance Company Name: 4fiU IO>~ Policy#or Self-ins.Lic.M C. 006 S- Expiration Date: 02 01 10 AA, �� $2- 02,og -0� Job Site Address: � �� .J►, City/State/Zip: w Attach a copy of the workers'compensation policy declaration page(showing the policy number and expira ion date). J Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce ' under tthhee pains and_p(enalties of perjury that the information provided above is true and correct. Si ature: �1 04fw ✓0 V4 Date: Phone#: /!7" 1 a /1 ya Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in.the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides.therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in tiie.commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor•.,#ny of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants ` Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),-address(es)and.phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete;and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office`of Investigations has'to contact you'regarding the applicant. Please be sure to fill in the Ipermit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town).'A copy of the affidavitthat has been officially stamped or marked by the city or town may be provided-to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: k, The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigatim. 600 Washington Street Boston, MA 02111 TO. #617--727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia f r 1 n ` OS RANDER CO PORATION April 23,2009 Mr.-lbomas Perry Director Building Division 200 Main Street Hyannis,MA 02601, Re: TD Banknorth 226 Fahnouth Road,Hyannis,MA 02601 Dear Mr.Perry, Please find attached Ostrander Corporation's required insurance certificate and affidavit of workers compensation in association with the demolition/building permit application for the TD Bank Hyannis branch construction at 226 Falmouth Road in Hyannis,MA 02601. We have also attached insurance certificates for(4)subcontractors that have been awarded contracts to date. At this time we request your acceptance ofthe attached certificates with the understanding that as we award future subcontracts we will update the insurance requirements at the Building Division. We appreciate your consideration. Sincerely, H.Frank McCarthy H.Frank McCarthy Senior Project Manager Ostrander Corporation Cc:Richard Wood-Site Super. 35 Medford Street,Suite 303,Somerville,MA 02143 T.617.876.6854 F.617.876.6928 www.ostrandercorp.com r ATIONAL UNION FIRE- INSURANCE COMPANY OF PITTSBURGH, PA. 0069194-00 `+ `Y_�WC 006-95-6715 13072 013-82-0209-00 RLVAN OSTRANDR CORPORATION 8 MEDFORD STREET Member Companies of MERVI LLE, MA 02143-0000 American International Group 10270- SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC9 I.D# MA UI WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INFORMATION PAGE INSURED IS PREVIOUS CORPORATION REWRITE 009839609 OTHER WORKPLACES NOT SHOWN ABOVE: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE- WC990610 ITEM 2 POLICY PERIOD 12:01 A.M.standard time at the Insured's mailing address FROM 02/07/09 TO 02/07/10 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ SOO.000 policy limit Bodily Injury by Disease $ 500,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI WV D. This;policy Includes these SEE EXTENSION OF ITEM 3.D. OF THE INFORMATION PAGE- WC990612 ITEM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Estimated Total Rate Per Estimated Classifications Code Number Remuneration $100 OF Re- Premium ❑X Annual❑3 Year muneration Q Annual ❑3 Year SEE EXTENSION OF ITEM 4. OF THE INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES $1 ,295 EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $338 MA MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $21 ,258 If indicated below,interim adjustments of premium shall be made: Semi-Annually Quarterly Monthly DEPOSITPREMIUM 01/28/09 PARSIPPANY 82 Issue Date Issuing Office Authorized Representkkive WC 00 00 01 39967(RaVd 04108) . rr J�6S r n� C45 2 0 + ,son 03oS I eth viornll so8 -88g-M -1 '1 -At S� � (e n+Cvr o o as1�a1 �re S sTQt�h �hL Siw,e wu 16 . Ste;to 2 A 02-013 L tsa- Ze'► 1 90 - 397 -tool 2oY I ke%11 QCCAVI*u� (On u4104 AC. tC A rt✓L F-4S4oy\. MA o23.93'- 'I.4 0I .10 s08- vo - o0 54j Arc vi Vol diAr"t low -,A AID Owl I 610537 4/14/2009 7:06:08 PM PAGE 2/004 Fax Server ClientM492 7 SL HASSE ACORD- CERTIFICATE OF LIABILITY INSURANCE DATE(UMMO -M 04114109 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION USI Insurance Svcs of NE,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 6360 HOLDER-THIS CERTIFICATE DOES NOTAMEND,EXTEND OR Manchester,NH 03108-6360 ALTER THE COVERAGE AFFORDED BY THE POUCIES BELJOK 6O3 625-1100 INSURERS AFFORDING COVERAGE NAIL# INSURED INsuRERA.. Em to Fire Insurance Com 20648 S.L.Chasse Welding 8 Fabricating,Inc. want RR: Noah River Insurance Company 21105 8 Christine Dr. INSURER a Granite State WC Manufacturers Trust 99990 Hudson,NH 03051 INswwit Ix Granite State Insurance Company 23609 INsuRER a OneBeacon Insurance Company 21970 COVERAGES THE POUCHES OF INSURANCE USTEO BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POUCY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAW,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.8=51ONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAM CLAIMS. TYPEOFINSURANCE POLICYNUMBER POCICYEFFECg POLEEiPRRA N LOUIS A GENERALLVRBLLITY 7100239250000 07101/08 07/01189 -EACH OCCUR s100o O0o X COMMERCIALGENERALLIASILITY M41AAGETOPREMISES REHITm st 000 000 CLAIMS MADE QX OCCUR MEDEXP(AnvanoAofum) S70 00 PERSONAL AADVINAIRY 31,800,00(1 GENERALAGGREGATE s 000 000 GENL AGGREGATE LIMIT APPLIES PER: PROME75-COMPAOPAGG s2 000 000 POLICYF1PRO- D LI]C A AUTOMOBILE LIAIRLITY 7180239250000 07/01/08 07101109 COMBIN DSINGLEUTAIT 51,000,800 ALL OWNED AUTOS RODILYINJUIty S SCHEDULED AUTOS (P&pa—n) X HIRBIAUTOS SOOILYINJURY S X NONCMEDAUTOS (Perecedenl) PROPERTY DAMAGE S (PereoeidenR► GARAGELIABILrtY AUTO ONLY-FAACCMENT S ANYALRO OTHERTHAN FAACC S AUTO ONLY. AGG S B I7MESSIUMBRELLAUAIMITY 553MI4135 07/01/08 07101/09 EAT9RRxx9.IRRENCE $ 000000 X OCCUR F CLAIMS MADE AGGREGATE 510,000,000 S HB S X RETENTION ' S 0 g C wORKERS coumSATION AND WC0199237-NH 01101/09 12131/09 X I WC STATU- OTH- D N PRO ETOWPARTNEUE)Hrdru'IIVE 1 EN L ANY WCOU6485M-MA 12WOB =4109 EL EACH ACCIDr $500 000 H�PRI OFFlCERM USEREJU;LUDEW YeeSee Description EL DISEASE-FA EMPLOYEE 3500000 1 II deaAhe under TgrpVISIONSb0InW EL.OISEASE-POLICYUMIT 13500,QDC E OTHER Scheduled 7900038320001 07/01/00 07/01160 Special Form$433,500 Equipment Leased/Rented$100,000 DESMIPTI NOFOPERATIONSILOCATIONSIVEHILESIQCLUSR)NSADDEDBYENODRSEMENTISPECIALPROVISIONS •Excluded on Workers Comp.: Stephen L Chasse(OwnedOffieer) Ostrander Corporation and TD Bank N.A.and Mayflower Cape Cod LLC and Simon Property Group are named ai additional insured an all Liability policies on Project 09.03 TD Bank N.A.,226 Falmouth Road,Hyannis,MA as required by written (See Attached Descriptions) CERTIFICATE HOLDER CANCEUATION SHOULD ANY OF THE ARM DESCRIBED,POLICIES DE CANCELLED BEFORE THE EIIPIRATIDN Ostrander Corporation DATETHEREOF,THE ISSUING IRSURERWILL ENDEAVOR ToMALL _1L DAYSWRITEN 35 Medford Street,Suite 383 NOTICE TO THE COMFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TODo30SHAM Somerville,MA 02143 IMPOSE NOOBUGATIONOR LIABILITY OF ANY IDND UPON'ME MMAER,ITS AGENTS DO REPRESENTATRYES. Aj =RWM REPRESENTATIVE li.db i ACORD 25(2001109)1 of 3 #S33841511M3376826 BMSCA 9 ACORD CORPORATION 1988 610537 4/14/2009 7:06:08 PM PAGE 3/004 Fax Server IMPORTANT If the certificate holderis an ADDITIONAL INSURED,the policypes)must be endorsed. Astatement on this certificate does not confer rights to the cerUBcate holder in lieu of such endomement(s). If SUBROGATION IS WAIVED, sub)ecd to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of insurance on the reverse side of this form does not constitute a contract between the issuing Insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon. ACORD 2"(2001108) 2 of 3 #S33841511M3378826 610537 4/14/2009 7:06:08 PM PAGE 4/004 Fax Server Fir contracL Waiver of Subrogation applies Workers Compensation IIndts In the State of Massachusetts are statutory. ��MMMAIR � AMS - 2L3(2001105) 3 of 3 #533841511M3378826 04/15/2009 10:05 9785212192 THESIGNCENTER PAGE 02 -' CERTIFICATE OF LIABILITY INSURANCE DINSIG DA 04/5 09 K THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS No RIGHTS UPON THE CERTIFICATE TD Insurance, Inc. {SF) HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR BO Box 3600 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, West Springfield M& 01090-3600 NAIC Phone:413-181-5940 Fax:413-133-7122 INSURERS AFFORDING COVERAGE �gU D AMER A: vravalerc ZW-4"0y CtmP=1V 25658 aW INsu1�IlE Wesco Insurance Company 25011 In�tignia Inc pzzU C Tiavel�Ra IndttafLty of AM^tt°a 2SS66 D8A The Sign Center 1.9445 Haverhill MA 01830 U�AiFRD. vaa�t anlan tssn pCteatmcyf ed INSURER I- COVERAGES ne pOUC,S ap M1F xE Us=eq rAV HAVE BEEN rab=TO 1Ke WSAEO NWM ABOVE FOR THE POLICY PERIOD MCATID.NmVVRWANDINU ANY REOIRREMEW.TEi*A OR CMVff ION OF ANY CDNiRAIT OR OntA DOCIA4ENI WRH RESPECT TO VNCH THIS CEIiRI:WE MAYBE ISSUED OR MAY PE yuK IHE lmgAwx AFFORLEn eY TFE PLT-K H UEsmmEED►¢REIN 15:a19A:Ci M ALL THE TERNS.R7(CLUSIUNGMID COI rr'DNS OF SUCH POLU:FS.AGC41EC-ATE LIMIM WOWN MAY HAVc BEEN REDUCEL1 BY PAID CLAWS. AOUCY NUMe� p DATE (GDIYYYYI LDS L-M R Type OF INSURANCE 1000000 OMMAL LNeILRY EACH OCCI�RRENCT� $ C % X COMMEROUGENWLIIABILIP/ 6605858C38A 12/12/08 12/12/09 FTggesIEg!Rewarwe?i• g100000 .• CLAIMSMADR: U OCC= MEDEXPJt atePQTn1 $10000 PERSONAL A AOV(NARY t 1000000 GMER&AWITECrATE _$2000000 GEMLAc+ERCGATELIMR APPLIES PER: FRODUCTS•GAATPAGG f 2000000 POLICY X I.IE�CT LOC AUTOMOBILE I.WAffY COMBQ�D6IF�LELRMI( 31,000,000 A ANYAM BA8642C340 (MA) 12/12/08 12/12/59 (tinmiowt) _ X ALL OVMFD AUTOS BODILY INJURY $ !Pu pmaanl X RCIiEDu.EDa.�tnR . � Y. HIRr D.VJlos nwiLy R Apy F IPU 6MICIO H) }C E�SIDLINAINED NJTOS X BUSINESS AUTO 8A59651C281 (NH) 12/12/08 12/12/09 pttopERTyDAWE t - 1Nr 4n6onrAl GARAGE UA L"Y ALRO ONLY-EA ACCa NT S C ANY AM 660585SC39A 12/12/09 12/12/09 O%ERTHAN EAACC a P1JIL�ONLY_ AGG F EXCE351UMBRE6LAL1A8R.RY EAMOCCURRENCF_ t 3000000 D omit CUUMSNAM- SE017492600 12/22/08 12/12/09 AGCRECATE 3000000 ••a Ltm.11IM E a RETEN OM 6 8 OR IMO CO nON x TDRY LIMBS `ei AND OMPLOYERS'LMB&" vim B ANY PROPAIETORIPI1iTTN6R0EaffIVE I MWC3002474 12/12/08 12/12/09 EL EACHAcCIDEK $500000 _ 0�1 `t UnEDY LJ El..DWJSE-EAEMPcc� z500000 (Pla�C.E,ll NN1 Itya dvxroeLmuSr EL OIBFJ -POLIGYUMR ;500000 ' SPECIAL PRovislCRS Eol�++ aT►�i DBSCRIPTION OF OPMUMONS I LOCATIONS I VEHICLES I EXCLUSIONS ARM BY ENDORS BENT f SPECIAL PROVISIONS Ostrander Corporation and TD Bank N.A. and Mayflower Cape Cod LLC and Simon property Group are hereby named additional insured in regards to general liability on project 09-03 TD Bank N.A. , 226 Falmouth Road, Hyannis, MA. *10 Days notice for nonpayment of premium. CERTIFICATE HOLDER CANCELLATION SHOLAO ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EVIRATION DATE THEREOF,TH6 t99U1NG INSURER MALL RNDEAVOR TO MAIL 30* DAYS wRmEm NOTICE TO THE CERi MICATE HOLDER NAMED TO THE LEn SLR FAILURE TO 00 SO SHALL IMPOSE No OC rAnoN OR IJABILRY OF ApW KIND UPON TM INSURER ITS AOENM OR Ostrander Corporation Ostn RBPRESENTATRAR, 35 Medford St. , Suite 303 AUTWORURDRBPMENTATNE somerville MA 02143 TD Insurance, Inc. ACORD 25(2009AH) 0ISM7009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are ro$Oslared marks of ACORD 04/15/2009 10:05 ' 9785212192 THESIGNCENTER PAGE 03 IMPORTANT if the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmative.ly or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 RaG91011 I 04/15/2009 10:05 9785212192 THESIGNCENTER PAGE 02 co CERTIFICATE OF LIABILITY INSURANCE oPID iNSIG-1 1 04/15/09 K THIS CERTIFICATE 15 ISSUED AS A 91WTTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD Insurance, Inc. ($F) HOLDER.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR PO Box 3600 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, West Springfield MA 01090-3600 Phone:413-181-5940 Fax:413-733-7722 INSURERS AFFORDING COVERAGE NAIL INSURED Wrd1RERN 4raaalerc W-tanit$eaapanY 25658 IMLIFER9 Wesco Insurance Company 2503.1. insignia Inc 25666 ABA The sign CenterI�1iAERC TraveleA? Lndemntey at AM"—' Haverhill40orchardlStreet 0 et I6LI ER0. UAVL amen rue etacot=0 e1 k9445 INSLIRER I COVERAGES THE POLICIES OF IWI ANCE LISTED E£I.OW HAVE BEEN r.WM m THE WSLRED NAD ABOVE FOR THE POLICY PERIOD OUCATED.NMWM`ISTAIDING ANY REONREMW.TE14A OR C=r(ION OF ANY CWMACT OR OTHER DQC<IMENI WITH RESKCT TO VMCH THIS CERTIFICATE MAY 13E ISSUED OR NAY PERTAW.THE[tMM WM AFTORuEn HY Tte PatJM DESCRIBED HFREW 15 ca1giECT TO AU.THE TcRf S.E)rCW KM MID C=ITIDNS I;SUdi PoUNEs.AGeWEGATR LIMITS SHOWN MAY HAVE BEEN REDUCEi19Y PAID CLAw- LTR; RR— TYPE OF INat"CE POUCY NUMB pp DATE r007YYYYt L1MR3 ALLUMI Y EACH OCCLOWENCE €1000000 C X }{ MmMWCCtALWMALIJAGILITY 660595BC38A 12/12/08 12/12/09 PREMISEsIEsnrcummel. $100000 CUUMS MAOP. LJ OCW NED EFP IAny cm rwr l f 10000 PERSONAi AADV(NARY 61000000 GErVERAI.ACC-qff1h4ATE 5 2000000 6ErrLaccdiGEATEUMtTAPPUESPER: PRODUCTS-GOMPIOPAGO 12000000 POLIC � Y X LOC AUTOMOBILELOBILTY COMEHMSIMLELUr si,000,000 A MY AUTO BA8642C340 (MA) 12/12/08 12/12/09 (EnaaelmQntl X ALL OWW-D AUTOS ODDLY KERY ; X RCHEDLIUMAI.OM (Pe*ParaarA X HIREDAUMS IIODILY F41I6rY S 7C PRIN mm mAIJRIS [Parsedom) X SU5INSSS AUTOBAS969C287 (NH) 12/12/08 12/12/09 pROpEmy�pc,E i It'er gnrialntl OARAC-E UA9LRY AM ODIY-EA AI.CICO > C AIYAUM 660585SC38A 12/12/09 12/12/09 071,)ERTHMI en ACC : AUM ONLY. AG6 f UCE30IUMBREL&ALIA2ILIT1 EACE+OCCLRRENr.F 93000000 n X omai CLAIMsluv+t>- BE017492600 12/12/08 12/12/09 AGMEEATE • 43000000 a CETI1K:TiRI$ S REWITIOM S S ORKFRo co WhNSAom X TORT LIMITG EIT AND EMPLOYERS.LIAIM" H ANY PROPRIETORPIVTTNER1MainVE 1-1 MC3002474 12/12/08 12/12/09 E1CACHACCDEW $s00000_ (014nlalalary NN), tJ E.L.1 -EA EMPLOYEE s S00000 Ilyyaa daailheraPKT EL DIBFi�-POLICYLIMIT $500000 SRECUIL F 110L trNS tmim oTIffR Der FnON OF aPMATIOW,rLOCATMNSI VEHICLES IEkCLUfONSADDWBYENDOR:EWGNrtW-RIALPROVISIOR Ostrander Corporation and TD Bank N.A. and Mayflower Cape Cod LLC and Simon Property Group are hereby named additional insured in regards to general liability on Project 09-03 TD Bank N.A. , 226 Falmouth Road, Hyannis, M. *10 Days notice for nonpayment of premium. CERTIFICATE HOLDER CANCELLATION 8HOULD AIY OF THE ABOVE DESCRIBED POLICES BE CANceam BEFORE THE EXPIRATION OATS THEREOF.WE MOVING WSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE FOLDER NAME TO THE LEFTS OUT FAILURE TO DO SO SHALL IMPOre NO OBLIOATON OR UAB&"OF AW WND UPON THE(MURI A ITS AGOM OR Ostrander Corporation REPRERENTATKO, 35 Med£oxd St. , Suite 303 AUTHORIMDREPRMWATTVE Somerville MA 02143 TO Insurance, Inc. ACORD 25(20091M) ®1908 ZB09 ACORD CORPORATION. Ail lights rasaryed. The ACORD name and logo are registered marks of ACORD 04/15/2009 10:05 97B5212192 THESIGNCENTER PAGE 03 IMPORTANT If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in Neu of such endorsement(s). if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, not does it affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon, I, ACORD 25(2009/011 4E5ANCTIS INS Fax:7819335645 Aor 14 2009 15:44 P.01 AC RD CERTIFICATE OF LIABILITY INSURANCE OPID LR D.TE 04 IYOO/ PROFS-1 />,409 09 PROOULEIL �. j T IS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION 01 ILY At)D CONFERS NO RIGHTS UPON THE CERTIFICATE De9anetis Insurance Agcy, Inc- HC ILDFIR.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 36 C uaImIngs Park AL TER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Woburn MA 01801 ; I Phone:781-935-0480 Fau:781-933'5645 SINS RE}ZSAFFOR0INGCOYERAClE NAM O IRBURW INSU ERA ecotttpala.lneuranw CiV'—.Y INSU RD Travelers 01899 Professional Fire Systeme, Inc INSU SRC: WrentthtameM?. OZO'93 , Suite 2A II$ FRo. INSU f,:e COVERAGES THE POUCIESOLWAIRRXEUSTMBELOW HAVE KEN LSSUEDTO THE INSURED NANiEOABOVE I OR THE POLICY PERIOD 901CATC0•AgTvmTtgTayp»+G .ANY REGUMMENT.TERM CR CONDITION OF ANY CONTRACTOR OTHER DOCUMr-NT LYISM RESPEOT TO aNICH THIS CEMWICATE MAY BE LSSL*o OR MAY PERTAIIt,THE INSURANCE AFFOROED BY TWE POLICIES DESCRIBED►uE1rt IS SUBJECT T4 ThE TERM.EXC:USIONSAND CONDITIONS OF SUCH POLICIES AGGREGATE LLSfTS SHOWN MAY NAVE BEEN REOLZED BY PAID CLAMS. LTR INS TYPE OF UTSURAHCE POLICY NCIVEER fE it OATS D DATE IN6U0 LptlT9 CENENALLULBILITY - } SACe7 OCCURRENCE I.S 1,0;00 000 - A X COMMERGaGDePALL"LaY BCS0019326 03 29/09 03/29/10 t 100,000 . CL-Ara MADE ®OCCUR MED E W(AlyweOflaDA,l al ——— -- PEASONAL&AZVIWURY t 1 0.00 1,00D f LI GiNERAL AGGREGATE S 2,0.00 O00 GENLAGOREGATELWTAPPLIEBPER: _ I PRODUCTS-CONIP)OPAGO 92,000,000 JECT POLICY PRO- LOC AUTOM00R4UA8uTY ' ANrAtrtO COM�es� F SINGLE 1,000,000 ALL OY/NEO AtIf03 BODILY INJLIRY S � S X st?IEDULEDxlros. HA9II55La95 12/,19/08 12/19/09 . X HIRECIAUIOS f - - 8001Y INJURY = X NON�YJNEDAUTOS �. - � tPlrEllJO6n0 - 'PROPERTY DAMAGE t 14 awc;esM) GARAGE UA841TY AL40ONLY-6AACCIDENT 2 _ ANY AUTO OTHER MAN FAACC t AUTOONLr - AGG i - 1EXCs86Imt8ii 1LA UA&LiTY fACN OCCURRENCE S rj 000,000 A X OCCLA DCLAJM9?IADE XLS0058344 03 29/09 03/29/10 AGGREGATE 15,000,000 DEDUCTIBLE ,S RETENTION t t WOW"SCOMPENSATfONANO ,._ X TORYULaIIs. EIi 1EMPLOYERS•LJABLIIY $ AWPAOPRWTOR(PARTNERIUKECUTAIE WCX0U81923T88608 12 13l08 12/13/09 EA.EAC+LACCIDENT S 1,000,000 OFFICERMEMaEREXCLWED" HA El'.OISEASfl-EA EMPLOYEE 91,000,000 UYa9 dnoiaa SPECIAL PitpVISIONS C010w E.L.DISEASE•POL ICY LIMIT S1,000,000 O'TNFJt - - - k DESCRIF1,100 OF OPERATIOtIt I LOCATIONS)VMICL.ESIEXC6USIONS.ADDED BY Ev00RSEMENT I 1PECIAL PAWASANS "ADDITIONAL INSURED LIMITS ARE NO GREATER THAN FIE UIRED BY WRITTEN CONTRACT" Additional Insureds as respects to the GL/Auto/Ehnb policies: Ostrander Corporation, TD Bank N.A. , Mayflower Cape Cod LLC and Simon Property Group. PROJr-CT: TD Bank N.A., 226 Falmouth Rd,: Hyannis, IIA, Project 009-03. CERTIFICATE HOLDER CANCELLATION OSTRA-1 A+tOULAANYOFTHEADDVE02SCRIBEDPOLICIEL:BCCAHCELLEOOCrORETWEEXDIRATION O IAATS THEREOF,THE ISSUDIO INSURER WILL ENDEAVOR TO MAIL 30 ws wRmmii WI TICS TO 1NE cmPFcr.A%KOL vER;KAMED TO THE LEFTY BUT FAILURE TO 00 TA RHALL Ostrander Corporation. IYt0SE No 0BU0ATION OR UAGUTY Of ANY KINO UPON THE ti1SURER ITS AGENTS OR 35 Medford Street, Suite 303 Somerville MA 02143 �PRE9EH AITHOMT EP ATB/E ACORD 25(1001108} 0 ACORD CORPORATION 1988 DATE(MM/DD/YYYY) LACORD,>" J CERTIFICATE OF LIABILITY INSURANCE 04/14/2009 PRODUCER Aon Risk services, Inc. of Massachusetts THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY One Federal Street AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS Boston MA 02110 USA CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PHONE- 866 283-7122 FAX- 847 953-5390 INSURERS AFFORDINGCOVERAGE NAIC# INSURED INSURER A- Charter Oak Fire Ins Co 25615 Reilly Electrical Contractors, Inc. INSURERS: The Travelers Indemnity Co. 25658 14 Norfolk Avenue Easton MA 02.375-1907 USA INSURER : St Paul Fire & Marine Insurance Co. 24767 .o INSURERD: Insurance Company of the State of PA 19429 x' INSURER E: COVERAGES SIR applies per terms and conditions of t e o Ic THE POLICIES OF INSURANCE LISTED BELOW 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED INSR ADDII TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVEPOLICY EXPIRATION LTR S LAH1S DATE(MM\DD\YY) DATE(MM\DD\Yl� B GE2 FIL41,LIABIIITY DTC07546895AIND08 07/31/08 07/31/09 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $500,000 CLAIMS MADE ® OCCUR PREMISES(Ea occurence) MED EXP Any one person 10,000 O, PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 Obi GENL AGGREGATE LIMIT APPLIES PER: m PRODUCTS-COMP/OPAGG $2,000,000 M ❑ POLICY ® PRO- LOC O JECT O Ln A AUTOMOBILE LIABILITY DTA08107546B95ACOF08 07/31/08 07/31/09 COMBINED SINGLE LIMIT p X ANY AUTO (Ea accident) $1,000,000 Z ALL OWNED AUTOS y BODILY INJURY u SCHEDULED AUTOS (Per person) HUED AUTOS BODILY INJURY V NON OWNED AUTOS (Per accident) NX Camp Ded: $500 PROPERTYDAMAGE X Coll Ded: $500 (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO H OTHER THAN EA ACC AUTO ONLY AGG C EXCESS/UMBRELLA LIABILITY QK06900297 07/31/08 07/31/09 EACH OCCURRENCE 5, 0,0 aOCCUR ❑ CLAIMS MADE AGGREGATE $15,000,000 RDEDUCTIBLE R ETENTION $10,000 D WORKERS COMPENSATION AND WC5316086 07/31/08 X JWC STATU- OTH- EMPLOYERS'LIABILITY h1ORY LB41TS HIR E.L.EACH ACCIDENT $500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS _ E.L.DISEASE-POLICY LIMIT $500,000 below _ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEMCLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS - Ostrander Corporation, TD Bank N.A., Mayflower Cape Cod, LLC and Simon Property Group are included as Additional Insureds on all policies except workers compensation on Project 09-03 TO Bank N.A., 226 Falmouth Road, Hyannis, MA. CERTIFICATE HOLDER CANCELLATION Ostrander Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 35 Medford St Suite 303 DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL nZ6 Somerville MA 02143 USA 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES.. AUTHORiZEDREPRESENTATIVE J/y 94.11aCie��xlo _ J CORD 25(2001/091 ACORD CORPORATION 1 881 L 1 f c ASBESTOS ABATEMENT REPORT BLANCHARDS LIQUORS 226 FALMOUTH ROAD HYANNIS, MASSACHUSETTS TERRACON PROJECT NO. J1097107 APRI L 23,2009 Prepared for.• TD Banknorth 1000 MacArthur Boulevard Mahwah NJ 07430 Prepared by. Iremacon 77 Sundial Avenue,Suite 401W Manchester, NH 03103 Irerracon April 24, 2009 TD Banknorth 1000 MacArthur Boulevard Mahwah, NJ 07430 ATTN: Mr. Larry Decker E-MAIL: Larry_Decker(ZDTDBanknorth.com PHONE: (802) 879-2122 Re: Asbestos Abatement Report Blanchards Liquors 226 Falmouth Road Hyannis, Massachusetts Terracon Project No. J1097107 Dear Mr. Decker: Terracon is pleased to provide you with this report regarding asbestos consulting services conducted at the above-referenced project site. Asbestos consulting services were conducted in general accordance with our proposal PJ1090030 dated March 26, 2009 and the abatement specifications dated March 10, 2009. A description of abatement work activities, daily logs, and other project-related documents are contained in the attached report and appendices. We appreciate the opportunity to be of service to you on this project. If there are any questions concerning,the report, or if we may be of further assistance, please contact us at 603-647-9700. Sincerely, Terracon Consultants, Inc. David G. Oliver, CMI Michael R. Burke, PG, LSP Sr. Project Manager Sr. Principal Dept Manager/Environmental Services /mm Terracon Consultants, Inc. 77 Sundial Ave., Suite 401W Manchester, NH 03103 P [6031 647 9700 F 16031647 4432 terracon.CDM TABLE OF CONTENTS Terracon 1.0 GENERAL .................................................................................................................1 1.1 Asbestos Abatement Objective...............................................................................1 1.2 Site Location...........................................................................................................2 2.0 ABATEMENT PROCEDURES...................................................................................2 2.1 Work Area Preparation.................. ......................2 .2.2 General ACM Removal Practices............................................................................3 2.3 ACM Waste Handling Procedures...........................................................................3 2.4 Final Visual Clearance Inspection...........................................................................3 2.5 Encapsulation.........................................................................................................4 3.0 AIR SAMPLING.........................................................................................................4 3:1 Air Sampling Equipment.........................................................................................4 3.2 Final Air Clearance Sampling................................................... 4 ............................... 3.3 Sample Analysis .....................................................................................................4 4.0 RESULTS AND CONCLUSIONS...............................................................................5 4.1 Material Removal and Disposal..............................................................................5 4.2 Final Clearance of Abatement Work Areas..............................................................5 5.0 GENERAL COMMENTS............................................................................................5 APPENDICES Appendix A Air Monitoring Reports Appendix B Limited Asbestos Bulk Sampling Report ASBESTOS ABATEMENT REPORT BLANCHARDS LIQUORS 226 FALMOUTH ROAD HYANNIS, MASSACHUSETTS TERRACON PROJECT NO. J1097107 1.0 GENERAL This report presents the results of Terracon's asbestos abatement consulting services performed at the former Blanchards Liquor store located at 226 Falmouth Road in Hyannis, Massachusetts. Terracon provided the asbestos abatement monitoring services in general accordance with our proposal PJ1090030 dated March 26, 2009 and the abatement specifications dated March 10, 2009. 1.1 Asbestos Abatement Objective The objective of Terracon's asbestos consulting services was to document the removal of the previously confirmed asbestos-containing materials (ACM) and monitor air quality in accordance with regulatory guidelines and project specifications. This report has been prepared for the exclusive use of TD Banknorth and shall not be conveyed to third parties without prior written consent from TD Banknorth and Terracon. Terracon's abatement monitoring services for this project included: • Confirming and documenting that asbestos abatement work was completed in accordance with the project technical specifications and applicable federal, state and local regulations. • Confirming that the ACM to be removed from the structure has been removed, and that post-abatement work surfaces were visually free of asbestos-containing debris. • Performing final air clearance sampling of asbestos abatement work areas. • Limited spot bulk sampling of previously inaccessible soffit materials and roofing felt paper. Daily and clearance air monitoring reports are attached as Appendix A. The limited spot bulk sampling report is attached as Appendix B. i Asbestos Abatement Report Iren so In 226 Falmouth Road Hyannis, Massachusetts Terracon Project No. J1097107 April 24,2009 1.2 Site Location The former Blanchards Liquor store is located at 226 Falmouth Road in Hyannis Massachusetts. Asbestos abatement was performed in the following locations: • 1St floor beer room, bottle return area, boiler area, rear storage closet, restroom and retail area by the entry to the restroom. • Exterior soffit • Exterior built-up roofing areas 2.0 ABATEMENT PROCEDURES 2.1 Work Area Preparation Terracon mobilized a Commonwealth of Massachusetts certified Asbestos Building Inspector and/project monitor to the abatement project site to perform oversight and air monitoring services during asbestos removal activities. For interior abatement worts, critical barriers and containment .barriers were constructed by EnviroVantage, Inc., a Commonwealth of Massachusetts licensed asbestos abatement contractor, in accordance with the asbestos abatement technical specifications dated March 10, 2009 and state, local and federal regulations. The containment barriers were designed and constructed to prevent asbestos fiber migration to areas outside of the containment. Barriers were sealed at lap joints and gaps with duct tape and spray adhesive. Outside penetrations were sealed with sheeting or tape. A worker decontamination unit was attached to the containment area to provide entry to and exit from the abatement work area. Upon completion of containment barrier construction, a High Efficiency Particulate Air (HEPA)filtration machine was placed within the containment structure. The intake portion of the unit was located inside the enclosure and the filtered air discharge was directed outside of the building. Entrances into the abatement area were identified with appropriate asbestos warning posters and barrier tape. The exterior abatement work was completed by the abatement contractor within regulated, demarcated work areas. The contractor installed critical barriers over all ducts, vents or other openings in the work area. Drop cloths consisting of 6-mil polyethylene sheeting were placed on the ground below each work area. Workers used remote procedures from'the work area to the interior decontamination unit. 2 Asbestos Abatement Report lreffacon 226 Falmouth Road Hyannis, Massachusetts Terracon Project No.J1097107 April 24, 2009 2.2 General ACM Removal Practices Removal of the ACM was performed in accordance with project plans and technical specifications and state and federal regulations using wet methods under full containment conditions. The removal of the asbestos materials consisted of performing the following activities: • Thoroughly wetting the ACM with amended water; • Double-bagging ACM waste or wrapping the ACM waste in two layers of 6-mil polyethylene sheeting with appropriate labels; and • Cleaning exposed substrates, containment surfaces, and polyethylene sheeting by wet wiping and HEPA vacuuming followed by spray application of a lock-down encapsulant. 2.3 ACM Waste Hand ling+Procedures Each bag of ACM waste was sealed, wet-wiped, placed into another 6-mil polyethylene bag labeled with appropriate asbestos warning labels and generator information and loaded into a covered transport 'trailer. Items that could not be placed in bags were wrapped in two layers of 6-mil polyethylene, sealed, wet-wiped, labeled with the appropriate asbestos warning labels and EPA regulated generator information, and loaded into roll-off containers. The ACM waste was transported by Service Transport Group (New Castle, DE) to Minerva Landfill, Inc. of Minerva, Ohio, an appropriately permitted asbestos waste landfill. A copy of the signed hazardous waste manifests should be provided by the abatement contractor to the Massachusetts .Department of Environmental Protection in accordance with current Commonwealth of Massachusetts regulations. The Contractor should submit this document to the State as part of the submittal package, but ultimately it is the Owner's responsibility to make sure that the State receives a copy of the waste shipment record document. 2.4 Final Visual Clearance Inspection Following removal of the ACM, Terracon performed a visual assessment of the containment area and for the exterior regulated work area. The floors, ceilings, abatement barrier.walls, horizontal surfaces and areas adjacent to the containment and regulated work areas were checked for visual evidence of residual ACM or ACM debris. Based on the results of our 3 Asbestos Abatement Report lrerracan 226 Falmouth Road Hyannis, Massachusetts Terracon Project No. J1097107 April 24, 2009 observations, the abatement contractor was instructed to either perform additional removal/cleaning or was provided clearance to proceed with encapsulation. 2.5 Encapsulation Following a final visual clearance survey and approval by Terracon, the abatement -contractor spray applied a lockdown encapsulant to the exposed interior substrates and containment barrier surfaces. 3.0 AIR SAMPLING Air sampling was conducted during the course of this project in accordance with the project specifications and state and federal regulations. For the interior work sampling stations were located inside the work area, at the entry to the decontamination unit, adjacent to primary barriers, and at the HEPA exhaust. For exterior work, air sampling stations were established upwind and downwind of the regulated work area and inside the building: 3.1 Air Sampling Equipment Air samples collected during this project were obtained using calibrated air sampling pumps and appropriate asbestos air sampling filter cassettes. Each air sampling cassette was placed on a stand approximately 4 feet above the floor, oriented downward at approximately 45 degrees from the horizontal, and connected to the air sampling pump via flexible tubing. 3.2 Final Air Clearance Sampling Final air clearance samples were collected within the interior abatement work areas following final visual clearance and encapsulation. The air within the containment barriers was agitated using a 1 horse power leaf blower and stationary fans. A minimum sample volume of 1,200 liters of air was collected for clearance samples. 3.3 Sample Analysis Air samples collected during the asbestos abatement project were analyzed by Phase Contrast Microscopy (PCM) in accordance with National Institute for Occupational Safety and Health (NIOSH) method 7400 and Commonwealth of Massachusetts requirements. Air samples were analyzed by Terracon's contract laboratory, EMSL Analytical of Woburn, Massachusetts. Terracon's contract laboratory is accredited under the American Industrial 4 I Asbestos Abatement Report Irerri acon 226 Falmouth Road Hyannis, Massachusetts Terracon Project No.J1097107 April 24, 2009 Hygiene Association (AIHA) Laboratory Accreditation Program and certified by the Commonwealth of Massachusetts. Air sampling reports are attached as Appendix A. 4.0 RESULTS AND CONCLUSIONS 4.1 Material Removal and Disposal Based on our observations, approximately 1,500 square feet (ft 2) of asbestos containing joint compound on gypsum board was removed from the interior abatement work areas. Approximately 450 sf of asbestos containing joint compound on gypsum soffit board and 3,000 sf of asbestos containing built-up roofing felts and associated flashing compound was removed from the exterior abatement work areas. The ACM waste was transported by Service Transport Group (New Castle, DE) to Minerva Landfill, Inc. of Minerva, Ohio, an appropriately permitted asbestos waste landfill. A copy of the signed hazardous waste manifests should be provided by the abatement contractor to the Massachusetts Department of Environmental Protection in accordance with current Commonwealth of Massachusetts regulations. The Contractor should submit this document to the State as part of the submittal package, but ultimately it is the Owner's responsibility to make sure that the State receives the copy of the waste shipment record document. 4.2 Final Clearance of Abatement Work Areas Final visual inspections indicated that the ACM identified to be removed from the abatement work areas has been removed, and that post-abatement work surfaces were visually free of asbestos-containing debris. Analytical results of the final air clearance samples indicate airborne asbestos fiber concentrations within the interior containment area were less than the 0.01 fibers per cubic centimeter(f/cc) PCM clearance criteria established for the project. 5.0 GENERAL COMMENTS The analysis and conclusions in this report are based upon data obtained while monitoring asbestos abatement activities. The professional services provided and judgments rendered on this project are consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. Terracon does not warrant the worts of regulatory agencies, laboratories or other third parties supplying information that may have been used in the preparation of this report. No warranty, express or implied, is made. 5 APPENDIX A AIR MONITORING REPORTS Client Name: TD Bank 1 rerracon Client Location- TD B St.George Road City/Stare: Wflghan,VT Project Name: TD Bank Hyannis Collected By: Meghan Emmert Project Location: 226 Falmouth Road City/state: Hyannis,MA - Fiber Count Worksheet Project No: J1097107 Sample Dale: 9-Apr-09 v4981.2.1 jfh Sample Set No.: 40909 Blank Blank Fibers Fields Avg.of Field Analytical Method: NIOSH 7400 Rev.3.Issue 2(8115194) Finer ECA: 385 mm2 Lab No. Field No. Blanks Microscope 3 I.D.No.: Olympus CH-2 Microscope Field Area: 0,00785 mm2 5 040909-A-0 0 100 CV-coefficient of variation 6 040909-A-ge 0 100 0 1 Uadel-eusch CV: 0.449 Lab. Field Type Location Activity Fibers Fields Sample Fld.- Fibers/mm Flow Rate(Umlo) sample Time(min) Vol.(L) CV I LOQ(//cc) F/cc Comments Sample No. Sample No. Not<7 Blank Fill Avg. Pre- Post Ave Stan Slo Total 1 A•01 1 Up Wind 2 5.5 100 3.0 3.0 3.0 0801 15101 429 1283.74 0.449 0.0027 <0.0027 2 A-02 _ 1 Up wino 2 9 100 _ _ 9 _ _ _1i.5 _ 3.0 _3.0 _ 3.0 0802 1511 429 1283.74 0.421 0.0027 0.0034 3 A-03 1 Downwind 2 7 100 7 8,9 3.0 3.0 3.0 0805 1514 429 1283.74 0.449 0.0027 <0.0027 4 A-04 1 Downwind 2 6.5 100 3.0 3.0 3.0 0806 1515 429 1283.74 0.449 0.0027 <0.0027 Tomisamgn eendcoum 6 4«Enter tab Sample Number Here 61 100 WALUE! ayALUE! 2.99 1 4291 1283.74 0.0027 <0.0027 #VALUEI Microscope Ad'ustments: Sample Type: Activity: - Phase Test 1 OSWA= Outside Work Area 1 BKGD=eackground - Micmmeter 2 IWA= Inside Work Area 2 REM=Removal Analyst' Date:13-Apr-09 Focus on Samples 3 P= Personal 3 CL=ctearence Typed Name: Wayne Froehlich,EMSL Adjust Field Ins 4 STEL= Shod Term Exposure Limit 4 PA=Post Abalamenl Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GB-Glovebag Reviewed By: Date: 6 B/0=Sao Out 7 NA=PF= Not Analyzed/Pump Failure 7 AMB=Ambient Detection limit: 7 flbers/mmZ 8 NA-OLF= Nat Analyzed/Overloaded Finer 8 PREP=Work site Prep 9 NA-WDF= Not Analyzed/Water Damaged Fater 9 CU=Clean up 'Reanalyze All Samples Use 24 hour clock time(Military Time) Lab Bench Sheet 04-13-'09 18:16 FROM-EMSL Wallingford, CT 2032845978 T-362 P002/004 F-070 EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford, CT 06492 Phone: 203.284.5948 Fax: (203)284.5978 Err as l: wr lling1faw rhsim-0.cnm slat: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: o4113109 9:05 AM Suite 401-W EMSL Order: 240900936 Manchester,NH 03103 Fax: (603)647-4432 Phone: (603)647-9700 EMSL Proj: Project: J1097107 TO Bank Hyannis Analysis Date. 4/132009 Report Date: 4/13/2009 Fiber Count by Phase Contrast Microscopy(PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15/94 Volume LOD Fibers/ Fibers/ Sample Location Sample Dare (lWers) Fibers Fields (lib/cc) mnd ee Notes 040909-A-01 Upwind south west 1283.74 <6.5 100 0,002 4.0 <0.002 240900936.0001 side of bldg 040909-A-02 Upwind north west 1283.74 9 100 0.002 1 t.5 0,003 240900438-0002 side of bldg 040809•A-03 Downwind northeast 1283.74 7 100 0,002 5.92 0.003 240800986-0003 corner 040909•A•04 Downwind southeast 1283.74 6.5 100 0.002 8.28 0.002 240900939-0004 corner 040909-A-05 Field blank <5.5 100 <7.0 Feld Blank 240900998.0005 040909•A-06 Blank -6.5 100 <7,0 Feld Blank 240900938.0008 The results reported have been blank corrected as applicable. Analyst(s) r J•J c.�L: r �-+� (J C� Wayne�r0ehl-w Wayne Froehlich.Asbestos Technical Coordinator or other approved signatory Limil of dotoclion is 7 ribpr•Jmmk 1-he laboratory is not responsible for data reposed in fibers/cr.which;c dependent on volume collected by non•laboratofy personnel.This report relates only to The samples reported above.The test results contained within this report meet the requiremenla of NELAC unless otherwise noted.Tha report mrry not be reproduced. 6+CO13t in lylT,witheut Wdnelt approval by EMSL.Unless otherwise noted.the results in this report have not been blank Corrected.samples received to good condition unless otherwise noted. Anarysis performed by EMSL Wallingford QCnna.8.6 THIS IS THE LAST PAGE OF THE REPORT. t 04-13-'09 18:16 FROM-EMSL Wallingford, CT 2032845978 T-362 P003/004 F-270 EMSL y MA EMSL-CT i EMSL-NY I, EMSL�-NJ 7 Constitution Way,Ste 107 4 Fairfield Blvd. 307 West 3801 Street 1107 Haddon Avenue Woburn, MA 01801 Wallingford,CT 06492 New York,NY 10018 , Westmont, NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 ; (800)220-3675 wwwemslcom (781)933-8412 Fax _, (203)284-5978 Fax r (212)290-0058 Fax i (856)858-4960 Fax Your Name: Ram ;ryle*N(in &Mawx-�- Project Manager: 'tk,y;cl Company: f�-R,a.�ta.1 Street: 77$urldial Avenue, Suite 401 W CitylState/zip: Manchester,NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: Dotiverg- [ "'4com Project Name 'b v- NIRMMM 5 Project ff: 10:1 Project Location: to ni$ t Project State(US): TURNAROUND TIME 0 3 Hours 116 Hours 1 ❑ 12 Hours LEI 48 Houra 0 72 Hours D 4 Days ❑5 Days 0 6.10 Day SAMPLE MATRIX Air 1 Q Bulk I D Soil b Wi e ❑Mlcro•Vac ❑Drinkirt Water b Wastewater O Chips ❑OIAer ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM-Air Flame Atomic Absorption it Sam )es NOSH 7400(A)Issue 2:August 1994 ❑Wipe,SW846.7420171ASTM ❑non ASTM ❑Mold d Fungi by Ain 0 Call ❑ OSHA wfrWA ❑Soil,SWO46.742D DMo10 b Fungi by Agar Plate cant 3 id TEM AlR ❑Air,NIOSH 7082 []Bacterial Count and Gram Stain ❑ AHERA 40 CFR.Pan 763 Subpart E ❑Chips,SW846.1420 or AOAC 5.009(974.02) ❑Bactehal Count and Identification El NIOSH 7402 issue 2 ❑Wastewater,SW 846.7420 Water Samples ❑ EPA Level II ❑TCLP LEAD SW846-131117420 ❑Total Colifonno,Fecal C01dorms PLM-Bulk Graphite Furnace Atomic Absorption D Escherichia Cofti Fecal Sveptocoaus D EPA 6001R-0116 Q Air,NIOSH 7105 D Legionelta ❑NY Strabled Point Count ❑WastewaW,SWO46.7421 D Salmonella Q Cafitomia Air Resource Board(CARB)435 ❑Soil,SWO46.7421 D Glardia and Cryplosporidnrm ❑NIOSH 9001 ❑Drinking Water.EPA 239.2 Wipe and Bulk Samples D PLM NOB(Gravimetric)NYS 198.1 ICP-Inductive) Counted Plasma D Mold it Furhi-DiWExan>halim 0 F-PA fait Count(400 Points) DWipe,SW846 601017ASTM []non ASTM []Mold 6 Fungi-(Culture blowup to D EPA Point Count(1.1100 Points) ❑Sol,SW846.6010 direct axaminafgn it neov=s ry) ❑Standard Addition Point Count ❑Air,NIDSH 7300 ❑Mold 6 Fungi-Culture(CmrN d ID) SOILS Mold 3 Fungi-Cullum(Cool only) ❑EPA Protocol QualilaWe ❑Baderial Count 3 Gram Stan ❑EPA Protocol Quantitative ❑Bacterial Count d Identification O t:MSL MS09000 Method fibers/gram MATERIALS ANALYSIS (3 most prominenl typos). ❑Supedund EPA$40•R097Q8(dust generation) El Full Porlide Identification ❑Other TEM BULK ❑optical Particle tdentificaVon D Drop Mount(Qualtative) ❑Dust Mlles and Insect Fragments 0 Chatfield SOP•198M D Particle Site 6 Dtctribi4on D TEM NOB(Gravlmo*)NY 198.4 D Product Comparison 1AQ ANALYSIS TEM MICROVAC ❑Pakit Characlerizalon ❑Nuisance Dust(NIOM 05W d OW01 E3 ASTM D 5755.95(Quantitative) ❑FaRu%Analysis ❑Airborne Dust(PM10,TSP) TEM WIPE ❑CormsionAnaysis ❑Silica Analyst yXRD [3K, MI) ❑ASTM D-6480.99 ❑Glove Box Corilainmerit Study D HVAC E18aency ❑QualitativeQ O Petrographic Examination of Concrete ❑Carbon BtKk TE WATER ❑Portend Cement in Workplace Atmospheres ❑Airborne Oil Mist ❑ EPA 100.1 (OSHA ID-143) ❑ EPA 100.2 ❑Man Made Vltrous fibers-MMVF3 Frof V2 ❑ NYS198.2 [1 Synthetic Flberldentification 0 1<J 0 Other. D Other. Ann I Additional Information/Comments/Instructions: g q. Client Sample i(Sy _0 4040q-(_O I Mocl oq- q- w TOTAL SAMPLE t Relinquished; ----- ---- —---------- Date: Time; Received: Date: Time: Relinquished: Date: Time: Received: Date: Time: . Page I 2 04-13-'09 18:17 FROM-EMSL Wallingford, CT 2032845978 T-362 P004/004 F-070 I EMSL—MA EMSL CT ; EMSL—NY EMSL—NJ 7 Constitution Way,Ste 107 4 Fairfield Blvd. 1307 West 38ei Street 107 Haddon Avenue Woburn,MA 01801 Wallingford, CT 06492 New York,NY 10018 i Westmont,NJ B8108 (781)933.8411 (203)284-5948 .(866)448-3675 (800)220-3675 vwwrXMI'mm ! (781)933-8412 Fax (203)284-5978 Fax - = (212)290_0058 Fax -� (856)858-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONILOCATION VOLUME Air Ana s OqO �K� St ak iZ'ir 3 1 t C1 c tq -0 Z as- & Oiaq A`U n ui•1ti puC 1 ,t CCr i LL Relinquished: Date: Time: Received: 6 Date: I Time: Relinquished: bate: Time: Received: Date: Time: Page 2 d 2 I Client Name: TD Bank Clieff1 re rraeo n Project t Name: TD B n George Road City r state: Williston,m Project Name: TD Bank Hyannis Collected By: Meghan Emmert Project Location: 226 Falmouth Road City f state: Hyannis.MA Fiber Count Worksheet Project No: J1097107 Sample Data: 10-Apr-09 v4981.2.1 jfh Sample Set No.: 41009 Blank Blank Fibers Fields Avg.of Field Analytical Method: NIOSH 7400 Rev.3.Issue 2(WISP94) Filter ECA: 385 mm2 Lab No. Field No. Blanks Microscope 6 I.D.No.: Olympus CH-2 Microscope Field Area: 0.00785 mm2 6 041009-A-015 0 _ 100 Cv=coerricknf o1 variation 7 041009 A 0 100 0 Liedel-Busch CV: 0.449 Lab. Field Type Location Activity Fibers Fields Sample Fld.- Fibers/mm Flow Rate( min) sample Time(min) Vol.(L) CV LOQ(floc) F/cc Comments Sample No. Sample No. Not,7 Blank Fld Avg. Pre- Post Ave Sion slo Total 1 A-01 1 Up Wind 2 5.5 100 4.0 4.0 4.0 0715 1120 245 980 0.449 0.0035 -0.0035 2 A-02 1 uvvvind 2 5.5 1o0 4.0_ 4.0 4.0 0716 1121 _245 980 0.449 0.0035 0.0035 3 A-03 1 Downwind _ 2 8 100 _ 8 __1_0.2_ _ _4.0 4.0 4.0 0717 1122 245 980 0.434 0.0035 0.0040 4 A-04 1 Downwind 2 5.5 100 _ _ _4.0_ 4.0 4.0 0718 1123 245 980 0.449 0.0035 <0.0035 _ 5 A-05 1 retail --- 2 7 100- 7 8;9 4.0 4.0 4.0 0719 1124 245 _ 980 0.449 0.0035 <0.0035 Total S-pbe Blind Count 7 1 «Emer Lab Sample Number Here 7 100 7 8.9 rt ALUE! 4vALUE! 4 1 2451 980 1 0.0035 <0.0035 VALUE! Microscope Adjustments: Sample Type: Activity: Phase Test 1 OSWA= outside work Area 1 BKGD=Background Micrometer 2 IWA= inside Work Area 2 REM=Removal Analyst: Date:13-Apr-09 Fetus on Samples 3 P = Personal 3 CL= Cteamnce Typed Name: Wayne Froehlich.EMSL Adjust Field Ids 4 STEL= Shod Tenn Exposure Limit 4 PA=Post Abatement . Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GS =Glovebag Reviewed By: Date:. 6 BID=Bag Out 7 NA=PF= Not Analyzed r Pump Failure 7 AMB=Ambient Detection Limit: 7 fibers/mm2 8 NA-OLF= Not Analyzed/overloaded Flier 8 PREP=work site Prep 9 NA-W DF= Not Analyzed/water Damaged Filter 19 CV=clean up 'Reanalyze All Samples Use 24 hour dock time(Military Time) Lab Bench Sheet From:8568581189 To:David Oliver Page:2/2 Date:4/13/20095:40:27 PM EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford, CT 06492 phone: 263-2;M-5942 Fax: (203}7g4-5978 Emall: wsllingfordlabrrl,emsl.com Attn: David Oliver Customer ID: JAwoSo Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/13/09 9:05 AM Suite 401-W EMSL Order. 240900934 Manchester, NH 03103 Fax (603)647.4432 Phone: (603)647-9700 EMSL Proj: Project: J1097107 TD Bank Hyannis Analysis Date: 4/13/2009 I Report Date: 4/13/2009 Fiber Count by Phase Contrast Microscopy (PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8115/94 Volume LOD Fibers/ Fiberi/ Sample Loeadon Sample Dare (liters) Fibers Fields (/-rb/ee) mm, cc Notes 041009-A-01 Exterior upwind 980.00 5.5 100 0.003 7.01 0.003 240900934-Ml southwest 041009-A-02 Exterior upwind 980.00 <5.5 100 0.003 <7.0 <0.003 240900934-0002 northwest 041009-A-03 Exterior downwind 980.00 8 100 0.003 10-2 0.004 240900934-0003 northeast 041009-A-04 Exterior downwind 980.00 <5.5 100 0.003 <7.0 <0.003 240900934-0004 southeast 041009 A-05 Retail,at bathrooms 980.00 7 100 0.003 8,92 0.004 240900934-0005 041009-A-06 Field blank <5.5 100 <7.0 Field Bank 240900934-0006 041009-A-07 blank <5.5 100 <7,0 Field Bank 240900934.OW7 The results reported have been blank corrected as applicable. 1 r _Analyst(s) k 1 r�',t �L+'4' Wayne Fmeh/ich(7) Wayne Froehlich,Asbestos Technical Coordinator or other approved signatory Limit of detection is 7 fibers/mm'.The laboratory is not responsible for data reported in fibemlec,which is dependent on volume collected by non-laboatory personnel.This report relates only to the samples reported above.The lest results contained within this report meet the requirements of NELAC unless otherwise noted.This report may not be reproduced, except in full,without wriltan approval by EMSL.Unless otherwise noted,the results in this report have not been blank corrected.Samples received in good condition unless otherwise i noted. Analysis performed by EMSL W ellingford PCM-7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 I =4oaoo9sa N s nr v v ; EMSL-MA EMSL-CT EMSL-NY EMSL-NJ 7 Constitution Way,Ste 107 4 Fairfield Blvd. 307 West 38'Street 107 Haddon Avenue Woburn, MA 01$01 Wallingford,CT 06492 New York, NY 10018 I Westmont, NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 ! (800)220-3675 www.emsl.com (781)933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax j (856)858-4960 Fax Your Name: Nr1ref Project Manager: _ ea hu r\ .wit►�.(� j Company: -raze-mr-OZ Street: 77 sundial Avenue, Suite 401W City/State/Zip: Manchester, NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: DoliverceTiSSACPycom Project Name -Tb s`"n V_ kya nn' S, Project#: 3.10 q-7 I o -) Project Location: �} �at1 n� S Project State(US): fl,1 TURNAROUND TIME ❑ 3 Hours ❑ 6 Hours ❑ 12 Hours 19 24 Hours J ❑48 Hours ❑72 Hours 114 Days ❑5 Days F5 6.1—Days SAMPLE MATRIX ❑ Air ❑ Bulk ❑ Soil ❑ Wipe 1 ❑Micro-Vac I ODdriking Water ❑Wastewater I ❑Chl s O Other ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PC&Air Flame Atomic Absorption A r Samples NIOSH 7400(A)Issue 2:August 1994 ❑Wipe,SW846.7420❑ASTM ❑non ASTM ❑Mold&Fungi by Air 0 Cell ❑ OSHA wRWA ❑Soil,SW846.7420 ❑Mold&Fungi by Agar Plate count&id TEM AIR ❑Air,NIOSH 7082 ❑Bacterial Count and Gram Stain ❑ AHERA 40 CFR,Part 763 Subpart E ❑Chips,SW846.7420 or AOAC 5.009(974.02) []Bacterial Count and Identification ❑ NIOSH 7402 Issue 2 ❑Wastewater,SW 846.7420 Water Samples ❑ EPA Level 11 ❑TCLP LEAD SW846-131117420 ❑Total Collorms,Fecal Cordorms PLM-Bulk Graphite Furnace Atomic Absorption ❑Eschericha Cob,Fecal Streplococws ❑EPA 600/R•931116 ❑Air,NIOSH 7105 ❑Leglonella ❑NY Strallfied Point Count ❑Wastewater,SW846.7421 ❑Satmone8a ❑California Art Resource Board(GARB)435 ❑Soil,SW846.7421 ❑Glardia and Cryplosporidum ❑NIOSH 9002 ❑Drinking Water,EPA 239.2 Wipe and Bulk Samples ❑PLM NOB(Gravimetric)NYS 198.1 ICP-Inductively Coupled Plasma ❑Mold&Fungi-Direct Examination ❑EPA'Point Count(400 Points) ❑Wipe,SW846.60100ASTM ❑non ASTM ❑Mold&Fungi-(Culture Wow up to ❑EPA Point Count(1.000 Points) ❑soil,SW646-6010 direct examination it necessary) ❑Standard Addition Point Count ❑Air,NIOSH 73DO ❑Mold&Fungi-Culture(Count&ID) SOILS ❑Mold&Fungi-Culture(Count only) ❑EPA Protocol Quafitafive ❑Bacterial Count&Gram Stain ❑EPA Protocol Quantitative MATERIALS ANALYSIS D Bacterial Count&Identification ❑EMSL MSO 9000 Method fibers/gram (3 most prominent types) ❑Superfund EPA 540-RD97-028(dust generation) ❑Fun Particle identification ❑Other. TEM BULK ❑Optical Particle Identification ❑Drop Mount(Qualitative) ❑Dust Miles and Ir ad Fragments ❑Chatfield SOP-198E-02 ❑Particle size&Dlsbibu8on ❑TEM NOB(Gtavimetric)NY 198.4 O Product Comparison IAQ ANALYSIS TEM MICROVAC ❑Paint Characterizaton ❑Nuisance Dust(NIOSH 0500&06W0 ❑ASTM 0 5755-95(Quantitative) ❑Failure Analysis ❑AUbome Dust(PM10,TSP) TEM WIPE ❑Corrosion Analysis ❑Silica Analysis by XRD ❑Wash 7500 ❑ASTM D-6480.99 ❑Glove Box Containment Study ❑HVAC Efficiency ❑Qualitative❑ ❑Petrographic Examination of Concrete ❑Carbon Black TEM WATER ❑Portland Cement in Workplace Atmospheres ❑Airborne 01 Mist ❑ EPA 1001 (OSHA ID-143) ❑Other. ❑ EPA 100.2 ❑Man Made Vitrous Flbers-MMVF's ❑ NYS 198.2 ❑Synthetic Fiber Identification .❑Other. ❑Other. �LrJ IJ Additional Information/Comments/Instructions: U g G c� Client Sample I(S) 1I UcI I ODc{—(� d 1 O L l 12 0-1' "G 7 TOTAL SAMPL Relinquished: n Date: to�O Ct Time: W t Received: Date: I Time: Relinquished: Date: Time: Received: Date: Time: Page 1oi2 r EMSL-MA EMSL-CT EMSL-NY EMSL-NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38 h Street 107 Haddon Avenue Woburn, MA 01801 Wallingford,CT 06492 New York, NY 10018 1 Westmont, NJ 08108 (781)933-8411 1 (203)284-5948 (866)448-3675 1 (800)220-3675 wwwemslcom (781)933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax 1 (856)858.4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONlLOCATION VOLUME Air L Arta Mhn C)tl 10 6 C - X(} *o . UP W -56, n u-e-ljr a � � q -n OS— e j-G:t A + cc orYc 3 - Oib N 10 Qq 14 0 -1 — APR 1 A Z009 Relinquished: Date: Time: Received: Date: Time: Rellnquished: Date: Time: 'eceived: Date: Time: Page 2 of APPENDIX B LIMITED ASBESTOS BULK SAMPLING REPORT Client Name: TD Bank Irerrecon Client Location: 2300 51.Geeorge Road City/State: Williston,VT ° Project Name: TD Bank Hyannis collected By: Maghan Emmert Protect Location: 226 Falmouth Road City I State: Hyannis,MA Fiber Count Worksheet Project No: J1097107 sample Date: 2-Apr-09 v49841.1 m Sample Set No.: 2 Blank Blank Fibers Fields Avg.of Field Analytical Method: NIOSH 7400 Rev.3,Issue 2(8/15/94) Filler ECA: 385 mm2 Lab No. Field No. Blanks Microscope A I.D.No.: Olympus CH-2 Microscope Field Arm: 0.00785 mm2 6 040209-A-0 0 _ 100 cv-coefficient of variation 7 040209A-07 0 100 0 Lledel.Busch CV: 0.390 Lab. Field Type Location Activity Fibers Fields Sample Fld: Fibers/mm Flow Rate(Umin) Sam to Time min) Vol.(L) CV LOO(floc) Floc Comments Sample No. Sample No. Not<7 .Blank Fld Avg. Pre- Post Ave Stan Slop Total 1 040209-A-01 1 Critical Storage 8 8 100 8 __ _10.2__ _3.0 3.0 3.0 _0625 1508 403 1205.94 0.434 0.0028 0.0033 _-_-_ 2 040200-A-02 1 Critical Cooler Area 8 12 100 _ 12 _ _15.3 -3.0 _ 3.0 3.0 0826 1510 404 1208.93 0.375 0.0028 0.0049 _ 3 040209-A-0 1 Bathrooms __ 8 _ 17 100 17 _ _ _3.0 3.0 3.0 0830 1511 401 1199.95 0.317 0.0029 0.0069 4 040209 A-0 2 Bottle Return 8 21 100 21 _ _ 26 8 1_9 1_ .9 1.9 0832 1513 401 785.549 0.286 0.0045 0.0134 Exterior North Side of 5 040209-A-05 1 Building 7 5.5 100 1.9 1.9 1.9 0835 1520 405 773.186 0.449 0.0044 <0.0044 Tow Samples Blind Count 7 2-Enter Lab Sample Number Here 101 100 10 12.7 0.3e055e 2.041757 2.99 404 1208.93 0.0028 1 0.0041 Acceptable Variance Microscope Adjustments: Sample Type: Activity: - phase Test 1 OSWA= Outside Work Area 1 BKGD =Background - Micrometer 2 IWA= Inside Work Area 2 REM=Removal Analyst: Date:&Apr-09 - Focus on Samples 3 P = Personat 3 CL=Clearance Typed Names Sara Sorey,EMSL - Adjust Field Ids 4 STEL= Shod Term Exposure Limit 4 PA=Post Abatement - Adjust Phase Rings 5 HEPEX= HEPA Exhausl 5 GB=Giwebag Reviewed By: Stephen Siegel,EMSL Date:6-Apr-09 6 BIO= Bag out 7 NA=PF = Not Analyzed/Pump Failure 7 AMB = Ambient Detection Limit: 7 fiberslmmz 8 NA-OLF= Not Analyzed/Overloaded Filter 8 PREP=work site Prep g NA- UF = Not Analyzed/Water Damaged Fitter 9 CU=clean Up 'Reanalyze All Samples W 2°"Use 24 hour dock time(Military Time) Lab Bench Sheet EIVISL Analytical, Inc. 107 Haddon Ave..Westmont, NJ 08108 Phone: (856)858.4800 Fax: (856)858-4960 Emall: vrestmontasblgb ebLEMSL.�om Ann: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/06/09 10:00 AM Manchester, NH 03103 EMSL Order: 040908323 Fax: (603)647-4432 Phone: (603)647-9700 EMSL Proj: Project: J1097103/TD BANK HYANNIS . Analysis Date: 4/6l2009 Report Date: 4/6/2009 Fiber Count by Phase Contrast Microscopy (PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15/94 Volume LOD Fibers/ Fibers/ Sample location- Sample Date (liters) Fibers Fields (fb/cc) mm2 cc Notes 040209-A-01 STORAGE AREA 4/2/2009 1205.94 8 100 0.002 10.2 0.003 040908323-0001 ADJACENT TO COOLER 040209-A-02 COOLER AREA 4/2/2009 1208.93 12 100 0.002 15.3 0.005 040906323-0002 040209-A-03 BATHROOM 4/2/2009 1199.95 17 100 0.002 21.7 0.007 040908323-0003 040209-A-04 BOTTLE RETURN 4/2/2009 765.55 21 100 0.004 26.8 0.013 040908323.0004 040209-A-05 EXTERIOR NORTH 4/2/2009 773.19 <5.5 100 0.003 <7.0 <0.003 040908323-0005 SIDE OF BUILDING 040209-A-06 FIELD BLANK 4/2/2009 <5.5 100 <7.0 Feld Blank 040908323-0006 040209-A-07 BLANK 4/2J2009 <5.5 100 <7.0 Field Blank 040908323-0007 The results reported have been blank corrected as applicable. Sara Sorey(7) Stephen Siegel,CIH,Laboratory Manager or other approved signatory Limit of detection is 7 riberslmm2. EMSL Inlerlaboratory Sr value-0.29 The laboratory is not responsible for data reported In fiberstec,which Is dependent on volume collected by non- laboratory personnel. This report relates only to the samples reported above.This report may not be reproduced,except In full,without written approval by EMSL Results have been blank corrected as applicable.Samples received in good condition unless otherwise noted. Analysis performed by EMSL W estmonl(NY State ELAP#10872,AIHA 4100194) PCM-7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 EMSL—,MA EMSL—CT EMSL—NY ; EMSL—NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38u'Street j 107 Haddon-Avenue Woburn, MA 01801 Wallingford, CT 06492 New York, NY 10018 , Westmont, NJ 08108 (781) 933-8411 (203)284-5948 (866)448-3675 i (800)220-3675 www.emsi,com (781)933-8412 Fax (203)284-5978 Fax. (212)290-0058 Fax (856)858-4960 Fax Your Name: on Project Manager: Company: _TEe2p.co.! Street: 77 6undial Avenue, Suite 401W City/State/Zip: Manchester, NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: Dolivertc'[ ,ycom Project Name Project##:- , Project Location: Project State (US): i• - TURNAROUND TIME D 3 Hours D 6 Hours D 12 Hours 10,,24 Hours a 48 Hours 1 D 71 Hours D 4 Days D 5 Days ❑6-10 Days SAMPLE MATRIX Air D Bulk 'D Soil D Wipe D Micro-Vac D Drinking Water D Wastewater D Chips ❑Other ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM-Air ( Flame Atomic Absorption Air Samples NIOSH 7400(A)Issue 2:August 1994 ❑wipe,SW846.7420❑ASTM [I non ASTM ❑Mold&Fungi by Air 0 Cell ❑ OSHA w1TWA ❑Soil,SW846-7420 ❑Mold&Fungi by Agar Plate count 8 id TEM AIR ❑Air,NIOSH 7082 ❑Bacterial Count and Gram Stain ❑ AHERA 40 CFR,Part 763 Subpart E ❑Chips,SW846.7420 or AOAC 5.009(974.02) ❑Bacterial Count and Identification ❑ NIOSH 7402 Issue 2 ❑Wastewater,SW 846-7420 Water Samples ❑ EPA Level ll ❑TCLP LEAD SW846.1311/7420 ❑Total Colifomrs,Fecal Coliforms PLM-Bulk Graphite Furnace Atomic Absorption D Escherichia Coli,Fecal Streptococcus ❑EPA 6001R•931116 ❑Air,NIOSH 7105 D Legionella ❑NY Stratified Point Count ❑Wastewater,SW846-7421 ❑Salmonella ❑California Air Resource Board(GARB)435 ❑Soil,SW846.7421 ❑Giardia and Cryptosporidium ❑NIOSH 9002 ❑Drinking water,EPA 239.2 Wipe and Bulk Samples ❑PLM NOB(Gravimetric)NYS 198.1 1CP-Inductively Coupled Plasma ❑Mold&Fungi-Direct Examination ❑EPA Point Count(400 Points) []Wipe,SW846-60100ASTM ❑non ASTM ❑Mold&Fungi-(Culture follow up to ❑EPA Point Count(1,000 Points) ❑Soil,SW846.6010 direct examination if necessary) ❑Standard Addition Point Count ❑Air,NIOSH 7300 ❑Mold&Fungi-Culture(Count&ID) SOILS ❑Mold&Fungi-Culture(Count only) ❑EPA Protocol Qualitative ❑Bacterial Count&Gram Stain ❑EPA Protocol Quantitative ❑Bacterial Count&Identification ❑EMSL MSD 9000 Method fibers/gram MATERIALS ANALYSIS (3 most prominent types) ❑Supedund EPA 540•R097-028(dust generation) ❑Full Particle Identification ❑Other. TEM BULK ❑Optical Particle Identification ❑Drop Mount(Qualitative) ❑Dust Mites and Insect Fragments ❑Chatfield SOP-1988-02 ❑Particle Size&Distribution ❑TEM NOB(Gravimetric) NY 198.4 ❑Product Comparison IAQ ANALYSIS TEM MICROVAC ❑Paint Characterizaton ❑Nuisance Dust(NIOSH 0500&0600) ❑ASTM D 5755.95(Quantitative) ❑Failure Analysis ❑Airborne Dust(PM10,TSP) TEM WIPE ❑Corrosion Analysis ❑Silica Analysis by XRD ❑Niosh 7500 ❑ASTM D-6480.99 ❑Glove Box Containment Study ❑HVAC Efficiency ❑Qualitative❑ ❑Petrographic Examination of Concrete ❑Carbon Black TEM WATER ❑Portland Cement in Workplace Atmospheres ❑Airbome Oil Mist ❑ EPA 100.1 (OSHA ID-143) ❑Other: ❑ EPA 100.2 ❑Man Made ViUous Fibers-A�vtVF�S P 1 E0 ❑ NYS 198.2 D Syntheti F�( a."ti� �l' 1 Y ❑Other: ❑Othe ►`r" .. �� 3 Additional Information/Comments/Instruclions: EMSL ANAL Client Sample#(S) r^.t I �( rj-a C 1 •( �C j- f�`C TOTAL SAMPLE# f ........... ------ — -- Relin uished: ------ ----—.... ---------... -.... —— --... --- q ;-..._:-:.. ;.. ... Date: Time: Received: I' Date: Time: Relinquished: �F :� Iriti Date: Time: Received: Date: Time: Page i of, — EMSL— MA EMSL—CT I EMSL—NY EMSL— NJ 17 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38'h Street 107 Haddon Avenuc Woburn, MA 01801 Wallingford,CT 06492 New York, NY 10018 Westmont, NJ 0810; -(781) 933-8411 (203)284-5948 (866)448-3675 i (800)220-3675 www.emsl.com (781) 933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax (856)858-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONILOCATION VOLUME Air L Area Inches CS�fy :., , 7�3:1y C•�4C. 1'� i�� 21d oic,c�1� i IV SAMPLES AGmPTEED FOR ANA,ysts BY EMSLANALYTICAL INC. Relinquished: Date, , Time: Received: Date: Time: Relinquished: Date: Time: Received: Date: Time: Page 2 c Client Name: TO Bank "re rracon Client location: St.Hyannis Road City f gee; Williston, m Project Name: TO TD B Bank Hyannis collected By. Meghan Emmert Project Location: 226 Falmouth Road City/State: Hyannis,MA Fiber Count Worksheet Project No: J1097107 Sample Date: 3-Apr-09 v49et.2.1 Ph Sample Set No.: 40309 Blank Blank Fibers Fieldg Avg.of Field Analytical Method: NIOSH 7400 Rev.3.Issue 2(8/15194) Filter EGA: 385 mm2 Lab No. Field No. Blanks Microscope R.I.O.No.: Olympus CH-2 Microscope Field Area: 0.00785 mm2 6 040309-A-0 0 __100 _ CV-coemcientofvariation 7 040309 A-0 0 100 0 Lisdal-Busch CV: 0.449 Lab. Flaid Type Location Activity Fibers Fields Sample Fld: Fibers!mm Flow Rate(Umin) Semple rime(min) Vol.(L) CV LOO(flcc) Floc Comments Sample No. Sample No. Not<7 Blank Fid Avg. Pre- Post Ave Sal so Total 1 A-01 8 Storage 2_ 3.0 3.0 _3.0 0815 1430 375 1122.15 0.0031 NA-OLF 2 A-02 1 Critical West Storage_ 2 _ 5.5 100 _ _ 3.0 3.0_ -.0_ OB32 1435 363 1086.54 0.449 0.0032 <0.0032 3 A-03 1 Decon� _ 2 6 100 _ 3.0 3.0_ _3.0_ 0835 1436 361 1080.26 0,449 0.0032 <0.0032 4 A-04 5 Neg Air/Dumpster 2 5.5 100 - 3.0 3.0 3.0 0840 1439 359 1074.27 0.449 0.0032 <0,0032 Ambient North side of 5 A-05 1 building 2 5.5 100 _ -3_0 3_0_ 3.0 0841 1440 359 1074.27 0.449 0.0032 <0.0032 Total Samples Blind Count 7 5--Enter tab Sample Number Here 61 100 /VALUES NvALuef-2-9-91 3591 1074.27 0.0032 <0.0032 !!VALUE! Microscope AdWstments: Sample Type: Activity: - Phase Test 1 OSWA= outside Work Area 1 BKGD=Background Micrometer 2 IWA= inside Work Area 2 REM=Removal Analyst: Date:6-Apr-09 - Focus on Samples 3 P= Personal 3 CL=clearance Typed Name: Sara Sorey,EMSL - Adjust Field Ids 4 STEL = shod Tenn exposure Limit 4 PA=Post Abatement - Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GB=clovebag I Reviewed By: Stephen Siegel,EMSL Data:6-Apr-09 6 8/0=Bag Out 7 NA=PF= Not Analyzed/Pump Failure 7 AMB=Ambient Detection Limit: 7 fibers/mmZ 8 NA-OLF= Not Analyzed/Overloaded Finer 8 PREP=work site Prep 9 NA-WDF= Not Anal ed f Water oamaged Filter 9 CU=clean up Reanalyze All Samples aw Use 24 hour dock time(Military Time) Lab Bench Sheet f EMSL Analytical, Inc. 107 Haddon Ave.,Westmont; NJ 08108 Phone: (856)858.4800 Fax:.(856)858-4960 Email:.we�tr!ontas. abbt -m Ann: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/06/09 11:15 AM Manchester, NH 03103 EMSL Order: 040908322 Fax: (603)647-4432 Phone: (603)647-9700 EMSL Proj: Project: J1097103/TD BANK HYANNIS Analysis Date: 4/6/2009 Report Date: 4/6/2009 Fiber Count by Phase Contrast Microscopy (PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15/94 Volume LOD Fibers/ Fibers/ Sample Location Sample Date (liters) Fibers Fields (Tb/cc) mm= cc Notes 040309-A-01 IWA,STORAGE 4/3/2009 Overloaded 040908322-0001 .040309-A-02 OWA,CRITICAL, 4/3/2009 1086.24 <5.5 100 0.002 <7.0 <0.002 040908322-0002 WEST STORAGE 040309-A-03 OWA,DECON, 4/32009 1080.26 6 100 0.002 7.64 0.003 040908322-0003 RETAIL 040309-A-04 OWA,NEG. 4/3/2009 1074.27 <5.5 100 0.003 <7.0 <0.003 040908322-0004 AIR/DUMPSTER 040309-A-05 OWA,AMBIENT 4/3/2009 1074.27 <5.5 100 0.003 <7.0 <0.003 040908322.0005 040309-A-06 FIELD BLANK 4/3/2009 <5.5 100 <7.0 Feld Blank 040908322-0006 f 040309-A-07 BLANK 4/3/2009 <5.5 100 <7.0 Feld Blank 040908322-0007 The results reported have been blank corrected as applicable. Analyst(s) Sara Sorey(7) Stephen Siegel,CIH,Laboratory Manager or other approved signatory Umlt of detection is 7 fibem/mm". EMSL interlaboratory Sr value 0.29 The laboratory is not responsible for data reported In fibers/cc,which is dependent on volume collected by non- laboratory personnel. This report relates only to the samples reported above.This report may not be reproduced,except In full,without written approval by EMSL Results have been blank corrected as applicable.Samples received in good condition unless otherwise noted. Analysis performed by EMSL Westmont(NY State ELAP 00872,AIHA#100194) PCM-7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 f I;EMSL--MA EMSL-CT EMSL-NY EMSL- NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38th Street 107 Haddon.Avenue Woburn,MA 01801 Wallingford,CT 06492 New York, NY 10018 Westmont, NJ 08108 1 (781) 933-8411 (203)284-5948 (866)448-3675 I (800)220-3675 wvrw.emsl.crom I (781) 933-8412 Fax-_ -- (203)284-5978 Fax _ (212) 290-0058 Fax - (856)858-4960 Fax Your Name: er- _ Project Manager: Company: TEQ.12e�.cos�r Street: 77 Sundial Avenue, Suite 401W City/State/Zip: Manchester, NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: Dolivercc T o,,lcom Project Name �\ is.:..,,v _ I1 Project#: ;i:..:i Project Location: i_ Project State (US): TURNAROUND TIME O 3 Hours O 6 Hours D 12 Hours I X24 Hours 1 ❑48 Hours 10 72 Hours D 4 Days ❑5 Days ❑6.10 Days SAMPLE MATRIX Air ❑ Bulk D Soil D Wipe O Micro-Vac ❑Drinking Water O Wastewater O Chips ❑Other ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM-Air Flame Atomic Absorption Air Samples ErNIOSH 7400(A)Issue 2:August 1994 ❑Wipe,SW846-7420DASTM ❑non ASTM ❑Mold&Fungi by Air 0 Cell ❑ OSHA w71WA ❑Soil,SW846.7420 []Mold&Fungi by Agar Plate count&id TEM AIR ❑Air,NIOSH 7082 ❑Bacterial Count and Gram Stain ❑ AHERA 40 CFR,Part 763 Subpart E ❑Chips,SW846.7420 or AOAC 5.009(974.02) ❑Bacterial Count and Identification ❑ NIOSH 7402 Issue 2 ❑Wastewater,SW 846.7420 Water Samples ❑ EPA Level II ❑TCLP LEAD SW846-131117420 ❑Total Colifomu,Fecal Coliforms PLM•Bulk Graphite Furnace Atomic Absorption ❑Escherichia Coli,Fecal Streptococcus D EPA 6MIR•931116 ❑Air,NIOSH 7105 ❑Legionetla ❑NY Stratified Point Count ❑Wastewater,SW846-7421 ❑Salmonella ❑California Air Resource Board(GARB)435 ❑Soil,SW846-7421 ❑Giardia and Cryptospoddium ❑NIOSH 9D02 ❑Drinking Water,EPA 239.2 Wipe and Bulk Samples ❑PLM NOB(Gravimetdc)NYS 198.1 ICP-Inductively Coupled Plasma ❑Mold&Fungi-Direct Examination ❑EPA Point Count(400 Points) ❑Wipe,SW846-60100ASTM ❑non ASTM ❑Mold&Fungi-(Culture follow up to ❑EPA Point Count(1,000 Points) ❑Soil,SW846-6010 direct examination if necessary) ❑Standard Addition Point Count ❑Air,NIOSH 7300 D Mold&Fungi-Culture(Count&to) SOILS ❑Mold&Fungi-Culture(Count only) ❑EPA Protocol Qualitative ❑Bacterial Count&Gram Stain ❑EPA Protocol Quantitative ❑Bacterial Count&Identification D EMSL MSD 9000 Method fibers/gram MATERIALS ANALYSIS (3 most prominent types) ❑Superfund EPA 540-RO97-028(dus(generation) ❑Full Particle Identification ❑Other. TEM BULK ❑Optical Particle Identification ❑Drop Mount(Qualitative) ❑Dust Miles and Insect Fragments ❑Chatfield SOP-1988-02 ❑Particle Size&Distribution ❑TEiM NOB(Gravimelric) NY 198.4 D Product Comparison IAQ ANALYSIS TEM MICROVAC ❑Paint Characterizaton ❑Nuisance Dust(NIOSH 0500&0600) ❑ASTM D 5755-95(Quantitative) ❑Failure Analysis ❑Airborne Dust(PM10,TSP) TEM WIPE ❑Corrosion Analysis ❑SilicaAnatysis byXRD ❑Niosh 7500 ❑ASTM D-6480-99 ❑Glove Box Containment Study ❑HVAC Efficiency D Qualitative[] ❑Petrographic Examination of Concrete ❑Carbon Black TEM WATER ❑Portland Cement in Workplace Atmospheres ❑Airborne Oil Mist ❑ EPA 100.1 (OSHA ID-143) ❑Other. ❑ EPA 100.2 ❑Man Made Vilrous Fibers-MMVF's ❑ NYS 198.2 ❑Synthetic Fiber Identification ❑Other: ❑Other. T Additional Information/Comments/Instructions: Fop,ANAI_Y C. F_NISI A NPLl Client Sample 8(S) C TOTAL SAMPLE If r„w.. ., Relinquished: - ------- -....--- -- ------------- -- q j�;-` --: -; Date: Time: Received: Date: Time: Relinquished: i k V 3 r_iiv;' Date: Time: Received: Date: Time: j FMSL—MA EMSL—CT EMSL— NY ' EMSL—NJ 17 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38'" Street 1107 Haddon Avenue Woburn, MA 01801 Wallingford, CT 06492 New York, NY 10018 Westmont, NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 i (800)220-3675 wvwr.emsi.corn ; (781)933_8412 Fax (203)284-5978 Fax-- (212)290_0058 Fax (856)858-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONILOCATION .VOLUME Alr L Area Inches s o�(c;:'.mot - ►�-c:a h i-lr�t�.�:�.�. ((: 1 p ED S i:ORAPlAI`(S'S Y,� FMSL Relinquished: �._.�• Date: Time: Received: Date: Time: Relinquished: Date: Time: :eived: Date: Time: -...-.._._..: m Cn Page 2 Client Name: TO Bank Client 2300 Goeorg Irerracon Project Name: : TDBan Hyannis Road City/state: VYIghan,VT Project Name: TO Bank Hyannis collected By: Meghan Emmert Project Location: 226 Falmouth Road city I state: Hyannis.MA Fiber Count Worksheet Project No: J1097107 Semple Date: 6-Apr-09 v4981,2.1 Im Sample Set No.: 40609 Blank Blank Fibers Fields Avg-of Field Analytical Method: NIOSH 1400 Rev.3,Issue 2(8/15194) Filter ECA: 385 mm2 Lab No. Field No. Blanks Microscope I.D.6 No.: Olympus CH-2 Microscope Feld Area: 0.00785 mm2 6 040609-A-0 0 100 eve coefficient o1 variation7 040609-A-01 0 100 0 Uedel-Busch CV: 0.449 Lab. Field Type Location Activity Fibers Fields Sample Fld: Fibers I mm Flow Rate min) sample Time(min) Vol.(L) CV LOO(f/cc) F/cc Comments Sample No. Sample No. Not<7 Blank Fld Avg. Pre- Post Ave Sian stop Total 1 A-01 1 Retail Critical _ 2 45.5 100 45.5 58.0 3.0L24 3.0 0710 1431 441 1319.65 0.188 0.0026 0.0169 2 A_02 1 Decon 2 _ 41.5 100 41.5 52.9 3.0 3.0 0711 1430 439 1313.66 0.198 0.0026 0.0155 3 A-03 5 Neg Air/Dumpster 2 5.5 100 _- ,. _-_ 3.0 3.0 0715 1426 431 1289.72 0.449 0.0027 <0.0027Ambient North side of 4 A-04 1 building 7 8 100 8 10.2 3.0 2.7 0718 1425 427 1160.37 0.434 0.0030 0.0034 5 A-05 2 Storage 2 99 79 99 159.6 3.0 3.0 0722 1422 420 1256.81 0.115 0.0027 0.009 Taal Sampan 811nd Court 7 3«Emer Lab Sample Number Here 5.5 100 rNALUE! VIALUE!F2.991 1 4311 1289.72 0.0027 <0.0027 #VALUEI Microscope Adjustments: Sample Type: Activity: - Phase Test 1 OSWA= outside Work Area 1 BKGD=eackground - Micromeler 2 IWA= Inside Work Area 2 REM=Removal Analyst: Date:9-Apr-09 - Faun on samples 3 P = Personal 3 CL=clearance Typed Na- Wayne Froehlich,EMSL - Adjust Field Ins 4 STEL= Shun Term Exposure Limil 4 PA=Post Abatement - Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GB=Giovebag Reviewed By: Date: 6 B/O=8390.1 7 NA=PF= Na Analyzed/Pump Failure 7 AMB=Ambient Detection Limit: 7 fibers/mm2 8 NA-OLF = Na Analyzed/Overloaded Flher 8 PREP=work site Prep 'Reanalyze 9 NA-WDF= Nat Analyzed/water Damaged Finer 9 CU =clean up Use a2 All Samples z4�v 24 hour dock time(Military Time) Lab Bench Sheel From:8568581189 To:David Oliver Page:414 Date:4/9/2009 8:40:14 AM EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford, CT 06492 Phone! 205-21hb5948 Fay! (20112E4-5978 Enmall! wsll1n,qOrdla.il&,en)3'.= Attn: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/08/09 9:10 AM Suite 401-W EMSL Order 240900891 Manchester, NH 03103 Fax (603)647-4432 Phone: (603)647-9700 EMSL P rot Project J109TI03 TD Bank Hyannis Analysis Date: 4/9/2009 Report Date: 4/9/2009 Fiber Count by Phase Contrast Microscopy (PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15/94 Volunee LOD Fibers/ Fibers/ Sample Ldeaaon Sample Dare (liters) Fibers Field; (rJ✓cc) mm' cc Narec 040609-A-01 Retail critical 1319.65 45.5 100 0.002 58 0.017 240900891-0001 040609-A-02 Deoon 1313.66 41.5 100 0.002 52.9 0.016 2409LV891-0002 040609-A-03 Neg air/dumpster 1289.72 <5.5 100 0.002 <7.0 <0.002 240900891-0003 040609-A-04 Ambient north side of 1160.37 8 100 0.002 10.2 0.003. 240900891.0004 building 040609-A-05 Storage,IWA 1256.81 99 79 0.003 160 0.049 240900891-0005 040609-A-06 Field blank <5.5 100 <7.0 Field Blank 240900891-0006 040609-A-07 Blank <5.5 100 <7,0 Field Blank 240900891-0007 The results reported have been blank corrected as applicable. Analyst(s) t�t_.rr �. 1 ell Wayne Froehlich(7) Wayne Froehlich,Asbestos Technical Coordinator or other approved signatory Limit of detection is 7 fibenJmm'.The laboratory is not responsible fordala reported in fibers/ce.which is dependent on volume Wheeled by nonaaboratory personnel.This report (aisles only to the samples reported above.The test results contained within this report meet the requirements of NELAC unless otherwise noted.This reportmay not be reproduced, except in lull,withoulwrilten approval by EMSL.Unless otherwise noted,the results in this report have not been blank corrected.Samples received in good condition unless otherwise noted. Analysis performed by EMSL Wallingford PCM-7.8.6 THIS IS THE LAST PAGE.OF THE REPORT. 1 From:8568581189 To:David Oliver Page:214 Date:4/9/2009 8:40:14 AM gMSL-MA EMSL-CT ! MSL-NY EMSL-NJ 7 Constitution Way,Ste 107 4 Fairfield Blvd. 1 307 West 380' Street ; 107 Haddon Avenue Woburn,MA 01801 Wallingford,CT 06492 New York, NY 10018 Westmont,NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 (800)220-3675 www.emsl.com 1_(781)933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax (856)858-4960 Fax Your Name: DauW-Al4ner a 1 Project Manager: �.. Company: '1tztZ-c* ctx-1 Street: 77 Sundial Avenue,Suite 401W City/State/Zip: Manchester, NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: DoliverC'(' j,-ycom Project Name -�t�°i�r ::. Project#: .) li✓c:t`(1 C" Project Location: l> ; r\t,r i :> Project State(US): (ri t1 TURNAROUND TIME ❑ 3 Hours ❑ 6 Hou s ❑ 12 Hours 24 Hours ❑48 Hours ❑72 Hours ❑4 Days 05 Days O 6.10 Days _ SAMPLE MATRIX D Air ❑ Bulk ❑ Soil ❑ Wipe D Iilicro•Vac 1 ❑Drinking Waterl CI Wastewater I ❑Chips 10 Other ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM•Air Flame Atomic Absorption Air Samples IOSH 7400(.A)!ssue 2:August 1994 ❑Wipe, p ,SW846.7420❑ASTM ❑non ASTM ❑Mold S Furngi by Air 0 Cell ❑ OSHA W/17WA ❑Sod,SW846.7410 , ❑Maid b Fungi by Agar Plate coon!b id TEM AIR ❑Air,NIOSH 7082 ( ❑Bacterial Count and Gram Stain ❑ AHERA 40 CFR,Pan 763 Subpart E ❑Chips,SW846.7420 or AOAC 5.009(974.02) ! ❑Bacteria!Count and Identification ❑ NIOSH 7402 Issue 2 ❑Wastewater,SW 84 -7420 Water Samples ❑ EPA Level If ❑TCLP LEAD SW846-131!77420 ❑Total Cotiforms.Fecal Colifonns PLM-Bulk Graphite Furnace Atomic Absorption ❑Escherichia Cori,Fecal Sbeplococcus ❑EPA 60=-931116 ❑Air.NIOSH 7105 ❑Legionella ❑NY Stratified Point Count ❑Wastewater.SW645-742t n ❑Salmonetia Califoma Air Resource Board(GARB)435 ❑Soil,SW846.7421 f ❑Giardia and Cryplosporidium ❑NIOSH 9002 ❑Drinking Water,EPA 239.2 Wipe and Bulk Samples ❑PLM NOB(Gravime;ric)NY5198-1 ICP-Inductively Coupled Plasma ❑Mold 3 Furgi-Direet Examnafon ❑EPA Point Count(400 Points) ❑Wipe,SW8456010❑ASTM ❑non ASTM ❑Mold 8 Fungi-(Culture follow up to ❑EPA Point Count(t,000 Poises) ❑Soil,SW846.6010 diced examination if necessary) ! ❑Standard Addition Point Count i ❑Air,NOSH 73M ❑Mold 8 Fur9!-Culture(Count 8 ID) SOILS ❑F&1d 8 Fungi-Culture(Count only) ❑EPA Protocol Qualitative —' ❑Bacterial Count 8 Gram Stain ❑EPA Protocol Quantitative ❑Bacterial Count&identification ❑EMSL IASD 9000Method riberstgrarr, MATERIALS ANALYSIS (3 most prominernl types) Superfund EPA 540-RO97-028(dust generation) ❑Fuli Particle Identification ❑Other TEM BULK ❑Optical Particle Identification. ❑Drop Mount(Qualitative) ❑Ousl?Ales and Insed Fragments ❑C hatfield SOP-1988-02 ❑ParlO Size 8 OisbiWtion ❑TEM NOB(Grmimetric) NY 128.4 ❑Produd Comparison IAQ ANALYSIS TEM MICROVAC ❑Paint Characterizafon ❑Nuisance Dust(NIOSH 0500&0600) ❑ASTM 0 5755-95( �«r-P�I ❑Failure Analysis ❑Airborne Dust(PM10,TSP) TEM WIPE I 1r; I ❑Corrosion Analysis ❑Silica Analysis by XRD ❑Niosh 750 �=� i- I1 I Glove Box Containment Stud ❑ASTM 0 6480�90 �� ❑ Y ❑HVAC EtCaenc7 ❑QuaBtative❑ r � ❑Petrographic Examination of Concrete ❑Carbon Black TEM WATER t',�'[ 41 �ii?:) �!I ❑PortlandCemen]in Workpiaco Atmospheres ❑Airborne Cil fAst ❑ EPA 100.1 i)f?`v l (OSHA ID-143) ❑ EPA 100.2 44�� (l ❑Man Made V!Uous Fibers-MMVF's ❑Other ❑ NYS 198.2 B N-7 "t��0 ❑Synthe6rc Fiber!dentification ❑Oiler: - ❑Other: Addi lional lnforma(ion/COmmen(s/Ins WcWns: Client Sampled(S) r.' ( '.t_ I - � t =' ;.I t i (A C 1 _ TOTAL SAMPLE p Relinquished: �. _._.._..-_.__ _._..- Date: , _- - - Time: Received: Date: Time: r __ Relinquished: Date: Time: Received: Date: Time: Page 1. From:8568581189 To:David a Oliver P e.31 Date:4l9t2009 8:40:14 AM 14 • u- -u- ��-- - -- --_ EMSL—MA '— EMSL—CT EMSL—NY EMSL—NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 3e' Street 107 Haddon Avenue Woburn, MA 01801 Wallingford,CT 06492 I New York, NY 10018 ! Westmont,NJ 08108 (781)93378411 (203)284-5948 (866)448-3675 I (800)220-3675 www.emsl.com (781)933-8412 Fax (203)284-5978 Fax (212)290-0058 Fax (856)858-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONILOCATION VOLUME Air Area onches so. r. , J)F:ccw' 511, i 'i .. By ` C)- -" Relinquished: f {L.' , „ Dale: c Time: Received- f Date: Time: Relinquished: Date: Time: Received: Date: Time: Page 2 of 2 Client Name: TO Bank re rraco n Client Location: TO B St.GeeorgeHyannis Road City/State: Williston,VT Project Name: TO Bank Hyannt3 collected ey: Meghan Emmert Project Location: 226 Falmouth Road City/State: Hyannis,MA Fiber Count Worksheet Project No: J1097107 Sample Date: 7-Apr-09 v498t.2.1 jm Sample Set No.: 40709 Blank Blank Fibers Fields Avg.of Field Analytical Method: NIOSH 7400 Rev.3,Issue 2(8115194) Fllter ECA: 385 mm2 Lab No. Field No. Blanks Microscope S I.D.No.: Olympus CH-2 Microscope Field Area: 0.00785 mm2 7 040709-A-0 0 100 CV-coefficient of variation 8 540709A-018 0 - 100 0 Liede1-11lusch CV: 0.449 Lab. Field Type Location Activity Fibers Fields Sample Fid: Fibers I mm2 Flow Rate(Umin) sample Time min Vol.(L) CV LOQ(f/cc) F/CC Comments Sample No. Sample No. Nol<7 Blank Fill Avg. Pre- Post I Ave sta Slop Total 1 A-01 1 _ Retail Critical _ 2 23 100 ___ 23__ _ _ _29.3 3.0 3_0 3.0 0730 1300 330 987.492 0.273 0.0035._ O0114 2 A_02 1 Decor 2 27 100 27 34.4 3_0 3.0 3.0 0731 1301 330 987.492 0,251 0.0035 0.0134 3 A-03 5_ -Neg Air/Dumpster 2 11 _ 100 11 14.0 3.0 3.0 3.0 0732 1302 330 987.492 0.39 0.0035 0.0055 C7 A-04 2 Storage Center 3 _14 100 _-..__-14 __17.8 15.3 15.3 15.3 1325 1444 79 1206.57 0.348 0.0028 0.0057 C2 A-05 2 Bathroom center 3 9 100 9 11.5_ _ 15.3 15.3 15.3 1326 1445 79 1206.57 0.421 0.0028 0.0037 .--- -- - --------- ._...- -- C3 A-06 1 _ Retail Center 3 10.5 _100 10_5 _ -13.4 15.3 15.3 15.3 1332 1451 79 1206.57 0.398 0.0028 0.0043 4 A-09 1 Exte or Soffit Upw net 2 5.5 100 3.0 3.0 3.0 1010 1500 280 867.796 0.449 0.0040 <0.0040 5 A-10 1 Exterior Soffit Downwind 2 9 100 9 11.5 3.0 3.0 3_0_ 1011 1501 290 867.796 0.421 0.0040 0.0051 6 FBA 1 1 Blank 0 100 0.449 Total Samples 1 Blind Caunl 11 10 4ErderLabSampleNumberHem 3 100 rIVALVE' MALVE! #VALUE! Microscope Adjustments; Sample Type: Activity-. - Phase Test 1 OSWA= outside Work Area 1 BKGD=Background Micrometer 2 IWA= Inside Work Area 2 REM=Removal Analyst Date:8-Apr-09 - Focus on Samples 3 P = Personal 3 CL= Cleawnce Typed Name: Wayne Froehlich,EMSL - Adjust Field his 4 STEL= Short Term Exposure Limit 4 PA=Post Abatement Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GB=Glovebag Reviewed By: Date: 6 B/O=Bag out 7 NA=PF = Not Analyzed/Pump Failure 7 AMB-Ambient Detection Limit 7 fibers/mma 8 NA-OLF = Not Analyzed/overloaded Filter 8 PREP=Work site Prep 9 NA-WDF= Not Analyzed I Water Damaged Filter 19 CU=Clean Up 'Reanalyze All Samples 2a"Use 24 hour dock time(Military Time) Lab Bench Sheet From:8568581032 To:David Oliver Page:4/4 Date:4/9/2009 8:43:44 AM EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford;CT 06492 phone: 263-2txd-5942 Fast: (261)224.59,6 Ernall- welllnafordlab6Qamsl.cotn Attn: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04/08/09 9:10 AM Suite 401-W EMSL Order. 240900890 Manchester, NH 03103 Fax (603)647-4432 Phone: (603)647-9700 EMSL Prcj: Project JICSTI03TD Bank Hyannis Analysis Date: 4I9120119 Report Date: 4/9/2009 Fiber Count by Phase Contrast Microscopy(PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15194 Volume LOD Fibers/ Merl/ Sample Location Sample Date (liters/ Fibers Fields Owe Hint' cc Notes 040709-A-01 Retail critical 987.49 23 100 0.003 29.3 0.011 240900890-0001 . 040709-A-02 Decon 987.49 27 100 0.003 34.4 0.013 240900890-M2 040709 A-03 Neg aiddumpster 987.49 11 100 0.003 14 0.005 240900890-0003 D40709A-09 Exterior soffit upwind 867.75 5.5 100 0.003 7.01 0.003 240900890.OW4 040709-A-10 Exterior soffit 867.75 9 100 0.003 11.5 0.005 240900890-0005 downwind 040709-A-11 Blank <5.5 100 <7.0 Field Blank 240900890-W6 The results reported have been blank corrected as applicable. Anal t s r n Wayne Froehlich(6) Wayne Froehlich,Asbestos Technical Coordinator or other approved signatory Limit of detection is 7 fiberslmm'.The laboratory is not responsible for data reported in fibers/cc,which is dependent on volume collected by non4aborelory personnel.This report relates only to the samples reported above.The test results contained within this report Meet the requirements of NELAC unless otherwise noted.This report may not be reproduced, euept in full,without written approval by EMSL.Unless otherwise noted,the results in this report have not been dank corrected.Samples received in good condition unless otherwise noted. Analysis performed by EMSL Wallingford PCM-7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 From:8568581032 To:David Oliver Page:414 Date:4/8/2009 11:53:59 AM EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford, CT 06442 Phone: 202-2"6942 Far:: (203i 284•5978 Ema1L wallingforclk, ( rnal.cDnl Attn: David Oliver Customer ID: JAW050 Terracon Consultants, Inc. Customer PO: 77 Sundial Avenue Received: 04108/09 9:10 AM Suite 401-W EMSL Order. 240900889 Manchester, NH 03103 Fax (603)647-4432 Phone: (603)647-9700 EMSL P Project: J1097103 TD Bank Hyannis Analysis Date: 4/8/2009 Report Date: 4/8/2009 Fiber Count by Phase Contrast Microscopy(PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8/15/94 Volume LOD Fiheml FiherV Sample Locadon Sample Dare puerl) Fihen. Fields (ruvcc) pins, cc Now 040709-A-04 IWA storage center 1206.57 14 100 0.002 17.8 0.006 240900889-0001 040709-A-045 IWA bathroom 1206.57 9 100 0.002 11.5 0.004 240900889-0002 040709 A-06 OWA retail cents. 1206.57 10.5 100 0.002 13.4 0.004 240900889.0003 040709-A-07 Field blank <5.5 100 <7.0 Field Bank 240900889-0004 040709-A-08 Blank <5.5 100 <7.0 Field Bank 240900889.0005 The results reported have been blank corrected as applicable. Analysts) f. •_ c�t.._f g r' �'1_.t+-d-1'.� b f- ' Wayne Froehlich(5) Wayne Froehlich,Asbestos Technical Coordinator or other approved signatory Limit of delecGon is 7 fiberslmm'.The laboratory is not responsible for dale reported in fibers/cc,which is dependent on vdume collected by nonaebomtory personnel.This report relates ordyto the samples reported above.1he test results contained within this report meet the requirements of NE LAC unless otherwise noted.This report may riot be reproduced, except in full,without written approval by EMSL.Unless otherwise noted,the results in this report have not been blank corrected.Samples received in good condition unless otherwise noted. Analysis performed by EMSL Wallingford PCM-7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 From:8568581032 To:David Oliver Page:214 Date:4/8120M 11:53:59 AM _d,* V U V V u V 1 -------- — EMSL-MA EMSL-CT�1 ' EMSL-NY ' EMSL-NJ - 7 Constitution Way, Ste 107 4 Fairfield Blvd. i 307 West 3e Street 1107 Haddon Avenue Woburn, MA 01601 Wallingford,CT 06492 New York, NY 10018 ( Westmont, NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 ! (800)220-3675 www.emst.com (781)933-8412 Fax (203)284-5978 Fax ! (212)290-0058 Fax i (856) 858-4960 Fax Your Name: _ - jVtr�Vtt:�� rC�Y1lnr\t:t project Manager: Company: "f"r eej� .c_o'l Street: 77 Sundial Avenue, Suite 401W City/State0p: Manchester, NH 03103 Phone: (603)647-9700 Fax: (603)647-4432 Email: DoliverCTcorr�i Project Name -I� �?x-\`� YkJC.kA\(�� Project Project Location: j+', Project State(US): t�l TURNAROUND THME �3 Hours d 5 Hours 1 O 12 Hours N4 Hours 2 48 Hours O 72 Hours ❑d Days O 5 Days ❑6-f0 Days SAMPLE MATRIX O Air O Bulk 1 17 Soil O Wipe O Micro-vac 0 Drinking Water ❑Wastewater O Chips ❑other ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS PCM-Air Flame Atomic Absorption Air Samples NIOSH 7400(A)Issue 2:Augusl 1934 ❑Wipe.SW846.7420❑ASTM ❑rton ASTM ❑Mold&Fungi by Au 0 Cell ❑ OSt to w.Rft ❑S08,SW846-7420 ❑cold d Fungi by Agar Plate carat d id TEM AIR I ❑Air,NIOSH 7082 ❑Bacterial Count and Gram Stain ❑ AHERA 40 CFR.Part 763 Subpar,E ❑Chips,671846.7420 or AOAC 5.009(974.02) ❑Bacterial Count and Iderdirication ❑ NIOSH 7402 Issue 2 ❑Wastewater,SIN 846.7420 Water Samples ❑ EPA Level II ❑TCLP LEAD SW846.1311R420 ❑Total Colilomu,Fecal Conforms PLM-Bulk Graphite Furnace Atomic Absorption ❑EschedchiaCoh,Fecal Streptococcus ❑EPA 500!R•93(116 ❑Air,NIOSH 7105 ❑Legionelfa ❑NY Stratified Point Count ❑Wastewmet.SW846-7421 ❑Salmonella ❑Calikrmia Air Resource Board(CARE)435 ❑Sol,SW646-7421 ❑Giardia and Ctyptosporidiium ❑NIOSH 9002 ❑Drinking Water,EPA 239.2 Wipe and Bulk Samples ❑PLIM NOB IGravimetric)NYS 198.1 i ICP-Inductively Cuupled Plasma ❑Mold&Funngi-Ubftl Examination ❑EPA Point Count 1400 Points) ❑Wipe,SW846.6010❑ASTM❑ron ASTM ❑Mold L Fungi-(Culture follow,up to ❑EPA Point Count(1,000 Points) ❑Soil,SW84MO10 direct examination 4 necessart) ❑Standard Addition Point Count ❑Air,tVIOSH 7300 ❑Mont&Fungi-Cullum(Count&ID) SOILS _ ❑Mcld b Fungi-Culture(Cant onty) ❑EPA Prolocd Qualitabve ❑Bacterial Count&Gram Stain ❑EPA Protocol Quantitative ❑Bacterial Count&Identi6gtion ❑EMSL MSD 9000 Meftl frberslgram MATERIALS ANALYSIS (3 most praninent types) ❑Supertund EPA 540-RkV-o28(dust veneration) ❑Full Particle Identification ` ❑Other. TEM BULK 1 ❑Optical Particle Identification ❑Drop Mount(Qualitative) ❑Dust Miles and Insect Fragments ❑Chatfield SOP-1988-02 ❑Particle Size&Distribution ❑TEM NOB(Gravim *) NY 198.4 ❑Produaconwrison IAQ ANALYSIS TEM MICROVAC ❑Paint Characterizaton ❑Nuisance Dust(NIOSH 0500&M) ❑ASTM D 5755.95( IT ❑Failure Analysis ❑Airborne Dust(PM10,TSP) TEM VVIPE D I �I+ ❑Corrosion Analysis ❑Sitiica Analysis by XRD ❑Mesh 7500 ❑ASTM D-6480.99 1 ❑Gbve Box Containment Study ❑HVAC Efficiency ❑Qualitative❑ 1111 UU ❑Petrographic Examimlion o1 Concrele ❑Carbon Black TEM WATER APR OR 2009 ❑Portland Cement in Workplace Atmospheres ❑Airborne OlMist ❑ EPA 100.1 (OSHA ID.143) ❑other_ ❑ EPA 100.2 (n� ❑Man Made Vitrous Fibers-MMVF's ❑ NYS 198.2 By �E1�o ❑Synthetic Fiber Idm%ca6cn ❑Other: ❑Other. Addilional lnformation/COrT MenIS!instrUC(ions- �. �: rvti�-�ir� C�yC7t:`-1 -1�-�'�� hr(�i.:ci+ �,t,l �7L'•� (-�-�� Client Sa�1!0(S) Relinquished: / Date: C1 C- Time: ,�y Received: G .. Date: Time: Relinquished: Date: Time: Received: - Date: Time: _ - — Page 1 of 2 r From:8568581032 To:David Oliver Page:314 Date:4181200911:53:59 AM EMSL-MA EMSL-CT I EMSL-NY I EMSL-NJ 7 Constitution Way, Ste 107 4 Fairfield Blvd. 307 West 38'"Street loll Haddon Avenue Woburn, MA 01801 Wallingford,CT 06492 I New York,NY 10018 ; Westmont,NJ 05108 (781)933-8411 (203)284-5948 (866)448-3675 i (800)220-3675 www.emsl.wm (781)933-8412 Fax (203)284-5978 Fax (212)290-005B Fax 1, (856)858-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIONILOCATION VOLUME Air IQ Area Inches si C'I C•('-to C: 1C C C, IICj--S 7 �k�� :t (;•. ,C% - � C> �v.-%�. g c-1-tn•r-c:>c`c"\ li�w s �'I �VIC G7C.r c - c,c �C n . ) Lr 6L t- n- it fv I F�YR'T)Cklo` Relinquished: date: Time: Received: Date: Time: Relinquished: Date: Time: Received: Date: Time: Page 2 of i Cllerrt Name: 7D Bank Irerracon CllentLocatlon: 2300 St.George Road City/State: Williston,VT Project Name- TO Bank Hyannis Collected By: Meghan Emmert Project Location: 226 Falmouth Road City/state: Hyannis,MA ' Fiber Count Worksheet Project No: J1097107 Sample Date: B-Apr-09 v49e1.2.1 ph Sample Set No.: 40809 Blank Blank Fibers Fields Avg.of Field Analytical Method: NIOSH 7400 Rev.3,Issue 2(8115/94) Filter ECA: 385 mm2 Lab No. Field No. Blanks Microscope a I.D.No.: Olympus CH-2 Microscope Field Area: 0.00785 mm2 3 040809-A-04 0 100 CV=coefficient of variation 4 040800_A4M 0 100 0 tuedel43usch CV: 0.390 Lab. Field Type Location Activity Fibers Fields Sample Fld.- Fibers/mm Flow Rate Nmin sample T me(min) Vol.(L) CV LOO(f/cc) F/cc Comments Sample No. Sample No. Not<7 Blank Fld Av . Pre Post Ave sien slop Total 1 A-01 1 Exterior,Doom Wind 2 12.5 100 12.5 15.9 3.0 3.0 3.0 0715 1500 465 1391 A7 0.368 0.0025 0.0044 2 A-02 1 Exterior,Up Wind Z 12 100 12 _- 15.3 3.0 3.0 3.0 0716 1501 485 1391.47 0.375 0.0025 O.OD42 Total Samples Blind Count 4 1 2 1<<Enter Lab Sample Number Here 10 100 10 12.7 0.340858 2.0417s7 2.99 465 1391.47 0.0025 0.0035 Acceptable Variance Microscope Adjustments: Sample Type: Activity: Phase Test 1 OSWA= Outside Work Area 1 BKGD=Backgmund Micrometer 2 IWA= inside Work Area 2 REM=Removal Analyst: Date:13-Apr-09 Focus an Samples 3 P= personal 3 CL=Cleareoce Typed Name: Wayne Froehlich,EMSL Adjust Field Iris 4 STEL = Short Term Exposure Limit 4 PA=Post Abatement Adjust Phase Rings 5 HEPEX= HEPA Exhaust 5 GS= clovebag Reviewed By: Data: 6 BID=Bag out 7 NA=PF= Not Anayzed l Pump Failure 7 .AMB=Ambient Detection Limit' 7 fibersfmm2 8 NA-OLF= Not Analyzed/Overloaded Filter 8 PREP=work site Prep 9 NA-WDF= Not Ana zed I Water Damaged Filter 9 CU=Clean up i Reanalyze All Samples Use 24 hour dock time(Military Time) Lab Bench Sheet i 04-13-'09 18:22 FROM-EMSL Wallingford, CT 2032845978 T-363 P002/004 F-071 EMSL Analytical, Inc. 4 Fairfield Boulevard,Wallingford,CT 06492 Phone: 203-294-5948 Fax; (203)204.5978 Email: )uallingforellaVdamxi.enm Atin. David Oliver Customer ID: JAW050 Terracon Consultants, Inc. customer PO: 77 Sundial Avenue Received; 04/1M99:05 AM Suite 401•W EMSL Order: 240900935 Manchester, NH 03103 Fax: (603)647-4432 Phone; (603)647-9700 EMSL Pro): Project: J1097107TD Bank Hyannis Analysis Date: 4/13/2009 Fiber Count by Phase Contrast Microscopy(PCM), NIOSH 7400 Method, Revision 3, Issue 2, 8115/94 volume LOD Fibers/ Fibers/ Semple Location Sampte Date (firers) Fibers Field: (fib/et) M110 cc Notes 040MA•01 East side of building 1391.47 12.5 100 0.002 15.9 0.004 2409009*0001 downWintl 040809-A•02 West side of building 1391.47 14 100 0.002 17.8 0.005 240000925-0002 end 040809•A-03 Field blank <5.5 100 <7.0 Feld Blank 2409M35.0003 040809-A-04 Blank <5.5 100 <7.0 Field Bank 240900995.0004 The results reported have been blank corrected as applicable. Analyst(s) Wayne Froetifth(4) ) Wayne Froehlich,Asbestos Technical Coordirlalor or other approved signatory WIWI of detection 4 7 liberarmmr.The laboratory is not responsible for data reported in fibers/cc.which b dependent on volume collected by non-laboratory personnel.This roped relate&only to the samples repodoo aom,rho test results ogntsined within this report most the requirements of NELAC unless otherwise noted. This report may not be rapmduoed, except in lull,without written approval by EMSL.Unless otherwise noted,Inc results in this report have not been blank corrected.Samples received in good condition unless otherwise noted Analysis Wormed by EMSL WaiGngtoo PCM•7.8.6 THIS IS THE LAST PAGE OF THE REPORT. 1 04-13-'09 18:22 FROM-EMSL Wallingford, Cr 2032845978 T-363 P003/004 F-071 x u y - -----.�� --Z EMSL--MA EMSL CT i EMSL-NY i EMSL NJ 7 Constitution Way,Ste 101 4 Fairfield Blvd. 307 West 3e Street 1 107 Haddon.Averwe Woburn,MA W 801 Wallingford,CT 06492 New York,NY 10018 j Westmont, NJ 08108 (781)933-8411 (203)284-5948 (866)448-3675 (800)220-3675 www,erinsI=m (781)933-8412 FeX (203)284-5978 Fax f (212)290.0058 Fax i (856)858-4960 Fax Your Name: Project Manager:9 1)a.n: Company: Street: 77 sundial Avenue,Suite 401 W City/State/Zip: Manchester, NH 03103 [Phone: (603)647-9700 Fax: (603)647-4432 Email: Ootiverl wwn4som Project-Name `i- K 44.rn n� Project#: -S•(CG ri-1 l 6 7 Project Location_ �— — - Project State(US -- )� Nt tr}. TURNAROUND TIME ❑ 3 Hours ❑ 5 HOUrs D 12 HoursI 9q4 Hours 10 48 Hours 113 71 Hours Q 4 Days 115 Days D 6-10 Daps SAMPLE MATRIX Air ❑ Bulk I ❑ Soil __T-0W1rPe-----1 DMIERE ❑Drinkin Water ❑Wastavrater OChI 000W ASBESTOS ANALYSIS LEAD ANALYSIS MICROBIAL ANALYSIS CM•Air Flame Atomic Absorption Air Samples NIOSH 7400(A)Issue 2:August 1994 l .1 Q Wipe,SW84674200ASTM ❑non ASTM ❑Mold b fungi by Air 0 Ceti SHA w/TWA ❑Sog,SM46.7420 ❑Mold&Fungi by Agar Plate count b id TEM AIR D Air,NIOSH 7082 DBacterial Count and Gram Stain D AHERA 40 CFR,Part763 Subpar E C7 Chips,SW846-7420 or AOAC.5.009(974.02) ❑Bacte4a)Count and Idendficafion 0 NIOSH 7402Issue 2 (]Wastewater,SW 846-7420 Water Samples D EPA Level 11 ❑TCLP LEAD SW846.131117420 E)Total Co6forms,Fecal Cofdorms PLM•Bulk Graphite Fumace Atomic Absorption D Escherl"Cori,Fecal Streptococcus D EPA600l .0116 L3 Ail.NIOSH7105 ❑Legionelta D NY Strived Point Count ❑Wastewater,SW846 7421 ❑Salmanelb CalilomiaAuResouroe Board(GARB)435 _ ❑Soil,SW846-7421 ❑Giardia and Cryptosporidwm ❑MOSH 9002 Q Drinking Water,EPA 239.2 Wipe and Bulk Samples ❑PLM NOB(Gravimetrio)NYS 198.1 ICP-IndutAreN Coupled Plasma ❑Mold b Fungi-Direct Exambatim 0 EPA Point Court(400 Por1b) ❑Wipe,5W84640100ASTM C)non ASTM ❑Mold b Fungi-(Ceeure M w up b ❑EPA Point Count(1,000 Points) ❑Sol.SW846a10 direct examination 8 necessary) D Standard Addition Point Count ❑Air,NIOSH 73M 0 Mold b fungi-Cuhure(Count b to) SOILS ❑Mold b Fungi-Cullum(Calm 0ny) ❑EPA Prolocol Qualitative ❑Bacterial Count d Gram Stain O EPA Pml000l Quantitative D Bacterial Court 3 Identification Cl EMSL MSD soon McOnod lrbers►gram MATERIALS ANALYSIS (3 most pmmk*t4 types) D Supertund EPA 540•RO97-028(dust generation) D Full PavliWe Idenlifrcation ❑Other. TEM BULK [J Optical Particle Idenlikarmn t]Drop Mount(Quargaal) 0 Dust Idles and Insect Fragments ❑Chatfield SOP-1988-02 p Particle Site t:Distribution D TEM NOB(Gravimairic) NY 1g8.4 D Product compa,tsm IAQ ANALYSIS TEM MICROVAC D Paint Cheracterizaton ❑Nuisance Dust(NOSH 05M 60600) ❑ASTM D 5755.95(Quanthat a) Ll Failure Analysis ❑Ahbome Dust(PM11k TSP) TEM WIPE ❑Corrosion Analysts ❑Silica Anaysis by XRD Dr4'aah t%D ❑ASTM D-6480.99 ❑Glove Box Contanment Study O HVAC Ef riency ❑Qualitative❑ (Q PerograpW Examination of Concrete D Carbon Biaa TEM WATER 0 Portland Cement in Workplace Atmospheres Q Akham6 CA Mad [3 EPA 100.1 oSHA IDa143) ❑ EPA 100.2 (:)Man Made Vinous Fibers-MMVFs D NYS198.2 ❑Synthelic Fiber ldenGfigfion O Other ❑other: APR 13 Addillonal InformatioNCommentslinstruclions Q Client Sample p(5) gp Trb - f�-p , (��kt;�(^(�' 6�� TOTAL SAMPLE>r L Relinquished: -.�----.._......_. _.._� Date; 4— Gf�.-.. - Time; _' ---- Received: Date; I Time: Repnquishad: Date: Time: Received: Date: Time; rage t of 2 04-13-'09 18:22 FROM-EMSL Wallingford, CT 2032845978 T-363 P004/904 F-071 ��--�— 4 ENi L�-MA - EMSL-CT EMSL-NY EMSL--NJ 7 Constitution Way,Ste 107 4 Fairfield Blvd'. 1307 West 3e Street } 107 Haddon AveniL Woburn,MA 01601 Wallingford,CT 06492 New York, NY 10018 1 WestmoK M 08108 (781)933-8411 i (203)284-5948 ; (866)448-3675 ' (8D0)220-3675 wwwem I.ODM (781)933-8412 Fax �(203)284-5978 Fax i (212)290-D058 Fax (856)868-4960 Fax SAMPLE NUMBER SAMPLE DESCRIPTIOWLOCATION VOLUME AIr M Ares CA i o (r,�� P CVl Lmi M�j Relinquished: Date: Time: Received: Date: Time: Relinquished: Date: Time: Received: Date: Time: ParcelEdit Page 1 of 1 q 4 f iLi a x£ gP rtk .g \ i„ %r k �3 i� ra'r✓ of T Logged In As: Thursday,April 23 2009 Frank Schlegel Pa rcel Application Center Road System Reports Road,System Parcel Detail . Parcel ID: 293024 Sewer Acct: 1210 T/R Devel Lot: LOTS 13, 16, 17, 23, 24. UN Owner: IMAYFLOWER CAPE COD LLC E Co Owner:. C/O FIRST AMERICAN COMM REAL ESTATE SERV Street: PO BOX 167928 i ......... ................ ......... ......... .......... . City: JIRVING l State: TX Zip: 75016-7928, --------------- Location: 7931,71 JIYANNOUGH ROAD/RTE132 Village: Hyannis Road Index: 0781 Pri Fronta e: 1649 g �� Secondary Road: IFALMOUTH ROAD/RTE 28 Sec Index: 0522 i Sec Frontage 150 Visions Location: 1793 IYANNOUGH ROAD/RTE132 Last Updated: 03/2 1 1200 1 --------------- No. Bldgs: 13 Account No: 205307 Lot Size (acres): 36.5399908 .. State Class: 3230 Year Added: 1970 Fire Dist: 4 Deed Date: 06/06/1968 1 Deed Ref: IC44428 1 Land Value: 115072800 Bldgs Value: Extra Features: 273600 --------------- Condo Complex: [ Building: Unit: _. I _..,,_... .,_,.._._..w U plate 1 S 40U UJ (�1 A3 i S or s 4,je-7g, ? -dQvi- Pd2,f0s&3. http://issgl2/Intranet/Propdata/pledit.aspx?ID=PL23648 4/23/2009 ParcelEdit Page 1 of I w o, k Logged In As: Thursday, April 23 2009 Frank Schlegel Parcel Application Center Road System Reports Road System Parcel Detail Parcel ID: 203043 Sewer Acct: T/R ____. . Devel Lot: PAR 1 Owner: ICAPE COD MALL LLC Co Owner: ClO tV1AYFLOINER CAPE COD Street: IFIRST AMERICAN COMM REAL EST City: JIRVING _yj State: TX Zip: 75016-792 --------------- Location: 226_ FALMOUTH ROAD/RTE 28 village: Hyannis ___ ._,... ......_ _.... .. _ __.... _ .... M _.___.._ .. Road Index: 10522 Pri Frontage: 110 Secondary Road: IFRESH HOLES ROAD Sec Index: 0575 Sec Frontage 341 Visions Location: 1226 FALMOUTH ROAD/RTE 28 Last Updated: --------------- No. Bldgs: 1 Account No: 205469 Lot Size (acres): 0 58000459 State Class: 3220 Year Added: 1970 Fire Dist: 4 Deed Date: 411 i1099 Deed Ref: C162549 Land Value: ]340600 Bldgs Value: 385500 Extra Features: 0 --------------- Condo Complex: Building: Unit: Updated http://issgl2/Intranet/Propdata/pledit.aspx?ID=PL23665 4/23/2009 fu °a Schlegel, Frank From: Schlegel, Frank Sent: Thursday, April 23, 2009 4:37 PM To: Barrows, Debi Subject: RE: 185 Stevens Hi Debi, Bad news! I can't locate my copy of the sketch plan that I had of this complex. I am planning to go out tomorrow and make a new one after I meet with the contractor for the Mall/Liquor store job. Which brings up a question. They are tearing down the old building and are planning to rebuild. The new building is on land leased from the mall. I have a copy from the mall. The land that is leased is smaller than the parcel shown on the maps. Because both properties are owned by the mall and they have no interest in matching the lot lines to the lease, I plan on identifying the map/parcel that the current store is on. I also plan on identifying the mall parcel because they plan on repaving part of the mall parking area as part of this project. With this happening, I don't see the desire of the mall to combine the two parcels for this project. Do you need to issue two building permits; one for the demolish/rebuild and the other for the utility work& paving of part of the mall parcel or is your office just planning to issue the one permit for the demolish/rebuild? It would help if I knew this up front so I can tell the contractor. Please let me know A.S.A.P. The contractor should be in here tomorrow morning first thing. They want to get going on this project. Thanx, Frank -----Original Message----- From: Barrows,Debi Sent: Friday,April 17, 2009 3:36 PM To: Schlegel, Frank Subject: 185 Stevens Hi Frank, Do you have the floor plans showing the apartment#'s, the one we have in the files has the#'s as 1 A, 1 B. Etc. just want to make sure when I make the changes in munis that I match the permits to the right unit. Thanks Debi IJ NL— 77HzT �y✓c�L�.�,� ANT k-,VAJ �t/1[ram 1Ud O—O/Zaz-T- al 3 6 N 7 1 C t Urn) G1i1,Q�S . �9N dos o G$ /4- !" Y CJ-' Tk6- f a „ GROUND LEASE by and between, MAYFLOWER CAPE COD,LLC, a Delaware limited liability company ("LANDLORD") and TD HANKNORTH,N.A., a national banking association ("TENANT„) CAPE COO MALL HYANNIS,MASSACHUSETTS APR 23 2009 15 : 39 FR CAPE COD MALL 509 771 2589 TO 65066624799 P . 03iO4 . r GROUND LEASE OUTLOT LL/ Cape Cod Mall Hyannis,Massachusetts THIS GROUND LEASE ("Lease'D is made this qA day of M r,(„ 2008, being the date on which this Lease is executed by the last party to execute (`°Final Execution Date") by and between MAYFLOWER CAPE COD, LLC, a Delaware limited liability company„("Landlord"), and TD BANKNORTH, N.A.., a national banking association WITNESSETH THAT, in consideration of the rents, covenants and agreements hereinafter set forth,such Peres enter into the following agreement: ARTICLE 1 BASIC SE DMORMATION SECtit)n 1 Basic Lealenformation . This Section I J is a summary of the basic terms set forth in this Lease; In addition to the other provisions which are elsewhere defined in this Lease,the following, whenever used in this Lease, shall have the meanings set.forth in this Section: (a) Center: Cape Cod Mall, situated in the City of Hyannis, County of Barnstable., Commonwealth of Massachusetts, as shown on EXH>!$IT B, (b) Premises: Land area as described and/or outlined in EXIT WIT A and as outlined on EXMBIT B, containing approximately 3,000 square feet, including the footprint of the existing improvements, the canopy structure and islands with three(3)drive-thru lanes and the landscaping area. (c) Store Floor Area: Approximately 3,000 square feet located entirely within the footprint of the,existing improvements on the Premises (to be adjusted to the actual square footage of Tenant's building upon completion). (d) Initial Term: Fifteen(15) full Lease years. (e) Options to Renew: Three(3)options of five(5)year terms. (f) Commencement pate: The earlier of(i) the elate the Tenant opens for business, or(ii) one hundred eighty(ISO)days after receipt of Tenant's Permits. Cape Cod WIVSanknorth Hyannir,l►1�csaekaoeas l �ID97i�7 993611r5 i rr m m C Li e a m �RpT�aN .� N - N T 44 y' H 4-1 r OD . t9 v ;� F4 W N 1 WL OD OD CD Ln Cc Cl 4-]i - � - - Ills_ ✓ �•,'�.-.,,.�.� E '�� Yif'a` ins ��.(�u>- T r�� wn^^Y?iY• f�"41.�'�. �9a��/� � •� �Vic'' �_ r 't✓q�''hiN-� Fs;• ` =st1' y" 'y ^rit:'''' :rt' ."r�',"..�• CDHan knorth y� �s!'r%:c.r�=1;�."{x•'�%��.e,,,,,_ �`°r�='�K'�`.y" z>' :§=''�'4''�>;�_�Ly�=v LO i.• 'ei�f.�$: .; Y.4 i, .�Spaces reanoveQ exdt osdl► '�,y-��=,�'.�.,;.fY,� ;' %,; •�ti};wt-�..• 38 spaces repEaced •c'N `h. i . Z � •': �L.,_ ✓„•;:%y`J-��.FtY;s.•f• . U 81]flC6 PLBI IoBS Y�•Y' �. 11L m N - i C`] e. N I. I • 50k_��_o Massachusetts Department of Environmental ProtectionBureau'of Waste Prevention •Air Quality Please Enter Decal#FL7 M1 BWP AQ 06 g ;. Notification Prior to Construction or Demolition A. Applicability Important: When filling out A Construction or Demolition operation of an industrial,commercial,`or institutional building,or forms on the residential building with 20 or more units is regulated by the Department of Environmental Protection computer,use (DEP), Bureau of Waste Prevention-Air Quality Division, under Regulations 310 CMR 7.09. only the tab key to move your Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10) cursor-do not days prior to any work being performed. The following information is required pursuant to 310 CMR use the return 7,09. key. B. General Project Description 1. Facility Information: &AUGkAQ.►0 LI QJO 0,5/f Name 11,1& kLII10of A &0 Address MA A 0��1 Instructions City/Town t rn State Zip Code 1.All sections of this form must be Telephone Number E-mail Address(optional) completed in order to comply with the Size: Department of Environmental of) so Sl�mlrE foax Protection Square Feet Number of Floors `;:`� '"° notification 1 E, requirements of Was the facility built prior to 1980? ❑ Yes ❑ No E I V E_U 310 CMR 7.09 2.Submit Original p ty: APR 1 t 9 Describe the current or riot use of the facility: ,.a �^ -� �.� 2009 Form To: .1 L Commonwealth of bl GO AIL. SibIU_ r ,r Massachusetts DFP/BnSTON Asbestos Program P.O.Box 120087 Is the facility a residential facility? El Yes dNo 2ND FLOOR KECEPTIO ! Boston,MA 02112-0087 If yes, how many units? 2. Facility Owner: Name 10D0 M AGALT AIX B LY0 Address M `r All Cityf town M f! State Zip Code I,nl 546 00 Telephone Number(include area code and extension) E-mail Address(optional) LA d" DEGILE IL 4ho1 44T 6V J9. On-site Manager ag06app•6/04 BWP AQ 06•Page 1 of 3 .� Massachusetts Department of Environmental ProtectionL7,1 Bureau' -of W6ste Prevention • Air Quality Please Enter Decal# BWP AQ 06 Notification Prior to Construction or Demolition " B. General Project Description (cont.) 3. General Contractor: 064AAdEL, Name �S IYI�FoLn St. Address .�NUAJILy MA Del 43 City/Town State Zip Code D11 ST O 064 a I3 &Anll[.aG U'A#2nE100af�at� Telephone Number(include area code and extension) E-mail Address(optional) lbr'IL. GJDoo -1-14. 'Lit,- 1'11.b On-site Manager C. General Construction or Demolition Description General Statement:If 1. Construction or demolition contractor: asbestos is found SArtn E during a �1 Construction or Name Demolition operation,all Address responsible parties must comply with 310 Telephone Number(include area code and extension) E-mail Address(optional) CMR 7.00,7.09, 1.15,and Chapter 21 E of the On-site Manager General Laws of the 2. On-Site Supervisor: q Commonwealth. QlGlli L�Do(1 j 1/1 y ail�i' 11 I/D This would include,but would Name not be limited to, filing an asbestos 3. Is the entire facility to be demolished? [� Yes ❑ No removal notification with . Describe the areas the Department 4 ( )to be demolished: and/or a notice of release/threat of release of a hazardous substance to the Department,if applicable. 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: tJ9W IDDO -Cr TO BANK ©LAIRA 3, � , � 200� ag06app•6/04 q" BWP AQ 06•Page 2 of 3 C(1U4l1li)NWEA TH OF M;',r) DEp/EOSTON T 7 Massachusetts Department of Environmental Protection Bureau'of Waste Prevention • Air Quality Please Enter Decal# BWP AQ 06 Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material (ACM)? dYes ❑ No If yes,who conducted the survey? m�6>rtaN 6MVA6tiT Name RSdESf OS tn15PEurot� LI��NSIr a 1a357 K3 fif[ fION l•l�•10 Division of Occupational Safety Certification Number t� 7. Construction or Demolition q'� 09 Start Date End Date 8. For demolition and construction projects, indicate dust suppression techniques to be used: [] seeding ❑ paving If other, please specify: wetting ❑ shrouding ❑ covering ❑ other 9. For Emergency Demolition Operations,who is the DEP official who evaluated the emergency? Name of DEP official a L LJJ Title Date of Authorization _ iaDiViPJ;OI'u`�EACi + ii';r:; �cD/QOSI wpl DEP Waiver# 2ND FLOOR REDEPTUN D. Certification I certify that I have examined the It.(rQ�ANIG tY�t.A(LtN`� above and that to the best of my Print Name knowledge it is true and complete. The signature below subjects the Authorized Signature signer to the general statutes SQ. (�1�.o1�L.1 /✓�ANi t2• regarding a false and misleading Position/Title statement(s). IDS fd A4 10M-A L 0J- Representing Date P.E.# ag06app•6/04 BWP AQ O6•Page 3 of 3 Massachusetts Department of Environmental Protection. Bureau of�W69te Prevention Air. Quality. t Purch ase ■ Request for Notification Decals Asbestos Notification Decals.and Construction/.Demolition .Decals Item(s) Unit Price Quantity Total ($) BWPAQ04 (ANF-001)Asbestos Removal Notifications,or $85.00 each. _ BWPAQ06 Construction/Demolition Notification BWPAQ05 Asbestos Blanket Plan $35.00 each Notifications (for DEP approved blankets) Exempt - No Cost Grand Total ($) All checks must be made payable to the"Commonwealth of Massachusetts'. Please remit the above amount with this request to: Department of Environmental Protection P.O. Box 4062 Boston,MA 02211 Customer Return Address: Name or Company Name 35 ME p Address Somgrwl�cl;' nnA o2i�-3 cityrrown Itate lip Code Note: The Department of Environmental Protection'will not be held liable for any lost or stolen decals. Decal Series Issued Date issued Check Number Type.of Decal �. , Non-Exempt.($35) • n Exempt($85) Exempt of Fee anf001 ap.doc•9/02 Purchase Request for Notification Decals Page 1 of 1 TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # Name W—(C-AO-Al/ p - 16D-�d Location '� _ � Insp. of Bldgs. Client#:157985 EMERALDEXC ACORQ,. DATE(MM/DD/YYY1f) C 'IFICATE OF LIABILITY INSURANCE 4/23F2009 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HUB International NE,LLC - ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 3220 Fall River,MA 02722-3220 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Acadia Insurance Companies Emerald Excavating Co.Inc. INSURER B: 38 Hedges Pond Road INSURER C: Plymouth,MA 02360 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR- MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS ANJ CONDITK(•Irb(�OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'F R 40 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION UM r LTH NSR M/ATE MD DATE MMID A GENERAL LIABILITY CPA21451111 05/01/08 05fo1/09 EACH OCCURR,E, CE '$�1 OOO O00 X COMMERCIAL GENERAL LIABILITY PREMISES DAMAGE TO a ED dWftncel 50 O0Q CLAIMS MADE 51 OCCUR MED EXP(Any oh l rson) $5 000 PERSONAL&A URY $V-y 00 000 GENERALAGGREG E $ O 000 * X GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP! P AGG $2 O POLICY X JECaT X LOC C� A AUTOMOBILE LIABILITY MAA21482311 05/01/08 05/01/09 COMBINED SINGLE LI IT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ X HIREDAUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ Ixi drive other car PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY CUA21452511 05/01/08 05/01/09 EACH OCCURRENCE s6,000,000 X OCCUR CLAIMS MADE AGGREGATE s6.000.000 DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA21912411 05/01/08 05/01/09 X WC STATU- OER TH- A EMPLOYERS'LIABILITY WCA23779212 05/01/08 05/O1/09 E.L.EACH ACCIDENT $1 000 000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000 000 A OTHER inland marin CPA21451111 05/01/08 05/01/09 leased/rented equipment $250,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE:Project 09-03 TD Bank N.A.226 Falmouth Road,Hyannis,MA Ostrander Corporation,TD Bank N.A.,Mayflower Cape Cod LLC and Simon Property Group are listed as additional insured on all liability policies with respect to the above listed project. CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Ostrander Corporation DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _30_ DAYS WRITTEN 35 Medford Street Ste 303 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Somerville,MA 02143 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHOR¢E REPRESENTATIVE ;C406--- ACORD 25(2001108)1 Of 2 #S240944/M137136 DP003 0 ACORD CORPORATION,1988 THETp�'1� Town of Barnstable . Regulatory Services p $ Thomas F.Geiler,Director " Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstab l e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r, Lzo , a34�rth-�' ubject property hereby authorize pt, (D to act on my behalf, in all matters relative to work authorized by this building permit application for. vh6"1 � N is -(Address of Job) Signature of Own r ate Print Name If Propedy Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. , 0:F0 RMS:O WNERPERMISSION e � G , ° n G ° o � G April 22nd, 2009 f n , Western SuretyCompany F F ° F , n , G ° LICENSE AND PERMIT BOND F ° G ° ° tl F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 15289432 F n c , F Thatwe, Ostrander Corporation fi _ F ° 6 ° 0 of the City of Somerville State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS (_S1,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has; been licensed Office Fit-Out by the Obligee. i I NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until April 22nd 2010 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S.Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration WOW, of th�1 ' Er �*ys from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh reYi cm. heved from any liability for any acts or omissions of the Principal subsequent to said dot �j'• e number of years this bond shall continue in force, the number of claims"made aa�t is bon�►'athe number of premiums which shall be payable or paid, the Surety's total limit of li-Aty shall not benulative from year to year or period to period, and in no event shall the Surety's total G lip ity a %al&iRE exceed the amount set forth above. Any revision of the bond amount shall not be n Fcu o 'dak6$d8a B3&Q?bil'L ° Dated this 22nd day of April 2009 n 1 ° , F , P tl Ostrander Corporation ; ° tl G ° G Principal ; Countersigned(where required) W E S T E S U R E T COMPANY F ° ° 7 tl ° e By By Resident Agent Paul T.Bruhat,SeAor Vice President o ° Form 532-2-2006 tl tl , F ° F ° r ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 2 2 nd day of April 2009 ,before me,the undersigned officer, personally appeared Paul T.Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained,by signing the name of the corporation by himself as such officer. �ave hereunto set my hand and official seal. S. PETRIK f NOTARY PUBLIC ��SOUTH OAKOTA sEAL a ary Public-South Dakota �4444 4 44444 444 4b44444444 My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual _described in and who executed the foregoing instrument and acknowledged to me that—he—executed the same. My commission expires Notary Public i ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation,and that he/she as such officer being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E ca U z a m 5 z z � da � cd o b a w � 0 d L 14 w z 4. � U b �7 0 > w o � w P. -o Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota,and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota ,its regularly elected Senior Vice President as Attorney-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One L & P Bond, Signed - Office Fit-Out bond with bond number 15289432 for Ostrander Corporation as Principal in the penalty amount not to exceed: $ 1,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit- Section 7. All bonds,policies,undertakings, Powers of Attorney,or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary, any Assistant Secretary,Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 22nd day of April 2009 ATTEST WEST /BURET COMPANY I By G✓�- L.Nelson,Assistant Secretary Paul T.Bruflat enior Vice President ♦� 1� �ii a Es�a; ;Za STATE OF SOUTH DAKOTA 1 '., ,� Z- COUNTY OF MINNEHAHA I ss „�`� +¢'g•. p,qq•�q�� ♦1A��4a�`��9d 64 7a7 Y ; ��91tle:;:°agrartt� On this 22nd day of April 2009 before me,a Notary Public,personally appeared Paul T.Bruflat and L. Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. - }bbbbbbbbbbbbbbbbbbbbbbbb} i D. KRELL aSEAL NOTARY PUBLIC SF� i XRa SOUTH DAKOTA a }44bbbb44444bhbbbbbbsbtib♦ Notary Public My Commission Expires November 30,2012 Form F1975-9-2006 I OS ; RANDE ,R CO PORATION Via Federal Express To: Richard Wood TD Bank Job Site Trailer 226 Falmouth Road Hyann' A 02601 From: Rita Date: 04.22. 9 Re: Original Permit Bond Enclosed is the original permit bond for the Town of Barnstable Building Department. Feel free to call me if you have any questions. 35 Medford Street, Suite 303 Somerville, MA 02143 T 617 876 6854 F 617 876 6928 www.ostrandercorp.com I - A 5 � 1�yn1yi7q�i ervirmt�Lrg�fgp'rLjJp j-..r�msageA Y Massachusetts. Hjghvc ay Department To be completed by the Applicant. See reverse for instructions, i i L Town/City: l 'klGJ�tniC . 2:; State Highway'route numberand/ornante: ( "„AL, a ; - �ic�Mc�LtrVl , ` 3. Description of property,and/or facility for which uccess is sought aitnch additional sheets ifnecessary): C' 1-r tC- ( Yp- 2 Z G Et If,.,kAllrz �t 3 4, Description ofworlt to be performed within State Highway:Layout(_attach.ndditional'sheets lfneeessary): I' --/�G L: Jf. 1 `L� e-x 5�! 2Laq E 5. =Dig Safe number, 6. Appl1cant Information 7. Property Owner i Name Gn•�r��r� _E_.c ttitil±l7`'n�'i Name Q �} I Mailing address �61-A Mailing address Telephone number os) 99,V 3&*41 Telephone number Fax Number: Csu � 23*3 Iz-9G Fax Number. a'3 �1`Zl. a Shy F-Mail Address: tv—et-A E-Mnil Address: 1 Y`t1t-,ll-e 4� Cvr, f Signature �: ,-- Signature �\ Print Name r,'?c -e .:,,,t G � � AnntNarne Date /4 i,o:4 Date c111!h 10 C-1 Rotum eotnpleicd upplicotion as District Director for yourTown/City..Rorer to reverse side rar appropriate address 1. Application number' _ $. Section 61 finding: �. 2, Date received 6. Mass historic.ac6tin, 3 Fee ainourt: 7. Plans returned 4. MEPA raquired Revision submitted ENFZOEA Cert. $: Application:complete Ea-BOEA Cei 9, Permit wriElcn/issued ;. Other-EOEA Cect. aQ.. Pertniedenied "ALL MASSACHUSETTS,FHOH�IAY DEPARTMENT PERMITS TO ACCESS STATE ffiGF1WAY�ROJECTS ARE:SUBJECT � TO THE.RULES. REGULATIONS OF THE ARCHITACTURAL°ACCESS 80ARD:521 CNR 1.00 et seq; General I he IvIEID is granted:nuthorityitb issue:State Highway Fee Access Permits by M.G.L.;,Chapter;81,:Section.2:1 A check payable to the Commonwealth of MBSSachusetts>for the 1 Access Is defined as: - apprapriatepetmit application 1166 ust accompany the permit j. I.. Any physical work performed within the Stele Highway applicatlom � Layout, andkr, II: Peovisions for.motor vehicles to enter or exit a.State,Higllwny Fee Schedule for:Access and Utility I?ermits E facll;ity fromabutting:properties. A: Applieation fur;residential developinents'of.5 units or Residential Access Permits k a less shatinciude a sketch whicl ndtdates lot size, 5:or less units 25..00 frontage along the State IIighsvay,building►ocation(s), From 6 to 49 units 100.00 and proposed drivewaylocation(s)with respect to State Greater than 49 units High4utiy UaseJine:< B: Application far nll naii-residentioi develo mentsand p i; resldoniial developments greater than 5 units must Non-Residential Access Permits include. .. ., ... I..:engineered access plans.minimum oft copies)at Less than 25;000 square fiet mo.00 an apprapriatescale(L inch=.20 ar:40 feet)which clearly 'Pram 25000 to 30.0,000 square:feet §l,OQ0al0 I` show:;i proposed work and From 300,000 to 750,'000 square feet. 52,000.00 1. State Highway Layout Line un&baseline Greater thin 750,000'square 11ee1: 3,000.00 2:.Property:corners.and dinicnslon:and bearings,of lot:lines Non-Municipal Utility Permits Nat in Conjunction with j :1 Location antl dimensions.ofproposed drive(s).: Access:Permits 4• Location of existing tlrive(s). Annual blanket utility permit 500.00 i 5.: Complete details:ofexisting and proposed drainage: Ctipital imprbveinents to a u ...til ty $500.00, i a I Specific Tnstructiont(nrintor'tynal F i Line 1. Line 6, List name:o.f mumcipA}sty,ln:wliich access is sought: Individual.or business making application must complete the Lina2: required information;including datc:of application and.signature. List name or number of State Highway Route(s)to which access is: Line 7. sought: Complete tilts sectionbilly if the individual or business making Line 3: application is other than the property owner of tile latiij foraVhgli If access 1s sought underDefinition H above briefly describe access is sought: facility for which access is soughs Exalmta t. Ret urn:completed applicati 11 on And fed to npprapriatc f Pt.. ...snlgle funtily rest dice nt 100 Stale ttpad, Approximate:size of proposed District Office Iistetl Belo►V. Plense eon.tact tha pe mlt: i ......ag2,SOOsa. Engineer atthis:nddressifadditionalinfortnation s; Appmxrmaia tot size 0.75:ac[es, required: � i Exam�ie 2 so0;000 s t cncloacd stropping mrili:atljacenCtu'$taleRoutc 1240 niid I2mnc2p: E Approx.lotsizc:G7 acres. District One Disfi 1ct Foyr Line 4.: 270 Pitisfteld Road_ S 19 Appleton 5ireet Brieny describethe proposed Nvark to be performed'n�ithin:the Lenox,NU 0 20:1 Arlington,MA 02174 State:Highway.Layout, (413)637-1750 (.781)641-8300 f Ea nmpla 1 fax#(4:13)637-4309 fax'tl(781)64b S I;15 i Remove 50 feef Diet islitg,granite calf:nn south ids o[liiglnvay Irr:drder la i construct tlriYatyny access anti modity.ihc rondtivny geometry ta:aacommadalc Distr1r Two JDistri.at Five te[t turn lottc:. 811 North Kin Street 600 County S . Example 2 g. �' treet - Excnvatc i0 fgotx IR:foot scCliumufrda6my orSfutiam 100+00 in-tivcStbuuiid Northampton,:MA 01060. Ttruntan,IviA 027$0 bran a;ordcr,to iastafl�Vatcrscrviec<tn rtxide rici:tit 100 8tatc Street.. (413)582-0599 (508)824-6633 Erne S;: fax4 (413)582-0596 fax (508)880-6102: r A Dig Safe nutriber must be obtained Uy calbng T-$68 DIG-SAFE District Three 1<888-(344-7233).. 403 Beimont Street If construction within the State Hlghway Layout does not Worcester,MA 01604 ! commence withlit the period.allowed by Dig Safe,.a newaiumber �5081 754-7204 must.be obtained prior to beginning construction. NO#(508}799-9,763 = f �P PRDPDSED "STOP 'PRop Z`R �.� ti t M 59 as£o °STOPS SlCN _ , AlID gAR (TV) 09 R 'n r x PRDPOSEO a 5'R tAN05CAPED AREA Z�R _ .. :.. ,,• �< , 5 R PROPOSED °' , SIGN..AND BAR. 'R0ltO1I0NAL °ua AM) I PROPOSED ARROW 4'R S R LANDSCAPED AREA 1�R: ° O'RO%• PROPOSED LOCATION PROPOSED P.RdPOSEO°ORIV£ 1 s OF 400@t AREA LIGHT FIMRE PROPOSED„570RTZ UUILDIAQ SIGN "'� t`R OIREC'iIONAL SIGN (typ ) (25 LbUNTING'N£IGNT � :FIRE OEPARi!lENT PRO$; GRANITECONNECTION UERi, G Q I TO:SLOPED GWITE mAH51TIO1{ CURD r7.( 0 31R { PROPOSED p PROPOS.EO TDSCAPEO 1ASCAPED AREA: PROPOSED . . ' LANDSCAPED'AREAS PROP05£D•SLDP£D. : PROPO iED 5COPc0 5'R' GRANITE CURB(TYP) GRA E CURB (TYR) PROPOSED BUILDING SIGN P.R�'OSEOlANDSCAP =A PROPOSES 5` A 2r o CONCRE( WALK/ �O'fl: PROPOSED 0 0 oIR£CTIONAt eaaeDSEn to [UPS 24 ` ARROW (Tye.) hk jy PROPOSED 3DOD 5E PROTOTYPE' . iY BUILDING FROM STRIPED Al -�' \: CANOPY •� = o. .�=- a ; PROPO$b G0R�BBMW (1YP.). o. PROPOS c 0 i CONCRETE �':; PROROSE{t CQNCRETE ISlIWD� - a �'' 1. „ . PAD PROPOSEE I LANDSCAP g t .:: 30' � ••YAOPDSED:yf�NEIICAlr :: t. s ACESSIBLE $IG (TYP) • ; 4R BR POSED s f O „2 R Na QUILQING 0 5 R BUILDING.SIGNr w ET d {: Qa : ,:. 0'R' � i�• �:-- _�Imo. \ PROP YERT;GRANITE \ PROPOSED LANDS A TO SLOPED GRAHIT£ '' 15' FRONT LANDSCAP i } TRlltl$ItION C(IRB:' SETBACK G gyp' PROPOSED VERTICAL ITS or:PROFJ, 10:° GRANITE CURB (TYP) I APPRO%IIIATE LIMITS 3 % M A�HuS IP'10 T ;f Z o y 'A OF PROPOSED. . �NOY,". • B _ �9 { VERTICAL GRANITE: �pU (' CURB. 2-001. LCONC, SOON) #/GRILL: HOLE OU 0 106MFY PROPOSED 60 S.F. FR£ESTA allo c SIGN (IN SAME LOCATION' �. TABLE FOR - 4 0 FR BitTO`SI0 , ,. THE aOMMO,WEALTH OF MASSACHU:S# TTt I c { :xEOUTIVE OFFICE-dir TRAt45PORTATION +. > MAS.§ACfdUSE'rT-S Hiptimy DEPARTMENT Dsvn�L. tjn�Ji�n �lasilinnrr Corby �G6VeRNOR 5,ECnFtanv � Tuion it P MurtRFY With PAWNtUSKY: 1,1606420 GbYCnii6R Coiatrssiort n: j July 2 i..7003 is i PrequalificPrtion Certificate No. 84-1 Ernerald'Excavating C.o.,Inc. 3$Hedges Pond Road i. Plymouth,MA 0236.0- ;Dea[ Contractor; In accordance with the Regulations Go yerning Piequahfeat on of°Coniractors,as:approved by the Mnssacltusetts Iligliway: f Department Pre qu..ahfication Committee,you are tierebynotified that the following classes)of work,Single Contract imitaton(s)` it is � applicable)and.Aggregzte BoJidiug:Capac[ty:liave beenass[gged to you a5 of date;:of this Ictte[ If'in the opin[rnr of:the Coni[usttee I. you faileJ to,subnu proper;documentation;or.have not demonstrated`tl2a ability to pe fo[xu all classes of wor crequested then you were denied Pregti..alificetion Status-for that class(es)of work. Qrurkfed Ctrtegories Lhfi t Arr10!l11t Qarrlrfreil Cirle ogles: Linfit A ornrt Highway:Constriictlon $3,000,000.00 Landscaping&Roadslde'bev: v500,000 00 Marine Constructlon $750,000 00 Process,Recycle,Transp, Exeav:Solf $3.000;000.00 Sewer:&:Water 0,000;000.007 ` F (� L f llllll I3oJtrl�tr T Cnp[iC fy• $.20,000,000.00 ;13n1 d Sirrgle.thnlj $10000,000.60 Ex iraliarr Date 713112609: 1. The class(es)of work,Single Contract Lhhits and A:ggregate;Bonding Capacity set forth will contiltue.in effect'auttil July 31,:2009 unless prevlously[uod[fed.;ot rescinded bt accordance with:ilie.Regulations,'or by lam In order to be co[ttinuously clikible to.bid.:on. projectsto be undertaken for this Department,yournext;Pi•equalifcation Statement should be sub[nitted at feast 30.days prior to 4. expiration oft![is Certificate. If there are airy,questions or concerns contact:the Prequalificaion SContract Adniinistratar at(6:1.7)' . 973-7620: - � i i :Contracta:[s[nay"only obtain an:Officiai'Proposal:.Boolt fot Want in the categories for which they.are:listed:on this certificate;. Na offi�3a1 proposal hoops si[alLbe given to:contractors unless the eautrnetor I[as.:receivcii prior;approval from hie.. I'.y.cqualtfcatioii.Office to bid on(lie pro jest: Vefy truly youis, THE PREQVALI FICA TION COMMITTEE' i _ i is BY: Francis H Kucharski,R E.: i Construction Contracts Engineer It I €t. { GROUND LEASE by and between MAYFLOWER CAPE COD,LLC, a Delaware limited liability company ("LANDLORD") and TD SANKNORTH,N.A., a national banking association ("TENANT") CAPE COD MALL HYANNIS,MASSACHUSETTS GROUND LEASE OUTLOT LL/ Cape Cod Mall Hyannis,Massachusetts THIS GROUND LEASE ("Lease") is made this'1A day of Mur" , 2008, being the date on which this Lease is executed by the last party to execute ("Final Execution Date") by and between MAYFLOWER CAPE COD, LLC, a Delaware limited liability company ("Landlord"), and TD BANKNORTH, N.A., a national bankingassociation ("Tenant"); WITNESSETH THAT, in consideration of the rents, covenants and agreements hereinafter set forth,such parties enter into the following agreement: ARTICLE 1 BASIC LEASE INFORMATION Section 1.1 Basic Lease Information. This Section 1.1 is a summary of the basic terms set forth in this Lease: In addition to the other provisions which are elsewhere defined in this Lease,the following, whenever used-in this Lease, shall have the meanings set forth in this Section: i i (a) Center: Cape Cod Mall, situated in the City of Hyannis, County of Barnstable, Commonwealth of Massachusetts,as shown on EXHIBIT B. .(b) Premises: Land area as described and/or outlined in EXHIBIT A and as outlined on EXHIBIT B, containing approximately 3,000 square feet, including the footprint of the existing improvements, the canopy structure and islands with three(3)drive-thru lanes and the landscaping area. (c) Store Floor Area: Approximately 3,000 square feet located entirely within the footprint of the existing improvements on the Premises (to be adjusted to the actual square footage of Tenant's building upon completion). (d) Initial Term: Fifteen(15)full Lease Years. (e) Options to Renew: Three(3)options of five(5)year terms. (f) Commencement Date: The earlier of(i)the date the Tenant opens for business, or(ii)one hundred eighty(180)days after receipt of Tenant's Permits. Cape Cod Mall/Banknorih 1 Hyannis,Massachusetts #097"7 993611v5 i 4 IN WITNESS WHEREOF, Landlord and Tenant have executed this Amendment as of the date first set forth above. LANDLORD MAYFLOWER CAPE COD, LLC, a Delaware limited liability company By: MAYFLOWER REALTY LLC, a Delaware limited liability company, its sole member By: SPG MAYFLOWER, LLC, a Delaware limited liability company, its Managing Member By: SIMON PROPERTY GROUP, L.P., a Delaware limited partnership, its sole member By: SIMON PROPERTY GROUP, INC., a Delaware corporation, its general partner CIA Tpieseaelm,ogaa eatbyWdl dt astsonn. , ,,,l,o,neae�ea,o�aw�,y. Lease Parcel Exhibit Q represe ill be or agmainam by Lanamm that me eemer,common nreas,naimmgs anmor d O\ o O smn:s w;u be its' on his exninin,or Ihs.any.mats wmen—y he rer aneea on this Legend. 0 15 30 et.z ,� z exhibit win a'any time be oc,,pums ohhe center.L,ndlOm reserves the right to modify size, r" annegm Lion and accnpants erne cellar at any rime. P.O.R.=Point of Reference N P.O.B.=Point of Beginning W EASTERLY LINE OF PARCEL C b ax { 77°45'27„ cd z z 4 w Wn W. / { ®Bank tr { N f Z > 0. 400 i] — -'i Y fA9FS 5fl!_K11 0 r y 1y _ Z5.1 S1214'33"E o h/ r / \ - g6.18' 15.50' v O / 2I"w N 12°14'33"W �! 00I°45' S 77°45'27"W 21" f 7.94' N 'aau�. • / I__ \ ip N 77 3 g6, P.O.B. R,--o O O W UT teE'ta'1 NSF;r:E v J 33 J I tON OOp 6 IDE I7. p OO G1 T5 - N pp AL Npp MASA932lYOV P.O.R. U v ON•,'..BOUND MD RILL HOLE FOl4 r i s:\acad\co #\4919\ee\dw\4919es -td banknorth-02-es -01 .dw =�Aay � ,• 1 I �f§.s� R". s°ss. EL j 3�anig \ ;•k- \ IF It 5i IF CD \ - Z 1 � ROad i � h \ �n��14♦ R?.�� .4 O ,EARS y r >; CL - i �— d l \ y'tri o o I ! iz p i CD :1 CD '\ w\ o ® Cape Cod Mall CORP NO. SIMON 4919 Hyannis,MA DATE January 8,2009 SCALE As Shown SHEET NO. 225 W.Washington Street DRAWN Tappendorf REVISION I Revised leasep=el Indianapolis, IN 46204 ESP-01 APPROVED REVISION DATE 3/24/09 X he 4..ont h2o�`��°dtl't of mij. ` �'I,'��`+1� � For Office Use Only _.,,� ❑'.Alrtoacc r�nalysls g :Commenls:Received'" � a r�YJ ' :J � C� � � 9� �'1 1?i �' Y� ❑:AIMS UpdMec1 ivfAG.Fi1e No:: I?AA Fite Na.: (I'nr refcrenoc nnly), Notice is required by 780:CM8(Code of?vlassaciau�cits Re ulaiidns)11 I.I tlnxarls to rile irpuigatibn. PursuatJt to Iviassachusukts General Laws.(MGL)Chapter 90,Sactior 35B,the Massachuset-s Aeronaut cs Comniissioa:(3yIAC}a E•ees to per#orrri aij AI S,PAC'r ANALYSIS and render a detcrnjination for the project listed below.>YNTORTANTt .Ai1 sh ded areas must lie competed. Sponsor{ineIude name,address$i te[Pnbove nurnlierJ Sponsor's Reiireseutative(same dafa if applicahie1 oSz�ANO>✓t?i coaPta�.�Slo�t N1 G�a,i :cf.-So lgrt l 1.9-RSA RrTat: �fLanlK siA6 A�141 ! Pro ct.lescri aion iea e e oe rintcicarl Location.Flei«lit&Elevation Data: N Ncares tCity,:State It l 'L } ., t:�iL'f1N�J� Degrees Ivtinutes_' Seconds' .��L1v1t�OfN loan t:I�C a1 ,ld, Latitude r ; l 1..6IJElWd 100 Gt`Ll'�1 FOB. t4. UA� r DaturFt O tv!1D 87 or❑NA ,Nj;f4 V i. 0 j ON Site elevation:.above MSL(11); fist Maximum heigbt above gruurld(tt.): � ajj. l>]ttLQUIRI D: Aihicfi 8'h x l t incfi rrap(e.g.l!SOS Qund shccr)'Showinl toentian ul pivject lrldxirTutSl elrvaklon atio4e 41SL(R): w .in$1, Nearest.Public-UseAviatiorJFaeility: t {`Ilj,ftj$.r(fit L:U [ _ . t'nntvr type,b toty,the mmnc orper on filing thla req uest tur me rcvinw 5ignni Dates y (�•�t91(�IUk� G� iaY 4•t�•Q2 Do NO'r Wmu ELdW rJ3J 3:l JJVIr FOR 1VIAC OI�ICL tISE ONLY' IYLAC's AIRSPACE, ANAL1`SIS''conciudes the,fUllowrrig:...Closest:Runway: : ;Distance from RW end: Offset from>RW CL: 0 Left ❑Rigbt Project viafates MGL Ch.90,§35B by ft [Runway fforizontai Plane-3,000'x 2 Stahtte Miles, 1 5:0'aboaeRvi] ❑ Project violates MGL Ch..9Gj§35B by ft. .,(Runway Approarh Plane-3,000'x 3,000'Q 20i 1 slope] ❑ Project violaEr s 702 CIvIIt,§5.03(1)(a):by ft [Runway Approach Plane/Land-5061' x 10,000'@ 20:'1:slope] Project violates 7,02;CMR,§5.03(2)(a)<liy ft:: [Runway Approach Plane/Water 500'x 10,000'Q 20 1 slope] l Project does'not violate MAC Airspace Laws or Regs, - 11L1C hereby issues the following DETI RMINATION Permit is required pursuant ko'MGL Cii.90,§3513 for; ❑ Runway Florizontal Plane ❑ Rumvay Approach Plane k Sponsor must submit a separate written request far a:MAC Airspace Pernit. Requestshould bc:addressetl to lv1AC Chiefi Le at Gounsct; as Aeronautics Commission;.10 Park Plaza, Room 6620,Boston;..MA 02116 3566 Permit is not required pursuant to MGL Ch.90,§358 11 No violation of Laws or Regs ❑ Ch.90 violation=.30'a>;1 (� MAC has the.following additional concerns; ❑ FAA Standards ❑' :Noise ❑ Traffic Pattern ❑ : Wildlife El: . V-T,Route .0. other This determination is'based on tl'ic:foregomg description:of the proposed project including the location, height and elevation data, provided by the Sponsor. Any change:in the data provided'to>the tviflG from that which is shown hcrein.v,ill tender this-determination null:and void and wilt,necessitme.a new request for review. tvlgr.orAirltori Engineering,fvtassoet:usens./ticronartics Commission_ Hair. IrIAC Furm'E-10 Gast Revised Ucnmber 2000 'Jeaee Tp or P.nnt on This Form Form A roved DMBNa 212p?0001 OR FAA Failure.Ta Prot�irle Flll Requested fnfarmatfon May Delay Processing Your Notice Us ONLY A caner{F.Ica1 Study tJumber 15 DepartintntofTranporoiHoir NDtiC@ �f:F["O(josedConstruc [vn;.Ql" /� teCc31(31l edacal Aviation Adintnisltntfcn Sponsor(person,company C.:Pre) this action) tttn.ot.: t7ttiri Gn .erla2,�ttna!` 9 Lahtutle lame lk.,fQaVtlG tViGUf�iLf6tY . tddfess Wtgt"t72� S1': 10.L60git4de 11.()arum ❑NAQ 93 ❑NAQ 27 [J Other �� it . dt7ltG�lUU:tr,t,� State,:: Zip D`�l4 yf��AtJNLS . of honk, £ol illb Lr2i5 !o I? �4r 1o9:2r 12 Vearest: Cl stgte � rw i 3.`Neat eat Pubic-use(not p :ate usejtor Ivtilltary AlrporCor Hellpnr(i ! Sponsor'sRepresentative(fotberV -T1) lC L'' A tttn of - d�ctv�u5fa it2 �ot't•'ir 1 Jame 14.Distance from 113 to 5tntcture - - Wdress Direction from1'3 to structures t^ ,Ity. Skate zip 16:Site Elevation (AMSL) ft i elephore Fax:. Het ht 17 Tatar Structure g I Nattci of:. ❑NevrS'on�tNcttonIteratton Existing 1B.Overall height('1`6 r1T;)(AA9SLJ: I Durations ❑Permanent ::�ernporary( �c months, days) 1 g,previous FAA Aeronautical Study Number(if applica6{e)` r3 i Work 5cliedule Beginning "t 2+7 C1R End 1'i d� .OE Type .[)Antenna Tower @Crane {]13uidinr� ❑mower Ltne 20:Description of Location.(Attach a U5G5 7':minute' (]:Landitit Water Tank ..:❑Othar Quadrangle,Map v�iU�.ihe precise site rnarked and any cart ped survey:} .. t Markngl!'ainting and/or Lighting Preferred `UtlrMnu l� ]Red Lights and Paint ❑Dua1 Reti::and iblediurn Intensity White ]WI}ire. Medtiirn intensity, Dual Red and High Intensity White �k�t�r :n)�� ima 02loot . : ]White High intensity [Other krtAt7 BA( r,2Anil� tGl}.tt 1� �1� U L✓t'LN.�. � MA1/V i. FCC:Antenna Structure Regstranan Number�f.appUcab/e} '1 Complete Descnptiort!of Proposal Pot.ee(kW} Frequency! ,.:. 'UUla AUcNI.0Y (1oi 1 llflGfZl�fb iao( /51fi 9 Vauce.is re ulred 6 14 Cotl�of Federal Ro ulattons;: art 77 ursuant:to;49 U.S C. Section:44718. Persons who knowingly and.t�nlifnglyuiolale Use tatice equtrementq of.part 77are subJectao a civil penalty of S1 000 pet day irtfil the notice Is:receive pursuant 10:49 U S.C.;-secnon:S6301:(a). hereby certify that all;of the above statements made by me are true comp{ete,anrl'correot to the.best of my:'knowledge in addthon,a::agree to. nark and/or Tight.the scrueture.in accordance with established marling and iightingstand ds ar as necessary. ]ate Ty ature WM ped or:Printed name and Tile of Person F{ling Notice Sign NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION §77.13 Construction or alteration requiring notice. §77.15 Construction or alteration not requiring notice. (a) Except as provided in §77.15,each sponsor who proposes any of the following No person is required to notify the Administrator for any of the following construction construction or alteration shall notify the Administrator in the form and manner or alteration: prescribed in§77.17: (a)Any object that would be shielded by existing structures of a permanent and (1) Any construction or alteration of more than 200 feet in height above the substantial character or by natural terrain or topographic features of equal or greater ground level at its site. height,and would be located in the congested area of a city,town,or settlement (2) Any construction or alteration of greater height than an imaginary surface where it is evident beyond all reasonable doubt that the structure so shielded will extending outward and upward at one of the following slopes: not adversely affect safety in air navigation. @ 100 to I for a horizontal distance of 20,00b feet from the nearest point of the (b)Any antenna structure of 20 feet or less in height except one that would increase nearest runway of each airport specified in paragraph(a) (5)of this section with the height of another antenna structure. at least one runway more than 3,200 feet in actual length,excluding heliports. (c)Any air navigation facility,airport visual approach or landing aid,aircraft (ii)50 to 1 for a horizontal distance of 10,000 feet from the nearest point of the arresting device,or meteorological device,of a type approved by the Administrator, nearest runway of each airport specified in paragraph(a)(5)of this section with or an appropriate military service on military airports,the location and height of its longest runway no more than 3,200 feet in actual length,excluding heliports. which is fixed by Its functional purpose. (iii) 25 to I for a horizontal distance of 5,000 feet from the nearest point of the (d)Any construction or alteration for which notice is required by any other FAA nearest landing and takeoff area of each heliport specified in paragraph(a) (5) regulation. of this section. §77.17 Form and time of notice. (3)Any highway, railroad,or other traverse way for mobile objects,of a height (a)Each person who is required to notify the Administrator under§77.13(a)shall which, if adjusted upward 17 feet for an Interstate Highway that is part of the send one executed form set of FAA Form 7460-1,Notice of Proposed Construction National System of Military and Interstate Highways where overcrossings are or Alteration,to the Manager,Air Traffic Division,FAA Regional Office having designed for a minimum of 17 feet vertical distance, 15 feet for any other public jurisdiction over the area within which the construction or alteration will be located. roadway, 10 feet or the height of the highest mobile object that would normally Copies of FAA Form 7460-1 may be obtained from the headquarters of the Federal traverse the road, whichever is greater, for a private road, 23 feet for a railroad, Aviation Administration and the regional offices. and for a waterway or any other traverse way not previously mentioned,an amount equal to the height of the highest mobile object that would normally traverse it, (b)The notice required under§77.13(a)(1)through(4)must be submitted at least would exceed a standard of paragraph(a)(1)or(2)of this section. 30 days before the earlier of the following dates- (4)When requested by the FAA,any construction or alteration that would be in (1)The date the proposed construction or alteration is to begin. an instrument approach area (defined in the FAA standards governing instrument (2)The date an application for a construction permit is to be filed. approach procedures) and available information indicates it might exceed a However,a notice relating to proposed construction or alteration that is subject to standard of Subpart C of this part. the licensing requirements of the Federal Communications Act may be sent to the (5)Any construction or alteration on any of the following airports(including FAA at.the same time the application for construction is filed with the Federal heliports): Communications Commission,or at any time before that filing. (1)An airport that is available for public use and is listed in the Airport Directory (e) A proposed structure or an alteration to an existing structure that exceeds of the current Airman's Information Manual or in either the Alaska or Pacific, 2,000 feet in height above the ground will be presumed to be a hazard to air Airman's Guide and Chart Supplement. navigation and to result in an inefficient utilization of airspace and the applicant has (i)An airport under construction,that is the subject of a notice or proposal on the burden of overcoming that presumption. Each notice submitted under the file with the Federal Aviation Administration,and except for military airports, is pertinent provisions of this part 77 proposing a structure in excess of 2,000 feet clearly indicated that that airport will be available for public use. above ground, or an alteration that will make an existing structure exceed that height, must contain a detailed showing, directed to meeting this burden. Only in (III)An airport that is operated by an armed force of the United States. exceptional cases,where the FAA concludes that a clear and compelling showing (b) Each sponsor who proposes construction or alteration that is the subject of a has been made that it would not result in an inefficient utilization of the airspace notice under paragraph(a)of this section and is advised by an FAA regional office and would not result in a hazard to air navigation,will a determination of no hazard that a supplemental notice is required shall submit that notice on a prescribed form be issued. to be received by the FAA regional office at least 48 hours.before the start of (d) In the case of an emergency involving essential public services,public health, construction or alteration. or public safety that requires immediate construction or alteration, the 30 day (c) Each sponsor who undertakes construction or alteration that is the subject of a requirement in paragraph(b)of this section does not apply and the notice may be notice under paragraph (a) of this section shall, within 5 days after that sent by telephone,telegraph, or other expeditious means,with an executed FAA construction or alteration reaches its greatest height,submit a supplemental notice Form 7460-1 submitted within five (5) days thereafter. Outside normal business on a prescribed form to the FAA regional office having jurisdiction over the region hours, emergency notices by telephone or telegraph may be submitted to the involved,if- nearest FAA Flight Service Station. (1)The construction or alteration is more than 200 feet above the surface level (e)Each person who is required to notify the Administrator by paragraph(b)or(c) of its site;or of§77.13, or both,shall send an executed copy of FAA Form 7460-2, Notice of (2)An FAA regional office advises him that submission of the form is required. Actual Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional Office having jurisdiction over the area involved. ADDRESSES OF THE REGIONAL OFFICES Alaska Region Eastern Region Northwest Mountain Region Southwest Region AK DC,DE,MD,NJ,NY,PA,VA,WV CO,ID,MT,OR,UT,WA,WY AR,LA,NM,OK,TX Alaskan Regional Office Eastern Regional Office Northwest Mountain Regional Office Southwest Regional Office Air Traffic Division,AAL-530 Air Traffic Division,AEA-520 Air Traffic Division,ANM-520 Air Traffic Division,ASW-520 222 West 71°Avenue JFK Intemational Airport 1601 Lind Avenue,SW 2601 Meacham Boulevard Anchorage,AK 99513 Fitzgerald Federal Building Renton,WA 98055-4056 Fort Worth,TX 76137-0520 Tel:907-271-5893 Jamaica,NY 11430 Tel:425-227-2520 Western Pacific Region Central Region Tel:718-553-2616 Southern Region HI,CA,NY;AZ,GU IA,KS,MO,NE Great Lakes Region AL,FL,GA,KY,MS,NC,PR, Westem-Pacific Regional Office Central Regional Office IL,IN,MI,MN,ND,OH,SO,WI SC,TN,VI Air Traffic Division,AWP-520 Air Traffic Division,ACE-520 Great Lakes Regional Office Southern Regional Office 15000 Aviation Boulevard 601 East 12th Street Air Traffic Division,AGL-520 Air Traffic Division,ASO-520 Hamhome,CA 90260 Kansas City,MO 64106 2300 East Devon Avenue 1701 Columbia Avenue Tel:310-725-6557 Tel:816-426-3408 or 3409 Des Plaines,IL 60018 College Park,GA 30337 Tel:847-294-7568 Tel:404-305-5585 New England Region CT,MA,ME,NH,RI,VT New England Regional Office Air Traffic Division,ANE-520 12 New England Executive Park FAA Form 7460-1 (2-99) Burlington,MA 01803-5299Tel:781-238- Supercedes Previous Edition 7520 DO D s LL l ? a rCL NCN 40 Yrk« r �� x '"` ? h p y "tio' ry Y ' wv 4 I lU r < t ' ` INSTRUCTIONS FOR COMPLETING FAA FORM 7460-1 PLEASE TYPE or PRINT ITEM#1. Please include the name,address,and phone number of a personal contact point as well as the company name. ITEM#2. Please include the name,address,and phone number of a personal contact point as well as the company name. ITEM B. New Construction would be a structure that has not yet been built. Alteration is a change to an existing structure such as the addition of a side mounted antenna,a change to the marking and lighting,a change to power and/or frequency,or a change to the height. The nature of the alternation shall be included in ITEM#21"Complete Description of Proposal". Existing would be a correction to the latitude and/or longitude,a correction to the height,or if filing on an existing structure which has never been studied by the FAA. The reason for the notice shall be included in ITEM#21 "Complete Description of Proposal". ITEM#4. If Permanent,so indicate. If Temporary,such as a crane or drilling derrick,enter the estimated length of time the temporary structure will be up. ITEM#5. Enter the date that construction is expected to start and the date that construction should be completed. ITEM#6. Please indicate the type of structure.DO NOT LEAVE BLANK. ITEM V. In the event that obstruction marking and lighting is required, please indicate type desired. If no preference, check "other' and.indicate "no preference'. DO NOT LEAVE BLANK. NOTE.High intensity AgRing shall be used only for structures over 500AGL. In the absence of high intensity lighting for structures over 500'AGL,marking is also required. ITEM#8. If this is an existing tower that has been registered with the FCC;enter the FCC Antenna Structure Registration number here. ITEM#9.and#10. Latitude and longitude must be geographic coordinates,accurate to within the nearest second or to the nearest hundredth of a second if known. Latitude and longitude derived solely from a hand-held GPS instrument is NOT acceptable. A hand-held GPS is only accurate to within 100 meters (328 feet)95 per cent of the time. This data,when plotted,should match the site depiction submitted under ITEM#20. ITEM#11. NAD 83 is preferred;however,latitude/longitude may be submitted in NAD 27. Also,in some geographic areas where NAD 27 and NAD 83 are not available other datums may be used. It is important to know which datum is used. DO NOT LEAVE BLANK. ITEM#12. Enter the name of the nearest city/state to the site. If the structure is or will be in a city,enter the name of that city/state. ITEM#13. Enter the full name of the nearest public-use(not private-use)airport(or heliport)or military airport(or heliport)to the site. ITEM#14. Enter the distance from the airport or heliport listed in#13 to the structure. ITEM#15. Enter the direction from the airport or heliport listed in#13 to the structure. ITEM#16. Enter the site elevation above mean sea level and expressed in whole feet rounded to the nearest foot(e.g. 17'3"rounds to 1T, ITV rounds to 18). This data should match the ground contour elevations for site depiction submitted under ITEM#20. ITEM #17. Enter the total structure height above ground level in whole feet rounded to the next highest foot (e.g. ITT' rounds to 18). The total structure height shall include anything mounted on top of the structure,such as antennas,obstruction lights,lightning rods,etc. ITEM#18. Enter the overall height above mean sea level and expressed in whole feet. This will be the total of ITEM#16+ITEM#17. ITEM#19. If an FAA aeronautical study was previously conducted,enter the previous study number. ITEM#20. Enter the relationship of the structure to roads,airports,prominent terrain,existing structures,etc. Attach an 8-1/2"X 11"non-reduced copy of the appropriate 7.5 minute U.S.Geological Survey(USGS)Quadrangle Map MARKED WITH A PRECISE INDICATION OF THE SITE LOCATION. To obtain maps,Contact USGC at 1-800-435-7627 or via Internet at"http://mapping.usgs.gov". If available,attach a copy of a documented site survey with the surveyor's certification stating the amount of vertical and horizontal accuracy in feet. ITEM#21. • For transmitting stations,include maximum effective radiated power(ERP) and all frequencies. • For antennas,include the type of antenna and center of radiation (Attach the antenna pattern,if available). • For microwave,include azimuth relative to true north. • For overhead wires or transmission lines,include size and configuration of wires and their supporting structures(Attach depictron). • For each poletsupport,include coordinates,site elevation,and structure height above ground level or water. • For buildings,include site orientation,coordinates of each corner,dimensions,and construction materials, • For alterations,explain the alteration thoroughly, (• For existing structures,thoroughly explain the reason for notifying the FAA(e.g.corrections,no record ofprevious study, etc.). Filing this information,with the FAA does not relieve the sponsor of this construction or alteration from complying with any other federal state or local rules or regulations. If you are not sure what other rules or regulations apply to your proposal, contact local/state aviation and zoning authorities. Paperwork Reduction Work Act Statement: This information is collected to evaluate the effect of proposed construction or alteration on air navigation and is not confidential.Providing this information is mandatory for anyone proposing construction or alteration that meets or exceeds the criteria contained in 14 CFR, part 77. We estimate that the burden of this collection is an average 19 minutes per response.An agency may not conduct or sponsor,and a person is not required to respond to a collection of information unless R displays a currently valid OMB control number.The OMB control number for this collection is 2120-0001. FAA Form 7460-1 (2-99)Supersedes Previous Edition NSN:0052-00-012-0008 _ DISTRICT "B" S77'4527"W (BUSINESS) -______ ____ 100.00 ___+! ZONING LINE DISTRICT "HB" �z (HIGHWAY BUSINESS) o ze �0 a o rn PARCEL 293043 N/F LANDS OF _ 5 MAYFLOWER CAPE COD, LLC AND x c CAPE COD MALLL. LLC BK. 12517, PG. 266 4 (F.K.A. MAP 293, LOT 33) z O PORTION OF R=191.43' PARCEL 2930244 A=25'00'00" © ' N/F LANDS OF L=83.53' MAYFLOWER CAPE COD, LLC AN CAPE COD MAU1, LLC ( 0 BK. 12517. PG. 266 (F.K.A. MAP 293, LOT 24) 0 b 0 16.9' 57.S PORTION OF PARCEL 293033 fr 0 wo N/F LANDS OF i. MAYFLOWER CAPE COD, LLC AND CAPE COD MAUL. LLC 39'� BK. 12617, PG. 266 w w (F.K.A. MAP 293, LOT 33) -? 36.66' 100.00' N77"45'27"E FALMOUTH ROAD (A.K.A. MASSACHUSETTS STATE MGHWAY ROUTE 28) (PUBLIC - 1932 LAYOUT #2962 80' WME R.O.W.) S=BUILT.FOUNDATION PLAN - 226 FALMOUTH RD. OF A41 vV M'lRT �1 CAPE COD MALL Gjt= A- � Qu mmm c; IN WNW BARNSTABLE, MA DATE: MAY 28, 2009 1 CERTIFY THAT THE FOUNDATION SHOWN HEREON, AS BUILT, CONFORMS TO THE TOWN SCALE: 1"= 40' OF BARNSTABLE ZONING SETBACK ROMANELLI REQUIREMENTS, AND THAT SAID FOUNDATION, AS BUILT, DOES NOT LIE IN A F.I.R.M. FLOOD HAZARD ZONE. ASSOCIATES INC. Professional Land Surveyors 4480 Acushnet Ave. New Bedford MA 02745 ROFESSIONAL LAND SURVEYOR 'DATE Phone(508)995-0100 Fax(508)995-0177 JN 09-014 IABL.E 7T. QVIRON Icy 'J A 01 NO Q 1 w Val A k 1 MZ TAN V C40 soon VAY mmunw-nom m. TOWN OF BARNS .BLE BUILDING PERMIT APPLICATION,,,, . 1 Map ;>Parcel ?o �� Applicatign # Health Division Date Issued Conservation Division 256 Application Fee /SO Planning Dept: Perrn'it Fee0 .1 Q Date Definitive'Plan Approved by Planning Board �'? 0 Historic - OKH Pre annis servation/ H 0S7 061 y apes P�� No vowti /2:b Project Street Address Qtg F-A An o Village A Owner e_S Address p Telephoned o Permit Requester T � ;. 11 i 1 6^1 u 5°T.'n e� 1U�L 1�t� � �cal) e 1 l d� r Square feet: H st floor: existing proposed 2nd floor: existing proposed Total new o,5c SF +Zoning District, a.JFlood Plain Groundwater Overlay hm4rt1project Valuatio Construction Type 156 � Lot Size I2 ti.C_Et e,S Grandfathered: ❑Yes GYfIo If yes, attach supporting documentation. of "Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) a�4ge of Existing Structure Historic House: ❑Yes�❑J No On Old King's Highway: ❑Xes O.No asement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other JAb �A ' � Z:__I Basement Finished Area(sq.ft.) I,►I A Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 14 Half: existing ® / —never. Number of Bedrooms: is LA existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Cif Gas ❑Oil ❑ Electric ❑ Other Central Air: As ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing U new size—Pool: ❑existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: TD 13-q�k of Zoning Board of Appeals Authorization ❑ Appeal # 2c - 611 Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _L i C u�_� Proposed Use aNlL APPLICANT INFORMATION - - - - - v (BUILDER OR HOMEOWNER) Name 1U Telephone Number 50 g604 ° Address 5 I�C'� 1,l4 A� �Ul License # C S 920 1 Home Improvement Contractor# Worker's Compensation # ?QLL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO floif4f4-f f l -1 k C 1. A/00 r4n fe SIGNATURE 4IP41 DATE FOR OFFICIAL USE ONLY APPLICATION# `DATE ISSUED MA&PARCEL NO. t ADDRESS - C VILLAGE OWNER z DATE OF INSPECTION: FOUNDATION , t FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL } -PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ Y FINAL BUILDING - DATE CLOSED OUT` ASSOCIATION PLAN NO. " � ' ' � - �-- - - I � � i . � � 1 � �' � +. I SINE Sign TOWN OF BARNSTABLE Permit * BARNSTABLE, 9 MASS. �39- A Permit Number: { Application Ref: 200902451 20070306 Issue Date: 06/03/09 Applicant: CAPE COD MALL LLC Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 25.00 Location 226 FALMOUTH ROAD/RTE28 Map Parcel 293043 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks TEMPORARY SIGN FOR TD BANK NOT TO EXCEED 14 DAYS FORM INSTALLATION DATE Owner: CAPE COD MALL LLC Address: PO BOX 6120 INDIANAPOLIS, IN 46206-6120 Issued By: O Y RE. THPOST THIS ROM:MTA i Town of Barnstable Regulatory Services BAP S1 gL "B Thomas F. Geiler,Director Building Division 53 Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ' ""'~� VISION""�--- www.town.barnstable.ma.us t1 Office: 508-862-4038 Fax: 508-790-6230 Permit# (Ro�l'o Application for Sign Permit Applicant:----_ � .� ---------Assessors No.- Doing Business As:----- -----------------------------Telephone No.____2ZP -37�! Sign Location Street/Road:___ o2e2 V/_- Zoning District:_--_Old Kings Highway? Yes/No Hyannis Historic District? Yes/6 Propertyzl� /� Name: n SP _�� —__Telephone:__ _ ®D Address:— --'—`='6�� —�� _— Village:---------------------- S /7 yG�y Sign Contractor Name:-----�m-� p� � —-------------- U Mailing Address:--- {Q___ ' / / //_ ___d_/��-- 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/g (Note: If yes, a wiring permit is required) Width of building face S� ft.x 10=__k _x.10= i� 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§240-.59 through§240.89 of the Town of Barnstable on, g Ordinance. Signature of Owner/Authorized nt:_ Date:--5'�� Size:------ ---------------------------- ermitre: : Sign Permit was approved:----------------------- Disapproved:—__---_—_ SIGNS/SIGNREQU i Signature of Building Official:-----------------------------------Date: ______________ SIGNS/SIGNREQU ° tS a jS. "he,y.4➢ s '�"�,7i " ?Ya K z r" "W'' 4 �F Y A ® 0 .: - � IP S 3 • / K' - n a: � • . I r K 3w I a, A � MUM r „ r. t .mot r TD BANK 48" x 72° double sided temp sign Hyannis MA w sts HAVERHIU-MA 978-372-3721 • Town of Barnstable Regulatory Services 200 Main Street Hyannis, MA 02601 Re: TD Bank 226 Falmouth Road Dear Mr. Geiler, Enclosed is the permit application for a temporary construction sign for the new TD Bank located at 226 Falmouth Road and the permit fee, $25.00. We will be submitting a permit application for the permanent signage shortly. We understand that variances were granted for the signage on this property. Please let us know if we are missing any information for this temporary construction sign. Thank you for your assistance. me ely a Jaso M Kahn 1 �H Co o x 5 c-n ,- www.thesigncenter.com 40 Orchard Street Haverhill, MA 01830 978.372.3721 p f} a E< 8'kr'IiSTA OL.E MICHAEL D. FORD ATTORNEY AT LAW 21009 JUN _8 Pik 2: 27 72 MAIN STREET, P.O. BOX 485 WEST HARWICH, MA 02671 TEL. (508)430-1900 FAX (508)430-9979 - - - EMAIL:mdfesgl@verizon.net DIVISION Town of Barnstable June 5, 2009 Thomas Perry/Building Inspector 200 Main Street Hyannis, MA 02601 RE: TD Banknorth/ Sign Issues Dear Mr. Perry: We have been asked by TD Banknorth to revisit our discussions with you on the sign code within the SCROD District, specifically as it pertains to their allowable square footage at the project site after their recent discussions with you department. When we initially reviewed this issue, we came to the conclusion that they would be = allowed 100 square feet, as indicated in the portion of the code containing the SCROD Overlay which I have attached. Section 240-39. Shopping Center Redevelopment Overlay District. TD Banknorth has been advised that they are only allowed a total of 2 signs, 1 sf per lineal foot of building facing the street(46')total and would need to seek a variance in the alternative. These provisions are contained in Section § 240-65. Signs in B,BA, UB, HB,HO, S&D and SD-1 Districts. While the project site is located within the HB District, it is also located in the SCROD Overlay, which pursuant to Section 240-39 C.(2) controls. Could you please reaffirm the following and give us a response, as the Bank is anxious to move forward with their sign application. Thank you for your time and attention with this matter. Very truly yours, Michael D. Ford, Esq. CC: Clients § 240-39. Shopping Center Redevelopment Overlay District. [Added 4-24-19961 C. Relationship to underlying districts and regulations. (1) The Shopping Center Redevelopment Overlay District shall overlay all underlying districts so that any parcel of land lying in a Shopping Center Redevelopment Overlay District shall also lie in the zoning district or districts in which it is otherwise classified by this chapter. u All regulations of the underlying zoning district(s)shall apply within the Shopping Center Redevelopment Overlay District to the extent that they are not inconsistent with the specific provisions of this§240-39.To the extent the provisions of this § 240-39 are in conflict with or are inconsistent with other provisions of this chapter, the provisions of this§240-39 shall govern and prevail even if such other provisions are more restrictive than those set forth in this § 240-39. K. Signs in the Shopping Center Redevelopment Overlay District. Only the following types of signs shall be permitted in the Shopping Center Redevelopment Overlay District: (1) Large freestanding exterior signs: (a) Maximum number: three signs. (b) Maximum height: not to exceed 22 feet above grade. (c) Maximum area: not to exceed 150 square feet per side exclusive of structures holding the sign. Reasonable efforts shall be exercised to minimize the size of any such supporting structures. (2) Wall signs identifying retail stores or restaurants having gross leasable area of greater than 25,000 square feet or having exterior public entrances; the food court; and the regional shopping center, provided that no wall sign shall extend higher than the top of the parapet wall: (a) Maximum number: the lesser of two times the total number of exterior public entrances or 15 signs. (b) Maximum letter height: five feet for signs accessory to major stores, and four feet for other such signs. (c) Maximum area: 150 square feet for signs accessory to major stores, and 100 square feet for other such signs (3) Wall signs designating loading areas, service courts, employee entrances and similar areas: (a) Maximum number: no limit. (b) Maximum mounting height above ground: eight feet. (c) Maximum area: six square feet. (4) Freestanding directional signs indicating access and egress to the site, as well as direction to department stores, services or other areas within the regional shopping center: (a) Maximum number: three times the total number of vehicular entrances. (b) Maximum height to top of sign above ground: seven feet. (c) Maximum area: 16 square feet per side. (5) Hanging parking structure signs at vehicular entrances to parking structures: (a) Maximum number: one per vehicle ramp access point to parking structures. (b) Maximum height: one foot, six inches. (c) Maximum area: 16 square feet per side. (d) In addition, directional and parking area identification signs shall be permitted within the parking structures, and safety/height limitation markings shall be permitted on the exterior of the parking structures. (6) Parking lot identification signs. (a) Maximum number: one per light post. (b) Maximum size: three square feet per side. (7) One electronic reader board shall be permitted on one of the large freestanding exterior signs permitted under Subsection K(1), subject to the following restrictions: (a) Maximum number: one. (b) Maximum height: three feet per side. (c) Maximum width: 10 feet per side. (d) Maximum letter height: 12 inches high, with a total of no more than three lines of text per side. (e) The text on any such electronic reader board: [1] Shall not flash or trail; [2] Shall only relate to promotional events within the regional shopping center; and [3] May be changed no more frequently than once per day. (8) Banners which do not advertise particular stores or articles for sale shall be permitted. (9) In addition to the signs otherwise permitted under this§240-39J, wall signs for freestanding buildings and movie theaters (meaning buildings and movie theaters which are not physically connected to the enclosed mall of the regional shopping center)which are otherwise permitted in the underlying zoning district under this chapter shall be permitted in the Shopping Center Redevelopment Overlay District. In addition, for so long as fewer than two of the freestanding signs described in Subsection K(11) are installed, one freestanding exterior sign shall be permitted for freestanding movie theaters, which sign shall have dimensions which meet the size requirements of the underlying zoning district. (10) In addition to the wall signs permitted under§ 240-39K(2), one exterior marquee wall sign for movie theaters located within a regional shopping center shall be permitted with a size of up to 150 square feet. (11) In addition to the signs permitted under§ 240-39K(1) hereof, up to two freestanding exterior signs for movie theaters located within a regional shopping center shall be permitted as follows: (a) Maximum number: two. (b) Maximum height: 14 feet above grade. (c) Maximum area: not to exceed 175 square feet per side, exclusive of structures holding the sign. (12) No special permit shall be required for signs that are in conformance with the standards set forth above. § 240-65. Signs in B, BA, UB, HB, HO, S&D and SDA Districts. [Amended 8-15-1991; 7-15-1999] A. Each business may be allowed a total of two signs. B. The maximum height of any freestanding sign will be 10 feet, except that a height of up to 12 feet may be allowed by the Building Commissioner if it is determined that the additional height will be in keeping with the scale of the building and will not detract from the appearance or safety of the area and will not obscure existing signs that conform to these regulations and have a Town permit. C. The total square footage for all signs of each business shall not exceed 10% of the area of the building wall facing a public way or 100 square feet, whichever is the lesser amount. D. Only one freestanding sign is allowed per business, which may not exceed half the allowable size as permitted in this section. E. One projecting overhanging sign may be permitted per business in lieu of either a freestanding or wall sign, provided that the sign does not exceed six square feet in area, is no higher than 10 feet from the ground at its highest point and is secured and located so as to preclude its becoming a hazard to the public. Any sign projecting onto Town property must have adequate public liability insurance coverage, and proof of such insurance must be provided to the Building Commissioner prior to the granting of a permit for such sign. F. Incidental business signs indicating the business, hours of operation, credit cards accepted, business affiliations, "sale" signs and other temporary signs shall be permitted so long as the total area of all such signs does not exceed four square feet and is within the allowable maximum square footage permitted for each business. G. When a business property is located on two or more public ways, the Building Commissioner may allow a second freestanding sign, so long as the total square footage of all signs for a single business does not exceed the provisions of this section. I -H. When two or more-businesses are located on a single lot, only one freestanding sign shall be allowed for that lot, except as provided in this section, in addition to one wall or awning sign for each business. If approved by the Building Commissioner, the one freestanding sign can include the names of all businesses on the lot. I: One awning or canopy sign may be permitted per business in lieu of the allowable wall or freestanding sign, subject to approval by the Building Commissioner. J. In addition to the allowable signs as specified in this section each restaurant may have a menu sign or board not to exceed three square feet. K. In lieu of a wall sign, one roof sign shall be permitted per business, subject to the following requirements: (1) The roof sign shall be located above the eave, and shall not project below the eave, or above a point located 2/3 of the distance from the eave to the ridge. (2) The roof sign shall be no higher than 1/5 of its length. �HET°w Sign ti ° TOWN OF BARNSTABLE. Permit BARNSTABLE, 9 MASS. 1639• Permit Number: Application Ref: 200902878 20070316 Issue Date: 06/22/09 Applicant: Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 226 FALMOUTH ROAD/RTE 28 Map Parcel 293043 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks REFACE.FORMER BLANC LIQ SIGN & ADD NEW TD BANK SIGN 98SQ MALL OVERLAY TD BANK Owner: CAPE COD MALL LLC Address: FIRST AMERICAN COMM REAL EST PO BOX 167928 IRVING! TX 75016-7928 Issued By: PC POST THIS CARD SO TIIAT IS VISIBLE FROM THE STREET ISE T Sign * * TOWN OF BARNSTABLE Permit . * * BARNSTABLE, 9 MASS. Permit Number: Application Ref: 200902878 20070316 Issue Date: 06/22/09 Applicant: Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 226 FALMOUTH ROAD/RTE 28 Map Parcel 293043 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks REFACE FORMER BLANC LIQ SIGN& ADD NEW TD BANK SIGN 75,kSQ MALL OVERLAY TD BANK Owner: CAPE COD MALL LLC Address: FIRST AMERICAN COMM REAL EST PO BOX 167928 IRVING! TX 75016-7928 Issued By: POST THIS CARD; SO THAT IS VISIBLE FROM.THE STREET Town of Barnstable �° Regulatory Services ', "sue Thomas F. Geiler,Director a3� 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# Application for Sign Permit Applicant: Th e S% r, Can�' 6q pP ---------- -----------------------------Assessors No. Doing Business As:-----------------------------------Telephone No._17g- 37 d-3 M Sign Location ��^^ Street/Road: A01(o Y c►I m oAA Z:j. ------------------------------------------- Zoning District: Old Kings Highway? Yes Hyannis Historic District:' Yes N Property Owner Name:__TD_'U&Aoorf�----------------/------------Telephone:_ Address:-900OA�f�urn _ M L&IlfN 'T 0'90$1Village:---------------- Sign Contractor Name:_Ttie -L-�---Ctm---- ---------------------Telephone:_ 17 71-37a Mailing Address:_"1D - ---------------- 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. 3 r- - Is the sign to be electrified? Yes No (Note: If yes, a wiring permit is required) '; m I Width of building face 75 x.lo = 75- 3 a Cn s --_�ft.X to =?S3 --- _,. I hereby certify that I am the owner or that I have the authority of the o er to make this application,that - � the information is correct and that the use -onstruction shall c orm to the provisions of§71�-.59 co through§240-89 of the Town of Barnsta e Zon' g Ordinance. a ' I Signature of Owner/Authoriz gen : ____— Date: Size:--------------------- ---------------------Permit Fee:------- Sign Permit was approved:------------------------ Disapproved:------__ SIGNS/SIGNREQU r Signature of Building Official:-----------------------------------Date:---------------- SIGNS/SIGNREQU Bank. American Most Convenient Bank° May 8, 2009 Building Division 200 Main Street Hyannis, MA 02601 RE: TD Bank - 226 Falmouth Road Hyannis, MA To whom it may concern: As the owner of the above referenced property, this letter authorizes The Sign Center to act as agent for permitting and installation of the signage shown in the attached proposal, provided that the installation conforms with all building codes and other pertinent governmental regulations. If you have questions regarding this authorization feel free to call me at (802) 497-0412. Sincerely, TD B NK, N.A. ,,a7rry, cker Pnger TD Bank,N.A. US Real Estate Department 9000 Atrium way Mount Laurel, NJ 08054 888-751-9000 I Town of Barnstable Regulatory Services I- c' : Z. Building.Division 200 Main Street U7 Hyannis, MA 02601 v M May 20, 2009 Re: TD Bank 226 Falmouth Road Dear Mr. Perry, Enclosed"with this letter please find the resubmission of the permit application for our client TD Bank, located at 226 Falmouth Road.Attached to the application are`drawings.of the proposed signs, as well architectural elevations and site plans that illustrate the location of"each sign we are requesting.You will also find a check for the permit fee of$200.00 forour total sign area of over 75 q ft. We understand per conversations with attorney Mike Ford.that the bank, located in the Shopping Center Redevelopement Overlay District is being allowed to rehab the existing pylon sign, and has been allowed 2 wall signs, up to a total of.100 sq ft: i• The list of items and their sizes we are requesting permits for are as follows (these items are lettered in the same way,you will find them in the enclosed drawing packet): A. Pylon Sign 60"x 120" (50 sq ft)Internally Illuminated, Lexan Faced Extrusion Cabinet with 119 Base B. Wall Signs 1 &2 33.37"x:101.5':' (23.52 sq ft) Halo Lit Channel Logo &Letters C.Accessory Signage Directional Signs 11.75'x 25.75".Bleed Body Non-Illuminated Directional Signs For Parking Lot Hours Signs 24" x 16" x .125"Aluminum Panels for Front Entrance and Drive Thru ATM Vinyl Tagline 3"x 74.125 White vinyl tagline for drive up window Clearance Signs 3"x.13" .063 Aluminum Clearance signs for drive up overhang. Black w/white copy AR Z ID. Site Plan www.thesigncenter.com 40 Orchard Street Haverhill, MA 01830 978.372.3721 Proposed work in the amount of$13;100.00 Please don't hesitate to contact me if you have any questions regarding this project, I can be reached at 978.372.3721: I:.. Thank you, : Brian.Wiles Project Coordinator. N, FrFi. www.thesigncenter.com 40 Orchard Street Haverhill, MA 01830 978.372.3721 TD Bank date 5-11-09 Qs„ designed by Neeka Smart `°°" 226 Falmouth Rd.,Hyannis,Ma file name TD 6641-1yannis Pylon.plt rwVeRrmy MA WB-372-3m Sales Associate Jay Kahn details 60"HX120"WXl4"D(50SF)D/F INTERNALL ILLUMINATED" REFACE.REHAB OF EXISTING PYLON 2"RETAIN 70"POLE COVER 10"D TO COVER 6"ROUND STREEL POLE FOOTING IS 13'6"XBI FACES:3/16"WHITE LEXAN WITH TRANS APPLE GREEN VINYL AND PMS 5535 VINYL 1.5"REVEAL . 120 1n 14 in CM Go t0 N O O GRADE 69.6 In - 10 In date 5 / 12 / 09 Hyannis. o TD Banknorth yann s designed by Brian Wiles [y -w 226 Falmouth Rd., Hyannis MA file name TD Bank Hyannis Halo Lite Letters.plt ►+AVER►ILL_MA 978-372-3721 Sales Associate Jay Kahn details LED CHANNEL LETTERSET 3"DEEP RACE STRIPE 3 DEEP MOUNTED 2"OFF WALL TO ALLOW FOR HALO GLOW 3"DEEP LOGO BOX WITH CLEAR BACK AND OPA QUE FACE WITH RASIED CLEAR 1/2"ACRYLIC KEYUNE AND TD WITH OPAQUE WHITE FACES 101.5 in �MBank . C6 : 3"deep reverse channel letter Lm vo999e to LMs - with clear back.painted PMS 5535 F 0.5in 2in '"-/Forest Green .Lm mee9a m LED' _ . . Ba n k I-� �i- 3"deep reverse channel stripe with clear back painted PMS 361 Apple Green s 3"deep logo box i with clear back and opaque face 13b1 with rasied clear 1/2"acrylic keyline and TD with opaque white faces Letters and Logo box to be mounted 2"off Wall to allow for Halo light.on wall -- - - -- - - z - _ P:\BANKS\TD BankNorth\TD Bank Hyannis\TD Bank Hyannis Directionals.plt 6/16/2009 12:19:46 PM Scale: 1:9.46 Height: 64.277 Length:.99.339 in Side View 24 in 111 ENTER EXIT <— N c N C N 5 in TD Banknorth date. 06-01-09 Fresh Holes Road file name TD Bank H annis Directionals It COP1R1GHf©2008 Y P THE SIGN CENTER UNAUMORUE OR HAVERHIL.L.MA spa-M-3M Hyannis, MA size SIGN 12"Hz24"WX10"D ALUM BLEED BODY °�^� ACRYLIC POLYURETHANE PAINT TO MATCH PMS 5535 BASE 1S 12"HX10"WX5°D PAINTED TO MATCH PMS 5535 3/16" THICK SG 308 LEXAN WHITE DIFFUSERS VINYL 3M 3635-70 APPLIED TO ENTIRE SECOND SURFACE WHITE UNDERLAYMENT APPLIED TO FIRST SURFACE 3M 3632-6513 TRANS DARK GREEN VINYL 3M 3632-5830 TRANS IT GREEN VINYL TD Banknorth - Hyannis date s i �2 09 C�Rr©�. THE SIGN CENTER designed by B ian Wiles 226' Falmouth Rd., Hyannis MA LN #ile.'name _ TD Bank Hyannis Hours.plt HAVERHILL, MA 978-372-3721 Sales Associate Jay Kahn M details See Below QTY: 1 of each HYANNIS HOURS TBD 3X1FUj 1 8" : 3X� �. ,. �3X . i{8. I i -X 6-0"AFF 8'0' SX 5, - "AFF , • • ank ank • -• 1 11 Mon -Wed 1 11 1 11 1 11 Sunday11 11 Sunday 11:00 11 • Drive • 1 11 - • 1 11 Saturday1 . 11 Saturday 7:30 . 11 Sunday11 11 Sunday 11:00 11 ATM After Hours Insert Card Here FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW T-SH 2.66 sq.ft. T-SH-DT 2.66 sq.ft, .125"Aluminum panel to be Painted to 125"Aluminum panel to be Painted to Matthews Pantone match 5535"Forest Matthews Pantone match 5535"Forest Green"with Opaque 7725-196 3M Scotchcal Green"with Opaque 7725-196 3M Scotchcal Apple Green and Opaque 7725-10.3M Apple Green and Opaque 7725-10 3M Scotchcal White Vinyl graphics applied to 1st Scotchcal White Vinyl graphics applied to 1 st surface. surface.. NOTE: Store hours to be'custom to each NOTE: Store hours to be custom to each s store. Confirmation of hours required prior to, store. Confirmation of hours required prior to fabrication. fabrication. .TD Banknorth Hyannis date 12 09 COPYRr© THE SIGN.CENTER - designed, by Brian Wiles 226 Falmouth. Rd., Hyannis MA A\`I �� file name TD Bank Hyannis Vinyl Tagline.plt HAVERHILL, MA 978-372-3721 .:Sales Associate Jay Kahn details 3" x 74.125" White Vinyl Forward cut Tag line 6'-2 1/8" j 1'-9 7/8" 1 3/4" 1 5/8" I 1 5/8" 4, , Bellow Top of Window 3 1/4" 10 7!8" 2'-1 1/2" 10 3/4" I L -- - - - - I ❑ D - - 3" o o o I o ��o� � � � � � o[ Cho C� o Center Horizontally On Glass TD Banknorth - Hyannis _ date s / 12 09 COM*o 2 THE SIGN CENIER ® designed by Brian Wiles 226 Falmouth Rd., Hyannis MA [�]:4 `� �� file name, TD Bank Hyannis Clearance.plt HAVERHILL,MA 978-372-3721 Sales Associate Jay Kahn details 3" x 13" .063 aluminum Clearance sign Matte Black with White vinyl ACTUAL HEIGHT / CLEARANCE MUST BE FIELD VERIFIED VHB mounted 13„ 3" e r nce , • T-Clearance 3"X 13" 0.27 sq.ft. te�v. 10 DAAMA L.E. �dt3 LS Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 2008-071-TD Banknorth P l Modification of Special Permit No.1998-31 °i Special Permit pursuant to Section 240-39.M(1)(a), Shopping Center Redevelopment Overlay District to demolish existing free standing building and;rebuild a new bank building with three drive-thru lanes Summary: Granted with Conditions Petitioner: TD Banknorth (as future tenant) Property Address: 226 Falmouth Road (Route 28) Hyannis, ti1A Assessor's Map/Parcel: Map 293 parcel 043 L Property Owner Mayflower Cape Cod LLC(Manager-Simon Property Group LP) Title Reference: Book 12517 Page 266 (Lot#24 LCP 29992-E Cert.# 154620)" Zoning: HB- Highway Business & SCROD- Shopping Center Redevelopment Overlay Districts i Relief Requested and Background: Appeal No. 2008-071 sought a modification of Special Permit No. 1998-31 issued to the Cape Cod Mail Nominee Trust for the redevelopment of the Cape Cod Mall. The proposal is to demolish an y existing 4,400 gross sq.ft. one-story commercial building located at the Mail and replace the structure with a new 3,000 sq.ft, one-story, free standing, bank building with three drive-thru banking lanes and related site improvements. The existing.building was formerly occupied by Blanchard's Liquor Store and fronts on Route 28. The lot upon which the building is located is a 0.58-acre parcel that is a part of the 55.4-acre Cape Cod Mall. The Shopping Center Redevelopment.Overlay District was adopted in 1996, On January 29, 1998, the Cape Cod Commission issued a Development of Regional Impact (DRI) Decision for the f renovation and-expansion of the Cape Cod Mall (Project # TR96025). On April 7, 1998, the Zoning f Board of Appeals issued Special Permit No. 1998-31 for the redevelopment. That special permit provided a 7 year window during which the Mall could physically be redeveloped and expanded. Thereafter, the Mall functioned in accordance with Section 240-39, the Shopping Center Redevelopment Overlay District and in accordance with Special Permit No. 1998-31. At the t end of that development period, one outbuilding remained standing, the former Blanchard's Liquor Store.•That hoiiding and immediate surrounding area is the subject of this relief. In September of 2008, Section 240-39.F(2)(0 Permitted and Prohibited Uses, Section 240-39.G(1)(e)[3] Yard"Setback Off Route 28/Falmouth Road, and Section 240-39.M(1)(a) Special Permit Provisions and of the Overlay District were amended by Town.Council. That amendment was passed in anticipation of the iredeveloprnent/reuse or this outbuilding fora bank. The amendment was driven in part by the proposed expansion of the Barnstable Municipal Airport. The TD Banknorth's 'Airport Rotary Bank' branch is situated on leased airport land that is to he used in the airport expansion. I Town of Barnstable,Zoning Board of Appeals- Decision and Notice Appeal No. 2008-071-TD Banknorth Modification of Special Permit No.1998-31 I The existing building and surrounding site area dates to a 1970 construction. The proposal is to demolish the existing outbuilding and rebuild a new free standing bank with three drive-thru lanes. Site improvements include bringing the immediate site area up to those site development standards of the Mall redevelopment and include closing of the site access onto Route 28 and utilizing the existing. signalized Mall entrance, upgrading site drainage, parking, and lighting; placement of site utilities under ground, and the installation of perimeter and interior parking lot landscape. Procedural & Hearing Summary: .This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 7, 2008. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened December 10, 2008, at which time the Board found to grant a modification of Special Permit 1998-31 subject to conditions herein. Board ,Members deciding this appeal were,James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, and Board Chair, Laura F. ShLifelt, Attorney Michael D. Ford represented the petition before the Board. He introduced,the development team that included Richard Tonsey, Simon Property Group, Leo Fein,'Manager.of the Cape Cod Mall and Leo Squire;of TD Banknorth. Attorney Ford presented a brief history of the redevelopment of the Mall and a summery of the redevelopment plans. He explained that the proposed demolition of the subject out-building and,the replacing of it with a free-standing bank building with drive-thrt.i lanes would complete this area of the Mall redevelopment. He noted that the proposal has been reviewed by the Cape Cod Commission and has been reviewed and approved with conditions by the Site Plan Review Committee. The Town's Growth Management Department has also contributed to the.proposal. Attorney Ford summarized the special permit requirements as specified in Section 240-39.A(3) of the Ordinance noting the proposal fulfills all of the criteria for the grant of the permit. Public comment was requested and no one spoke in-favor or in opposition to the request. The Board commented that the proposed redevelopment has undergone a number of reviews and the ` applicant has complied.with all of those agency's reviews. The Board and Attorney Ford agreed that this should be issued as a modification of the existing special permit. Findings of Fact: I At the hearing of December 101 2008, the Board unanimously made the following findings of fact: 1.. Appeal 2008-071 is that of TO Banknorth seeking a modification of Special Permit No. 1.998-31 issued to the Cape Cod Mall Nominee Trust pursuant to the Shopping Center Redevelopment Overlay District. The petitioner is seeking to demolish an existing freestanding building of 4,400 sq.ft. and rebuild a new 3,000 sq.ft. bank building with three drive-thru lanes. The subject property is commonly known as a part of the.Cape Cod Mall and the outbuilding is addressed as 226 Falmouth Road (Rou(e 28) Hvannis, MA. It is shown on Assessor's Map 293 as Parcel 043. It is in the.HB, Highway Business Zoning District and in the SCROD, Shopping Center Redevelopment Overlay District. 2. The petitioner.has addressed the requirements of Section 240-39.A(3). They are: I I Town of Barnstable,Zoning Board of Appeals-Decision and Notice i Appeal No. 2008-071-TD Banknorth Modification of Special Permit No.1998-31 I . l To protect neighboring properties against harmful effects the redevelopment is a partof the overall Cape Cod Mall site and will replace the existing Blanchaed's Liquor Store on that portion of the Mall property which fronts on Route 28. The new proposal will upgrade that. portion of the Mall property with a new landscape plan.including a more substantial buffer between the development site and Route 28. • The site plans, has been reviewed by the Site Plan Review Committee, including the Hyannis Fire Department the improved access t0 this area provides convenient and Safe access for fire- fighting and emergency rescue vehicles. • Convenience and safety of vehicular and pedestrian movement is incorporated within the development site as the improvements include removal of an existing curb cut at the site and the reuse of the area as a bank indicates that traffic will be reduced. • The redevelopment will improve.on-site stormwater management and employ best practic;;s in recharging groundwater. The proposed building shall be connected to Town Sewer. • Convenience and safety of off-street loading and unloading of vehicles is provided by the proposed site plan . - Adequate off-street parking and traffic mitigation measures have been. incorporated into the . . proposed.site development plans. • The site plan, with its perimeter landscape will impart a harmonious relationship to the terrain and to existing buildings in the vicinity of the development. • The one-story building has been aesthetical!v reviewed by the Cape Cod Commission. It is a attractive and functional design plan. Decision: Based on the findings of fact, a motion was duly made and seconded to grant Appeal 2008-071 'as a Modification of Special Permit 1998-31 to allow for the redevelopment of an existing outbuilding with a 3 000 sq.ft. free-standing bankbuilding with 3 drive-thru lanes subject to the following conditions: ' 1. Development of the site shall be as proposed in plans submitted to the Board entitled "Site Development Plans for TD Bank, Parcel 293043 and Portion of Parcels 293024, 2.53029,293033 and 311001, 226 Falmouth Road (Route 28), Town of Barnstab!e, Barnstable County, Massachusetts" as drawn by`Boh!er Engineering, revision date of 10/31/08 and consisting of Sheets _. Number 1 through12. ..2. The buildings to be built shall-coriform to those Architectural Plans Submitted entitled'"TD Banknorth 226 Falmouth Road, Hyannis, Massachusetts"; dated 7-21-08 as drawn by DRL Associates, Inc., Architects and consisting of.sheets A1.0, A2.0 and A2.1. '3. The development shall conform to all conditions of the Cape Cod Commission's November.712, 2008 Modification of Development of Regional Impact Decision Cape Cod Mall Renovation and. Expansion. i - .3 I i Town of Barnstable,Zoning Board of Appeals-Decision and Notice Appeal No. 2008-071-TD Banknorth Modification of Special Permit No.1998-31 4. The drive-thru banking shall be-developed as shown in the plan and shall not exceed three lanes ' or stations for drive-up banking. The fourth lane, as shown.on.the plans shall only be used as an. auto by-pass lane. 5. During the redevelopment of this area, surface runoff associated with the redevelopment area that is found to directly drain into Fresh Pond shall be adjusted so that it meets all Site Plan Review requirements for pre-treatment of the runoff before discharging to surface ponds. 6. Connection of the new building to the public sewer shall conform to all requirements of the Engineering Division of the Town of Barnstable. 7. No occupancy permit for the building shall be issued until the existing curb cut on Route 28 has been closed, curbed and landscaped as shown on plans submitted. 8. The new building shall only be used as permitted by Section 240-39 Shopping Center - Redevelopment Overlay District regulations. The 3 drive-thru lanes shall only be used for banking purposes. 9. Construction shall comply with all applicable Building and Health Division requirements and all applicable fire codes. 10. During all stages of construction, all vehicles, equipment, and materials associated with the construction shall be required to be located on the property. Any construction within a public right-of-way shall be approved by the Public Works Department of the Town and/or State Highway Department as may be needed prior to-any activity in the ways. 11. All signage shall conform to zoning iNo sign shall be illuminated so as to cause glare to the motoring public.' The vote was as follows: AYE: James F. McGillen, William K Newton, ,loichael P. Hersey, Craig.G. Larson, Laura F. Shufelt NAY: None Ordered: _ Appeal No. 2008-071 has modified Special Permit No. 1998-31 as provided for and conditioned herein. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and l notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years. Appeals of this decision, if any, shall be rhade pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of whi must be file in the office of the Barnstable Town Clerk. Laura F. felt, hair PatSigned 1, Linda Hutchenrider, Clerk of.the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty{20) days have elapsed since the Zoning Board of Appeals filed this decision and that'no appeal.of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and.penalties of perjury. Linda Hutchenrider, Town Clerk i . - own of Barnstable RAMEMA13U Assessing Division MASS. 367 plain Street,Hyannis CIA 02601 FD MAy www.town.barnstable.mams Office: 508-862-4022 Jeffery A.Rudziak, IAA - ' FAX: 508-862-4722 Director or Assessing ABUTTERS LIST CERTIFICATION L November 17, 2008 RE:' Adjacent Abutters List For Parcel(s) :R293-043 226 Falmouth Rd/Rte 28, Hy As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 1.1 of the Massachusetts General Laws for the above referenced parcel. They appear on the most recent tax list with the mailing addresses supplied with no exception. 22. Nancy J Fi 'ch, MAA i' Assistant Assessor 1 Attachment i j. Q:`_ABt`TT?R LETTFRS',abuI-ers-blank.DOC ry. AbutterReport Page 1 of 2 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '293043' Parties of interest arethose directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 17 n Close Map Fa ParcelY Ownerl —_ Owner2Y-- �.` Addressl -� Address 2. Mailing Country Deed CityStateZip 292163 CWYNAR PHILIP_J 50 OLD HARBOR RD HYANNIS, MA C18016 i 02601 SAGAMORE 292164 SULLIVAN, WAYNE P 0 BOX 1309 BEACH, MA USA C71945 02562 SAGAMORE 292165 SULLIVAN, WAYNE P 0BOX 1309 BEACH, MA USA. _ C699SE 02562 MURPHY FAMILY CAMPBELL, MICHAEL i 292166 REAL ESTATE &..MAUREEN & 25 PIERREPONT RD wINCHESTER, C18425 LEGACY LLC& MURPHY, RO MA 01890 292167 WINER, ERIC J 144 BARYON RD! HODGDON .ME 4 C16334 . . 04730 j BARON, LVILLIAM H MARSTONS 292168 P 0 BOX 590 MILLS, MA USA C15554 i III 02645 I MAYFLOWER CAPE C/O FIRST AMERICAN - IRVING ; X 293024 COMM REAL ESTATE PO BOX _67928 C4a423 i COD LLC SERV 75016-7928_ DOHERTY C/O MAYFLOWER FIRST AMERICAN IRVING,TX 293029 PO BOX 167928 C167S.0 INVESTMENT CORP CAPE COD COMM REAL EST 75016 7928 FRUCCI, KATHERINE HYANNIS, MA 293029001 47 WAREHOUSE RD USA C76834 M ET AL 02601 2210 293031 BORNSTU'LIMITED ^ ' 297 NORTH ST HYANNIS, MA C15742 PARTNERSHIP 02601 I� � �BARNSTABLE, HYANNIS, MA._^J ! ' 293032 TOWN OF.(MUN) y 367 MAIN STREET 02601 USA COC19E C/O MAYFLOWER FIRST AMERICAN IRVING TX 293033 UNIFAM INC CAPE COD COMM REAL EST PO BOX 167928 75016 7928 USA C42208 C/0 MAYFLOWER FIRST AMERICAN IRVING TX 293043. CAPE COD MALL LLC PO BOX 167928 USA C15254 CAPE COD COMM REAL EST �N 75016-7928 C/O FIRST AMERICAN 311001 MAYFLOWER CAPE COMM REAL ESTATE PO BOX 167928 IRVING;TX C15462 ( COD;LLC SERV 75016-7928. , )..m.._.._.... _ CAPE C00 5 CENTS .... ... _. .,--. ...... '... ..,.ORLEANS MA ' 311075 P O BOX 10 USA C13572 SVGS BANK 02653 LEEMILT'S 311079.,. 125 JERICHO JERICHO, NY 16905!: PETROLEUM, INC TURNPIKE 11937 I POYANT, MARCEL R PLAZA TWENTY- 20F CAMP OPECHEE CENTERVILLE, 1 311080`:a USA 12301/( < TR EIGHT NOM TRUST ROAD MA 02632. _ ...... This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a j I rd ' 9 - LEGAL NOTICES TOWN OF FM R STABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARINGUNDER THEZONING U ORDINANCE DECEMBER 10,2008 To all persona interested in,or affected by the Zoning Board of Appeals under Section.11,of Chapter 40A of the General laws of. the commonwealth of Massachusetb.and all amendments thereto you are hereby noded that ' 7:00 PM Appeal No.2008469 CupniH Richard M.Cunniff and Pauline A.Cunniff have applied for a,' Variance to Section 240.47.1 A Family Aparlmants.The applicants are seeking to dawilop and use an exsting detached barn locaoed on the properly for a family apartment Thevarrartce is requested to' allow for the apartment unit to be delanhed and tobe bested inthe existing atructure that is nonconforming wflh resped t'o the minimum is required front yard setback from Old Neck Lane..The propertyMnd is addressed2275 Main Street(Route#A)Wet Barnstable MAand a.' shown on Assessor's Map 237 as parce1033.tt is inlhe Residence F-2 Zoning District 7:15 PM Appeal No.2008-M Pigott Prudence Pigott has petitioned for Special Permit pursuant to Section 24¢g1 H(2)NoneonMrtrdn9Lot-Developed LotProtecdon. on The petitioner is seeking a Special Pemnd to ailowtorthe donron 19 oftheexfsdng dwelling and tombuiklingof anew,1,gg SOL,single famiy dwelling on the undersized lot of less than 10,000 sq.tt of upland.The locatienof the pmposeddweiTmgdoesnot�onformtothe required m'umnum yard setbadia,however they are more conforming than the established yard setbacks of the existing structure. The subject property is addressed 71 and 0 Sunset Lane,Barnstable, MA and is shown on Assessor's Map 301 as Parcels 024 and 023. The property is in a Resit B Zoning District 8:00 PM Appeal No.20"111, Nirvana Coffee Company Inc. Inc.h petitioned David LancasterdWaNirvanaCoOeeCompanY for a S petal Permd pursuant to Seddion 240-24.C(1)Cond final Use in the VB-A Business District. The petitioner is seeking a Special Pemnit to allow for a coffee hove,food seryrce estabfishmenL The property is 3206 Main Street(Route 6A)Barnstable,MA. 300 as Parcel and is shown onAssessoeil Map MO.The properly Is in the Village Busiriesa A Distrid 8:00 PM Appeal No:2008.067 Nirvana Coffee Company Inc. David Lancaster dlbfa Nirvana Coffee CompanY Inc.has petitioned for a Special Permit purwant to Section 240-57.C•vamstonce Warranting Reduction of Parking Requirements. The petitioner is i seeking to provide eight(8)seats Within the c0ffae'house witirout providing the required oR-street parking:The property is addressed 3206 Main Street(Roirte 6A)Barnstable,MA"and is shown on Assessor's Map 300 as Parcel 008,The property is in the Village rBusiness A District - 8:18 PM Appeal No.2008471 ,T. Ba... ..r.. Rededel PursuaMtoSeckn24"9.M(1 ua),tiwShoppbV opment Overlay Distrid,TD BanknoNrhas.Petitioned for a Special: PermdorvntheademadveaModdir mof$peciWPemdNo.1998.31 ' issued to the Cape Cod Mal Nominee Trust The petitioner is seek- ing to demolish an existing freestanding building of 4,400 sq.fL and rebuild a new 3,000 silk bank building with three drive thru lanes. The subject property is commonly known as a part of,the Cape Cod Mac and the budding is addressed as 226 FalmokM Road(Rorie 2 It Hyannis,MA.it ls shown on Assessor's Map 293 a Parcel043.It ls in the HB,highway Business Zoning District and in the SCROD, Shopping Center Redwae i sent Oveday DWaicL' These.Pubfic Heefrgiwill be held at.the Barnstable Town Hall,:`: 367 Main Street.Hyannis,MA,Hearing Room,V Flow,Wednesday, December 10,2008.phms and applications May be reviewed.atthe Zoning of Appeals Office.Growth Management Department Town ,200_Main Street,Hyannis. La.:':.:...hated C ire F.S hair Zoning Board of Appeals The Barnstable Patriot Novembef 211 and November 20,2008' Total Site Signage Proposed 49.65sgft Total Building Signage 47sgft B Total sgft 96.65 B na,mmunm . . z sq.ft. � � uum°oneteaeoer t 1. \S _ ` of DRIVE- THRU S 1 ® ® >< t D 1 � , Signs Below are 24"x24„ 1p D 11 wm.ravwcn. 1 E 1 0 o a Baalloprfn s 40 Bank TIE 2a� Open Days / jl_—— I a .MpUTI� R0 AD (ROU 5'X10'(50SQFT) internally illuminated - TD Banknorth date 11-07-08 226 Falmouth Rd. file.name TD Banknorth Hyannis, MA site plan revise.ai ntE�GN®P1�TER LM"glr�� rwveaHni rw see-M-3m Y H annis, MA size varies see above j I , r 11614 Elankn®rth Massachusetts THE SIGN CENTER 53-7054-2113 6/1612009 a 40 ORCHARD ST. o HAVERHILL, MA 01830 (978)372-3721 o °`200.00 AY 0THE TOWN OF BARNSTABLE DOLLAR )RDER OF N y. Two Hundred and 001100 8 TOWN OF BARNSTABLE BUILDI NG DIVISI ON 200 MAIN STREET AU-mOR¢ED NATURE HYANNIS, MA 02601 MEMO TD BANK _--_ .____.__.____._.. 00L16Li+ue a: 2lh370SIbSso 82�0667339u i 06 � ls� It �r t4 �-- ®fit i C-v { �-- INC Maurraj, �r �1L;'�ih�j.jjr �r�! ASSOCIATES INC. ARCHITECTS DATE: 8/24/2009 JOB NO. 06125 2 West Street, Suite G ATTENTION: Paul Roma Weymouth, MA 02190 (781) 331-8541 Fax (781) 340-6051 RE: TD Bank—Hyannis, MA vsorrentino@drlarchitects.com TO: Town of Barnstable Building Inspector 200 Main Street Hyannis, MA 02601 WE ARE SENDING YOU [3 Attached ❑ Under separate cover via the following items: ❑Shop drawings ❑Prints ❑ Plans ❑Samples ❑ Specifications ❑Copy of letter ❑Change order p FED EX COPIES DATE NO. DESCRIPTION 1 Final Affidavits Arch, Elec, HVAC, Fire Prot, & Plumbing) DD�' (� l✓ � THESE ARE TRANSMITTED as ch'lacked belo 0 For Approval ❑Approved as submitted ❑ Resubmit copies for approval 13 For your use ❑Approved as noted ❑ Submit copies for distribution ❑As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US REMARKS: Structural!Affidavif-to tie mailedrto-you i$e:par_ately: _ 7-0 COPY TO: SIGNED: Vincent J. Sorrentino If enclosures are not as noted, kindly notify us at once. THE COMMONWEALTH OF MASSACHUSETTS Final Construction Completion Affidavit On this 17`h day of August, 2009 before me, a Notary Public duly commissioned and qualified for the Commonwealth of Massachusetts, personally appeared Donald Lonergan, who being duly sworn, disposes and says that he has supervised the construction of TD Bank, 226 Falmouth Road, Hyannis, Massachusetts, and`that this structure conforms to the submitted plans and to the codes of the Town of Hyannis, Massachusetts and the Massachusetts State Building Code 780 CMR, 7'Edition. Further, that all required approvals and material Affidavits have been submitted, and that there are no violations of law or orders of the building inspection department pending. I, as the affidavited Engineer and /or Architect hereby certify that I have on this date, August 17th, 2009 inspected the property located at 226 Falmouth Road, Hyannis, Massachusetts and find that the locus and its structures comply with my plans and specifications and all rules and regulations of the codes of the Commonwealth of Massachusetts. Therefore, I request a certificate of occupancy for TDB outh Road. . Hyannis,Massachusetts. o.4027 PEMSR Ori i s Date v tes Architects, Inc. 2 West Street Suite G Weymouth, MA 02190 (P) 781-331-8541 (F)781-340-6051 Subscribed and sworn to before me this 17th Day of August,2009 M, CQ•co+ sI°NEi��•��i • •* (Notary Public) i •�/bSETts�• Verne G. Norman Associates, Inc. Electrical Consultants, Engineers and Designers 541 Main Street S.Weymouth, MA 02190 Tel: 781-3354200 E-mail: vgna@vgna.com Fax: 781-335-5737 ELECTRICAL FINAL AFFIDAVIT I certify, Pursuant to Section 780 CMR Article 1 Section 116:0 of the Massachusetts State Building Code, that I, or my authorized representative, have periodically reviewed, during construction, the work at 226 Falmouth Road -Hyannis associated with the Electrical Portion and that to the best of my knowledge, information, and belief, the work has been done in conformance with the permit and plans approved by the local Building Department as modified by change order and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. This certification is subject to the completion by the Contractor of all Punch List items. Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis MA Nature of Project: New Building-Electrical �N OF MgSS9; Frederick P. Goff, P. E. FREDERICK P. u Address: Verne G. Norman Associates, Inc. GOFF ;► 541 Main Street, Suite 220 v ELECTRICAL "' ► South Weymouth, MA 02190 NO.338560 On this 1 �► , 2009, before me, the undersigned notary public, personally appeared Frederick o (name of document signer), proved to me through satisfactory evidence of identification, which were "Personal knowledge of-identity", to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Before me, Notary Publ' ��L s1O o G _ 1. _ .My commission expires: P 1� r,. c ?o .N 0. _' _ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (HVAC) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Engineering, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code,.I, Thomas Matthews Massachusetts Reg istration,Number 31492 being a registered professional Engineer hereby certify that all HVAC plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81R. For the above named project I, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative, was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, VMOF n10MAS E yG MA'T114M R. o HVIAC No.31492 ti A�o,�FG1SIER��s' S�OMAL $ -21 -ZDool Engineer Thomas Matthews Date Subscribed and Sworn to, before me this, L day of_ 2U ,, the undersigned notary public, personally appeared provide to nfe through satisfactory evidence of identification,which is s� , to be the person whose name is signed on the preceding or ttached docup6ent, and acknowledged to me that he signed it voluntarily for its stated purpose. 44taryPf �_''°� ARLEEN F.GD W Notary Pu Commonwealth of M W Commission Expires ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (FIRE PROTECTION) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Engineering,Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Raymond Vincent Massachusetts Registration Number 46528 being a registered professional Engineer hereby certify that all Fire Protection plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81 R. For the above named project 1, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative,was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, 2009. OF Mgssgr� RAYMOND G C. �a VINCENT �i MECHANICAL ch No. 46528 0 j C. ��o��C,sr€R� Q�2 Engineer Raymond Vincent ate Subscribed and Sworn to, bef me this-,�2 day of 14- 2000 the undersigned notary public, personally appeared , provide to me through satisfactory evidence of identification, whi i l�, to be the person whose name is signed on the preceding o attached doc ent, and acknowledged to me that he signed it voluntarily for its stated purpose. /�J— otary Pu " vaS`' \ ARLEEN F.GUYAN W Notary Public 1, Commonwealth of Massachusetts My Commission Expires Sep 15,2011 ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (PLUMBING) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Enizineerinfr,Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Raymond Vincent Massachusetts Registration Number 46528 being a registered professional Engineer hereby certify that all Plumbing plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81R. For the above named project I, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative,was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, 2009. N OF Mgss PAYMO.ND 0 C. VINCENT MECHANICAL No. 46528 &OISTE��O � C, ION ALM� Engineer Raymond Vincent Date Subscribed and Sworn to, a me this day of 20,Q1 the undersigned notary public, personally appeared c , provide tom through satisfactory evidence of identification, whkvrs to be the person whose name is signed on the preceding attached dodiment, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary P li ARLEEN F.GUYAN 42S` � Ci W Notary Public Commonwealth of Massachusetts My Commission Expires Sep 15,2011 C. A. CROWLEY ENGINEERING, INC. 645 County Street, Unit 6 Taunton, MA 02780 SITE VISIT August 21, 2009 Job No: 08077 .00 LOCATION: Hyannis, MA DATE: August 21, 2009 _ L_ PROJECT: TD BankNorth PRESENT: Ray Vincent - C.A. Crowley Engineering The site was visited to observe the Mechanical systems' installation. The following items were noted: SPRINKLER • Fire department connection escutcheon not installed. • Sprinklers in plaster ceiling area between Lobby 101 and Office 109 are more than 7' -6" off the wall. • Remove protective covers at Entry, Vestibule, and Teller Area soffit. • Install missing sprinkler escutcheons and flat plate covers. • Glycol loop has not been installed. Expansion tank is on site, and a backflow preventer is lying on the floor of Toilet 111 in a pile of debris with ball valves open. Backflow should be cleaned and tested prior to installation. • Toilet room vestibule sprinkler more than 7' -6" off wall. • Sprinkler riser alarm devices being wired. PLUMBING • Wall hydrant not installed. • Trap primer in Janitor 112 not installed. + Lavatory insulation not installed. • Install escutcheons at wall penetrations. • Water heater not installed. • Water cooler and Toilet 110 water closet not operational. • Roof gas piping not painted. • Roof curb gas pipe penetrations not sealed. • Rainwater recovery system is incomplete: - Sight glass flow indicators not installed - Dye injection tank and pump not installed - Pipe color and markers not installed - Piping and wiring incomplete - Cistern was not accessible due to paving operations HVAC • Toilet 111 electric baseboard heater not installed. • Exhaust fan EF-1 incomplete (wiring and duct) . • Exhaust louvers not installed. • Lounge 108 electric baseboard heater not installed. • Lounge 108 exhaust fan EF-5 incomplete. • Mech/Stor/Trash 107 electric unit heater not wired. • ATM/Work Room 102A exhaust fan EF-4 incomplete (grille and : duct) • ATM/Work Room 102A thermostats not installed. • ATM Room 102 exhaust fan EF-6 not installed. • Vestibule 100 remote sensor, grille, and diffuser not installed. • Copy/Fax area supply diffuser not installed. • Work Room 104 supply diffuser and return grille not installed. • Split-system refrigerant pipe roof penetration not sealed. GENERAL • As-built drawings and 0&M manuals required. Respectfully Submitted, C. A. CROWLEY ENGINEERING, INC. Raymond C. Vincent, P.E. Cc: Tom Matthews - C.A. Crowley Engineering Fred Clark - DRL Associates i J . um 1223 Mineral Spring Avenue North Providence,Rhode Island 02904 STRUCTURAL FINAL AFFIDAVIT Name of Building: ID Banknorth Project Location: 226 Falmouth Road,Hyannis,MA Nature of Project: Analysis and Design of Single Story Steel Structure with Tower ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ® STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER To the Superintendent of Inspectional Services of the Town of H_b annis: I certify,pursuant to 780 CMR.articles 1 §116.0 of the Massachusetts State Building Code,that I have observed the work associated with Permit No. 20090631 dated April 28, 2009for property located at 226 Falmouth Road Hyannis, MA. To the best of my knowledge, information and belief,the work has been done in conformance with the approved plans,and with the provisions of the Massachusetts State Building Code and all other pertinent laws,rules and regulations of the Town of HvH nn_is,the Commonwealth of Massachusetts,and where applicable,the United States. OF v� QUEH � STTRUtN1lAl � _� M.David.Ode P.R., 3 8 Ho STRUCTURAL ENGINEER— �o�CSQ Signature Odeh E%jneers.Inc. COMPANY 1223 Mineral Spring Avenue North Providence.RI 02904 August 17,2009 Address Date Then personally appeared the above-named ML David Odeh,P.E.and made oath that the above statement by him is true. Before Me, Notary Public My Commission Expires: 2/24I2011 Phone:401.724.1771 Fax 401.724.1981 DEVAL L„PATRICK &avERNOR (7ANfEL C.CRANE MURRAY Commonwealth of Massachusetts MMUM0FPMOF coNS MM AFFAIRS&6USINESS nMOM P: tWR • REG"WH DIVES�QIi Of Professional L�CenSUre GEORGE K WESER DANIELO'GONNEL.L Plumbers & Gas Fitters DIREMP.DIMONOF SECRETARY M HOUSiHG PROFESSMAL LtCENSURE AMECONOWCOEYELOPMM 239 Causeway Street• Boston • Massachusetts•0211� Gray Water systems Requirements 1. All gray water-systems shall require Board approval. 2, If the gray water system is connected with a potable water system it shall be protected with a high hazard back-flow device or be properly air gapp e . alled in compliance with 248 CMI�,or a method approved by 3. All piping shall be inst the Board. 4. All piping shall be color marked by painting Pur le. 5, All piping shall be labeled every 14 feet at all branches and at both sides of all penetrations: Gra Water S ten1 G. All termination points,other than fixtures shall be identified: gray Water S stern. 7. The owner of this equipment shall comply with the operations and Maintenance Manual,which shall be supplied by the Manufacturer. 8. All-water which is to be used for fixtures supplied by the Grav Water S stem shall be identified by adding a non,toxicBlue dye. 9-. All gray water systems shall be treated prior to reuse. TELEPHONE: (617)727 9952 FAX: (617)727-6095 TrY(TDD: 617.727.2099 http:llwww.mass.govtdpf Received Commonwealth of Mamebasefts 2009 Division of Professional Licensure Board of State Examiners of Plumbers and Gasfitters StaW-, df 239 Quwwap street,spite 400-Boston,i4lS_ehnsetu 02114 Mumbers&f S SPECIAL PERMISSION PLUMBING RE UEST APPLICATION FORM 75.00 a ication fee er'ob-Check a bte to Comm nweaith of M ssachusetts 1 TYPE OF REQUEST SnPaat Safety Considerations Warrant an ttemate: Design Method E] Product System Vgntirroi Systems: Air Adrrilttartoe Valve Lj Automatic Vent[ Combination Waste&Vent E] So-Vent Water R clin S st s: Onsite Waste Water Treatment System Black Water(:] Gray Water - 2 APPLICANT Name: Ra and C Vncent Tel: l 08-Sti4-5094 Fax 1-SOt3�134�099 Address 645 Cou Street C4/Town:uaunton ��State: MA ZIP. 027 00 A Copy 4f this request,to include art documentatron was given to the Plumbing Inspector on (mmddyy) I hereby cer*that the information entered on this appkation request,to Include supporting documentation,is true and a=rate and is in compliance with Chapter 142 of the General Laws and 248 CMR p 18SSOd usetts State Plumbing Code as amended. ��_ C � /� Professional En ineer Y y Authorized Signature TitlelPosition - Email: RVncent@crowteyeny coin Dame: 02t03l2009 (mm/dd/yy) Part 3 INSTALLING CONTRACTOR INFO ON This information is not avaiiable at this time: ; �- Tel: I Fax: Name: Cityrrown: State: ZIP: Address: PHONE:616 727-9452 FAX:617 727-60" www.nivis.gov/dpUboardsip] i w ll � r C.A.Crowley Engineering,Inc. Letter of Transmittal : 645 County Street,Unit 6 Taunton,MA 02780 Phone:(508)884-5094 Fax:(508)884-5099 To: DRL Architects Job#: 08077.00 2 West Street,Suite G Attention: Fred Clark Weymouth,MA 02190 Date: 04-14-09 Re: TD Bank—Hyannis,MA We are sending you ®Attached ❑Via The following items: ❑Shop Drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change order ®Other ❑ ❑ Copies Date No: Description 1 R:68-09 State Board Approval of Rainwater Recovery System copies ❑For approval ❑Approved as submitted El Resubmit for approval ®'For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested Q Returned for corrections ❑Return corrected prints ❑For review and comment ❑Prints returned after loan to us ❑For.bids due ❑Reviewed ❑ ❑ Remarks: Copy to: File Signed: Ra iond C.Vincent,P.E. F Part 4 INSTALLATION INFORMATION Use Occupancy: Commercial Industrial® Institutional ResidentlalL]Other Company/Name: TD Bank Tel: WA p260'1-2760 installation Address: 226 Falmouth Road C itYRan; Hnnis ZIP: Equipment to be installed: Rainavater Recove stem Additional Equipment Information Attached: Reason(s)for this request'Installation of rainwater recovery system for flushing toilets I i i 5 FOR OFFICE USE ONLY / Request for Special Permission is hereby: gr anted denied❑ Date / ` ` (mmddyy) Reason(s)for denial: Authorized Signs _ D i co i w•r' ID JL—lt >i a n 2,5140 GAL I'PUMP USCNARCE PRE-CAST iT'MAKE-OF ," ' , I I IT M SITE DRAINAGE �iCRTEX FILTER V UP TO REORCULATION PUMP ��R40F i'UP FROM WE Eu Pam-_.... COORDINATE INSTALLATION AND INVERTS%lH 511E ODNWACTOR egAS OF P� AND LOCAL CODES 8 REGU ICNS suac�rovEo�� w AND Rr��gnCHE �s CO oAr� o i o FOA i ( f CD I I C.A. CROWLEY ENGINEERING INC. PROPOSED TANK AND RA MowD 5 . ., CONSULTING ENGINEERS C. `1r,�;; PIPING LAYOUT 645 COUNTY STREET UNIT 6 N VINCEW N;•., TAUNTON'MASS.02780 ' I M[CHANICAL t,' -� N8 ;:�0 4a�I� PH. (508)884-5094 FAX(50$)884-5099 o.465z TD BANK 0 �Fs CIST>~¢ ��a .;' 226 FALMOUTH ROAD DATE: 04-oa-49 ,TaroNA4 �`'�as SKP-1 `-' Fit?? HYAN N I S, MA DRAWN NRCV • D CD w 0 co 0 NOTE: A1L POT)RE AND NON-POTAM SYS u I 1p ow DP o PIPING%Ia 9E INDENT O AS REOUIRFD BY i 2'v DN IHE INTERNATIONAL PLUMBING CODE(2DD6 Ed). ! 1 'Cw OP NOTE 00CRaR1ATE RAINWATER KMVERY 1�2'1W 4%ON _ I 2 wev E PMENi AND PoPING IHSTAIIATION Ntlft THE 'i 9U1 , ELECTRCAL CWTRACTCR. ! WATFS RD440 r �i D I �DOY IXIT KW 4N DN � .... ....____ ... i..........—.--, i.�.—......�...�...___... I ,''� I . .gym , 1/2'CW FROM DYE CONTACT 1� s'NtL DN f I $ ! WC-f(j �' i,� ; m TANK TD WATER CIMS `� j�,.t CONTACT TANK MFD ,..'...__ �I t,. 2. I Ij z 01f TI T W MP2'i , LAY-t m G7 PRESSURE TA� F I j I fi. . �_A..... i LAY-1 �!( _. _ 2• PARncuIATE FlLTERS I �� iI! WATER METER ��. �"'3 j I � -- �; DF-1 D�pIlstvN�FECyyTION .�'1A.1 'N�1A7 11G. �I1-� •,..-••r� i+•+�� 's•ro—ai I C� f'r- ��r I:.ss TO RAINWATER SYS�FlN 1 _ 1 AERS Qp�p �•C151ERN�IAIfE-UP WATER 1 CO • qPp CG w/METER&BACISfLOW.. �� R-5 �v & IqO 8'RL 198648 ! -mma 4V kE E �QA�g 1 DR FROM CLSffftN 1�2 Cw 4'itL UP TO RD Co D$ �s TANK NtEpkWLATON PUMP 2 W6M •-y' ( r U. QA�E Y°o -�,cj Z PARRCULATE ALM � 1/Y'tW �— n�; E � , t� 7, t? �R � O U,V,d�NFEOOH l_. ._,� r ,1 i! t'DN TO l3STERN 1 I �,.:_._ T t ` .`. Ico k u�P io avERtLaw Ra �4.�,•_..... � STANDPIPE)� PROPOSED MECHANICAL C.A. CROWLEY ENGINEERING INC. ;.,o ,1 CONSULTING ENGINEERS '�j RAYMONL' ROOM LAYOUT ., 645 COUNTY STREET UNIT MASS. 02780 8 o, C. w f v ,` NT MVI�CwcEm A. rigI �' TD BANK PH.(508)884.5094 FAX(508)884=5499 �a. 455Z8o � �/A 'kw; 226 FALMOUTH ROAD DATE: 04-08-09 E� .x SCALE: NONE SKP-2 �.a.�.,,,r- HYANNIS, MA DEtAWN: RCV v cg , w w1f10.Floa� YwiaclmR9 r �""' YYfaExrts� n a+c�uxmm a 0 , cm C� AS lam r wtt-►P rp' aar nu m fu W am r w�c qua+ z vrrt runt aarnur 10 0"m wma 9 wm=m armor pW { somtMao an Fx Ft s FBw �NEptS OP pL naa srra prv) ma� Suljuecr AND Filed maw AwlL, $ N E P FA RM v u m m mm E w in No mu r � a.iuv a No rrta m r£sQotmm um 90= IS CkECKeo EY b a arc OATS co Qb PoPoint , 5tRd1 AN1 IR Pl M co d-PAN �� o , bt�p�►oF4i�s; C.A. CROWLEY ENGINEERING INC. PROPOSED. CISTERN AND CONSULTING ENGINEERS r� yMOND 0. EQUIPMENT LAYOUT 645 COUNTY STREET UNIT e 4.r VINCENT �+? TAUNTON,MASS.02780 MECHANICA �tNo.4552 � .'' TD BANK PH, (508)884-5094 FAX(508)884-5099 �0�SsGISTS 226 FALMOUTH ROAD LATE: o4-os-09 11l! j I�c m, MAL SCALE: NONE Sf`t'--J HYAlVNIS, MA DRAWN: RCV PRESSURE GAUGE (TYP) CHECK VALVE SIGHT GLASS WITH MANUAL AIR BLEED FLOW INDICATOR & PUMP PRIMING U. DISINFECTION UNIT n CONNECTION r- m m z BALL VALVE (TYP) PUMP SUCTION---- 20 5 MICRON FROM CISTERN PARTICLE FILTERS NERS op CISTERN RECIRCULATION ~'SYSTEM DISCHARGE w'L'PsuAl pRp� Z�'y PUMP (TACO 00 SERIES) j0 CISTERN ��cHFANp'��D trap y, so pq Q - ul CISTERN RECIRCULATION/FILTRATION f DISINFECTION SYSTEM S NO SCALE '• tH OF,�.•;�, - -.� C.A. CROWLEY ENGINEERING INC. RAYrAONU � ., PROPOSED CISTERN RECIRCULATION CONSULTING ENGINEERS <" VINCENT AND DISINFECTION SYSTEM 645 COUNTY STREET UNIT 6 01 WCMANICAL TAUNTON, MASS.02780 No.46529 TD BANK PH. (508)884-5094 FAX(508)884-5099 ° a�> 226 FALMOUTH ROAD DATE: 04-08-09 oMnL �� . SCALE: NONE �KP�4 w- -�" HYANNIS, MA DRAWN: RCV SPECIAL PERMISSION REQUEST-GENERAL NOTES To obtain Special-permission an applicant shall: 1. $75.o0 application fee.Make check payable to the Commonwealth of Massachusetts. 2. Submit the completed special-permission request application form to the Board. r 3. At the Board's request,appear at a Board meeting to discuss the request. 4. There is presently no fee for Plumbing Special Permission requests 5. Submit a set of construction documents stamped by a Massachusetts Registered P.E. 6. Provide detail information and documentation for equipment,materials and operation of system,etc. 7. Provide manufacturer installation and operation manuals and any other relevant documentation. 8. Part(5)of this application,is reserved for official Board use only. 9. The Board will not process incomplete applications. 10. For assistance,cell the Plumbing.Board office at(617)727-9952. 11 Please read the following requirements)applicable to the type of request made. Definition:Special-permission.Explicit permission from the Board that is required before installing certain products, materials,or systems because the products,materials,or systems raise special safety considerations. Definition:Variance.Authorization from the Board to install or retain a plumbing or gas fitting product,system,device or fixture because the product,device,or fixture deviates fort the requirements in 248 CMR and because the applicant has established the existence of an undue hardship resulting from being required to comply'with the requirements of 248 CMR. v SPECIAL PEftMISSION ggQuMT—SPECIFIC INSTALLATION NOTES water Roe vclln Systems-Gra Water-Brack Water Onslte Waste Water Treatment 1. If applicable,the applicant must comply with the requirements of 310 CMR 15.00. 2. The water recycling system shall include the assembly of all piping,valves,pumps,meters and retaining tanks for the installation at exterior or interior water recycling and reclamation system locations that shall include but not limited to collection point and points of use for dedicated gray water,black water or,onsite wastewater treatment systems. 3. The potable water system must be protected with a Board product approved high hazard backflow device or, properly air-gapped at the point of connection. 4. The piping shall be installed in compliance with 248 CM 10.00 or by methods approved operation m maintenance by theual Board. duling 5. The owner of the recycling equipment shall comply 1 supplied by the manufacturer. 6. The potable'water system piping shall be painted as follows: penetrates a. Paint Y wide bands of green at intervals of not more than 10'and at points where the piping p through walls,floors and roofs. b. The painted bands.shall be applied to the piping on both sides of the walls and above and below the Hoar or roof penetrations. 7. The dedicated gray or black water system piping shall be painted as follows: a. The piping shall be painted purple. b. The piping shall be completely colored throughout its entire length. c. The piping shall be labeled*Caution Gray Water System'at every 10'. d. The piping shalt be painted at the start and end of all piping branches. e. -The paint shall be applied on both sides of the walls and above and below the floor or roof penetrations. f. The piping shall be painted at termination points other than the actual fixture. Combination Waste and Vent S em A combination waste and vent system shall not be used unless no other system is possible or practicable and only after the Board approves the Special permission request in compliance with 248 CMR 3.04. i. When Special permission is granted,the following requirements shall be met a. The system is limited to the installation of floor drains and sinks. b. It shall consist of a wet vented installation of waste piping in which fixture drains are not individually vent. c. Every drainage pipe in a combination waste and vent system shall be not less than two pipe sizes larger than the size required in 248 CMR 10.15 Sin teStackSan' Drains a System So-VertK'}. 248 CMR 10.06(2)(t)Single Stack Sanitary Drainage System C An engineered single stack system employing the use of aerator&de-aereator fittings designed in compliance with Cast Iron So-Vent Design Manual#802&ANSI standard ASMEJANSI B16.45-87 for cast iron systems or ASSE-1043,ASTM D-2665&NSF-14 Test and Design for PVC systems may be used in buildings provided the following requirements are satisfied. 1,Every such system shall be: a.Designed or engineered by.a qualified person. professional engineer. b.So-Vent systems shall bear the stamp of a Massachusetts registered pro en g c Drains with 118'pitch per foot are exempt from the water saving fixture unit Table. d.Installation shall not commence until the Board approves thhi Specialg, Permission [ron or P request. 2.Piping material shall be Type K, L,M,DWV hard drawn coppercast iron or PVC and must be of DWV design. 3.All fittings shall be made of cast brass,drawn wrought copper, e the waste from urinals. 4.No part of the copper and no-hub system receiv 5.Any change in redesign in the So-Ventwith CMR 10.06(2)(o).tto stack size shall be a maw uthe requirements of 248 CMIR m of 4' 6.Ail PVC pipe and fittings shall comply 7.Every So-Vent system shall have at least one full size vent stack that meets the following requirements: a.The diameter of the full size vent stack is no smaller than 3". b.The vent stack shall run undiminished in size from the base of the soil or waste stack to a point of 181 to 24'above the roof or reconnect to a stack vent installed in compliance with 248 CMR 10.16(5)(b). c.All main penis of vent stacks shall connect full size at their base to the drainage of the building or to the main soil or waste pipe,at or below the lowest fixture branch. d. If the roof area is used for gardening,a parking deck,observation deck or similar purposes,the vent shall extend no less than 8'above the roof and be increased on pipe diameter. e.increaser—The change in diameter of a vent terminal shall be made by the use of an increaser,and occur no less than one foot below the roof surface- 8.Laundries in multi-story buildings: em Washing machines shall conned to an independent a.No washing machine shall connect to a So-Vent s st laundry stack. b.The independent laundry stacks shall connect to an independent laundry main drain. c.The independent laundry main drain shall connect to the building drain a minimum of 40 pipe diameters upstream and downstream of any soil or waste stack• to the laundry main drain a minimum of 40 pipe diameters d d:A suds relief vent shall connect ownstream from the relief vent shall connect to a vent a minimum of two branch intervals above the base the laundry stack.The suds base of the laundry stack.(See 248 CMR 14.22,Figure 1 g) e.Deviation from the above will require a variance in accordance with 248 CMR 3.04(2). Automatic Ven LFR1_1r�iL: permitted except 1. Automatic vent fittings are not pe 2. Special permission in compliance with 248 CMR 3.04(3)has been granted by the Board' 3. The automatic vent fitting shall be installed in the vertical position not less than 6"above the down of the trap it serves. 4. The piping distance from the trap outlet to the automatic vent fitting shall not be more than 12', 5. The tailpiece from the fixture trap shall not be longer than 12°. 6. The automatic vent fitting shall be installed on the run of a T Y in the vertical or branch of a T-Y in the horizontal with the T Y installed so the direction of flow is with the flow of waste. replacement. 7. The automatic vent fitting shall be installed in allocation readily accessible for inspection and pl a. The automatic vent fitting shall never be installed in a concealed location. A'r Admittan Valves: 1. Air admittance valves are not permitted,except: 2. Special permission in compliance with 248 CMR 3.04(3)has been granted by the Board. 3. An individual vent,branch vent,wet vent,circuit vent,vent stack or stack vent shall be permitted to terminate with a connection to an air adrriittanee.valve. 4. Air admittance valves shall be installed in accordance with the manufacturer's installation instructions. MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBINQV City/Town j� �f, MA. Date:� '7-0 Permit# I Building Location; L (,•\ Owners Name: Tip �•.�1� �� Type of Occupancy: Commercial Educational Industrial 0 Institutional 0 Residential New Alteration: Renovation: Replacement: Plans Submitted: Yes NoC� FIXTURES z z N O Y U ZU) co N } J x F 1 - W V rn a W z Fa- Y n zZNxe a ? ~ WzF- W 9 W (n v Y. CO X WW Q Wu) JJZj r = p z W _wUi- xa MI- U j000zwFH z � a0 _J a o OW n W o SUB BSMT. BASEMENT ' 1 FLOOR 2 N uFLOOR 3 FLOOR 4 1HFLOOR 5 FLOOR 6'H FLOOR 7 FLOOR 8 FLOOR Check One Only Certificate# Installing Company Name:L C 2iL._AM ` Corporation Address: ca�rlt?u� ( City/Town [State: _ Partnership Business Tel: Stay„ �„ Fax: � Firm/Company Name of Licensed Plumber:'.CN_i INSURANCE COVERAGE: I have a current liabilitV insurance policy or its substantial equivalent which meets the requirements of MGL.Ch. 142 YesNo If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. A liability insurance policy' Other type of indemnity Bond L1 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement -Check One Only Owner L] Agent L] Signature of Owner or Owner's Agent 1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my , Knowledge and that all plumbing work and Installations performed under the permit Issued for this application will be In compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 o Laws. BY�,� Type bf License: r. �� Si na ed Plumber Title] i ✓ Plumber .a .� Master Cityrrown[L� _ 3 Journeyman {�� License Number: 2 APPROVED OFFICE USE QNLY � r MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING City/Town, MA. Dater _i��g� ermit# Building Locations � i�\w W Y� � � Owners Name: T. a. 13 Type of Occupancy: Commercial Educational Industrial 0 Institutional Residential New: Alteration:, Renovation:? Replacement: Plans Submitted: Yes No FIXTURES Z z v� O Y U CO a z Y } cn a v C7 IY , g E- a z ❑ z W rn m z I— w z E O a f- O m 1: w ❑ n. H z >- R � � Z ui � C9 LL)) a w cYi = = a0• O v z Q a Y z-JKw W w a m m ❑ ❑ LL O x Y g lr rn i— ❑ o; SUB BSMT. BASEMENT is> 1 FLOOR 2 FLOOR 3 K u FLOOR r 4 FLOOR Y 5 FLOOR 6 FLOOR 7 FLOOR ` 8 FLOOR Check One Only Certificate# Installing Company Name:��- , ��v.•� Q�b ` l�G ��L4� A Corporation Address: Z rr,•i+r, a Ci /Town 1..� #State: MA 1 D � � s... ri Partnership Business Tel: ) -s tal l2L) i Fax: �a Firm/Company Name of Licensed Plumber:wr INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL.Ch. 142 Yes!.r .4No If you have checked Yes, please indicate the type of coverage by checking the appropriate box below. A liability insurance policy j; Other type of indemnity BondLj OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner Agent Signature of Owner or Owner's Agent. I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my Knowledge and that all plumbing work and Installations performed under the permit issued for this application will be In compliance with all Pertinent provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. By i _ �aw, - - - Type of License: Title _ ' i ✓ Signat a of icensed Plumber -_j Plumber i—, CitylTown Master APPROV�OFFICE USE ONLY Journeyman �? License umber: S Z w � August 21 2009 Town of Barnstable Attn: Plumbing Inspector 200 Main St. Hyannis, MA 02601 To.Wh.om,.It_M�.y_ronce*�1 _- On our plumbing permit dated 5/18/09 for TD Bank on 226 Falmouth Rd., Hyannis, we had listed that we would be installing a gray water system. We ended up not installing this system. This letter is to confirm in writing that we are not responsible for this installation. If you have any questions, please don't hesitate to contact us. Thank you. Sincerely, Mary illiams Thomas.J. Kennedy Plumbing, IJ t *r F R 7.1 7�n r a�t.tb v. i.i v[�( , Inl.v y ra (508)824-6556 coy► MASTERS LIC. 13277 250 CAPE HWY. • ROUTE 44 • E.TAUNTON, MA 02718 • TEL: 508-824-6556 • FAX: 508-824,6554 www1ennedyplumbingandhvac.com TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION,;- Z Map Parcel.:�Y�i, L_ AP plicatioh, # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address a dAP F, �Mo Village Owner Address Telephone Permit Request D )( 10 0 L : Square feet: 1 st floor: existing proposed .2nd floor: existing—proposed Total new Z6ning District.. Flood Plain Groundwater. Overlay Project Valuation Construction Type Lot Size Grandfathered: U Yes L3 No If yes, attach supporting documentation. Dwelling Type: Single Family Ll Two Family Ll Multi-Family (# units) Age of Existing Structure Historic House: Ll Yes Ll No On Old King's Highway: L3 Yes Ll No Basement Type: LJ Full L3 Crawl LJ Walkout Ll Other Basement Finished Area(sq.ft.) 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 Heat Type and Fuel: LJ Gas L1 Oil LJ Electric L3 Other Central Air: LJ Yes U No Fireplaces: Existing New Existing wood/coal stove: Q Yes Ll No Detached garage: J existing L1 new size—Pool: L3 existing L11 new size Barn: Ll existing 0 new size Attached garage: Ll existing L11 new size —Shed: 0 existing L11 new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded Ll Commercial Li Yes Q No If yes, site plan review# Current Use Pav-\-,:�tnn lb�_ Proposed Use �: i o Aey,�- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name dw arid Co Telephone Number ,< - Address L 3q License # Home Improvement Contractor# Worker's Compensation # W c-, qcb�(� IQ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'SIGNATURE C'�A LO & DATE L U for FOR OFFICIAL USE ONLY If APPLICATION# i 4 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 4r - k , r� F DATE OF INSPECTION: FOUNDATION FRAME INSULATION k 4 , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 3 r L The Commonwealth of`Afassachusetts Department of Industrial Accidents 0 tee of Investigations 600 Washington Street Boston,MA 02111 wwwmass.gov/dia Workers' Compensation fnsurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization(Individual): Md G . Address [� City/State/Zip: Or tom, 01&Phone.#: Are you an employer?Check the appropriate bog: Type of project(required): , 7J 4. ❑ I am a general contractor and I W,am a employer with ❑ employees(full and/or part time).*. have hired the sub contractors 6: New construction 2.Q I am a"sole proprietor of parttier=' listed on the'attached sheet. 7- Remodeling ship and have no employees These sub-contractors have 8. Demolition.: working for me in any capacity. employees and hive workers' g ❑Buildir�addition [No workers' comp,insurance cornp:insurance.# required.] S.. We are,a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their I I.❑Plumbiag repairs or additions myself.[No workers'comp. right of exemption per MGL 12.E]Roof repairs insurance required.]t c. 152;.§1(4),and we have no employees.[No workers' 13Other comp.insurance required.] ` *Any applicant,that checks box#1 must also fill out the section below showing their workers'carrtpensitioa policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new davit indicating such; { tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. 1f the sub-contractors have employees,they must provide their workers'comp.policy number. Aram an employer that is providing worker's'compensation insurance for my employees.. Below is:the policy and job.site information 'insurance Company Name: 2AW CM � Policy#or Self-ins.Lic.#: L,L_ �'f� T �DI� � Expiration Date: O5 Job Site Address: a_ol L City/State/Zip: V t t ri Attach a copy of the workers'compensation policy declaration page"(showing the policy num4 and expiration date). Failure to secure coverage as required.unnder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to S 1,500.00 and/or one-year imprisonment,as well.as civil penalties in.the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a'copy of this statemci t maybe forwarded to the Office of Investigations of theDIA forn��r�nce coverage verification Ido hereby certi .under thepttins• dpenalties ofperjury that the informationprovidedab ve is true and correct. Si attire: Date q00/ 1 Phone##: V V Official use.only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health Z.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: I Certificate of Flame Resistance ISSUED BY Manufactured by Date treated or r Snyder Manufacturing,Inc. Fred's Tents &Canopies manufactured 3001 Progress Street 7 Tent Lane Dover,OR 44622 06/2009 AET� Stillwater,NY 12170 F.140 This is to certify that the materials described'below have been flame-retardant treated(or are inherently nonflammable) FOR Creedon&Co. 39 Jolma Road Worcester,MA 01604 Certification is hereby made that:(Check"a"or"b") a)The articles described below this Certificate have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem.Reg.No. _ Method of application X (b)The articles described below are made from a flame-resistant fabric or material registered and approved by the State Fire Marshal for such use. X NFPA-701 (large scale) f Trade name of flame-resistant fabric or material used BLOCKOUT Reg.No. 140.01 The Flame-Retardant Process Used WILL NOT Be Removed By Washing Plant Supervisor Fred's Studio Tents & Canopies, Inc. .4 Product Description (5) 1 0x1 0 Frame 8 Cable Customer Invoice# 23430 r„ %atrttftratic of Reststance _� �« REGISTERED , / ISSUED BY APPLICATION s ANCHOR INDUSTRIES INC. Date of Manufacture Tin NUMBER � EVANSVILLE,INDIANA 47711 - 5/03/96 CO Z Order Number Will ./ Q. MANUFACTURERS OF THE FINISHED F121.4 R a� TENT PRODUCTS DESCRIBED HEREIN 125935 MA This is to certify that the materials described have been flame-retardant treated (or are inherently noninflammable) and were supplied to: n/4 ti n�i CREEDON & COMPANY 496 MILLBURY ST ' WORCESTER MA 016102062 mti Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant IM yo approved chemical and that the application of said chemical was done in conformance , �o with California Fire Marshall Code, equal to or exceeds NFPA 701, CPAI 84, ULC 109 The method of the FR chemical application is: Iff1p! %In Serial#: n,/ 8021000 (0001) I/ Description of item certified: FI EXP TOP 16W X 16 VL W W n o: 7.a Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric . Name of Applicator of Flame Resistant Finish Signed: u TENT ARTMENT—ANCHOR INDUSTRIES INC. O; 0\9011000101101501L \ 01-;0.W I WA% r ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE 09/309/30/200909 PRODUCER (508), 752-7777 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION Zealaitia/Baker Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR SAN GROUP ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 108 SHP_RWSBD'RY STREET Worcester MA 01604- INSURERS AFFORDING COVERAGE NAIC INSURED INSURER A:ONEBEACON INSURANCE COMP CREEDON & COMPANY, INC. INSURERB:AMERICAN HOME ASSTJFJWCE 39 JOLMA ROAD INSURER C:PILGRIM INSURANCE INSURER DtL.L.J.U.A, OF MASS WORCESTER MA 01604- INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW 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 CERTIFICATE MAY Be ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD'L - POUCY EPPECTIVE O IC N TR NGRD TYPE OF INSURANCE POLICY NUMBER I DATE MMIDD DATE MMIDDIYY LIMITS A GENERAL LIABILITY W3753013498 10/11/2006 10/11/2009 EACH OCCURRENCE $ 11000,000 K COMMERCIAL GENERAL LIABILITY r DAMAGE TO RENTEDPREMISES(Ea occurrenCA CLAIMS MADE F7X OCCUR / / / / MED EXP(Any one ernon S 51 0 0 0 PERSONAL BADVINJURY S 11000,000 GENERAL AGGREGATE S 2,000,000 GrN`L AGGREGATE LIMIT APPLIES DER: - PR D T •COMP/OP AGO $ 2;0 00,0 00 POLICY JECT LOC C AUTOMOBILE LIABILITY PaC]ODO9593511 10/20/2008 10/20/2009 COMBINED SINGLE LIMIT ANY AUTO (Eeecddenq $ 1.000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person). S K HIRED AUTOS / / / / BODILY INJURY $ x NON-OWNED AUTOS (Per ecCldenl) / I PROPERTY DAMAGE (Per Seddent) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO / / / / OTHER THAN EA ACC S AUTO ONLY, AGG 9 A K EXCESSIUMBRZLLALIABILITY E8753013498 10/11/2009 10/11/2009 EACHOCCURRENCC- $ 510001000 K OCCUR CLAIMS MADE AGGREGATE S 5,000,000. PAODUCTO / OFERTAIDN S .5r000,000 DEDUCTIBLE - - / / - / �. BODILY INJURY S 51000,000 RETENTION $ B WORKERS COMPENSATION AND WC45761939 05/03/2009 05/03/2010 X I WCSTALIMI T .3 EMPLOYERS'LIABILITY TORY ANY PROPRIETORIPARTNER/EXECUTIVE E,L.EACH ACCIDENT 13 500,000 OFFICER/MEMBER EXCLUDED? - -� /- / / / E.L.DISEASE-EA EMPLOYEES 5001000, It yen,dencdbe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 D OTHER LIQUOR LIABTLITY 042004369 11/13/2008 11/13/2009 EACH OCCURRENCE 500,000 AGGREGATE 1,000,On DESCRIPTION OF OPERATIONS/LOCAnONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOP, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT TOWN OF BARNSTA33LE FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABI OF ANY KIND UPON THE 200 MAIN ST INSURER rTs AGENTS OR REPPI.SwTATivus. 117 AUTHORIZED REPRESENTATI HYANNIS mh 02601- ACORD 25(2001/08) (J@ ACORD CORPORATION 1988 INS025(oro pe Pogo 1 of Z00/100ln 83NV8/SI1IVN3Z 0898Z9L809 xtl3 W.60 600Z/0E/60 Town`of Barnstable Regulatory Services • errsr� Thomas F.Geiler,Director Mara 0 Building Division. Tom Perry,Building.Commissioner. s 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus . Office: 508-862-403$ - Fax: 508-790-6230 Property Owner.Must Complete and Sign Thi' 'Section If Usine A Builder T, �MAAQ , as Owner of the subject property < hereby auth0rize ( e( c[f) '" _ aln to act on my behalf; in.all.matters relative to work authorized by this building-permit application for (Address of ob) " D. 1 S' of Owner DatA Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on.the reverse side. Q:FORMS:O WNERPERMISSION 00IJV,you. 45 s� d yS7i+ • may; 'As'� �""r_•r-'"". �'' ��`�, ' .L mom..:�.".''+". a'�" . .r" ems; R' #� - +Q ■'M -' . '`..' µre - r A&M- ,.. _. _, �LeQR ., - - � .: _ •, � .ii Fries ,� nit' f r : • ,�,. y � *`_ � �' _ e:.:_,J�Y•w� � �' ,�l �Y,. C1W(Qa� � ,.R., y�� If 1,...IM+1 i..-.�R '.Y' ,ram ..�- � ,'�' - 1 ! - .zi ,fir* *^- l P � .,�.•-" Ir..�'i "�.`o, low".y 1.Olio -r w w '3!l'r9ir.i fo .�#je�I i.R-��' vw P g w r Ac � x s ��1 � ..,� '� «.�" 'ice �' �_ •. M�� „'�� kA gp 4+ F' ' �?iO4 w4og#' rl �S„yy - �••�iirr^.�^ t=z�_ .� R1 °y� UlMiMOM .. ie" ,.e 1 [•re r a ^ w: ; ter p, ..x�qi. �+A i .r'" ••._�: dldo'0104d oj:)aj Ds ` ja .�1 �.+ • Said . _. oWId aa6o�dw3 xsl '�-. • ... �y, � 1. p slop r•ror+, F'' __ �. dduiW'�'p, •slzsl ,olzol r'] mote= r g Y xyF P _ :rrs rrr�' a..r.'Ys ri r•. s.i�.=++M R '+ af?�3 anup. :W amm"asr,mom1)'i47!'Il.V d"•L"Si. ,aTa,r6l.9 iY■ # T1 71 a..r-'+"' � Pll�eLYY'!l rIIR�> W49FrreF r�i®5i0 ii.�t� M�'ntr 1l�lL4rl• �V,, � / •-�°'� �1, � - ylfT�4�r•wa�iw i�a rr�r�rr Mill +tRr3aueldol 60011g d —. + � . .. arm, ~`"lM".._... , .. .yM" , ,..w"s - �,•.r `.•.tlwi��:....�n �Y�.,_a.P.�+r..�i r Sign Permit Consultants HAZEL WOOD HOPKINS HEATHER HOPKINS DUDKO 2 Phoebe Way Phone/Fax 5o8-856-7332 Worcester,MA o16o5 hwoodhopkins@charter.net I w 4. SERVICES: • Sign Permits • Code Research and Analysis • Sign Proposal Analysis • Zoning Board of Appeals Hearings • Design Review,Historic and Planning Board Meetings EVE Sign TOWN BARNSTABLE 'BARNSTABLE. * Permit MASS. 1639�- 'OTFO s� Permit Number: Application Ref: 201501122 20071078 Issue Date: 03/06/15 Applicant: Proposed Use: BANK BUILDING Permit Type: SIGN PERMIT Permit Fee $ 100.00 Location 226 FALMOUTH ROAD/RTE 28 Map Parcel 293043 Town HYANNIS Zoning District SPLT Contractor PROPERTY OWNER Remarks REPLACE 2 WALL SIGNS 24 SQ EACH TD BANK Owner: CAPE COD MALL LLC Address: FIRST AMERICAN COMM REAL EST PO BOX 167928 IRVING, TX 75016-7928 Issued By: POST TINS CARDSO THAT 1S VISIBLE FROM TIFF S BEET 051 --------------- ER IT PAYMENT RECEIPT 1TOWN OF BARNSTABLE BUILDING DEPARTMENT 2004MAIN-STREET, HYANNIS, MA 02601 DATE: 03/06/15 TIME: 16.00 -----------------TOTALS------------------ PERMIT $ PAID 100.00 AMT TENDERED: 100.00 CHANGEPLIED: 100.00 APPLICATION Nts" R - PAYMENT METH: CHECK PAYMENT REF: 4391 f bIS 6 Town of Barnstable Regulatory Services ' sAa MANX " Thomas F.Geder,Director Building Division Tom Perry, Building Commissioner ' :) 200 Main Street, Hyannis,MA 02601 ¢, = www.town.barnstable.ma.us i J Office: 508-862-4038 Fax: 508-79qT623ig cn Permit# Building Official approving - Application for Sign Permit Applicant— _E - k _Assessors No. 29310 3 Doing Business As: — Telephone No. Sign Location Street/Road: 2� (..1�lDUT. K RO*C — --- ---- Zoning District He 13 Old Kings Highway? Ye(�'_J Hyannis Historic District? Y4_/ Property Owner Name:CAPEpp �C0D A_ C.C. _ Telephone:_ Address: �d DOk Il019 Z8 jCY1N(o `T)c 15a1(o villa UyAt4NIs _ _ ge: Sign Cctor C �? t,IA CSo� c�c'_ '-�33Z Name:40141LAOOMPNIA JIwN W�IOANV_____Telephone:_ OPT-) Mailing Address:101 W. spetmo (p W.U-jo 5T, -PA LA Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. , Is the sign to be electrified? Yes o (Note:Ifyes,a wiringpermitis required) Width of building face 63 ft x Io= &3 0 x.Io= 3 Check one Reface existing sign or New 4 Total Sq. Ft.of proposed sign (s) Z% C_ EAC 4{ I}j ou have addi[ional signs please attach a s beet listrrlg each one with dimensions (_,w0 51(oNS) 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 constructio shall conform to the provisions of §240-59 through§240-89 of the Town f s ble 76 in dinance. Signature of Owner/Authorized Agen Date Z ZOO S ` Sign Pe.-mic co (j(n, SIGNS/SIGNREQU - xnza wooDaoPvs /nn )sevised12110. HEMIHEEHOPKII•75DUDKO • - _ 2 Phwbe Wry Phort fu 508-856-7337 W—sw.MA 03505 hwmdhupldiu h—.,., SIGN INVENTORY 4 TDE0643 Hyannis ; a r= s E01 .2 TDB CL.0007 Channel Letters' Y . 31 „ , 0 E02 3 TDB-CL.0007 Channel Letters ' " . 4 4 Detail} . N , e ._ • , _ 4 s e - r. b � b js- MU t.� i �, L.:;;t iJxwrwq'.� sM�.�+ m�"�;,a R 5�.^;°-"i.�yC'�, $;:. �, I.�v '! .,� r I�''�Y�� r •.1 �� -.^"a r' T TITLE DWG BY DATE DATE REVISION BY THIS IS AN ORIGINAL UNPUBLISHED _ TD Bank AFR 02.12.15 DRAWING CREATED BY P.S.C.O.IT IS SUBMITTED FOR YOUR PERSONAL P H I L A D E L P H I A S I G N ADDRESS DWG NUM USE IN CONJUNCTION WITH A PROJECT TDE0643 Hyannis A22626 IT BEING PLANNEDFOR N O PYONE. BRINGING THE WORLD'S BRANDS TO LIFE 226 Falmouth Road OISIDEY NOT OBESHOWNTIONNOR SHEET OUTSIDE YOUR ORGANIZATION NOR Hyannis,MA 02601 IS IT TO BE USED,COPIED,REPRODUCED, 1 OR EXHIBITED IN ANY FASHION, 707 WEST SPRING GARDEN ST •PALMYRA,NJ • 08065 • P:856-829-1460 F:856-829-8549 • WEB:http://www.philadelphiasign.com _EOT"—, TDB-CL.0007 33-12 rno "oah Channel Letters(23.71 Sq.R.) w- w rt l Existing - ap(,acir— A/p d 71 , �1 Proposed L , 9,15 - x ,..< v " i k r.irLe III. •:: n � AT -f� • - WD "M Y Sign Rendered Proportional to Photo TITLE DWGBY DATE DATE REVISION BY THIS IS AN ORIGINAL UNPUBLISHED TD Bank AFR 02.12.15 DRAWING CREATED BY P.S.C.O.IT ADDRESS DWG NUM P H I L A D E L P H I A S I G N IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT TDE0643 Hyannis A22626 BEING PLANNED FOR YOU BY P.S.C.O. BRINGING THE WORLD'S BRANDS TO LIFE 226 Falmouth Road IT IS NOT TO BE SHOWN TO ANYONE SHEET OUTSIDE YOUR ORGANIZATION NOR Hyannis,MA 02601 2 IS IT TO BE USED,COPIED,REPRODUCED, OR EXHIBITED IN ANY FASHION. 707 WEST SPRING GARDEN ST •PALMYRA,NJ 08065 • P:856-829-1460 F:856-829-8549 WEB:http://Www.philadelphiasign.com M2 TDB-CL.0007 33-1/2"oah Channel Letters(23.71 Sq.Ft.) Existing F t Proposed r � Y m 4 f Sign Rendered Proportional to Photo TITLE DWG BY DATE DATE REVISION BY THIS 15 AN ORIGINAL UNPUBLISHED TD Bank AFR 02.12.15 DRAWING CREATED BY P.S.C.O. IT IS SUBMITTED FOR YOUR PERSONAL P H I L A D E L P H I A S I G N ADDRESS DWG NUM BUSE IN EING PLANNEDN CFOR YOU BY p SOJEO. TDE0643 Hyannis A22626 IT IS NOT TO BE SHOWN TO ANYONE BRINGING THE W O R L D'S BRANDS TO LIFE 226 Falmouth Road SHEET OUTSIDE YOUR ORGANIZATION NOR Hyannis,MA 02601 3 IS IT TO BE USED,COPIED,REPRODUCED, OR EXHIBITED IN ANY FASHION. 707 WEST SPRING GARDEN ST •PALMYRA,NJ • 08065 • P:856-829-1460 F:856-829-8549 WEB:http://www.philadelphiasign.coM COLOR SCHEDULE TD Shield Background&Race L Stripe :. Letterset Face TOP VIEW Shield&Race Stipe SP-2 rL� NTS E �Li Returns C F G 0.34X Letterset Returns -White Trim CapTF p A B MATERIAL LIST ��# Vinyl-V-5,V-2 •Paint-SP-2,Pre-painted White H •.040"thick Aluminum FRONT VIEW SIDE VIEW TD SHIELD NTS SIDE VIEW •.125"thick 2447 LED diffusing NTS v NTS white acrylic(Letter Faces) LETTERSET X=HEIGHT OF SHEILD •.063"thick aluminum back. •LED illuminated(See fabrication intent drawing for details) SPECIFICATIONSSIGN TYPE •.125"thick 7328 LED diffusing A B C D E F G H I J K L Sq.Ft. white acrylic TDB-CL.0007 :2'-6" 1 1'-5 3/4° 2'-9 5/8" 2'-9 1/2" 8'-5 15/16" 7 3/16" 4'-2 1V 6" 5'71 3/16" T-7W 8 3/8" ,A 7" 3" 23.71 •T-CL-3'h and larger to have.177" thick 7328 LED diffusing white acrylic Shield •1/2"X1"X.040"aluminum retainer painted SP-2 •1"GEM brand Trim in Hunter Green 2162 •#8 counter sunk flat head screws • •TD Shield and race stripe to have.125"thick 7328 LED diffusing white acrylic face with V-2 graphics •Letters to have.125"thick 2447 LED diffusing white acrylic face with V-5 vinyl applied to first surface of applied to 1st surface. letterset. •TD Shield and racestripe to be face illuminated illuminated with LED(See fabrication intent drawing for •.063"thick aluminum back. details) •LIL labels should be placed on side of the signs next to shut off switch so they are visable for the local •TD Shield returns to be painted SP-2. inspector or authority having jurisdiction during the final inspection. •.040"thick aluminum returns on letterset to be painted white. TITLE DWG BY DATE DATE REVISION BY THIS IS AN ORIGINAL UNPUBLISHED TD Bank AFR 02.12.15 DRAWING CREATED BY P.S.C.O.IT IS SUBMITTED FOR YOUR PERSONAL P H I L A D E L P H I A S I G N ADDRESS DWG NUM USE IN CONJUNCTION WITH A PROJECT TDE0643 Hyannis A22626 BEING PLANNED FOR YOU BY P.S.C.O. IT IS NOT TO BE SHOWN TO ANYONE BRINGING THE WORLD'S BRANDS TO LIFE 226 Falmouth Road SHEET OUTSIDE YOUR ORGANIZATION NOR Hyannis,MA 02601 3 IS IT TO BE USED,COPIED,REPRODUCED, OR EXHIBITED IN ANY FASHION. 707 WEST SPRING GARDEN ST •PALMYRA,NJ • 08065 • P:856-829-1460 F:856-829-8549 WEB:http://www.philadelphiasign.com i ENGINEERING SHOP VINYL/LAYOUT ROUTING/KNIFE 31t 311 Philadelphia Sign I .040°Aluminum Returns c o IM P A N v .040"Pre-Coat White Pnt'd PMS 361 Light Green Aluminum Relums I 707 West Spring Gorden Strrer 1"Wide 2162 Hunter Gen 1 1"Wide Trim Cap Pnt'd Pnlrnyl•n,Nett,/rrsay OSOGS Green Gem Brand Trlm Cap - PMS 361 Light Green 1/8"Thk 2447 White ra+':AwF29F.w9 I .177"Thk 7328 White Acrylic c-,"au:"",nlya,u4e:rrnN.rFn"," Acrylic Face W/DNO023 --------- .-_____ - i Face w/3632-5830 Light Green - -------- - ---- - _ Dark Green Perforated - ------- ------ Aluminum Pass-Thru 9 _ Aluminum Pass-Thru Vinyl Applied First Surface .-- ------ - --- Vinyl Applied First Surface i DP CUSTOMER: Low Voltage Secondary I Low Voltage Secondary .050"White Pre-Coat Wiring:3-Wire(PLTC) I Aluminum Pre- oat Wiring:3-Wire(PLTC) TD BANK Aluminum Backs 14 GA Supply Wire I 14 GA Supply Wire JOB NUMBER: Permlight PFS851OW65 Permlight PLED's W65 El Plato White LED's LED Power Supply -- TDCM_CL ILL_2856 LED Power Supply - PP Y Nitro White LED's In Enclosure W/ In Enclosure W/ I 1/4"0 Nutsert&All Thread 1/4"0 Nutsert&All Thread Shut-off Switch I Shut-off Switch SIGN TYPE: Secured To Wall W/Epoxy Secured To Wall W/Epoxy Channel Letters 3/8"Thk.Nylon Spacer i 3/8"Thk.Nylon Spacer LOCATION: Drain Slots In Drain Slots In Various Backs Of Letters Backs Of Letters I %"Dia Flexible Conduit E %"Dia Flexible Conduit For Primary Hook-up For Primary Hook-up I DATE: 1 8-3-10 Lockable Disconnect Switch i 01•1o12 Lockable Disconnect Switch To Be Supplied By Others - I ° To Be Supplied By Others DRAWN BY: A ° W/Primary Power L-- �' W/Primary Power RAB REVISION: Number: Date: By: 31l 'I� 3/8"Thk.Nylon Spacer I Ot 1.10.12 JMG .040"Aluminum Returns TYP CROSS SECTION SHEET: ENGDIEPT TYP CROSS SECTION i Pnt'd PMS 361 Light Green 1/4"H Nutsert&All Thread j Q SHIELD 2 Of 2 (LETTERS Secured To Wall W/Epoxy SCALE:1-1/2"=V-0" SCALE:1-1/2"=T-0" 1"Wide Trim Cap Pnt'd I PMS 361 Light Green I DWG NUMBER: Aluminum Pass-Thru B38422 177"Thk 7328 White Acrylic Face w/3632-5830 Light Green " "---- - Low Voltage Secondary Vinyl`Applled First Surface_ Wiring:3-Wire(PLTC) I _ _ ENGINEER SEAL: i .. . .. 14 GA Supply Wire I 063"White Pre-Coat Aluminum Backs I Permlight PFS8510W65 - LED Power Supply El Plato White LED's In Enclosure W/ I I - Shut-off Switch I I Drain Slots In Backs I Of Letters t,UI\I{D�i i I I D ' • , I I I - '/,"Dia Flexible Conduit I For Prima Hook-up I Primary P STANDARD LETTER NOTES: I 1 I 1. Sufficient Primary Circuit In Vicinity Of Sign I of-+o-t� I MAX SIGN WI WIND SPEED B MPH By Others. I I MAX DESIGN WIND LOAD JD LBS/SO.FT. 2. Letter To Letter Wiring&Final Primary Hook-up I Lockable Disconnect Switch ExFosuRE C By Sign Installer,Where Allowed By Local Codes. I To Be Supplied By Others 3. 51 n Shell Be U.L.Listed. I l W/Primary Power THIS IS AN ORIGINAL UNPUBLISHED DRAWING g I CREATED BY PSCP.IT IS SUBMITTED FOR YOUR 4. Mounting Hardware By Sign Installer. + Y . 5. Full Size Drilling Template Furnished With Sign. PERSONAL N E IN OR YU By PSWIIMAPNOT TO BEING PLANNED FOR YOU BY PStn.IT IS NOT i0 Nnte:This sign is Intended to be installed in ercmdan-with the requirements of TYP CROSS SECTION - BGAGANIZAIION E SHOWN ID ANYONE IT T BE OUTSIDE YOUR .COPIED. Mde ago of Ina NaUOnal ElacWcal Cede and/o,other applicable local mdee. � ((a)RACE STRIPE REPRODUCED.OR RExUIBI EU III ANY D FASHION. ?his Indudas PrOPer grounding and bonding or the sign. SCALE:1-1/2"=1'-0" f CERTIFICATE 4F LIABILITY INSURANCE DATE(MWDDNYW) � RANCE 11/04/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEP, THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(fes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 02115-005 WE CT USI Insurance Services LLC PHONE (844)874-0123 75 John Roberts Rd Bldg C FAX.No.: (a77)77s-o12o South Portland,ME 04106 WkEss: Terry.MaCLeod@usi.biz INSU ERS FFO ING G NAICet -------------.--.____ .N.IR : A.I.M Mutual Insurance Company _ _ 3..37_58 INSURED - ..__. Philadelphia Sign Co INSURERB: 707 W Spring Garden Street SURER Palmyra, NJ 08065 INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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 VNTH RESPECT TO WHICH THIS EXCLUSIONSCATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE INSR 1�M/�D POLICY NUMBER LTR iN�hrlD �D EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL UABILII'Y DAMAGE TO RENTED -- -- — PREMISES1EaogMT ce CLAIMS•MADE �OCCUR ---e"-J--._.$.------...---.--._...— MED E)(P(Any one Person) S PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ ENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ CY ECT OC AUTOMOBILE LIABILITY COMBINED SINGLE UM $ ANY AUTO Ea aocidem ALL ONMED SCHEDULED BODILY INJURY(Per person) $ AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED AUTOS PROPERTY DAMAGE $ Per acrid UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED RETENTION$ yypR $ ANp 0W7% V�,�STATU- OTH- Y/N X TORY LIMITS ER A °�icdnn��cc�iU r EcunvEO NIA VWC-100-6011076-2014A 10/10/2014 10/10/2015 EL EACH ACCIDENT $ 1,000,000.00 (Mandatory in describe andNH) EL DISEASE-EA EMPLOYEE $ 1,000,000.00 IDEgtmPPno OF OPERATIONS Wow EL DISEASE-POLICY LIMB $ 1,000,000.011 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 107.Additional Remarks Schedule,if more space is required) CERTIt-CATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) 01988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD i I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TO VN OF Rr Map Parcel 0(�1 AqE Applications Health Division ZIj AFR ? � 9 Date Issued Conservation Division Application F IV Planning Dept. aj Permit Fee Date Definitive Plan Approved by Planning Board �� Historic - OKH _ Preservation/Hyannis WVL, ( /J Project Street A �ddress � ct i �u4 - &r))c 2!2 - G Ftcs� Pane(.-A„ C6Kr, 1 P,_I E'S1, —(.� I' C,a l� I' 1U C(a�T0'� Address v,na;'�X �U16 Teleph.one� } PeL rmit`Request— __ ac T i r io Cc, s Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new -Zoning District Flood Plain Groundwater Overlay �-Project`Valuation r j..00 Construction Type .Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including bath 3): existing new First Floor Room Count Heat Type and Fuel: ❑.Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name T Oy-�elephoneone_Nummber yj 0 Ad-dress �--— — _` All kJ. [ice sn a Home Contractor# .� Y —Worker's Compensation#WC 90345,�g00 ALL C�NSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN SIGNATUR _ PATE— �`�"`� FOR OFFICIAL USE ONLY , APPLICATION# F t DATE ISSUED ` MAP/PARCEL NO; a - h 'ff ADDRESS VILLAGE OWNER DATE OF INSPECTION: t Y �- •FOUNDATION € ' FRAME INSULATION L ' FIREPLACE ELECTRICAL: ROUGH FINAL P PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL FINAL BUILDING x DATE CLOSED OUT Y ASSOCIATION PLAN NO. r To: S®Ily P®ga 2 of 4 2013-04-10 12:44:SS (GMT) I SOSS4aOB7S From:Gore St®tes Group The Conrmonweoltlr of Mussaclrtrsetts Departn;enl of Imlustrial.A.idents t {• Office:ofTir.vestrgtifrorrs 7t 60.0 Washington Street Jiostnrr:,:NIA..021.1 X i www.mcass.govldia i WorkeW-Com.p.ensation Insurance Affidavit: Builders/. ontractors/Electricians%Plumbers Applicant Information Please Print`Legibly NaI11B(B:dsuress/organization/Ittdiviifival): Richard Cote: . . . 4191 Pleasant. Road; Suite 4:O:t) Address: <- � city/State/Zip:Duluth., GA:30096 Phone k:.770-242-95.50 a Are y6u an employer? Check the ap.propi-iate box: L'ype of project�(requirei}): 7..0_I:am a:etnployer witi� 4.'F . I ani a general contractor and.I t%.. -1 New construction have hired.-the subcontractors. Esc emp2o�rees.(full anal%or pact-filne)." 1 2.L1 I am a.sole.proprietoa:or partner- listed on.the attached.sheet. 7. ❑ Remodeling °o ship and_l.ave rio QMplojcees. These stab-L.ontractors.bave' g.; Deniolit bn. , working.forine in any capacity:: eml)loyees and have workeis'con 9:. B'uilding addition . insurance:I [No.Workers' comp. insurance 11'` required.).. 5.. 0 Weare.a:corporation.;and:its 10:❑ Electrical repairs or:additions 3.❑ I.am'a.lr3meowner.do9.ng a11`work offic..er,'liay.e.exei cisEd tlreit 1 LEI Pltunbing'.repairs or':additions myself... ',Tloavorkers.''comp, right of e.xetnption per MGL 12;Ej Roofr-cpairs � insuranecrequired.] c.. 1.52., 1(4),and:we:haveno 13RVI Other.ATM Replacement. . lacement. employee's. [No.workers' comp:insurance required:] *Any tiplicau.tahat checicsawa:fl tnust nl.s.0.f.i the se.oliOil:.be.lpwshuwiiig;their..war eusalion.j>olic}':informlti i.. -Honicowncrswli subputthis.onida�.it`indicatiagaheyacdoliigalt,worl aniithzn.hire.outsideco»tractorsniustsubmit:anew'.aifidar'itiudicatigg'such. '*Contractors.that check this box tniust attached apt:addiitanal,sbeet shoving ihe.:name of the.sub-contraetors:and state whether or__mot.tliose entities have employees..Irthe nib contractors have employees_they must provide their iaodwrs'comp.policy htnuber. I Tim tin'.ehtpl insurance for my ehrployees.. Below is thepoli.cy and job site i inforinatlott. Transportation lns.urance Company Insurance CompanyName: -.. ` Policy#or Self-ins..T ic.#W'C4034554002 E,&p.iration.Date.1?_/0412013 Job Site.Address;226 Falmouth Road City/.State/Zip:Hyannis, MA 0260.1 Attach.a copy-of rs'.com..pensaft.o.n policy declaration page(shorrin,g:the.policy_number and eapiration.date). I Faihtre4o,secut'e.coverage as,required under S.ection.:25A of MGL c..}:5'2 can lead to the imposition of criminal penalties-of a fine._up tp$1,50 .U.0 and/or ohe-year imprisotunent, as.well as.civil pen ties in the:6o.rni of:a:.ST.OP WORK CORDER and a file of up to $.25.0.00 a d . aga, st.the violator: Be advi ed.tllat a::copy of this:statement may be forwarded to the Office of Investigations of tb4 DIn r'cisuranee coverer i:%f cation. I tlo. y.ce t u to, s ru it pen-f ies b rjury that the information.provided a. one. s ttts:e' ind correct. - . Sienat E e ` # Date: Phone#: _..........7` i Official use only. Do not iprite in this area,to be completed by ciry or town official. City.ur T.o*wn: Petrmit/License# Issuin.g.Agthority. (circle one): AA 1, board of health 2.Building.Depairtment 3.. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: ' Phone#:.. To: Sally Pago 4 of 4 20-I 3-04-'1.0-12:44:58 (GMT) "190854808�5 From: Gore Siates Group - CORECON OP ID: MCW ACORO� DATE(MMIDDNYYY) `.� CERTIFICATE OF LIABILITY INSURANCE 03122/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ` IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NTf Phone: 770-509-9878 I Aco Me: Roselle Wilkinson Corporate Risk Advisors Fax: 770�09-5459 ° 770-509-9878 770-509-5459 P O BOX 70636 C No Egli: AlC No Marietta,GA 0007 E-MAIL Roselle Wilkinson S:RWilkinson@cr-advisors.com INSURER(S)AFFORDING COVERAGE NAIC 6 INSURERA:Valley Forge Insurance Company 18313 INSURED Corestates Contruction INSURERS:Transportation Insurance Compa 18313 Services, Inc. Danett Norrid wsuRERc:Evanston Insurance Company 4191 Pleasant Hill Rd STE 400 INSURERD:Columbia Casualty Company 18313 Duluth, GA30096 NSURERE: 118313 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR TYPE OF INSURANCE POLICY NUMBER MMIDDm F MMIDDIYYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY C4034554016 12/04/2012 12/04/2013 PREMISES Ea occurrence $ 300,000 CLAIMS-MADE 7 OCCUR MED EXP(Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY JECT LOC Pollution $ 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1 000,000 Ea accident $ A X ANY AUTO C4034556333 12/04/2012 12/04/2013 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS Ix NON-OWNED R DAMAGE $ AUTOS Per accident $ UMBRELLALIAB XJ OCCUR EACH OCCURRENCE $ 4,000,000 C X EXCESS LIAB CLAIMS-MADE XOVA526711 12/04/2012 12/04/2013 AGGREGATE $ 4,000,000 _T_DE)7 X RETENTION$ -0- Foil Form $ WORKERS COMPENSATION WC STATU TH- AND EMPLOYERS'LIABILITY X TCRY ITS PER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y C4034554002 12/04/2012 12/04/2013 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 E Equipment coverage C4025688873 12/04/2012 12/04/2013 Rented 50,000 Equipment DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Po ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD: I r Massachusetts -Department of Pudic Safety �f Board,of Building Regulations and Standards #. Construction Supen-isor License. CS-106191 RICHARD COTE 4191 PLEASANT HILLS "� 1 Duluth GA 300967 = ' expiration Ca;,missioner 01/16/2016 r f construction CORE f maintenance so design/build 4 r CONSTRUCTION SERVICES, INC. April 5, 2013 Town of Barnstable Regulatory Services Building Division 200 Main Street , Hyannis, MA 02601 To Whom It May Concern: Please accept this letter as confirmation that Richard Cote,CS-106191, is an employee of CoreStates Construction Services, Inc. If you should have any questions please call me at 908-462-9700 Thank you for your time. Sincerely, CoreStates tructio Services, Inc. Glenn Phillips www.core-eng.com 751 park of commerce drive . suite 124 . boca raton,fl 33487 . v:561.997.6273 . f:561.997.6963 4191 pleasant hill road suite 400 . duluth,ga 30096 . v:770.242.9550 . f:770.242.9560 3401 centrelake drive.suite 430.ontario,ca 91761 .v:909.467.8907.f:909.467.8917 _ florida licenses . cbc-034401 . pcc-045032 georgia license.gcc-o002521 california license.948816 I f CAPE COD MALL MANAGEMENT OFFICE ROUTE 132 HYANNIS , MA 02601 ( 508 ) 7 7 1 - 0 2 0 1 ( 508 ) 771- 2588 FAX Town of Barnstable Regulatory Services Building Division 200 Main St. Hyannis, 'L'k 02601 Attn:Tom Perry, Building Commissioner I,Leo Fein,as representative of Owner of the subject property hereby*authorize TD Bank North ATM Project to act on my behalf, in all matters relative to work authorized by this building permit application for: 226 Falmouth Rd Hyannis Ma 02601 ADDRESS OF JOB SigiTa\tiire of r iNi rev r Da e Print Name I ' Bank America's Most Convenient Bank® March 21, 2013 Building Division 200 Main Street Hyannis, MA 02601 RE: TD Bank Hyannis, MA—ATM Replacement To whom it may concern: As the owner of the above referenced property, this letter authorizes CoreStates Construction Services Inc. and Laurel Walyga to act as agent for permitting and installation of the above referenced ATM project and iri accordance of all zoning requirements. If you have questions regarding this authorization feel free to call me at(856)47.0-3887. Sincerely, TD BANK, N.A. l Job Keller Assistant Vice President Development Services Coordinator TD Bank,N.A. Enterprise Real Estate Department 12000 Horizon Way Mount Laurel,NJ 08054 888-751-9000 CORECON OP ID: MCW ACORa" DATE(MM/DD/YYYY) ti.._.., CERTIFICATE OF LIABILITY INSURANCE -03/22/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY 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), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone:770-509-98781INSURERANalley TACT Corporate Risk Advisors NE Roselle Wilkinson Fnx P O Box 70636 Fax:770-509-5459 No Ell:770-509-9878 ,a/c No,770-509-5459 Marietta,GA Wilkinson RESS:RWilkinson@cr-advisors.com Roselle Wilkinson INSURER(S)AFFORDING COVERAGE NAIC# Forge Insurance Company 18313 INSURED Corestates Contruction INSURER B:Transportation Insurance Compa 18313 Services,Inc. Danett Norrid INSURER c:Evanston Insurance Company 4191 Pleasant Hill Rd STE 400 INSURER D:Columbia Casualty Company 18313 ` Duluth,GA 30096 INSURERE: 118313 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY C4034554016 12104I2012 12/04/2013 DAMAGE To PREMISES Ea occurrence $ 300,00 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 X POLICY PRO 7 LOC Pollution $ 2,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 000 1 Ea accident) $ , ,00 A X ANY AUTO C4034556333 12/04/2012 12/04/2013 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,00 C X EXCESS LIAB CLAIMS-MADE XOVA526711 121041/2012 12/04/2013 AGGREGATE $ 4,000,00 DED I X I RETENTION$ -0- Foil Form $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY IMITS ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N WC4034564002 12/04/2012 17J0412013 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 E Equipment coverage C4025688873 12/04/2012 12/04/2013 Rented 50,00 -Equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN �TOWn of Barnstable- - ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA02601 AUTHORIZED RREEPPRESSE,NTJ1ATIIVE .A )Co ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD Sally Page'1 of 4 20'13-04-'10 '12:44:58(GMT) 19O8S48O87S From: Core States Group FAX COVER SHEET TO Sally COMPANY Town of Barnstable FAX NUMBER 15087906230 FROM Core States Group DATE 2013-04-10 12:44:41 GMT- RE TD Bank ATM Replacement 226 Falmouth Road COVER MESSAGE Good Morning Sally, Please find attached the revised affidavit as requested for the TD Bank at 226 Falmouth Road. He had checked the wrong box. I've also included a copy of the COI just in case I didn't leave it with you yesterday. If you need anything else please call me at 908462-9915 or email Iwalyga@core- eng.com. Thank you so much for all your help with this! Sincerely, Laurel Walyga ca WWW.EFAX.COM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel t Application # ;0 u l� Health Division ,.�3 . Date Issued Conservation Division Application Fee ®� Planning Dept. Permit Fee � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 'awl JC,*-10W6r6r1y Awy hf �cli 104- Village 4d_XIA"If Owner ele^44 L Z W lvyA Al Address&f'e''ALeel 'AL >'1�, Telephone Permit Request eolaeu A de,,Xyq i:v Al"ea Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay roject Valuatio . 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family ((## units) Age of Existing Structure Historic House: ❑Yes L`0'No On Old King's Highway: ❑Yes Q'No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other S Basement Finished Area(sq.ft.) Basement Unfinished Area (sq ft)l -- Number of Baths: Full: existing new Half: existing :._ n vv Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Otherrn ._ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam( I,ysl,'e </G Telephone Number �S'& -77/ 3fld Address o&/7 ZkoellIza lAo-yei License # 43 old Home Improvement Contractor# f 00 2- 1 Worker's Compensation # &e, 00-7�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �CJz,cs� SIGNATURE ! �^ DATE 717111 t 0. f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ° ADDRESS VILLAGE r OWNER ' t I DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE � r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH = FINAL r tr ° GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. o , Y The Commonwealth of Massachusetts t - j Department of Industrial Accidents r Office of Investigations 600 Washington Street i Boston MA 02111 , e F" www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Nalne (Business/Organi7Ac)n/Individual): Address: aflZ City/State/Zip: �� ;%cf/S /�/J tPhone '71— //0 A��employer?Check the appropriate box: Type of project(required): 1. employer with /0 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the subcontractors 6. ❑New construction , 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp,insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I l-El Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roo epairs insurance required.] t. employees. [No workers' 13.UKther /P�p��;� . comp. insurance required.] *Any applicant dw checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. ram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Aj Policy#or Self-ins. Lic.#: Jae Expiration Date: Job Site Address City/State/Zip: �andpira Attach a copy of the wo rkers' compensation policy declaration page(showing the policy nute). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under e p and penafles o perjury that the information provided abov is tru and correct . Si ahtre: Date: 7 Phone#: ® ( 3 r Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# JL6. 0ther thority(circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector rson: Phone#: f Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that1he affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant PIease be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information th (if necessary) and under"Job Site Address" e applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to)-the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-9.77-MASSAFE Revised 5-26-05 Fax# 617-727-7749 www.m,asa.gov/dia I of TFSE Toly BARN 6T1 trfr- Ml CC 9� Town of Barn'stable Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry, CBO Bnildilig Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arns to b le.m a.us Office: 508-862-403 8 Fax: 509-790-6230. Property owner must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize �C�-�- /.�' / to act on m Behalf, - Y in all matters relative to work authorized by tliis building permit application for: (Address of Job) Signature of Owner Date TD BANK, N.A. ff d'1 226 FALMOUTH ROAD Print Name HYANNIS, MA 02601 if Property Owner is applying for perrnit,please complete the Homeowners License Exemption Form on the reverse side. C:%Usersldocollik\AppDatalLocaf\MicrosofflWindowslTemporzq lnt=rnct Files\Content.oudc)oklDDV87AA7kEypRESS.dDc Revised 072110 Town of BarnstaWei SNE Regulatory Services STAB Thomas F. Geiler, Director Building Division �eD Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.t6wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT-MAILING ADDRESS: city/town ' state zip code The current exemption for"homeowners"was extended to include owner-occupied dwetlinl;s of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures.accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building pennit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations_' The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply witirsaid procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or Iarger will be required to comply with the State Building Code Section 127.0 Construction Control. r : ,rz, HOMEQ WNER'S EXEMP'ITON The Code states thatA""Any hbtireoasner pe:fforrning work for which it building permit is required shall be cxcmpt from the provisions --.. of this section(Section 109.1.1-L.'—c in tt5f c I I ..' eon'"Supervtsor;) rovided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall actras supycrvuor 4 Air 11, 3 Many homeowners who usahts exemption are unaware that they arc assuming the responsibilities ofa supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 7.)5) This lack ofawarencss often results in serious_problcrru,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is Wdinatcly responsible. To cnsurc that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the hnmCOWnrr certify chat hc/shc understands the responsibilitics ofa Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/ecrtifica.6on for use in your community. Q:forms:homccxcmpt CERTIFICATE BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRAC REPRESENTAT VE OR PRODUCER,AND THE CERTIFICATE HOLDER. If to IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the polICy(ies)must statement endorsed. SUBROGATION IS WAIVED,subject A the terms and Conditions of the policy,certain policies may require an endorsement. atemerrt on this certificate does not confer rights too the certificate holder in lieu of such endorsement(s). N NAME: . FAX PRODUCER PHONE 508 398-7980 (A/C,No): Rogers&Gray Ins. Plymouth AIC No Ext E-MAIL 341 Court Street ADDRESS: PR DU ER P.O.Box 3700 CUSTOMER ID : INSURER(S)AFFORDING COVERAGE NAIC d Plymouth,MA 02361-3700 17000 INsuRER A:AI'bella Protection Co I INSURED I Company Com of the State Oceanside Inc INSURER 8: P y 217 Thornton Drive INSURER C: Hyannis,MA 02601-8105 INSURER D: INSURER E: F INSURER F REVISION NUMBER: COVERAGES CERTIFICATE NUMBER: _E_N ISSUED INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OOR OTHER DOCUTHE IN MEN WIT WITH TO WHICH TRI SUREDNAMEDABO FOR THE POLICY OS CERTIFICATE AND CONDITIONS OF SUCH PRTAIN.THE OLICIES.LIMITS BROWN CE AFFORDEDMAY HAVE BEEN REDUCED BY P BY THE POLICIES AID CLAIMS.BED EIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSOLICY EFF POLICY EXP LIMITS DDL UBR INSR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MMIDDIYYYY GENERAL LIABILITY 8500029947 01/01/2011 01/01/201 EACH OCCURRENCE $1 000 QOO A PREMISES Ea occurrence $100 000 X COMMERCIAL GENERAL LIABILITY MED EXP(Any one person) $5 000 CLAIMS-MADE, ❑X OCCUR PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS-COMPIOP AGG $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. $ POLICY PRO- LOC COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY.-,_ (Ea accident) BODILY INJURY(Per person) $ ANY AUTO .._ •• BODILY INJURY(Per accident) $ ALL OWNED AUTOS . . PROPERTY DAMAGE $ SCHEDULED AUTOS (Per accident) HIRED.AUTOS.:. $ NON-OWNED AUTOS $ EACH OCCURRENCE $ UMBRELLA LIAR OCCUR AGGREGATE $ EXCESS LIAR CLAIMS-MADE $ DEDUCTIBLE $ RETENTION WCSTATU- OTH- B WORKERS COMPENSATION _ VC007442785 1/01IZQ11 O1IQ1IZQ1 X AND EMPLOYERS'LIABILITY YIN E.L.EACH ACCIDENT $5OO OOO - _ ANY PROPRIETORIPARTNERIEXECUTIVE NIA E.L.DISEASE-EA EMPLOYEE $500,000 OFFICERIMEMBEREXCLUDED7 E.L.DISEASE-POLICY LIMIT $500,000 (Mandatory In NHI _, If yes,describe under DESCRIPTION OF OPERATIONS below .... -.., ,... le,It more DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Addltlonal Remarks Schedu cpece Is required) CANCELLATION 10 Da s for Non-Pa ment CERTIFICATE HOLDER BE _ JBED POLICIES SHOULD ANY OF THE ABOVE DESCP THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED NR BEFORE 'Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Regulatory Services AUTHORIZED REPRESENTATIVE 200 Main St. Hyannis;MA 02601 r G 198 -2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009109) 1-of.1 The ACORD name and logo are registered marks of ACORD DEC #S62470/M62167• _ - - t ; Office ofConsuiiier A airs siiess egu anon z F WOM:E IM'PROVEMENT"CONTRACTOI'2 S W Re istration: _ Type.: � u g` 100121` f W Expiration. 6, ;f2Q12 Private Corporatio r O NSkDE FN A� ard Clarke "har 1 . i 217 Thornton Dr `�� "ti Hx Hyn .is, MA 02601ei�rs'ie� et �ry ,.: 1 Nlass�tct�usetts Department of Public S�if'etd s 1 ndards gi ins antl 'St� " to�d Baard:,,of Buitdin�, R ,�. , Construction Supervisor License License:- Cs 43 _ Restricted.to: 00 ' RICHARD'W CLARK Al 65 ACRE HILL RD i BARNSTABLE, MA'02630 Expiration: 1/21/2012 Tr#: 11887 - commissiunet* A B 6 TRUSS A-101 8"X 12"TUBE STEEL 6"X 12" FLANGE BEYOND TOP OF BAND VIF - 16'-0" I ` - .- T.O. BEAM :.: 2 - - 14'-3 1/4" UNDERSIDE OF BEAM 13'-3 1/4" UNDERSIDE OF SOFFIT VIF - - 11'-0" VERTICAL METAL FRAMING BEYOND EXISTING TRIM TO REMAIN 3 1 - _ - CONCRETE CURB METAL FRAMING TO METAL FRAMING VERTICAL SUPPORT MATCH EXISTING JOIST WITH CEILING FROM EXISTING DIETRICH STUD FRAMING BELOW TRUSS TO CEILING GAUGES,16"O.C.,TYP. 6 METAL CEILING FRAMING,TYP. A-101 FRAMING BELOW EACH METAL FRAMING ROOF TRUSS,TYP. LEDGER,TYP. I . is l I' 1 o(o o_ no 'o !o 0 0 0 A-101 3 . i I I I A B H ........... _ .. ......... .. ........... ......... .. ......... ..... ........ ... .. ....... ......... 2 1 TRUSS 3 A-102 6"X 12"FLANGE 8"X 12"TUBE STEEL TOP OF BAND VIF 16,-0" T.O.BEAM ....._....__.. ... Ki ... .. UNDERSIDE OF BEAM 1/4 ................ _ ._..... .._. ......__...._ .......__.. ....... �............. - __. ...._... ...... _................... UNDERSIDE OF SOFFIT VIF NEW 10"METAL .... .... .. .... _.. .... .... .... .... .__.._._. _ FRAMING LEDGER, .... ... ..... ... ... .. ... .. .............. 11'_0„ ALL EDGES ... ... .... ...... .. .....NEW 6"VERTICAL METAL SUPPORTS, ATTACH AT EVERY ROOF TRUSS, EXISTING TRIM TO ... ....... .... .... ..... .I ...... ..... ...._ ...ATTACH AT TRUSS NODES ONLY,OR REMAIN-ALIGN BOTTOM - - - I - -- -- -TO NEW 8"METAL JOISTS OF PROPOSED CEILING - - -- .-. -- I - - - - WITHTOPOFTRIM - -- -{. --- - ....NEWS"METAL JOIST TO BE -INSTALLED WHERE NO ROOF I ........ ... ... _.__ _........ .... .._........ ._i .. .......TRUSSES ARE LOCATED CAULK JOINT- - - - -- -_I- - - -! - - - -- 1m:w.NLWPRokoc NEW 10"METAL FRAMING @ WHITE,TYP. - - ...................................... -- ` - -- -EACH ROOF TRUSS OR JOIST .. ._. ._ ` _. .. .. ..._ .. .... .._ ... .....SOFFIT BOARD ... I . ....... ._ ........ L........ ... ..... ........ ....... ......_......_ _ CONCRETE CURB OIL 0'-0" I I OPROPOSED SECTION-W ST TO EAST 1/4"=V-0" METAL BRACING AS A q B TRUSS REQUIRED 8"X 12"TUBE STEEL NEW 8"METAL JOIST AT LOCATIONS WITHOUT 6"X 12"FLANGE BEYOND ROOF TRUSSES 8"X 12"TUBE STEEL 77 TOP OF BAND(VIF) J, pp ..I alleyAw4�1 4' 2 1 • TRUSS 5 ; A-101 6"X 12" FLANGE 8"X 12"TUBE STEEL -...... TOP OF BAND VIF -- - - - - - - - - - - - - - - _ - - T.O. BEAM _ 14`-3 1/4" .................................... __ . - - - - - - - - - - - - - -......_........ UNDERSIDE OF BEAM 13`-3 1/4" UNDERSIDE OF SOFFIT IF 11, ........ .......... ...... L ... ...._........... .................... ......... ......... ....... .... ........ EXISTING TRIM TO REMAIN... ............. ....................._,.._.............................. ............................................................_.............................................._........................................................................................_......4......._.............................._.............................................................._............... ................. ..._.. ... ....... ...... .. ........ ..... ............... .. ...... ....... ..... ..._..... ... ..... __. .........._. ... ....... .... ..... ........ ...... .... .... _..... ......__... _...... _ ....._..._..... ... ...._..... .. ... _ CONCRETE CURB Town of Barnstable Building Department - 200 Main Street MUMSTABLE. * Hyannis, MA 02601 9 MASS. Q� 1639• , (5081862-4038 RFD MA'S A Certificate of Occupancy Application Number: 200900501 CO Number: 20080417 Parcel ID: 293043 CO Issue Date: 09/08109 Location: 226 FALMOUTH ROADIRTE 28 Zoning Classification: SPLIT ZONING Proposed Use: DEPARTMENT DISCOUNT STORE Village: HYANNIS Gen Contractor: RICHARD B WOOD Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: C.O. FOR BANK s Building Department Signature Date Signed t TOWN- OF BARNSTABLE-IKE -- rOuilding °�► Application Ref: .200900501 - - Permi BARNSTABLE, Issue Date: 04/28/09 t 9 MASS. i639• ,0� Applicant: HOLLAND'MICHAEL J TFp�.I a Permit Number: B 20090631: . Proposed se: DEPARTMENT DISCOUNT STORE Expiration Date: 10/26/09 Location 226 R AD/RTE28 Zoning District SPLTPermit Type: NEW COMMERCIAL Map Parcel 293043 Permit Fee$ 9,282.00 Contractor RICHARD B WOOD Village HYANNIS App Fee$ 150.00 License Num Est Construction Cost$ 1,020,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB-AND ,CONSTRUCT A 3, 000 S.F. SINGLE STORY BANK WITH DRIVE-UP THIS CARD MUST BE KEPT POSTED UNTIL FINAL WINDOWS INSPECTION HAS BEEN MADE. WHERE A �-- - — — — CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CAPE CQD MALL LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 6120 r INSPECTION HAS BEEN MADE. J INDIANAWLIS, IN 46206-6120, Application Entered by: SS Building Permit Issued By: -I' - a=-------- �- THIS PERMIT CONVEYS NO RIGHT:TO OCCUPYrANY STREET,ALLY OR,SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THEBUILDING CODE,MUST BE APPROVED BY THE JURISDWTION. STREET OR ALLY.GRADES AS WELL.AS DEPTH AND LOCATION OF PUBLIC SEWERS,MAY BE OBTAINED.FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE,OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF:Aj Y APPLICABLE,SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIREDTOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR:FOOTINGS. 1 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. r 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ® ,W VOW d � � ON W BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 .f1 S'vC> rK 2 „N`S)� 2, xxxf � �i��?r9 �`FiLs✓LS�(7g:��fR /� � 3 ✓ 1 Heat•ng In pe tion Ap ovals Engineering Dept Fire Dept 2 of Health �s ^ v � pF BAJ? CAPE OD OM MISSION 3225 MAIN STREET P.O. BOX 226 , BARNSTABLE, MA 02630 508 362-3828 \SrACHvs`� FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org FINAL CERTIFICATE OF COMPLIANCE Cape Cod Dail Renovation & Expansion -TD Bank North DATE: September 4, 2009 TO: Josh Swerling Michael D. Ford, Esquire Senior Project Manager Attorney at Law Bohler Engineering 72 Main Street 352 Turnpike Road P.O. Box 485 Southborough, MA 01772 West Harwich, MA 02671 FROM: Cape Cod Commission RE: Development of Regional Impact Decision dated January 29, 1998 and modified on September 22, 1998, August 30, 1999, October 7, 1999, March 12, 2001, November 12, 2008, March 3, 2009 and September 4, 2009 Cape Cod Commission Act, Sections 12 and 13 APPLICANT: TD Bank-North OWNER: Mayflower Cape Cod, LLC c/o Simon Property Group L.P. 115 West Washington Street Indianapolis, IN 46204 PROJECT: Cape Cod Mall Renovation and Expansion PROJECT#: TR96025 BOOK/PAGE: Book 1357/Page;1143 Book 1357/Page 1152 Book 7942/Page 272 LOT/PLAN: Lot 10/Plan 18367-D Cert. #73925 Lot--/Plan 35455-A Cert. #44428 - Lot 18/Plan 29992-E Cert. #73925 Lot 12/Plan 13216-1 Cert. #124185 Lot 20/Plan 29992-E Cert. #73925 Lot 13/Plan 13216-1 Cert. #124185 C� 2 Lot 21/Plan 29992-E Cert. #73925 Lot 14/Plan 13216-I Cert. #124185 Lot 22/Plan 29992-E Cert. #73925 Lot 11/Plan 13216-I Cert. #124185 Lot 26/Plan 29992-E Cert. #73925 Lot 10/Plan 13216-I Cert. #124185 Lot 13/Plan 18367-D. Cert. #73503 Lot 12/Plan 29719-B Cert. #78644 Lot 161Plan 29992-D Cert:`#41206 Lot 11/Plan 29719-B Cert. #78644 Lot 17/Plan 29992-D Cert. #41206 Lot 19/Plan 29992-E Cert. #108683 Lot 23/Plan 29992-E Cert. #73503 Lot 25/Plan 29992-E Cert. #104912 Lot 24/Plan 29992-E Cert. #39492/41206 Lot 27/Plan 29992-E Cert. #104912 Lot 2/Plan 34491-B Cert. 444869 Lot A-I/Plan 21173-B Cert. #129187 Lot 1/Plan 34491-B Cert. #137708 Lot A-2/Plan 21173-B Cert. #129187 Lot 14/Plan 29992-D Cert. #119830 Lot 94/Plan 17786-K Cert. #76834 Lot 15/Plan 29992-D Cert. #119830 Lot 49/Plan 17786-D I hereby certify that TD Bank North, Applicant on the above referenced project, has properly complied with the Development of Regional Impact (DR[) decision modifications dated November 12, 2008, March 3, 2009 and September 4, 2009 for the demolition of an existing liquor store at 226 Falmouth Road (Route 28) and the construction of a TD Bank North branch building. All conditions attached to the modified DRI decision, that are required to be met prior to issuance of a local Certificates of Use/Occupancy for the TD Bank North branch building have been met.. This Certificate relates only to the property at 226 Falmouth Road and the TD Bank North portion rts"`of th&overall project. Other Certificates of Compliance are connected to other pa .of'the.'overall Cape Cod Mall Renovation and Expansion Project. Specifically, the Applicant on this project has: ® Installed exterior Fighting in compliance with the plans identified in condition GC1; Revised Exterior Lighting Plan, from Bohler Engineering, Lighting Plan, received 11/26/08, sheet 10 of 12, latest revision dated 1/30/09 and in compliance with new information submitted via E-mail to the Commission by Bohler Engineering on 9/3/09. Commission staff inspected the design on August 26, 2009 and September 3, 2009, and confirmed that the exterior lighting design was in compliance with MPS 6.2.10 and Technical Bulletin 95-001 (as amended). ® Installed landscaping in compliance with the plans identified in condition GC1 I and LC1 with minor plant substations which were approved at the Commission staff level; Alternate Landscape Plan; Sheet 8A, prepared by Bohler Engineering dated 7/28/08, as revised 02/23/09, and confirmed by Commission staff site visits on August 26, 2009 and September 1, 2009. Final Certificate of Compliance—TD Bank North Branch at Cape Cod Mall—9/4/09 3 It should also be noted that the November 12, 2008 modification decision contains a transportation condition (TC1), which requires the Applicant to construct one of three options. However no time frame or Certificate of Compliance is attached to this condition. The Applicant has satisfied condition TC1 by the third option: "landscaping along Route 28 if a bus stop can be provided at an alternative location on the site". Per a memorandum from Attorney Michael Ford dated August 25, 2009, an approved Regional Transit Authority (RTA) bus stop was able to be located in the interior of the Mall parking lot. Also, as noted in the bulleted item above, the required landscaping along Route 28 has been completed. ISSUANCE OF CERTIFICATE OF COMPLIANCE In regards to the requirements set forth by the decision of the Cape Cod Commission, as modified, the Town of Barnstable Building Inspector is hereby authorized to issue a Certificate of Use/Occupancy for the TD Bank North branch building at 226 Falmouth Road (Route 28) in Barnstable, MA. 0. �A//o Pa Niedzwiecki, E e utive Director Date COMMONWEALTH OF MASSACHUSETTS Barnstable, ss V , 2009 Before me, the undersigned notary public, personally.appeared ,in his/ er capacity as Executive Director of the Cape Cod Commission, whose name is si ned on the preceding document, and such person acknowledged to me tha he/'he signed such document voluntarily for its stated purpose. The identity of such person was proved to me through satisfactory evidence of identification, which was [-] photographic. identification with signature issued by.a federal or state governmental agency, [-] oath or affirmation of a credible witness, or [r personal knowledge of the undersigned. Notary Public My Commission Expires: /n. Final Certificate of Compliance—TD Bank North Branch at Cape Cod Mall—9/4/09 I g7 Co CP8 CNASURETY' - 1-800-331-6053 ax 1'605 335 0357 Po eox son s o�X Fads"so'sia v=507> wwwcnasurety"com May 05, 2010 { '`i ' SAgent 'Cod&:. 20-18378 TOWN JOF-8ARNSTABLE' BUILDING INSPECTOR TOWN HALL 367 MAIN ST. , 4TH FLOOR HYANNIS, MA. 02601 Re: Bond No. 15289432 Penalty $1,000 OSTRANDER CORPORATION 35 MEDFORD STREET #303 SOMERVILLE, MA 02143 OFFICE'FIT=OUT TOWN OF BARNSTABLE Company Code: 0601 - WESTERN SURETY COMPANY We have `received a request to cancel' or nonrenew thi's bond=' We wish to comply with the principal' s request by taking advantage of the cancellation provision pertaining to this bond. You are hereby notified that this bond is cancelled and voided as of June 16, 2010, or the earliest time permitted by applicable law, whichever is later. Thank you for your attention to this matter. cc: OSTRANDER CORPORATION JOHN E. MC LAUGHLIN INSURANCE AGENCY LIMITED PARTNERSHIP 828 LYNN FELLS PARKWAYCD -^ --� MELROSE, MA 02176 . Underwriting Services -0 3j c� TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN HALL 367 MAIN ST. , 4TH FLOOR HYANNIS, MA 02601 � d TRANSMITTAL 0101198M lee New TD Banknorth - Hyannis Job Number: 2008-00163 Date: 8/25/2009 Re: Structural Final Affidavit fd: 9 To: Mr. Anthony Rodrigues From: Samuel J. Bullock ATC Associates, Inc. Odeh Engineers, Inc. 40 Strafello Drive, Unit G 1223 Mineral Spring Ave. Avon, MA 02322 North Providence, RI 02904 Phone: 508-588-0886 Phone: (401) 724-1771 Fax: 508-588-2414 Fax: (401) 724-1981 Contents Reasons Method Sent Via Copy of Letter For Your Use Attached FedEx Envelope Copies Date Number Description 1 8/17/2009 1 Structural Final Affidavit Copied To At Vincent Sorrentino DRL Associates, Inc. Notes Samuel J. Bull k i engineers, Inc 1223 Mineral Spring Avenue North Providence, Rhode Island 02904 STRUCTURAL FINAL AFFIDAVIT Name of Building: TD Banknorth Project Location: 226 Falmouth Road, Hyannis,MA Nature of Project: Analysis and Design of Single Story Steel Structure with Tower ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑x STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER: To the Superintendent of Inspectional Services of the Town of Hyannis: I certify, pursuant to 780 CMR articles 1 §116.0 of the Massachusetts State Building Code, that I have observed the work associated with Permit No. 20090631 dated April 28, 2009for property located at 226 Falmouth Road, Hyannis, MA. To the best of my knowledge, information and belief, the work has been done in conformance with the approved plans, and with the provisions of the Massachusetts State Building Code and all other pertinent laws, rules and regulations of the Town of Hyannis, the Commonwealth of Massachusetts, and where applicable, the United States. O t ® � K DAVID ODEH ®" STRUCTURAL N M. David.Odeh P.E. ® 3 8 No.3008 STRUCTURAL ENGINEER—MA I$l ,�o �kQ Signature Engineers,Inc. ZONAL Odeh Odeh En gin COMPANY 1223 Mineral Spring Avenue North Providence,RI 02904 August 17,2009 Address Date Then personally appeared the above-named M.David Odeh,P.E. and made oath that the above statement by him is true. Before Me, Notary Public My Commission Expires: 2/24/2611 Phone: 401.724.1771 Fax: 401.724.1981 DD �� r raj i ��1 ASSOCIATES INC. ARCHITECTS DATE: 8/24/2009 JOB NO. 06125 2 West Street, Suite G Weymouth, MA 02190 ATTENTION: Anthony Rodrigues ' (781) 331-8541 Fax (781) 340-6051 RE: TD Bank—Hyannis, MA vsorrentino@drlarchitects.com TO: ATC Associates, Inc. 40 Strafello Drive, Unit G Avon, MA 02322 WE ARE SENDING YOU p Attached ❑Under separate cover via the following items: ❑Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑Specifications ❑Copy of letter []Change order E3 FED EX COPIES DATE NO. DESCRIPTION 1 Final Affidavits(Arch, Elec, HVAC, Fire Prot, & Plumbing) , THESE ARE TRANSMITTED as checked•below: For Approval ❑Approved as,submitted ❑ Resubmit copies for approval For your Use E Approved,as noted ❑ Submit . copies for distribution ❑As Requested ❑ Returned for'corrections ❑ Return corrected prints ❑For review and comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TOUS REMARKS: ' Structural Affidavit to be mailed to you separately. COPY TO: Paul Roma — Building Inspector . SIGNED: 'Vincent J SorrentinOry If enclosures are not as noted, kindly notify us at once. THE COMMONWEALTH OF MASSACHUSETTS Final Construction Completion Affidavit On this 17'' day of August, 2009 before me, a Notary Public duly commissioned and qualified for the Commonwealth of Massachusetts, personally appeared Donald Lonergan, who being duly sworn, disposes and says that he has supervised the construction of TD Bank, 226 Falmouth Road, Hyannis Massachusetts, and that this structure conforms to the submitted,plans and to the codes of the Town of Hyannis, Massachusetts and the Massachusetts State Building Code 780 CMR, 7t'Edition. Further, that all required approvals and material Affidavits have been submitted, and that there are no violations of law or orders of the building inspection department pending. 1, as the affidavited Engineer and /or Architect hereby certify that I have on this date, August 17th, 2009, inspected the property located at 226 Falmouth Road, Hyannis, Massachusetts and find that the locus and its structures comply with my plans and specifications and all rules and regulations of the codes of the Commonwealth of Massachusetts. Therefore,I request a certificate of occupancy for TD BwAA&MRabnouth Road. Hyannis, Massachusetts. e o.4027 PEMBR Orig s Date f ates Architects, Inc. 2 West Street Suite G Weymouth, MA 02190 (P) 781-331-8541 (F) 781-340-6051 Subscribed and sworn to before me this 17th Day of August, 2009 `a��►�nnnup,�,� �A%NE M. P�•p�p1SS10N Ff�i��/ �V 4 g0 2 • (Notary Public) r •1 ' i •�bSETtg�• �` . '��CRY P;��►��` . 11111111/ i Verne G. Norman Associates, Inc. Electrical Consultants, Engineers and Designers 541 Main Street S. Weymouth, MA 02190 Tel: 781-335-4200 E-mail: vgna@vgna.com Fax: 781-335-5737 ELECTRICAL FINAL AFFIDAVIT I certify, Pursuant to Section 780 CMR Article 1 Section 116.0 of the Massachusetts State Building Code, that I, or my authorized representative, have periodically reviewed, during construction, the work at 226 Falmouth Road - Hyannis associated with the Electrical Portion and that to the best of my knowledge, information, and belief, the work has been done in conformance with the permit and plans approved by the local Building Department as modified by change order and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. This certification is subject to the completion by the Contractor of all Punch List items. Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Nature of Project: " New Build in -Electrical ,X4AAA4 of M4ss9®® Frederick P. Goff, P. E. _ FREpERICK P. � Address: Verne G. Norman Associates, Inc. � G s I Z® GOFF 541 Main Street, Suite 220 � ELEC?RICAL �' ® South Weymouth, MA 02190 NO.33656 Q On this 1 N , 2009, before me, the undersigned notary public, personally appeared Frederick o (name of document signer), proved to me through satisfactory evidence of identification, which were "Personal knowledge of-identity', to be the person whose name is signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Before me, J .HU /ice G Notary Publ' ry `Q:O�P��s ?0Fto My commission expires: yoT �.�" ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (HVAC) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Engineering,Inc. In accordance with paragraph 116.0 of 78.0 CMR, the Massachusetts State Building Code,,I, Thomas Matthews Massachusetts Registration Number 31492 being a registered professional Engineer hereby certify that all HVAC plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.) c. 112, §81R. For the above named project I, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative, was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the.progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, OF MATTMM T v HVIAC y No.31492 s�ONAI. g-21 -2,DcC1 Engineer Thomas Matthews Date Subscribed and Sworn to, before me this day of Alo 2Q7 , the undersigned notary public, personally appeared provide to a through satisfactory evidence of identification, which is to be the person whose name is signed on the preceding or Attached docup6ent, and acknowledged to me that he signed it voluntarily for its stated purpose. 4o:W4'ry�P011bii6 Ec,, ARLEEN F. GUYAN Notary Public Commonwealth of Massachusetts My Commission Expires Sep 15,2011 I ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (FIRE PROTECTION) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Engineering, Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Raymond Vincent Massachusetts Registration Number 46528 being a registered professional Engineer hereby certify that all Fire Protection plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.)c. 112, §81 R. For the above named project I, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative, was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, 2009. N OF MgSsKLn RkYN40-ND Gu, C. cn VINCENT �i MECHANICAL Cn N0. 46528 = / o Zt,� C. V- --ate' 4 X, "/s T ER Engineer Raymond Vincent ate Subscribed and Sworn to, befoEe me this `2 day of Ajgtic 74- 200.�, the undersigned notary public, personally appeared provide to me through satisfactory evidence of identification, whic i / to be the person whose name is signed on the preceding o attached docjIment, and acknowledged to me that he signed it voluntarily for its stated purpose. otary Pu ARLEEN F. GUYAN Notary Public y�`f oc Commonwealth of Massachusetts My Commission Expires Sep 15,2011 ENGINEER CONSTRUCTION CONTROL AFFIDAVIT AT PROJECT COMPLETION (PLUMBING) Project Title: TD Bank Project Location: 226 Falmouth Road, Hyannis, MA Scope of Project: New Branch Bank Building Engineer: C.A. Crowley Engineering,Inc. In accordance with paragraph 116.0 of 780 CMR, the Massachusetts State Building Code, I, Raymond Vincent Massachusetts Registration Number 46528 being a registered professional Engineer hereby certify that all Plumbing plans, computations and specifications, and changes thereto, involving subject project have been prepared by, or under the direct supervision of, a Massachusetts registered professional engineer and bear his or her original signature and seal or by the legally recognized professional performing the work, as defined by Massachusetts General Law(M.G.L.) c. 112, §81 R. For the above named project I, or a registered professional Engineer under my cognizance, have reviewed the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. I further certify that I, or my designated representative, was present on the construction site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work was being performed in a manner consistent with the construction documents. I have submitted, periodically, a progress report with all pertinent comments of the site visits and compliance of all pertinent items to the building official. To the best of my knowledge and belief, the work has been completed in general accordance with the contract documents with the exception of the items noted in the attached punch list dated August 21, 2009. IN OF 44gss-� c �o Ft+�YMO.ND �GN o C. v VINCENT MECHANICAL cn No. 46528 10 /STEF�O C, ��-.1r— ION L Engineer Raymond Vincent Date Subscribed and Sworn to, a me this day of &144 20Q the undersigned notary public, personally appeared ce , provide to me through satisfactory evidence of identification, w ' Is d , to be the person whose name is signed on the preceding of attached doo6ment, and acknowledged to me that he signed it voluntarily for its stated purpose. Notary4PIie ARLEEN F. GUYAN W Notary Public Commonwealth of Massachusetts My Commission Expires Sep 15.2011 C. A. CROWLEY ENGINEERING, INC. 645 County Street, Unit 6 Taunton, MA 02780 SITE VISIT August 21, 2009 Job No: 08077 . 00 LOCATION: Hyannis, MA DATE: August 21, 2009 PROJECT: TD BankNorth PRESENT: Ray Vincent - 'C.A. Crowley Engineering The site was visited to observe the Mechanical systems' installation. The following items were noted: SPRINKLER • Fire department connection escutcheon not installed. • Sprinklers in plaster ceiling area between Lobby 101 and Office 109 are more than 7' -6" off the wall. • Remove protective covers at Entry, Vestibule, and Teller Area soffit. • Install missing sprinkler escutcheons and flat plate covers. • Glycol loop has not been installed. Expansion tank is on site, and a backflow preventer is lying on the floor of Toilet 111 in a pile of debris with ball valves open. Backflow should be cleaned and tested prior to installation. • Toilet room vestibule sprinkler more than 7'-6" off wall. • Sprinkler riser alarm devices being wired. PLUMBING • Wall hydrant not installed. • Trap primer in Janitor 112 not installed. • Lavatory insulation not installed. • Install escutcheons .at wall penetrations. • Water heater not installed. • Water cooler and Toilet 110 water closet not operational. • Roof gas piping not painted. • Roof curb gas pipe penetrations not sealed. • Rainwater recovery system is incomplete: - Sight glass flow indicators not installed - Dye injection tank and pump not installed - , Pipe color and markers not installed - Piping and wiring incomplete - Cistern was not accessible due to paving operations HVAC • Toilet 111 electric baseboard heater not installed. • Exhaust fan EF-1 incomplete (wiring and duct) . • Exhaust louvers not installed. • Lounge 108 electric baseboard heater not installed. • Lounge 108 exhaust fan EF-5 incomplete. • Mech/Stor/Trash 107 electric unit heater not wired. • ATM/Work Room 102A exhaust fan EF-4 incomplete (grille and duct) • ATM/Work Room 102A thermostats not installed. • ATM Room 102 exhaust fan EF-6 not installed. • Vestibule 100 remote sensor, grille, and diffuser not installed. • Copy/Fax area supply diffuser not installed. • Work Room 104 supply diffuser and return grille not installed. • Split-system refrigerant pipe roof penetration not sealed. GENERAL • As-built drawings and 0&M manuals required. Respectfully Submitted, . C. A. CROWLEY ENGINEERING, INC. Raymond C. Vincent, P.E. Cc: Tom Matthews - C.A. Crowley Engineering Fred Clark - DRL Associates Chi OF- �1 17 23835 0 1 �\ I �fO MAY Iy ,Vv -t' �� 7 ; •.1 - p. Town of Barnstable - ------- - _ _._Zoning-Board of-Appeals Decision and Notice Appeal No. 2008-0, 1 - TD Banknorth - Modification of Special Permit No.1998-31 Special Permit pursuant to Section 2-40-39AN :•`:,ai. Shopuinq Center Redevelopment Over'a to demolish existing free standing building and rebui'd a new bank building with three drive=thr.: lane_ Surrm;rr: Granted vi`h Cvndition< Petitioner: TD Banknortn kas future tenant. Property Address: 226 Falmouth Road :.Route 28' Hyannis. Assessor's Map/Parcel: Map 293 parcel 0113 Property Owner Mayflower Cape Cod LLC vVlana;er-Simon Propert�l Group LP' Title Reference: Book 12517 Page 256 ;Lot 124 LCP 29992-c Cert. 15 4620) Zoning: HB - Highway Busines_ & SCROD -Shopping Center Recie,,elopment O�erl,l,: Dist6c's Relief Requested and Background: Appeal No. 2008-071 sought a modification of 1pecla! Permit No. 1 q98-31 issued to the Cape Cat r11all Nominee Trust for the redevelopment or the Cape Cod Mal:. The proposal is to demolish an existing 4,400 gross sq.ft. one-story commercial building located at the Mall and replace the structure with a new 3,000 sq.ft. one-story, free standing, bank building with three drive-thru banking 'anes and related-site improvements. The existing building was formerly occupied by Blanchard's'Liquor Store and fronts on Route 28. The lot upon %v^ich the b.ei!c!ing is located is a 0.58-acre parcel that s a part or the -55.4-acre Cape Cod rviall. The Shopping Center Redevelopment Overia Distr c�was idopted in 1996. On January 29, 998, the Cape Cod Commission issued a Deveiopment of Regional Impact (DRI) Decision for the renovation and expansion of the Cape Cod Mall (Project�—.' TR96025). On April 7, 1998, the Zonina Board of Appeals issued Special Permit No. 1998-31 for the redevelopment. That special permit provided a 7 year�window Burin; which the 10all could physically be redevelopers and expanded. Thereafter, the Mall functioned in accordance with Section 240-39, the Shoopirig Center Redevelopment Overlay District and in accordance with Special Permit No. 1998-31. At the end'of that development period, one outbuilding remained standing, the former Blanchard's Liquor . Store. That building and immediate surrounding area is the subject of this relief. In September of 2008, Section 240-39.F ')+f) Permitted and Prohibited Uses, Section 240-39.G(1)(e [3) Yard Setback Off Route 28/Falmouth Road, and Section 240-393v1(1)(a) Special Permit Provisions and of the Overlay District were amended by Town Council. That amendment was passed in anticipation of the redevelopment/reuse of this outbuilding for a bank. The amendment was driven in.part by,the proposed expansion or the Barnstable Municipal ,airport. The TD Banknorth's 'AirportRotary Bank' branch is situated on leased airport land that is to be used in the airport expansion. } Town of Barnstable,Zorfing Board of Appeals—Decision and votice Appeal No. 2008-071-TD Banknorth Modification of Special Permit No.1998-31 The existing building and surrounding Site area dates to a 1970 construction. The proposal is to demolish the existing outbuilding and rebuild a new tree standing bank with three drive-thru lanes. Site improvements include bringing the :nlmediate site area ,io to those sate de�-e!epmen:t standards - _ .the ;Mall redevelopment and include closing or the sate access onto Route 28 and L!til; ing the existing ::enalizea Mall entrance, upgrading site cliiu lighting, placement c;s;te Liti!:i C, _- �I_._ ui.uer g pond- and-the'rstalfahon-ot-perrmeter and--nter o r oa r k i n I ot,an d scape. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board or Apoeals on November ', 2008. A public hearing before the Zoning Board or Appeals was duly acivertised and notice sent to all abutters in accordance wit" &-1GL Chapter,40A. The hearing was opened December i U, 2)008, at which time the Board found ro'grnt a nlodiricatio:i of Spacial Permit 19c)8-31 SL:biPCt tC C(i Newton, Michael P. Hersey, Craig G_ Larson, and Board Chair, Laura F. Shufelt, Attorney Michael D. ford represented file petition before the Board. He introduced the deveiopment team that included Richard Tonsev, Simon Property Group. Leo Fein, 10anager of the Cape Cod Nma!! and Leo Squire, of TD Banknorth. Attorney Ford presented a brier history or tne redeveiopment or-Fhe viall and a Summery of ,ne recevelopment plans. He explained thar the proposed -demolition or the object Taut-building and the replacing of it with a free-standing bank building with drive-thru lanes wool-! complete this area or the stall redevelopment. He hotel that the ;proposal has eon reviewed by the Cape Cod Commission and has been reviewed and approved widi; conditions by the Site Plan.Review Committee. The Town's Growth Management Depart;ner.t !las also contributed to the proposal. :-attorney Ford summarized the special permit requirements as soecified in Section 2'40-39.A(3, or file Ordinance noting the proposal fulfills all of the criteria for the grr:nt of the permit Public comment was requested and no one spoke in savor or,in opposition to the request. The Board commented that the proposed redevelopment has undergone a number or reviews and the applicant has complied with all or those agency's reviews. The Board and Attorney Ford agreed that this should be issued as a modification or the existing special permit. Findings of Fact: At the hearing of December 10, 2008, the Board unanimously made the following findings of fact: 1. Appeal 2008-071 is that of TD Banknorth seeking a modification or Special Permit',No. 1998-3 , issued to the•Cape Cod Mall Nominee Trust pursuant to the Shopping Center Redevelopment Overlay District. The petitioner is seeking to demolish an existing free standing building of 4,400 sq.ft. and rebuild a new 3,000 sq.ft. bank building with three drive-thru lanes. The subject property is commonly known as a part or the Cape Cod Mail and the outbuilding is addressed as 226 Falmouth Road (Route 28).Hyannis, MA. It is shown on Assessor's Map 293 as Parcel 043. It is in the HB, Highway Business Zoning District and in the SCROD, Shopping Center Redevelopment Overlay District. . 2. The cetidoner has addressed the rect.:irernents o-section: 10-39..-VR They; ,re: Town of Barnstable,Zoning Board of Appeals-Decision and Notice Appeal No. 2008-071-TD Banknorth Modification or Special Permit No.1998-31 • To protect neighboring properties against harmful effects the redevelopment is a part or the overall Cape Cod i'viall site.and will replace the existing Bianchard's Liquor Store on that portion or the ,Mall property which fror.ts on Route 2E. The new proposal will upgradz :hat oortion of the Mall property xvitr, a ne.v !andscape Mar including a more substantial :; re: between the development site nd Route 28. • The site plans, has been reviewed by the Site Plan Review Committee, including the Hvannis to this area provides convenient and safe access for tire- Fire Department the improved access fighting and emergency rescue ve^icles. • Convenience and safety of vehicu!ar and pedestrian movement is incbrticrated witl;ir develooment site as the improvements include rernova! of an existing curb cut at the site i nd the reuse of the area as a bank indicates 6i at traf^c will be reduced, • The redevelopment will improve on-site stormwater management anci a;�ui�:� nest JraC�iCr= :r • The proposed building shall be connected to Town Sewer. • Convenience and safety of off-street ioading ^c! unloading nt deillCiPS is prp�:icied by t proposed site Man. • Adequate of=-street parking and rnit;gat o i,ie tSvres nave 'leer incorporated .'.t•:' ..'t' i •proposed site cevelopment plans. • Tile site plan, with its perimeter !andscape will impart a harm",nious to the ✓errai.n and to eXlsh^0 bullClings In file --iclnity of the Cieye!opment. • The one-story building has been. aesthetically reviewed by the Cape Cod Commission. It s a attractive and functional desigr. plan. Decision: Bused on the findings of tact, a motion, was duly made and seconded to grant Appeal 2008-071 as a Modification of Special Permit 1998-31 to allow for the redevelopment of an existing outbuilding with a 3,000 sq.ft. free-standing bank building with 3 drive-thru lanes subject to the following conditions: 1. Development of the site shall be as proposed in plans submitted to the Board entitled "Site Development Plans for TD Bank, Parcel '_93043 and Portion of Parcels 293024, 293029, 293033 and 311001, 226 Falmouth Road (Route 28), Town of Barnstable, Barnstable County, Massachusetts" as drawn by Bohier Engineering, revision date of 101131i08 and consisting of Sheets Number 1 throughl2. 2. The buildings to be built shall conform tothose Architectural Plans submitted entitled `TD Banknorth 226 Falmouth Road, Hyannis, Massachusetts", dated 7-21-08 as drawn by DRL -Associates, Inc., ,Architects and consisting of sheets A1.0, A2.0 and A2.1. 3. The development shall conform to all conditions of the Cape Cod Commission's Novem'bec 12 2008 Modification of Development of Regional Impact Decision Cape Cod :tiiall Renovation ind Expansson: s - Town of Barnstable,Zoning Board of Appeals—Decision and Notice Appeal No. 2008-071-TD Banknorth tviodification of Special Permit No.1998-31 4. The drive-thru banking shall be deveioped as shown in the plan and shall not exceed three lanes or stations for drive-up banking. The fourth lane, as shown on the plans shail only be used as an -- auto-by-pass-lane. 5. During the redevelopment of this cii'ea, l"r Cft associated w• th the rPCPyP"iDr,.e" is-found-to-directly-drain-irito Fresh-Pond-shall-be Adjusted so ti�at.-it-meets.ai.i 5ite 'I��,. es:_;z.._- requirements for pre-treatment or the runoff before discharging to surace ponds. 6. Connection or the new building to tire public ;ever small conform to gill recluirement� he Engineering Division of the Town or Barnstable. 7. No occupancy permit for the building shall be is-sued until the existing a;rb cut on Route 28 ha; been closed, curbed and landscaped as shown, or. plans submitted. o 'l only be `rr ti rm!a^ l ticn 2 10-39 Ch•- p o r er 8. The new bi.;idin.7 shay ,. u_ ' a_ �e Cc . Sec i, _ '� � �l .n ��.� 011rooses. 9. Construction shall comp!`'�,vith ail ?D3„Ca� Idimz and Health ni.':�;or. ' _quire! rents applicable fire codes. 10. During all stages of construction, a l-vehicles, equ pment, and ma[eriais associated `.vith t'le construction shall be required to be located on the property. Any construction wi,nm right-of way shall be approved-by [n.e Public Works Department of the Town rind/or.S[ate Department as m, bP needed prior to ari- activity in the ways. , i 1. All signage shall conform to zonin<,. -io sign ;h�:ll be illuminated so as to cause Aare-o `i't motoring public. The vote was as follows: AYE:, James F. McGillen, William H. Xewton, k ichael P. Hersey, Craig G. Larson, Laura F. Shure t , NAY: None Ordered: Appeal No. 2008-071 has modified Special Permit tio. 1998-31 as provided for and conditioner! herein. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect.and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this- decision must be exercised within two years_ Appea!s or this decision, if anv, shall be made pursuzint to MCL Chapter 40A, Section 17, within t,:venty'20) days after the date of the riling of tit, ciecision. .a. . copy of which must be file in the office of the Barnstable Town Clerk. . aura F. hufel ,'Chair ate Signed I, Linda Hutchenrider, Clerk of-the Toavn or Barnstable, Barnstable County, "�lassac`,u .�tts, herecy certify that twenty (20) days have elapsed since the Zoning Board of Appeals n e�, (his 6. cisiori and that no appeal of,the decision h-as been "ied in the orf;ce of the Town Ger . 44411 v4 Signed and sealed this �� da�i 0' ' ` > under the pains -:nd I_e�:<.1!::.s of .=*iL.;�'. L Linda HutChe'nricier. Town Cler t - '• '{ . I1 ►f t . . �I I Ilk e h It ..4 €;011 ..{ w..�at....a..�:. T O<J� � k � � h •f e I D z _ r z m C) ee m = rw o N , o" O rn Q > m 0 4ATi .� + DT. t . r . ` n . ) n r cn D rn x 0 x D O !?T oo p ` C� C� D (� "y C X X iil X W O N <O< r Oi Z O r �' � = 0 D °, O < r 3 M QZZ Zmr_ N c0 � i O G� G) D cmi, „ n D Z D n Z7 �l Ye t z O p O � X 0 � m Z Q � (" SOD - � ' ' r-a C Z 0m 0 - � Q ((D Dm � � 10 . Q D P+ D D �, N O O � � � o � m � � m Z m D m � � � Q 70 Dm In In Q No Z o O ti p LJ + . � O p r m m (n cz 00 C C o p r > Z 7- t J 0 m D � as 1 •� m < --A Q O 70 p In D t a � Z � 00N 01 C, f p c„ JOB#: TDB-14712 _ m m' SCALE: N/A z DATE: 03/27/2013 CORE STATES TD BANK w DRAWN BY: RPM EEK-10M QpQ ATM REPLACEMENT Boa om. 2 PROGRAM D o 0 CHECKED BY: JL V GROUP 226 FALMOUTH ROAD •c y `� z o pD HYANNIS, MA 02601 m `fl � " m �l by S'F 7 . TITLE PAVE 179 SIDNEY STREEr,CAMBRIDGE.MA 02139 ph:)617)576-0007 fax)617)576-1007 info@@ cor-ng.corn _ { REV. DATE CODE SUMMARY I APPLICABLE CODES I. BUILDING/STRUCTURAL CODE : MA STATE BUILDING CODE, 8TH EDITION ACCESSIBILITY CODE :ARCHITECTURAL ACCESS REGULATIONS, CMR 521 RED ARc, ELECTRIC CODE : MA ELECTRICAL CODE v\P�JOHNp��9�� FIRE CODE : MA FIRE PREVENTION REGULATIONS, 527 CMR21 NO. 7419 BROOKLINE n MASS GZ P - H 0 CAP y DESCRIPTION CODE REFERENCE REQUIRED/ALLOWED PROPOSED \lAN GENERAL USE GROUP : SECTION 304 : EXISTING - BUSINESS GROUP B : EXISTING TO REMAIN - NOT MODIFYING CONSTRUCTION TYPE : TABLE 601 : III VB : EXISTING TO REMAIN - NOT MODIFYING w o GENERAL HEIGHT AND AREA : SECTION 503 : 55'/19,000 SF - : EXISTING TO REMAIN -NOT MODIFYING w � O0 o NUMBER OF STORIES : SECTION 503.1,TABLE 503 : 3 STORIES : EXISTING TO REMAIN - NOT MODIFYING zz Q Q = AREA MODIFICATIONS - - : EXISTING TO REMAIN -NOT MODIFYING(ONE (1)STORY) m J Q =O � SPECIAL USE : N/A : N/A : NO z MIXED USE : N/A ; N/A : EXISTING TO REMAIN - NOT MODIFYING u- SPRINKLERED : SECTION 506 : NO : EXISTING TO REMAIN - NOT MODIFYING N = Q OCCUPANTLOAD GROSS FLOOR AREA 2,798 SF : EXISTING TO REMAIN - NOT MODIFYING OCCUPANCY/SQ FT/FLOOR : SECTION 1004.1, TABLE 1015.1 : 100 SF PER OCCUPANT-27-OCCUPANTS : EXISTING TO REMAIN - NOT MODIFYING E o EGRESS Mm TRAVEL DISTANCE : SECTION 1016.1 : BUSINESS OCCUPANCY 200'MAX. W/O SPRINKLER SYSTEM : EXISTING TO REMAIN - NOT MODIFYING 1LD�o < Ell EXIT ACCESS SEPARATION : SECTION 1015.2.1 : NOT LESS THAN 1/2 OF THE MAX OVERALL DIAGONAL OF : EXISTING TO REMAIN - NOT MODIFYING s THE BUILDING NUMBER OF EXITS : SECTION 1021.1 : 2 PER STORY : EXISTING TO REMAIN - NOT MODIFYING u DOORWAY REQUIREMENTS : SECTION 1008.1.1 - 32" MIN. (CLR WDITH) : EXISTING TO REMAIN -,NOT MODIFYING W NO Q EGRESS WIDTH : SECTION 1005.1 : 44" MIN. : EXISTING TO REMAIN - NOT MODIFYING - 0 - V - - a SCOPE OF WORK REPLACE EXISTING DRIVE-UP ATM WITH NEW ATM co O ao Q 04 w z o � O 00 ( 1 coo v , zw ui (�^ J 6i m Q — < Lu. C. SHEET NUMBER M Gl ' r GENERAL NOTES GENERAL CONSTRUCTION NOTES 'REV. DATE 1. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT 1. i ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING _ FOR CONSTRUCTION AND THE REQUIREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY,'REGULATORYAGENCIES, 'CODES, REGULATIONS, ORDINANCES, AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP AND/OR LANDLORD. ' ACCESSIBILITY CODES. 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND 2. GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS REGARDING ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT SCHEDULING AND SEQUENCING OF WORK. �,j DOCUMENTS. 3. = THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL RED AROAXI 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS, APPROVALS, CONTROLLED TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF �v�5 P�SOHNo,� INSPECTIONS, AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE SPECIFIED AND AGREED CONSTRUCTION, MATERIAL, AND WORKMANSHIP THROUGHOUT.THE DRAWINGS ARE NOT TO BE UPON ELSEWHERE. 'SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE NO. 7419 4. GENERAL CONTRACTOR TO OBTAIN A DEMOLITION PERMIT OR CONSTRUCTION PERMIT PRIOR TO THE DONE IN THE FIELD. ROOKLINE COMMENCEMENT OF WORK. A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE BUILDING MANAGER, 4. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5� OWNER TENANT AND THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND MASS 5. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE UTILITIES, INCLUDING SANITARY SEWER, of EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE STORM SEWER, WATER, GAS, ELECTRICAL,TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY CONTRACT DOCUMENTS. LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS AT THE JOBSITE FOR THE USE OF THE ARCHITECT. PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMMISSIONS OF ALL HIS/HER VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. EMPLOYEES AND ALL SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING 7. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. ~ ANY OF THE WORK FOR THE CONTRACTOR. 8. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND o 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. �L w o PROPERTY, AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND 9. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL Z U < ARCHITECT. JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES Q Q 9. DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED MATERIAL, RUBBISH, - OF OCCUPANCY. co 0 � w 0 z AND DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY.THE SITE AND PREMISES SHALL BE KEPT REASONABLY 10. -ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY SHUT 0 Lu 0 � z CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER. 'DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND.COORDINATED IN N i 10. THE CONTRACTOR SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE ADVANCE WITH THE OWNER AND LOCAL BUILDING DEPARTMENT. AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. Q 11. ALL SLAB DRILLING AND CUTTING SHALL BE DONE AFTER NORMAL BUSINESS HOURS OR AS DIRECTED IN WRITING BY THE OWNER. 12. RELOCATION AND/OR INTERRUPTION OF ANY BUILDING UTILITIES INCLUDING, BUT NOT LIMITED TO CONDENSATE LINES, ELECTRICAL, PLUMBING,TELECOMMUNICATIONS, ETC., MUST BE COORDINATED WITH BUILDING GENERAL REMOVAL NOTES MANAGEMENT AND BE PERFORMED AFTER NORMAL BUSINESS HOURS, OR AS DIRECTED BY THE OWNER. 1. PROVIDE AND MAINTAIN CARPET MATS IN FRONT OF ALL BASE BUILDING DOORWAYS USED BY 13. THE CONTRACTOR SHALL PROVIDE ALL SLAB OPENINGS TO COMPLETE THE GENERAL CONSTRUCTION OF ALL TRADES CONSTRUCTION WORKERS FOR ACCESS, SUCH AS EXIT STAIR DOORWAYS AND THE LIKE. CARPET a AND ANY OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS. MATS SHALL BE LARGE ENOUGH TO PREVENT THE HAULING/SPREADING OF DIRT THROUGH THE BASE s 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL BUILDING PREMISES AND ELEVATOR CABS. 13LAJ o REPORT ANY DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK 2. PROTECT EXISTING PERIMETER WINDOWS, WINDOW TRIM, FASCIAS AND SOFFITS UNLESS OTHERWISE �❑ o TO THE ARCHITECT. COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL JOBSITE NOTED. U s CONDITIONS. 3. PROVIDE A MINIMUM OF TWO (2), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', B. AND 'C,TYPE �� N 15. THE CONTRACTOR SHALL SUBMIT CUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING, FIRES, TO BE LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN N FABRICATION, OR COMMENCEMENT OF THE WORK. WORKING ORDER ON THE FLOORS WHEN CONTRACT WORK IS IN PROGRESS. 16. WHEN"APPROVED EQUAL,""EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED,SUBSTITUTIONS SHALL BE 4. g PROTECT EXISTING PUBLIC CORRIDORS. PROTECT EXISTING DOORS TO REMAIN, CORE AREAS, .� BASED SOLELY UPON THE REVIEW AND APPROVAL OF THE ARCHITECT.THE BURDEN OF PROOF THAT A PRODUCT,OR TOILETS, &TELEPHONE/ELECTRIC CLOSETS, TELLERS, FURNITURE, ETC. 0 SYSTEM MEETS OR EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTOR. 5. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER A V 17. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO MAJOR DEMOLITION OPERATION BEFORE COMMENCEMENT OF THE NEXT NORMAL WORKING DAY. a THE ARCHITECT FOR HIS REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK.SUBMITTAL SHALL BE IN THE 6. DEMOLITION AND REMOVAL OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF FORM OF ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) B&W PRINTS OF EACH THE BUILDING. DRAWING. SUBMIT FIVE (5) COPIES OF ALL CUTS. 7. DEMOLITION SHALL BE DONE IN A NEAT WORKMAN LIKE MANNER, WITHIN THE LIMITS INDICATED ON N cl) 18, ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, THE DRAWINGS, AND IN ALL CASES, TO THE EXTENT NEEDED TO PRODUCE THE INTENDED WORK. ^ o SECTIONS, AND DETAILS. 8: DO NOT MIX RUBBISH WITH THAT OF THE BUILDING OCCUPANTS. ALL REMOVALS SHALL BE 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. , COORDINATED WITH BUILDING MANAGER. m a CN E L�J 20. ALL DIMENSIONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. '9..° ABIDE BY THE'STANDARD RULES AND REGULATIONS SET FORTH BY THE BUILDING MANAGEMENT. G.C. Z o 21. LARGE SCALE DRAWINGS (I.E.SECTIONS, DETAILS, ETC.) TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. SHALL NOTIFY OWNER AND/OR BUILDING MANAGEMENT OF NEED FOR ANY INTERRUPTIONS IN O SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. - UTILITY SERVICE. NOTIFY OWNER AT LEAST 72 HOURS IN ADVANCE m 22. WHERE EXISTING WALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND .10. ,THE CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION THAT IS TO REMAIN AND SHALL m p z COLOR IN ADJACENT AREA. _ PATCH ANY CONSTRUCTION THAT IS DAMAGED DURING REMOVALS. ALL REPAIRS SHALL MATCH w z w Y 23. ALL DRAWINGS AND NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF EXISTING ADJACENT CONSTRUCTION. cn Q Q CALLED FOR BY ALL. 11. THE CONTRACTOR SHALL COORDINATE AND CONDUCT A SITE WALK-THRU WITH THE ARCHITECT AND N p p U 24. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.THE ALL REMOVAL CONTRACTORS PRIOR TO THE COMMENCEMENT OF WORK. £, DETERMINATION OF THE PRESENCE, AND/OR REMOVAL OF THESE MATERIALS IS THE RESPONSIBILITY OF OTHERS. 12. COORDINATE THE REMOVAL OF ITEMS TO BE SALVAGED, STORED, AND/OR PROTECTED FOR FUTURE SHEET NUMBER 25. PROVIDE A MINIMUM OF ONE (1), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B' AND 'C'TYPE FIRES, TO BE USE WITH THE OWNER. LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE G2 FLOORS WHEN CONTRACT WORK IS IN PROGRESS. REV. DATE E 0 ARC NO. 7419 BROOKLINE MASS J OF PJ1P'i 1 0 -0 Lu N a v w a 0- O Z Q Jz 04 CV Q EXISTING ATM FASCIA EXISTING ATM EXISTING POWER AND DATA SERVING ATM EXISTING NIGHT DROP BOX _ o rn U Q � 0 • yyj�❑ =o 0 v o CC NCL < O �p Z LU 1 w 3 U o u U w SHEET NUMBER ` EXISTING ATM & NIGHT DROP BOX Al. ' DEMOLITION NOTES REV. DATE D1. REMOVE EXISTING ATM AND FASCIA D2. REMOVE EXISTING ATM SURROUND D3. REMOVE EXISTING NIGHT DROP FASCIA D4. REMOVE PORTION OF EXISTING WALL. �ED ARc,y/ D5.. REMOVE & RELOCATE EXISTING ELECTRICAL �GHN 0� & DATA OUTLET FOR ATM. D6. RELOCATE EXISTING JUNCTION BOXES • NO.7419° ,n AT NIGHT DROP BROCKLINE D7. EXISTING NIGHT DROP TO BE RELOCATED. nnA �J 6 7 VERIFY ROUGH OPENING. "cTH of BAPS EXIST. WALL TO D8. REMOVE EXISTING CORNER TRIM. SALVAGE BE REMOVED FOR REINSTALLATION. 7 D4 A3 D3 D8 D6 PLAN NOTES w o 0 r 1. NEW ATM. SEE SPECIFICATIONS ON A6 w Q O D2 D4 7'-1 1" SURROUND( ) Z U F I ( 2. PAINT WALL TO MATCH EXISTING. m Q I I I D7 i I r I L _ 7 J I 4 3. NEW SURROUND& NEW EXTERIOR WALL W O � z _j D1 i A3 CONSTRUCTION TO ALIGN WITH FACE OF 0:� < z D5 I ILO- - - -� 1 6 EXISTING SIDING. .081 ALUMINUM OVER 3/4" 0 04 _ _ ALUMINUM FRAME OVER 5/8"SHEATHING 04 _ _ _ _ _ — — — OVER 2X4 STUD FRAMING @ 16"O.C. WITH O l R-15 BATT INSULATION WITH 1/2"GWB AT INTERIOR SIDE . SEE DETAIL 2/A4. A3 I 8 r 4. PLINTH BY G:C., IF REQUIRED. 5. NEW WALL BASE TRIM AT NEW WALL TO e MATCH ADJACENT BASE (� 9 6. NEW DOUBLE (2)2x6 STUDS TO STRUCTURE y p d ABOVE AND(1)2x6 STUD TO HEADER ABOVE. (�Dnd o 7. PATCH VCT FLOOR TO MATCH. �U L---------- EXISTING. <g 3 8. NEW(3)2x12 HEADER WITH 1/2 y A3 PLYWOOD SPACERS BETWEEN. W�❑ w o° 9. RELOCATED ATM POWER AND DATA. Q REMOVAL PLAN CONSTRUCTION PLAN 1 SCALE:1/4"=1'-0" 2 SCALE:1/4"=1'-01. V a N c2 CN 04 cl i n O II 0 J i (7 �. m Q O z w O LL; 3 v --IW m Q Q uj O U s = U . N SHEET NUMBER A2 REV. DATE NOTE: G.C.TO VERIFY EXISTING ROUGH OPENING DIMENSIONS IN OHARC�'T FIELD AND COORDINATE WITH NEW ATM REQUIREMENTS c3�P Z,9, B.O. CANOPY T-1 1"V.LF' V.I.F. D2 0. 7419 EXIST.SURROUND TO BROOKUNE BE REMOVED D4 MASS G� - - - - - - - I FgCTHOFMP�Pa — — — — — — — - — — - — — — D4 ----- ------- -- D6 +i _ D5 D4 D 1. i b _ Fr - _ --� i EXIST. 00 ° i i i i i i i iEXISTINq� +1 �� ATM i j i ATM i j O O u ii i _ 111 L _ _ _ J EXPATM _.�,v_i �f i C? � � LINE OF EXIST. F.F. m ' Q ii I ; w ZUQ � < Lu Q �— F.F.E cm Q (D O 0'-0" - sn w p � Z D7 D3 D2 Dl LINE OF DRIVEWAY D7 D4 ~ � u- Z � � N = EXISTING DRIVE-THRU ELEV. EXIST- INTERIOR ELEV. EXIST. ATM SECTION 7 SCALE:1/4-=1'-0" 6 SCALE:1/4-=1'-0- 5 SCALE:1/4-=1'-0" e rn u m d c � LLJ 0 7-1 1"SURROUND 2 2 SALVAGED 1. 3„ 1'-3" 1'-S' B.O. CANOPY A4 A4 IM. y V.I.F. - {,V ❑ zo 2'-0" 2'-0' 9" RELOCATED "J" q V.I.F. 3 6'-7„ BOX _ a O - O " - VIEWED FROM - Diu o b O ��` i 04 INTERIOR z0 N W O i % Z-0"Lu Q o W co Z `v - �� W.O. co o N LINE OF CURB O � 9, i 0\ �`� i z o W - - --- - - -- --- — ~ w 0'-0' RELOCATED. ~ _LINE OF --_�y o o U.- RELOCATED 2 2 LINE OF ATM POWER & �I EXISTING NIGHT DRIVEWAY, EXISTING NIGHT A4 A4 DRIVEWAY DATA DROP BOX SHEET NUMBER DROP BOX SIM. 3 PROPOSED INTERIOR ELEV. WALL OPENING DETAIL A31 PROPOSED DRIVE-THRU ELEV. scALE:1/a"=r-o° 4 SCALE:1/4"=1'-0" _ •t IL = = N „Z/L�3lVOS NO 03S T1` AA Z NV-1d a3JAlb'I 3 :. a1I9WnN AlHS „Z/l-S - n o N 921no ONIISIX3 „Z/[ L ---- _ D n O a3211no321 II H1NIld . N 0 � rn rn Z IO 1HIH 3NI2313r- ; p o, Ol SNOI11aNOO C) aNnoaans/M `V I�TI W � O13I3 W?JIDNOO - SSIN)1OIHl �\ Ol O0 'H1NIld MIN 1 IIVM 1V101 D 0 1 1 E r N z v N I E i Cn O A 1 1 ViV4 18 N W1V 1 1 i 213MOd Wl`d naHl-3nlra 1 4' i a31VOO1I21 MIN 1 1 �b/£` O Wlb t7V/f IIV13a 33S 3IS 'NoiionKSNOO, ®-�-i 1 �d s X09 MIN 'S341S Hi09 'an1S IIVM NIH1 MIN - d021a ® 9WVf MIN '? 3n09V g aNOA39 IIVM 'N011VW210mlN1 £ 1H0I1\1 3?JnlOn?J1S Ol do s m HSINII '1SIX3 30]Nil JIaOW aOJ ZV lIIH,S . �31VO0 an1S 319noa MIN A +,0-,9JP ]Is 'aNnoNanS MIN O ` IRJNIN3dO '1SIXI 0/1 a 17V/t7 I]S aNn0821nS JNIlSiX3 m F> S23OZ d/00 AIHi A 1.O 2 p wOOo Z (£) 6-, £-,t 82nOJNR a3VWV aNO��ns „0 t aIGVIH MIN. JNlGlS ANV '1SIXI IO S3als 8 dol 1V if If JNIISIX3 I0 3N11 3 aNnomnS IO HOlVW Ol 3OV1d321 �IInVO 3NOOIlIS (aNnoaans) ,.l l-,L Slals '? dol1V)IInVO JNIaIS Ond aNV °GOOC Ial^O?Jd WIS qy �V N.OliVW2103N1 IaOW INOOIIIS%001. 1GlAOad ?JOI ZV Al ]IS . N011bInSNI 11V9 /M JNIWV?J3 Z Z 'aNnoa8nS MIN an1S„9) NOliliaVd '1X3 JNIISIX3 „o,L j:aiv0s � = N - �IVl3a JNIW`d2J3 3a �IVl ?INNna W01109 z y"M 1V aI1V3S ills m N 3: .o .� „b „i� 'O'O„8 @ ivno3 r W. 0 0 2J0 IVd VlLL 1'0 s y y (xdw) 'o'O a„ D = > n Z IIIS 9XZ MIN ,91 @ aOHONV 213NNn21 ND O HJIH„ IV l 'San1S IDIE nJ . o D IaIS H0V3 'aOH0NV (NIW) JSW 9l NIW„8/S-£ 0 Z aH N3111 NOSdWIS'dla ,? . a131D aoo1I 9nS jO]Nil 31-11 NI O O„o-,1.8 S3`Ja3 a]CIVIH MIN of do Dais N011binSNl llV9 56-21 HOVI an1S�IOVF,9XZ MIN JNOIV'O'O„8 aIOVdS 3n09V SMIK)S 1331S 0NlddVl J13S ONIHIVIHS ian1 n211S I0 3aIS?J3aNn S 3dAl 0NOI„l/M SaINNna KV80 d0la]1X3 O v an1S IO 3aIS a0laDINI s Ol aiwvaj san1S NO dAJ„e to al kvl (1) 213n M C O dV2J �I3nAl a M 1NO3 '9XZ (Z) OM1 MIN z y� ° C� ODNLI,aaV 21OD „9 L.@ SN21C is.' '? S03.1 y m t7V/Z 'NOIlO3S 33S '21IaV3H 91 l/M San1S 1331S nIVJ (NI Dais W) 0SW 9L NI W„8/S-£ aNnObbnS W1V HOVI Oi SMI?JOSa03#{al /M dllO (XVW) 'O O s @ NOHONV 83NNn?J HOIH I 1331S AVID 1331S 'VJ 9 L '0NOI „bX„bX„7 (NIW) OSW 9l NIW;s/S-£ b 3.0 o'o.s @ IVnni „Z l @ SM321OS 01.#/M 21Ia VI dO IVd bla„LL t'0 - O1 I2ff1OIS .')OVai„9XZ M9N 'SbDOVdS QOOMAId Z/I /M Z lX Z (£) I1dQ, nI21 O'O,.91 @ SaniS,9XZ oNUSIX3 : 21IaV�H M3N REV. DATE SAWN LUMBER ALL GRADES OF LUMBER SHALL BE RATED BY THE SOUTHERN PINE INSPECTION BUREAU : (SPIB), OR THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). LUMBER GRADES �gETTS SHALL BE AS FOLLOWS, WITH A MAXIMUM MOISTURE CONTENT OF 19%: • SOUTHERN.PINE NO..1. Lo 0 W • DOUGLAS FIR-LARCH NO. 1. z Q _�o • HEM-FIR.NORTH NO. 1 BOLT HEADS AND NUTS BEARING ON,WOOD SHALL BE PROVIDED WITH STANDARD CUT 2p fy Quo WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE OR TABLE 2304.9.1 OF THE ,INTERNATIONAL BUILDING CODE.IF NO OTHER CRITERIA IS GIVEN. Z Q w CONNECTORS SHOWN ON THE DETAILS ARE MANUFACTURED BY SIMPSON. WRITTEN p C APPROVAL BY ENGINEER REQUIRED FOR SUBSTITUTIONS. � w o z.OQ Q mJC� o � LIGHT GAGE METAL FRAMING vi 0 w.o � z 16 GA.AND HEAVIER STUDS SHALL HAVE A MINIMUM YIELD STRESS OF 50,000 PSI. 18 ,Q Q GA:AND LIGHTER STUDS AND TRACKS SHALL HAVE'A MINIMUM YIELD STRESS OF N = 33,000 PSI. Q c14 STUDS AND TRACKS SHALL BE 18 GA.MINIMUM U.N.O. THEY SHALL BE MANUFACTURED BY DIETRICH INDUSTRIES, INC. OR APPROVED EQUAL. PROVIDE DOUBLE STUDS FOR FULL HEIGHT OF WALL EACH SIDE OF ALL OPENINGS UNLESS OTHERWISE NOTED. WELD STUDS TO EACH OTHER WITH 1 1/2"LONG 1/8 FILLET WELDS AT 12"O.C. EACH SIDE. PROVIDE STUD TRACK AT EACH'HEAD AND SILL " d s REFER TO PLANS AND DETAILS FOR CONNECTION OF STUD WALLS TO FOUNDATION, o FLOOR OR ROOF. - r . - �s CONNECTIONS: W STUD TO STUD (4) #10 SCREWS y e STUD TO KICKER (4) #10 SCREWS W x STUD TO TIE (4) # 10 SCREWS v STUD TO TRACK-(2) #10 SCREWS WALL SHEATHING a ALL SHEATHINGHA N SHALL CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN SPECIFICATIONS, LATEST.EDITION. SHEATHING SHALL BE CONTINUOUS OVER N r) 0 THREE ADJACENT SPANS MINIMUM: ,� u 0 �* O ; Q WALL SHEATHING SHALL BE 5/8"APA RATED SHEATHING, EXPOSURE 1, 32/16. ALL °O c') ,� J W WALL SHEATHING SHALL BE FASTENED TO SUPPORTING MEMBERS W/ #10 SCREWS @ 6". O.C: AT PANEL EDGES AND 12"O.C.AT INTERMEDIATED SUPPORTS, U.N.O. u.0 } ca Z . m o z w w U m Q w Q _ 0 0_ U SHEET NUMBER . f A5 1 , REV., DATE CONDUIT AND JUNCTION BOX OPTEVA® 740 ADVANCED FUNCTION DRIVE-UP ,eRE a,IReMaITs THROUGH THE WALL [ REQUIREMENTS THEATM RE*LPMSA�llLE44V4-7HRff•WNE UP61NRC1m Pm mRECEPTACLE $ �d /7'�) 261mI(nMETALCONDUIr FROM ALARM CONTROL.CAB61EsTJUNCIION SOXTO W66NGTOTHER I MAMEW=USCLWEATHRWMWEAMMOROUM(CCNDUrr s.wEBMU" to / 10 m(4-)SR X S4mm OX'J OP.UNCTION BOX(ALL BY OWNERS EC.)DIE 13MD O IB NCFT E POWER SUPPLIED MW'USrMB6A3 R"' BFFrH �Y TO PROVDE F ATCOVERMTH TAMPER SWRp1. CIFIC 4 HIGH WITH 13mm ( )SAFE IwIVVAC(.6*-I0%)6eE,=( I%)S�T �� ,OHN 0�F -, WHEN�BOMgTIC'AFMHOURDMVSmORYBTOBECONNEGTEDTOATM foo.,2TVAC(4M-W%)S"(s N)894GLE471ASE � ' CALL 1.WD499-3600. UNIT.OWNERS ED.TORUN 18mm(IM METAL CONDUIT FROM IW3lm(4-)SO.X 2WQ40VAC(t10%)6I)!z(!1%)SIMGlE•RNSE 6UmnT11 CP.JUNCTION SOXTOAFTER HOUR DEPOSITORY 2W-240VAC(=10%)e"0I%)SwS E-PHASE POWER TO THE ATM ISTO BE A DEDICATED SERW CE AND MMUBT BE PROTECTED BYA I O OWNERS E.C.TO RUN,Imm OnLNDUD TIGHT R EX(METAL CONDUIT aft ISM($� SAI%W OLICK-OISCON&EtT DEVICE TO BREAK LIKE VOLTAGE(SUCH AS A CIRCUIT 7419 x, CONSULT WITHDIEBOLDINSTALLATIONISERVICE RIGID(OIOUIT FROM JUNCTION BOXTO CABLE CONNECTING PATE. BREAKER AT THE ELECTRICAL am PANEL.THE NO. BRANCH FOR ADDITIONAL DETAILS AND INFORMATION. �_•_• ® 19m C4')METALOOFouRATOWISWFremEDEU=RKALSupLYT01oam(4,)sm CIRCUIT BREAKER)MUST TURN OFF THE LINE VOLTAGE ATTFE FOLLOWING ANIPERME PLEASE SEE PLANNING AND SITE PREPARATION GUIDE // XNmmc:M'►m'•B+E4cnoNEKlocwrtE+r�E�vucLExnn�+r (�DF 2000"V 00-127 c�:,"%o,Li'e°ETLavICE DlscarN ArfoTA REs BROOKt ENE : E - SIDE CONNECTING RATE BOTTOM CONNECTION MUST BE COMPENSATED THE MODULE BULK POWER SUPPLY AND P POWER SUPPLY WILL PROVIDE MASS C, �. TP4=89401. n _._._- � ACCORDINGLY(ALL BY OWNERS E.C.)(SEE POWER RFAUIREMeNT4 POWER CONDITIONING TO PREVENT THE TERMINAL FROM MALFUNCTIONING DUE TO Sc�P✓ . -. .. '(ti I OW NE"Fes.TO SIMPLY COMPATIBLE RECEPTACLE FOR COUNTRY SPECIFIC PO Y R Us!POWER FLUCTUATIONS AS oUiUN®IN E3181aooJ-,,. 7M nc LPL REAUIR�FOR 1095 p «_._ �.�._. D x PW6IN CONNECTOR SUPPLIED WITH UNIT.POWER CORD LENGTH 2160mm(11" WITH gtS WALITHICIWE83 (43Y•� _._. g FROM SIDE OP tiNrr. MACHINE STATUS nN.OWArrS IO HFILTERhR O� O� HEATER WITH 3.z,� 'OVER 182mm(e'} 762 _ 7B4 (61 .. 03 .NOTE' IDLE M WATTS 2I6 WATTS 766 WATTS g= (�'. 1 9- (31 Y) 19 (� C Z 3 I :JUNCTION BOXES MLrB'rPLATE.(LENGTH OF ETJ BE LOCATED UBLE V�NTHLiNT '� TRrIDN(DIBPEr48E _ _ a.__._ 32 ( .) �.) - rNr� r LOCATE IN AN EASLYACC.ESSIIEE AREA OR BULK NOM N PROGRESS M WATTS SYS WATTS 6T6 WATTS t0 O 768 HEIGHT DEPTH • 2' -BOXES CAN BE FLUSH MOUNTED WITH CONCEALED COIDUITFOR RAPID PRONG IA60 WATTS fib WATTS 1,140 WATTS Zp�, O NEW CONSTRUCTION OR BOXES CAN BE SURFACE MOUNTED TRANSACTION N PROGRESS W W 62 (30%) I� O_TOP OF.MONITOR 11186mm 130mm w :WmN EXPOSED CONDUIT FOR EXISTING CONSTAUCnoN. g —y q ( 01) w� PHYSICALSECUWTY co)EFIo1)RATIwE SeP. 4�etoW.O.(� EI88mm 126rtini. Co, .'THE sEruFBTY SAFE MEETSTHE BANK PROTECTION ACT 82STAT20%. 0� STANDARD µoats AFD. ©:'RECEIPTISTATEMENT PRINTER 1 112 USC MD.AND MEETS THE ATTACICTFST PER UL2111-1&THE SAFE DOOR O o w. - (34*) (4 34#1) HAS A POSITIVE REX.ACIONG FEATURE THE SAFE DOOR SHOULD BE CONTROLLED 666mm 84rmn BYA MINIMUM OF A GROUP 2M UL LISTED COMBINATION LOCK WITH OR WRHOUT 2O H UM THERMAL BYD L DD CONSUMER 10M.4 HI TH AF%SU CARD ND BULK NOTE JOURNAL PROBER KEYLOCKM DIAL CAPABILITY OR OPTIONAL ELECTRONIC LOCK BUMPRCESING RECEIPT PROBERURE4FOR AFD.TANEO EAHD BULKLIMIT XEPioEt w ,© ADVANCE7DfUNCT10NDISPENSER .�g� - RAPIDITORYMODU-)ANDE9OONHANCED FOR SIMULTANEOUS MANDBHABU Q O . .�y7_ � (f+167 ALARM PROTECTION DEPOSIiORYMOOULgMDENAp31HM1CFDNDTEACC�fOR)ORIDMNIDBWIOLUJC � 0 �o sesmm 127mm I TWUL4JOTEDSAFEBEOWPPEDWTTHASARICNARMSERMPACKAM.THE NOTEACCEPTOR)OPERAMONS. W NO THE POWER USE DEPENDS ON THE NUMBER AND TYPE OF DEVICES PRESENT N THE ATM.AND 7 • • ,( (D - O MOTORED CARD READER: (34XV) (6' , A m RAHEAT TSSEANSOORR o00R OPEN SWRCYI AINiE SHUNTING SWITCH. L V `l i. 1077mm 113mm I BIALONO AIR PRESSURE THE T'PE.OF TRANSACTION THE ATM B MHO. TOP FIINCTIONI Y ( 31e7 ( %Ia') BUILDING AIR PRESSURE DIFFERENCES AT THE ATM INSTALLATION LOCATION HEAT OUTPUT CONFIGURATION Q 4 .AFFECT THE INFILTRATION OF OUTSIDE AR AND ACCOMPANY DIRT.THE ATM WILL .0;m � H J Q TTT YS ( TOO, WTH�(ST 0 FH�nIVE—PRPRES3UE,2r cO T0'FE mACi. O c cn HEIGHT-FROM BOTTOM OF SAFE ZZ A84a BTUIHR RAPID PROCESSING R HEATER < DEPTH-FROMFRONTEDGEOFBEWIL O WASURED FROM THE INSDETOTHE OUTSIDE OF THE EMLDINOATTHEATIA "- -.02AWBnUMRBWC NOTE WITH HEATER Q UT HEAT= w � Z p.W MAINTAINED,THE FASCIA LOWER LEST TEMPERATURE B.2p C(•P Fj THE LINO HfuAARR/IPID PROCESSING WTTFI.FIEATER ~ a- u- Q �i NOTE' F INSTALLATIONLoCATKN,IFsTAncORPOSRNEnFtPFm=FEGWNOT ON MBTLUHEIDLEDPROESINGWI c 'MrISM,MMBiM6MMH DIFBOLDATMSARE SPECIFICALLY DESIGNED TOME ETVARIOUSLUERCRETERIA:Fil . K.a MAXIMUM NEGATIVE AMPRESE;UREN.WWEDIS�..oVHID. OPERATNf.ENVIRONIERT_ .O r :,p CTO II'C(60'FTO 1WP) �. S FORDRNE•UPANDW.ADIEB LDDRIVEJUPA MUSE INAWALK-UPAYAND_ - ►IALCAcHA ONa1RANHEFwAuREmwm OF THE 9A LOCATION RE1ATIVEHUMIDm(NON SING) F N = THE 20 TO 80%ATSP C(Ip F),Y RESULT REDUCED A DUSER PRIVACY.AN OPTIONAL PRIVACY uSHIELD SIGNAL CABLE FOLLOWING N WfTH RESPECT TO OTHER POWER A PHYSICAL ID EELECTRICAL EOUmMFM � N Y IN REDUCED USER IS �..�LS�.. 207066%AT9fi'C(,Op� RECOMMENDED INTHIS APPLICATION. FASCIA LOCATION- 36'C TO 54•C(Sp F TO 137 FF)� SEPARATION FIVIN OTHER CABLES RELATIVE HUMIDITY ISTO IMS THE CUSTOMER ACCEPTS ALL REILPONSIBILTTY FoRAMY REDUCTION 81 8tO W.O: 9T IN USER CONVENENCE VISISILTTY AND PRIVACY RISK ISSUES ASSOCIATED' TYPE OF ELECTRICAL RUN BELOW 2 WA 2-6 KVA ABOVE 6INA WEIGHT OF UN7r (1Y.� (24') f (All WITH USING DIEBOLDATMS OUTSIDE OF THEIR INTENDED APPLICATION& FLUORESCENT.NEON OR 8611%(tp6iLH8) 162(87 CURB' S72 FASCIA 162mm(Et')MESS GHi ING ARE iS7mm(sir) ,2ELmn(6� +r'^e^l�f' CAUTION LABEL (28367 WALL THICKM RECOMMENDED SERVICE AREA UNSHIELAEDPOWERLINE 1Z/mm(8I IOSmm(12y 810mm(?-0�� . AutEAOFt oRELECIR ALEEGUPMENT A CAUTION:LASER Do rwA swre into beam ® MINIMUM SERVICE AREA - UNSHIELDED ELECTRICALEr2UP,UW&dAAAER TNES OR U D_ (I I I,'II ILL I ILL II I(ILI I I IIII I I I(I'I II I�LI I I L(I a O t�TKMERVICE WITH SIGNAL CABLES ENCLOSED PLAN VIEW 64mn(21i' ,6amm(B) 506mn(,27 a N GROUNDED CONDUIT 61 330 1&) IN -.. c N _. o�DUFT�61GI4A1L .GROUNDED 30r m(1N.9 70"(T) 162mm(W)It � ■ . ,Dp�� OUTLINE OF�TIONAL (jN� (197 (TY47 LL CABLES N GROUNDED CONDUIT Fai�B ❑0U. o O PANEL ATEO SIONAGE 872 FASCIA 2B �- - - 0, SIGNAL CABLE INSTALLATION CONSTRAINTS (� PANEL - 8 t., ,rl i'. POWER W R 7 (,Ye7 8 I?E br N LIGGHHTNG TIVE C IBBLLE.SIGNAL C'CAABLLEES HAVE WALL CONDUCTORS,NO LIGHT INSULATION q alb �8 ,..��.�.......�. ' ( W WRHBTANDAB MUCH STRAIN NINBTAELUTKINL 1ED.. :a ` •b FAAAA- u"I (C iO�tS ' N:.: L Q Alp p)6� (1S'} r _ "E'`TS 830 U N HL ® ® WEENDSOMN e m ® ® WQ❑ o W � Its X IAIIRVENTS 1� 3Ew w g ( ) z cl 154 2 AIRVFMB �I g z A (8�e7 4 V a o :III � LN ` OPTIONAL"CONSUMER BAR m i # Eb 04 SEE WALL OPENING DETAIL CODE SCANNER(SEE TAUT10N' ON PAGE 3 OF 4 LABEL ON PAGE 2 OF4 x � `J .FOR RECOMMENDED CLEARANCE m C, \ �'+ H H. ,t s;• oO 2 f\ v :REQUIRED AROUND FASCES L O" �. 5 , 04 C LI 1. TOP OF FINISH DRIVE LEVEL HDOH CURB m(8'I ` i i $ E 3 Z O CL<� JT CL c. LOCATEWALLOP.E4ING MAX WALL) /D SUPPORT PLATFORM AS REQUIRED � .. - m � FROM FINISH DRIVE LEVEL (6) (BY OWNERS O.C.)I62mm.(6y SHOWN a 148 5I5 18Z WALL OPENING HEIGHT_NOTE . . Y P EOR�R SUPPORT e� � w Z VERIFY INSIDE FLOOR AND EXTERIOR f>RIVEWAY lEVE1 h07JOliTB PRIOR TO 182 782 .MW PLATFORM REQUIRED. ES Lj.j 3 u CONSTRUCTING WALL OPENING.IF INSIDE FLOOR LEVEL IS MbRE?HIW (8�69 ( 47 C�s'1 Tb Q ~ Q w 2 184 mm(714-)HIGHER THLMI.EXTERIOR DRIYEWAY LE V 3.DIMENSION FOR 944 1000 (T gdq O -N' U WALL OPENING HEIGHT MUST,BE ADJUSTED Acx RDIN4LV AND,.OF' lium � _ OPERATING HEIGHTS MAY Nr1T BE MET. `� � - '�' (7') VERTICAL SECTION SHEET NUMBER. - — E: INTERIOR ELEVATION - EXTERIOR ELEVATION VERTICAL SECTION; i A6 , - - -- - -- - I : i 1 , 1 / f • r 1 I / r r J r f >/ f • r I / r r : f : / r/ 1 / , / r / ✓/ f f f / / r / 1 1 1 >/ /f f r/ 1 J f1 , r / 1 f ,r 1 1 r r >� / f. / / r r - r 1 • r J f 1 / 1 / r : ✓1 1 o !J f 1 r- J� 1 f 1 1 1 J 1 i � 1 r ¢ 1 1 FLOW SWITCH r/ f - r - J EDUCED PRESSURE r f / .CHECK VALVE TYP J , / f BACKFLOW PREVENTER r r ; / U.V. CONTROLLER EMERGENCY.BACK UP / f z 3 , /f r/ U.V.,V. UNIT---\, r r f'•f / .._ + ff I f • 1 UP n r L WATERS PLY /POTABLE r 2 MINIMUM) T r NC N M VEN r1 f / SS MANHOLE ACCESS MANHOLE ACCE MANHOLE ACCESS o ,. OFFSET AS REQUIRED D W RE Q 1 / 1 1 UMPW RK TOREACH LANDSCAPED 1 P 0 S A V TYP DEDICATED BAL V L E L / AR 1 EA INSTALL BUG SCREEN r / 1 A.C. CIRCUIT 230V, 30A i PH f r r r 1 MANUAL AIR BLEED METER - ——————— A.C. CIRCUIT TO PRES SURE ' `'TANK PUMP r r 'JUNCTION BOX 1, GAUGE CONTROL W IRING T0 AS REQUIRED R ED MANHOLELE COVER TYP FLOAT AT TREE FLOATS AND SOLENOID TYPAEXTENNION TUBE AS REQUIRED � - • I A.C. CIRCUIT T0 FLOW SWITCH TYPIC WYE FOR CONNECTION / r I / AND INJECTION PUMP I N /FROM DRAIN OUTLET 1 IR RIGATION SYSTEM 1 4 MESH OVER END I I PRESSURE RE / CONNECTION R MAK UP 1 1 E SYSTEM DISCONNECT 1 SWI TCH : 0 DRAINS S FROM ROOF N I'f / r 55 30PS1 AND.CONTROLLER W I 1 ,f I J MOTOR CONTACTOR AN D INLET OVERFLOW TO ON SITE DRAINAGE SYSTEM / I a 1 I 4 7,, .,F RMER S AN C - . t7 TANK.FULL RAIN OUTLET i DISCHARGE i .UNION TYP DYE .,ONTACT TANK RE PUMP D SCHA G i C.A. CR OWLEY ENGINEERING INC. MAKE-UP SOLENOID 645 COUNTY STREET UNITS TAUNTON MASS 02780 T STRAINER M S EN IDCLOSED— FlL ER GUIDE RAIL PHONE W R MOVABLE BASKET 608 864-604 FAX E 608 684-6088 5 MICRO E 20 & C -MAIL CAC .com MAIL�a+owleyatp FI _PARTICLE LTERS WWW.CROWLEYEN -MAKE-UP SOLENOID OPEN O.COM DRAIN VALVE DYE INJECTION PUMP - iE - 500 GALLON - No t 2 GA L N PR CAST T E ANK DYE TANK r _ , `PRESSURE TANK VALVE I `PRESSURE RELIEF VA L 0 SWITCH TYP PUMP DISCONNECT FLOAT T W CHECK VALVE / 1 I u FILTRATION DISINFEC TION COLORATION PROVIDE RECESS IN TANK BOTTOM PUMP DISCHAR GE l I FOR CASING FOOT TO PREVENT A SIZE 0 BE DETERMINED BY NO SCALE NOTES. i. TANK ZE T LOCAL RAINFALL RATES AND AREA MOVEMENT DUE TO STARTING ' i OF LANDSCAPEINC TO BE IRRIGATED. TORQUE TYP EACH FOOT 2. PUMP GPM AND HEAD TO BE COORDINATED r Wfi1 IRRIGATION CONTRACTOR. � I , 3 MINIMUM DEPTH. PROVIDE MIN MU OF COVER AS METER Q RE UIRED BY CODE. UNION TYP BALL VALVE GATE VALVE `SOLENOID VALVE ...:STRAINER TANK FLOATS PUMP:.: . NO SCALE AIR GAP*, 22 6 Falmouth Road WA SUPPLY POTABLE TER Y S L Hyanrlis, Massachusetts FLOOR s 3 DIA X 4 L 3 X2 REDUCER k Z TO TANK MAKE—UP .WATER CO NNECTION NO SCALE AIR GAY P MAY BE REPLACED WITH REDUCED PR ESSURE . . . I C 0 PREVENTER IF ACCEPTABLE TO THE A.H.J. BACKFL W i _ S A E LS : I NO TE: ALL POTABLE AND.NON. POTABLE SYS TEM I I I N NTIFIED AS REQUIRED BY PING SHALL BE I DE PI Q 'i THE H INTERNATIONAL PL UMBING CODE 20 06 Ed. . , I , I I V _ L .............. ....... ......_. ......... ......_ RECOVERY RAINWATER RE _NOTE COORDINATE --------------------- EQUIPMENT AND PIPING INSTALLATION N WITH TH E , I: ! I ram— 1 I, I TO t E UL ELECTRICA L CONTRACTOR . WATTS P,�O 940 DE SCRIPTION QA I. DOWNSPOUT NOZZ(t 1 R WISP MODEL WFF 50 r LTER STRAINE ,Fl t .: ................. I : I E • TANK OF LOCAL CONSTRUCTION ; E . 6 RL`DN12GWFROM DYE CONTACT I FLOAT TREE ZOELLERMO EL 10- 886 TANK TO CLOSETS NOTE f!II II. 1, ,I ,I , R ODEL E191 i TANK PUMP U ZOELLE M I 1 : . I i I -=� I, ,I r � I c lII!., �II ,! ,itIE w , II , ` 2 500 G L — � s IiI aiI iII 1 5 09 BID &- PE RM IT DOCOMENTSPRE PRE—CAST TANK oFD WATER METER DLJ METER MODELEL Dtoo r DESCRIPTION RK DATEDYETANK W PUMP B r� __ _PART PARTICLE FILTER PCKMODELBBFS 22 ------- ------_FCO 1„ PUMP DISCHARGE RGE PRESSURE TANK ,OMAKE—UP U.V. DISINFECTION TROJAN MAXMAXM DEL D , L! I I _ I I l I II PRESSURE T K PRO SOURCE MODEL PSP FW40 12 • PROJECT NO. 06125 PARTICULATE FILTERS lJ , t i i 1 ..� �� , .mow — —� I � CAD DWG FILE WATER METER TO SITE DRAINAGE - - - - - - - ._ — _._._ _.._ _. _.._ — .._ - - _ - - .-- - - - - - - - - — -- - �, 6 RL I 1� I W.E. ANDERSON MODEL vs { FLOW. SWITCH W E i U.V. DISINFECTION FECTION : , DRAWN BY. R V. — .. I 0 DYE TANK IDEX MODEL J 4036 SK 1 , , I I : I1 . V .t : : CHK D BY: : R.V. , ARE , i 1 CISTERN DISCHARGE I I, V 1EX FILTER _ OR c 100 MODEL 015� CHEM TECH SERIES MI CTION PUMP Vd SYSTEM I „ INJE TO RA INWATER ATER I, I: t I 1 - CONTACT TANK WELL MATE MODEL UT 40 NOTE. I• 1 CIS TERN MAK E—UP WATER I SYSTEM CONTROLLER CUSTOM MADE - , I N ,A AD I ,f (COORDINATE INSTALLATION W METER & BACKFLOW 6 RL i CONTRACTOR A W WATTS 009 T INVERTS WITH. SITE C NTR R B CKFLO PZ Q I i i I I AND LOCAL CODES & REGULATIONS. I, ,! SHEET TITL E DN6 12„ TRAP PRIMER . 1 2" CW 4 RL ORD- I I I 2W I _ I • I r- , i TW I I : Numbing12, , ! PROPOSED TANK & PIPING [AYOUT Rainwater Recovery PROPOSED NO SC ALE ME CH ROOM LAYOUT NO SCALE SHEET IPI w O 3 OF 00 .S ------------