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Home My WebLink About1070 IYANNOUGH ROAD/RTE132 - DSW �~ .�sc,J - - __ �� i �� 1 Town of Barnstable Regulatory Services BARNASS&LE Richard V.Scali,Interim Director '''fin�,�,�► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma,us Office: 508-862-4,03 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Ray Edwards for Festival of Hyannis, LLC , as Owner of the subject property hereby authorize Desco Professional Builders to act on my behalf, in all matters relative to work authorized by this building permit 1070 IIyan____nough Rd, S'IIte Sri, � �yRn _ Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signatme of Owner Signa.tute of Applicant Ray Edwards .C� Print Name Punt Name r TOWN OFEARNSTABLE BAR -w N2 3218 Ordinance or Regulation - f WARNING NOTICE Name of Offender/Manager Address of Offender MV/Mg Reg,# Village/State/Zip Business Name /pm, on 20 T� Business Address I��o ® , i ature .of orcing Officer Village/State/Zip �� oo-�4® Location of Offense � Enforcing pt/-Division O f f e ns V-- \,Aj FactslLf o 2z . (,• This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education` efforts and warning. notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by. the Town. WHITE-OFFENDER CANARY-ORD./REG.:PROG. PINK-ENFORCING OFFICER GOLD-ENFORCINGDEPT. ,.. ,,p ,� .w � �f y1 r *r �� `�, �� i ,7.1: l ,1 q^it � k V r�t�`�� ` ��-.,..,�_n' •��7 U"3 � .. '. 9'•iTOWN OF' BARNSTABLE BAR=W ', . 32 4 fl. Ordinance or. Regulation WARNING NOTICE Name of Offender/Manager dob of Offender .MV/MB Reg.# Village/State/Zip SS'# Name �1�.4r(�J ! .�am/pm, on �i 20 f� Business Address �!" t r �1 C( ',/'�t�;.+ F;i 1 k✓ �� ••,1. }. .f I . Sig;nature :of Enforcing Officer- Village/State/•Zip A�J it _". ! A A- C J .-�)A Location of Offense -{ t ,Vn �7f4rk„ !)( t1C", ,^t °, �tD j `r Enforcing Dept/Division J Offense ,, 'k r:J�,� .: i�:' L,: j e _�, .� i'�'a' I� ):� �P [.� ''� .s l • Facts t sF 1�) s� r. ..t' ,P Jfib UV This will serve only as . a warning. At this time -no legal action has been taken. It is the goal .of •Town agencie's to achieve voluntary � .compliance of 'Town Ordinances, Rules and Regulations. ' Education efforts ,aftd• warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. -PINK-ENFORCING OFFICER GOLD-'ENFORCING DEPT. - --- �� , Sin/ A sign attached parallel to and extending not more than 18 inches from the wall of a building, (, including painted signs, individual lettered signs, cabinet signs and signs on a mansard. WINDOW SIGN A sign installed inside a window and intended to be viewed from the outside. § 240-61. Prohibited signs. The following signs shall be expressly prohibited in all zoning districts, contrary provisions of this chapter notwithstanding: A. Any sign,all or any portion of which.is set in motion by movement, including pennants, banners or flags,with the exception of trade flags pursuant to §240-72 and at the entrance to subdivisions where developed and undeveloped lots are offered for initial.sale and official flags of nations or administrative or political subdivisions thereof. [Amended 6-17-2010 by Order No. 2010-123 5-5-2011 by Order No. 2011-046;5-5-2011 by Order No. 2011-047] B.Any sign which incorporni-c anv _ (light emitting diode) si ,Q b�/ 7T'°� 7 solely of a LED border t backlit signs using fluor display. [Amended 6Ir Al C.Any display lighting by st d — or which are affixed to zF decorations of strings o / � Vic . 0 the following year. Such - 6b ; D.Any sign which contains i requirement of stopping t sign customarily displayE E. Any sign.which infringes L. F.Any sign which obstructs any window, door,fire escape, stairway; ladder or other opening intended to provide light, air or egress from any building. . G.Any sign or lighting which casts direct light or glare upon any property in a residential or professional residential district. H.Any portable sign,with the exception of a.location hardship sign in the HVB, including any sign displayed on a stored vehicle, except for-temporary political signs. [Amended 6-17-2010 by Order No. 2010-123] I: Any sign which obstructs the reasonable visibility of or otherwise distracts attention from a sign maintained by a public authority. f J.Any sign or sign structure involving the use of motion pictures or projected photographic scenes or images. http:%/ecode360.com/printBA2043?guid=6558130&children—true 7/16/2013 .,TOWN OF BARNj �tHE `,. Buildinr 201400:30' 5 * SARNSTABLE, * .Issue Date: 02/03/14 Permit y MASS �A i639 Applicant: - ROBERT F.ANDERSON rF0 MA'1 a Permit Number: B 20140204 Proposed Use: SHOPPING CENTER-MALL Expiration Date: ` 08/03/14 Location .1070 IYANNOUGH ROAD/RTE1321oning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295019X01 Permit Fee$ 965.45 Contractor ROBERT F.ANDERSON Village BARNSTABLE App Fee$ 100.00 License Num .053922 Est Construction Cost$ .99,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILDING PERMIT REQUESTED TO PERFORM INTERIOR DEMO, . THIS CARD MUST BE KEPT POSTED UNTIL FINAL CLEAN OUT WORK INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF.OCCUPANCY IS REQUIRED,SUCH Owner on Record: FESTIVAL OF HYANNIS LLC. BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BILLBOX 01 8726 1053 INSPECTION HAS BEEN MADE. PO BOX 7522 HICKSVILLE,NY 11802-7522 Application Entered by: PF Building Permit Issued By: THIS PEAMTf.GONVEYS:NO RIGHT,TO OCCUPY, STREET ALLEY:OR SIDEWALK'OR ANY PART•THEREOF EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON PUBLIC,PROPERTY,,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST BE'APPROVED"BY THE JURISDICTION: STREET.OR ALLEY:GRADES AS:WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE: OBTAINED FROM THE DEPARTMENT OF PUBLIC WORk&: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.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). M BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2. 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140204 In accordance with the Engineer's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project based upon site observation and to the best of my knowledge, information, and belief, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. David F. Gonzalez, P.E. 40783 (614) 839-4639 (Architect/Engineer) (Registration Number) (Telephone) Westerville, OH 43081 (City, State, Zip Code) tj1 OF' dt� t` OAGON ALEZ ELE TE I �as�tONAI (Date) (Signature) (Seal) COMMENTS: Construction completion was verified by site visits on April 10th , 2014 May 7th 2014 State of Ohio County of Franklin Su crib e and Sworn to this day of before me. Signature*Net� 0191c Printed Name-Notary Public My Commission Expires �,A\ _\ GG i Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140204 In accordance with the Engineer's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project based upon site observation and to the best of my knowledge, information, and belief, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. Shigeyoshi A. Moroi, P.E. 40899 (614) 839-4639 (Architect/Engineer) (Registration Number) (Telephone) Westerville, OH 43081 (City, State, Zip Code) AN Y ° OE � �� Sh CEYO HI A. Gu' MOROI N MECHANICAL No.40899 -o o �e / �O�FGISTE�� MAY 0 8 2014 FSS/ONA1-�� (Date) (Signat e) V (Seal) COMMENTS: Construction completion was verified by site visits on April 10th , 2014 May 71h 2014 State of Ohio County of Franklin Subs rib e and Sworn to this day of �� before me. Signature-7 Public Printed Name-Notary Public My Commission Expires ��- Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140204 r In accordance with the Architect's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project, based upon site observation, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. j Robert S. Davis, AIA 30840 (614) 785-0505 (Architect) (Registration Number) (Telephone) Powell, OH 44065 (City, State, Zip Code) Construction was verified by site visits on April 8th 2014 and May 5th 2014. ®�AAAEDAilc�® T S.p,Q�ccc�� N0.3084D p gOSTON, J (Date) (Sig ature) S. (Date) S 5' Q `q<rH of itac�� COMMENTS: Construction was verified by final site visits on State of Ohio County of Franklin +M Subscribed and Sworn.to this f7 day of rno before me. ,• l . . . a � ipptgrq-Notary Public Printed Name-Notary Public O�NR IAt S4/!"/ \PA AAWPIPS, 0011TIA,RY PUBLI STATE OF OHIO Comm. Expires January 09 2019 ''.,�sr•. star"�: ''�� 6i i0F�Q ��``` Town of Barnstable Building Department - 200 Main Street ELARNST"LE. * - Hyannis, MA 02601 MAC. . i639� . (508) 862-4038, Certificate of Occupancy - Application Number: 201400639 CO Number: 20140035 Parcel ID: 295019XO1 CO Issue Date: 05113/14 Location: 1070 IYANNOUGH ROADIRTE132 Zoning Classification: SPLIT ZONING Proposed Use: SHOPPING CENTER - MALL Village: BARNSTABLE Gen Contractor: ROBERT F. ANDERSON Permit Type: CC00' . CERTIFICATE OF OCCUPANCY COMM Comments: OSW WAREHOUSE C.O. Building Department Signat Date Signed 1 '',TOWN OF BARNSTABLE ■ ■ �t �w Y� BuIIdi ti g 201400639 . • BARN LE, Issue Date: 02/28/14 s' Permit MASS i639• �� Applicant: ROBERT F.ANDERSON ArFI)��A pp _ Permit Number: B 20140413 Proposed Use, SHOPPING CENTER-MALL Expiration Date: 08/28/14 Location 1070 IYANNOUGH ROAD/RTEMning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295019XOI Permit Fee$ 2,730.00 Contractor ROBERT F.ANDERSON Village BARNSTABLE App Fee$ 100.00 License Num 053922 Est Construction Cost$ 300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND BUILDING PERMIT REQUESTED TO PERFORM THE INTERIODBUIL OU'TIIS CARD MUST BE KEPT POSTED UNTIL FINAL FOR DSW WAREHOUSE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FESTIVAL OF HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BILLBOX 01 8726 1053 PO BOX 7522 INSPECTION HAS BEEN MADE. HICKSVILLE,NY 118024522 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO.OCCUPY ANY STREET,ALLEY,OR SmEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON'P LIC PROPERTY,.NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF P IC SEWERS"MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION:: .RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. w 7.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). s ® o t ® ® e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ✓`�N1t� .��3 ( 1 �cIjZ �� t � .., 3 ^S /r L 1 dCl(r/f O/� LV/Poksk 'yl/f`'q' as 2 C/tL Ttv"lP C 0. PIC 2 l t11'Y.�C `l l[.' 2S For— COX). /C,76/4 3 �' 1 Heating Inspection Approvals Engineering Dept Fire Dept � w 6 f6k fA1JW 2 F-- Board of Health �J �n L Cc A s Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140413 In accordance with the Engineer's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project based upon site observation and to the best of my knowledge, information, and belief, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. David F. Gonzalez, P.E. 40783 (614) 839-4639 (Architect/Engineer) (Registration Number) (Telephone) Westerville, OH 43081 �OF UA&S� (City, State, Zip Code) 4� ' pAV10 F. GG3Pd E 63 aS/ONA4�� '571 t I (f (Date) (Signature) (Seal) COMMENTS: Construction completion was verified by site visits on April 10th , 2014 May 7th 2014 State of Ohio County of Franklin t� n{{ �� Sub crib and Sworn to this day ofYly OI� before me. Signatur - r Public Printed Name-Notary Public My Commission Expires 3` Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140413 In accordance with the Engineer's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project based upon site observation and to the best of my knowledge, information, and belief, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. Shigeyoshi A. Moroi, P.E. 40899 (614) 839-4639 (Architect/Engineer) (Registration Number) (Telephone) Westerville, OH 43081 -h OF Mgss (City, State, Zip Code) qcy SHIGEYOSHI A. G� MOROI ' MECHANICAL N No.40899 c/STE�� c�Q MAy 082014 Al. (Date) (S1gna re) (Seal) COMMENTS: Construction completion was verified by site visits on April 10th , 2014 May 71h 2014 State of Ohio County of Franklin Su cr d and Sworn to this day of M A aol� before me. 1��y� LY�5111�d Signatu - ry Public Printed Name-Notary Public My Commission Expires Certificate of Compliance Construction Control Project Completion Project Address: DSW Shoes, Store #29516 Festival at Hyannis 1070 Route 132, Hyannis, MA 02601 Permit# B20140413 In accordance with the Architect's responsibilities defined in Section 107.6.2 of the 8th Edition of the Massachusetts State Building Code, I hereby certify that this project, based upon site observation, was constructed consistent with the intent of the construction documents (plans and specifications) that were prepared for this project. See applicable comments below. Robert S. Davis, AIA 30840 (614) 785-0505 (Architect) (Registration Number) (Telephone) Powell. OH 44065 _ (City, State, Zip Code) AA RED ARC , 6, o N0.30840 w 1* ®� Bog N, � ®moo MASS. 5 2�FglTH 0 IAPS�P Date) (Sig a e COMMENTS: Construction was verified by site visits on April 8th 2014 and May 5th 2014. State of Ohio County of Franklin Subscribed and Sworn to this day of before me. PCIL M0 1A M ui 4-CJ Signature-Notary Public Printed Name-Notary Public NOTARY PUBLIC STATE OF O H I O Comm. Expires January 09, 2019 //''%rgrE �1HE Sign TOWN OF BARNSTABLE Permit EBLARMN MASS 9� 1639. �E Cl A Permit Number: Application Ref: 201401306 20070962 Issue Date: 03/05/14 Applicant: FESTIVAL OF HYANNIS LLC Proposed Use: SHOPPING CENTER-MALL Permit Type: SIGN PERMIT Permit Fee $ 200.00 Location 1070 IYANNOUGH ROAD/RTE132 Map Parcel 295019XOI Town BARNSTABLE Zoning District SPLT Contractor PROPERTY OWNER Remarks NEW 3 SQ FREESTND & 77 SQ WALL SIGN DSW Owner: FESTIVAL OF HYANNIS LLC Address: BILLBOX 01 8726 1053 PO BOX 7522 HICKSVILLE, NY 11802-7522 Issued By: PC /Lt POST` THIS CARD SO THAT IS VISTBLE FROM THE STREET mot , Town of Barnstable Regulatory Services 9 STABIZ eMAM � Richard V. Scali,Interim Director 39. � Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit App=it:_*y1-1R UQI�I��vish-w- ________Assessors No.o'1"I S-vI ! — 0 Doing Business As:AW--��S%( qPe NWhWrelepllone No._7Z�^ �q°I )c2o`P Sign Location p� p /� Street/Road:_ -1i�'�U61I _O�'_��(�hVQS 1 U��_�U�_�Z_��7�_�Y�� l j�� Zoning District• Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Name:--Owner Q, �_ ia -�� 1�1'Ti�I�Y P�YVOvI-Telephone: _kz Address:& kt W"_1( C A UC Ai h!4Jdt�''�kA Village:---------------------- Sign Contractor (� Name:------- Q-J1 - erv(e�e e P elephone:_ZZ `1�R�Z-- Mailing Address:--A -_A0I#---,P--iv dkt-4fY- AIAA # 7 7 --------- Description Please follow die cover directions.You must have an accurate rendition of sign with dimensions and location. Is die sigll to be electrified? Yes/c (Note:Elves,a w hingpelmitis iequirrd) Width of building face eft.x 10- 006 x.10- 8 U Check one Reface existing sign / or New Total Sq.Ft of proposed sign(s) 3 ctPu�av�t�o�i> If'yourarradditionafsignspleaseatG?ch sheetfisting each one nididiinensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am die owner or that I have die audiority of die owner to make this application, that die information is correct and that the use and construction shall conform to die provisions of §240-59 dhrough§240-89 of die Town of Barnstable Zoning Ordinance Signature of Owner/Authorized Agent: Date SIGNS/SIGNREQU revised 110413 oFt►�,o,�, Town of Barnstable Regulatory Services s" MASS. E. ' Richard V. Scali,Interim Director y� 11 ,fig' 1639. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving____—___---- Application for Sign Permit c � J/ 1 Applicant: Ji6q_' n�� l�=1L��5�_I,uCaS ------- sessors No.---------------- Doing---- �+ 11� Business Asl VV_P�S_i��r_,�1��_V OU�C_Telephone No.___7Z 7"Y�Z �� 2D� Sign Location A n Street/Road: -Fr6 V01-of_�\jQiv►lnj,---101_ -YOUtC J3 Z-----I' P-4t-Zgy_NV(d_k61q- XQ 1 Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owilg„rn r pp //� I^ //-- Name:-- t!'Ll _K�Q _[ y, ��t�f�1�0✓�-----Telephone:_1----9 3��2 -- Addless:_IJNA dvUt-W��Id_I��S 1A_V►1 ff__Village:---------------------- V71T(V2 Sign Contractor pro SiAVI_S e ry I Ce Jesse-PCA S� Felepllone:--------------- Mailing Address:__hb___F V__Qt_RM_v_PA v_kw6t'e_P Y11h _NJM_k__PZ_ZV-7_ Description Please follow die cover directions.You must have an accurate rendition of sign wide dimensions and location. Is die sign to be electrified?( 2 Y o (Note:Ifyes,a runngpermitis required)) Width of building face_kL—R x 10= 00 x.10 Check one Reface existing sign or New Total Sq.Ft of proposed sign(s) 7 7 Ifyou fiat-e additional sigl]s please attach a Sheet lisdligeach one with dilnensious If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am die owner or that I have die audholity of the owner to make this application, that the information is correct and that the use and construction shall co11f01 die provisions of §240-59 through§240-89 of die Town of Barnstable onilig rdinance. Signature of Owner/Authorized Agent: Date SIGNS/SIGNREQU revised 110413 OTE " Wjr o ptyM.q to Coe gulbwutH 5�� oFtME A Town of Barnstable °^ Regulatory Services vBA'uMAM' 'Eg` Richard V. Scali,Interim Director s6gq. ♦0 �F039 A Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 SIGN PERMIT REQUIREMENTS 1. A photograph showing the existing facade, on which has been indicated the proposed sign location. The photograph is to include a portion of adjoining stores or building. For a proposed building or new facade, an architect's elevation may be submitted in lieu of a photograph. 2. A scale drawing of the proposed sign. A scale drawing indicating: 1) The type of proposed sign(wall, hanging, free standing) '2) Dimensions of the proposed sign and any designs, logos, or lettering 3) A cross-section with dimensions showing edge detail. Minimum scale 1"= 1'. Minimum sheet size, 8.5 x I P. 3. A scale drawing of the bracket. A colored scale graphic indicating dimensions, showing colors, materials and method of affixing it to the sign and to the building. Minimum scale 1"= 1'. Minimum sheet size, 8.5 x I P. 4. A completed Town of Barnstable Sign Application, including scaled diagram showing location of sign on building or location of free-standing sign. Show dimensions. 5. The width of the building face or the leased area. NOTE: the map/parcel number is required on the application. SIGNS/SIGNREQU revised110413 SIGN INNOVATION/A DIVISION OF E.L.M.ENTERPRISES,INC. 11103. 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Festival At Hyannis 1070 Route 132 Hyannis,MD 02601 " y , Store#29516 r.Hx. • . . f +•, . m+ "Yi 9'�"I.X MfYy .1:�; 4i 'sy—7'r I B � +. P ++i .tom, L �ti' rrs� �64rawrg ;-- ' r '� � j°q +,•_r. r 'il Uzi+ �' `i3 Sd �.� t- ° 0i,"'i' fl.cT f +!' ,,°r�,,,.rr �'t•�:q►' •, c Yr . [f 3" px;',"ir J.',•i_ -°� 7- ,'j' "e. !� , r ,—.. €• 7j t• f v,w 3C vi,I �1f sX•+ut..!,^�' '` �. 1k _ �j. G�J i .,'I. '..� �i rb % t ♦aa .! A- '*71TF, � - f „fir 1.• � i� +++ffs'SF,.,... a' ,ieV SIGNININOWTION V 514 German Street • Ray Roccon,President `1 1 Cover Page Designer Shoe warehouse Harmony,PA 16037 ® Ray@Signlnnovation.com 2 Site Map 3 Elevation View-Storefront Festival At Hyannis Tel 724.452.8699 Krisli Lucas,Project Manager 4 Photo Render-Storefront 1070 Route 132 Fa.'724'452.8629 Kristi+D-Signinnovation.com 5 Pylon Details Hyannis,MA 02601 6 Sign Details wwwsigninnovation.com . John Koenig,Project Manager 7 LOI-Signage Section JohnK@Signlnnovaiion.corn Store#29516 Z� w a — Q _ z OZ O I ELEVATION VIEW-STOREFRONT F7TJ YY T AiC�FSIGNINMOMTION V 514 German Street Ray Roccon,President `) 1 Cover Page Designer Shoe Warehouse Harmony,PA 16037 ® Ray@SignInnovation.com 2 Site Map 3 Elevation View-Storefront Festival At Hyannis ( Tel 724.452.8699 Kristi Lucas,Project Manager 4 Photo Render-Storefront 1070 Route 132 Fax'724'452.8629 Kristi@Signinnovation.com 5 Pylon Details Hyannis,MA 02601 6 Sign Details www:signinnovation.com John Koenig,Project Manager 7 LOI-Signage Section f • John K@Signinnovation.corn , Store#29516 PHOTO DSW ` 000000 = - DESIGNER SHOE WAREHOUSE-REHO l u a - _ _ ....., .�.�.-_-ws.:;-„.i...- ---_,_.__.�,_--� r _. «-,i.. _ _,.. ..�_..T _ yt,-;�-.. ..i.--•-,--- � ;:...cam.:.-...:'..�� --.-.•"'-`-s^. s^Y•,.R } { T -�:. a :•, �.. syy 4 ,iaOSIGNIIWOWTION - V 514 German Street • Ray Roccon,President `1® 1 Cover Page Designer Shoe Warehouse Harmony,PA 16037 ® RayCSignlnnovation.com 2 Site Map 3 Elevation View-Storefront Festival At Hyannis [Tel 724.452.8699 Kristi Lucas,Project Manager 4 Photo Render-Storefront 1070 Route 132 1- •fax 724.452.8629 Kristi,aSignlnnovation.com 5 Pylon Details Hyannis,MA 02601 6 Sign Details www.signinnovation.com John Koenig,Project Manager 7 LOI-Signage Section JohnK@Signlnnovation.com Store#29516 x -- 2.95 Sq Ft STIV�I 35.5„ .S�Da?lQIlUaS' Yaysjw5 MEV SMART 2„ D o o 0 0 DESIGNER SHOE WAREHOUSE M��e$�� 'irzgpgarr# DSW 0%,TPACtt Black HP vinyl on lexan. 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T.+......,Me%=-•_ .,.:ems.. w�—._"____�.� ,ie19SIGN1M0i4T'10N u 514 German Street • Ray Roccon,President `1 1 Cover Page (_ Designer Shoe Warehouse Harmony,PA 16037 Ray@Signlnnovation.com 2 Site Map 3 Elevation View-Storefront Festival At Hyannis ITel 724.452.8699 Kristi Lucas,Project Manager 4 Photo Render-Storefront 1070 Route 132 }'Fax 724.452.8629 Kristi,D?Signlnnovation.com 5 Pylon Details Hyannis,MA 02601 6 Sign Details www.signinnovation.com _ Jolin Koenig,Project Manager, 7 LOI-Signage Section JohnK@? ignlnnovaiion.com Store#29516 SIGN DETAILS-STOREFRONT EM U� REMOTE MOUNTED:LED EXTERIOR 77 Sq Ft 9'-3" 5" I I ° ' o SDSW ° / M V ° 1 0 ° N __ DESIGNER SHOE -WAREHOUSE- 16'-8.5" e ------- —•---r `— Q Low volt LEDs Q 1/4"drain holes at lowest point of letters White Q Black trim cap Q Existing wall Q Aluminum letter backplate Q Dedicated 120v primary electric to be run by others ® Black Sign to be grounded and bonded in "Section view,through sign Q .040 Black aluminum returns Q Low volt LED transformer accordance with article 600 NEC NTS(not to scale) Q .187"white acrylic face with day/night vinyl m' Non-corrosive fasteners Perforated Vinyl AiC�FSIGNINMOWTION u 514 German Street r Roy Roccon,President 1 Cover Page Designer Shoe Warehouse Harmony,PA 16037 ® RoyCSignlnnovation.com 2 Site Map 3 Elevation View-Storefront Festival At Hyannis Tel 724.452.8699 Kristi Lucas,Project Manager 4 Photo Render-Storefront 1070 Route 132 4 Fax 724.4.52.8629 Kristi@Signlnnovation.com 5 Pylon Details Hyannis,MA 02601 6 Sign Details wwwsigninnovation.com John Koenig,Project Manager 7 LOI-Signage Section R - JohnK@Signlnnovaiion.corn r' Store#'29516 PR0JTC2- r , NAME: I-e li►a n� - — w 1 � \ ADDRESS: PERMIT# --20 19 G PERMIT DATE: !� 1 M/P: \,LCj � LARGE ROLLED PLANS E fir: B® $]LOT Data entered in MAPS program on: BY: 1gV1 , Commonwealth of Massachusett Sheet Metal~Permit �- I � Date: 9- 7)4 _ i'E 1�;� ` ermit^# GoEstimated Job Cost: $ Permit Fee: $_ 6 MAR 2014 g Plans Submitted: YES NO Plans Reviewed:'-YES NO e Business License# � TOWN ®F B � Krmse# Business Information: Property Owner/Job Location Information: ` Name: Y a Name: �� Street: �� Stre cc) IN City/Town: City/Town: Telephoner " �� q Telephone: � -10�V Photo I.D. required/Copy of Photo I.D.attached: YES y NO Staff Initial r.> J-1 /"M-1-unrestricted license ' J-2 -2-r stricted to dwellings 3-stories or less and commercial up to 10,000 sq ft:ry/2 tone orJess Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other ,. Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of;$t ries: ' = - Sheet metal work to be completed: New Work: Renovation HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air BalancingCro Provide detailed description of work to be done: w , INSURANCE COVERAGE: . 1 have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Ye o❑ If,you have checked Yes, indicate the type of coverage- by checking the appropriate box below: ' A liability,insurance policr: l Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIV aware.that the licensee does not have the insurance coverage required by Chapter 112,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 By checking this box[],I hereby certify that all of the details and information I have submitted(oi enteied)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments y Type of License: By Ma4ter_ , Title , ,,. - Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted ..y License-Number.: �— Fee$ FT Check at www.mass.novIdol Inspector Signature of Permit Approval ` , . ` a] Guidelines l Fife Safety ! Critical Systems Sheet llYletal Camrimerci Inspection Checklist , Yes Ufa N/A ,. Set of stamped engineering documents and detailed description of mechanical system to be installed has been provided All workers performing sheet metal work onsite has valid,,Massachusetts sheet metal ., license. All sheet metal work being performed with proper journeyperson-to-apprentice ratios Fire dampers with access door properly installed and checked for operation , V Sm-oke and combination fire I smoke dampers with access doors properly installed- actuator checked for proper operation (May also be verified by-fire department during fire alarm testing) Duct smoke detectors with access doers properly located ' (May also be verified by fire department during fire alarm testing) Smoke i atrium exhaust systems installed and operation verified (May also be verifiedby fire department during fire alarm testing) N/ Stair pressurization systems installed(where required) and operation verified(May also , be verifiedby fire department during fire alarm testing)`- JGrease/kitchen hood exhaust system installed with all seams and connections welded airtight with properly located cleanouts.Proper clearances, fire rated enclosures and pressure testing required. Seismic restraints installed where required on equipment and ductwork Duct penetrations in fire rated wails and floors sealed - Metal roofing systems installed watertight using proper matepals and fasteners _ - -- Flexible duct runs installed 6'-0"maximum length Ductwork,installed using proper hanger'spacing,hanger stock, threaded rod acid angle iron' Ductwork/plenum connections sealed substantially aiitight _ a Ductwork insulated by means of external covering or internal lining JVolume dampers installed for each supply'ail branch duct `New/clean -properly sized filters installed (final inspection) Testing and Balancing report'cornplete {final sign-off) ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI� 6/7/2013 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 en.dorsement(s). PRODUCER CONTACT Bol7nton Insurance NAME:Boynton Insurance Agency PHONE (781)449-6786 acNo:(�ai)aa9-az6s 72 River Park Street E-MAIL - y ADDRESS: - PRODUCER 00006701 CUSTOMr;R ID Needham MP.• 02494 INSURE S AFFORDING COVERAGE NAICt1 INSURED - INSURERA-Harle sville'Preferred Ins INSURER B:Travelers Property & Casualty 3- i c Air Inc INSURER C:Travelers Indemnit Ins. CO. D Commerce Way INSURER 0: . INSURER E Carver MA 02330 INSURERF: COVERAGES CERTIFICATE NUMBER CL1131101403 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. t'TRR TYPE OF INSURANCE IN I, POLICY NUMBER MPOWDOY EFF i MAM/DDY EXP LIMITS GENERAL LIABILITY X g I EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAETO ELATED - PREMISES Ea occurrence) $ 300,000 A CLAIMS MADE X OCCUR PP00000080362M /11/2913 /11/2014 pgEDEXP(Any ne person) $ 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE s 2,000,000 PGEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AG G s 2,000,000 POLICY X JEC PRO- L00 ! g, - C AUTOMOBILE LIABILITY t X X BA9A72682A IV1/2013 /1/2014 COMBINED SINGLE LIMB $ 1,000,000 ANY AUTO (Ea accident) 1 BODILY INJURY(Per person) $ _J ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Peraccident) $ X NON-OWNED AUTOS $ $: A I X V UMBRELLA LIAR IX1 OCCUR X X CM00000094257Q 5/16/2013 05/16/2014 EACH OCCURRENCE $ 5,000,000 17 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 HDEDUCTIBLE I $ IRETENTION. $ II $ B WORKERS COMPENSATION VYC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N X RY I tER ANY PROPRIETORIPARTNERIEXECU IVE OFFICE"EMSER EXCLUDED? N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) 7PJUB4576P85012 /21/2013 �3/21/2014 iE.LDISEASE-EA EMPLOYE $ 500,000 If yyes,describe under DESCRIPTION'OF OPERATIONS below { E.L.OISEASE-POLICYLIMITJS 500 OLIO DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Joseph Papasodero is covered by workers compensation policy: THIS CERTIFICATE OF INSURANCE IS FOR INFORMATIONAL PURPOSES ONLY. IF ADDITIONAL INFORMATION IS NEEDED, PLEASE CONTACT THE AGENT AT (781)4494786. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN To Whom It May Concern ACCORDANCE WITH THE POLICY PROVISIONS. Informational Purposes Only For Name on Certificate, Call: AUTHORIZED REPRESENTATIVE (781)449-6786 William Rohr/INTERN. ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025t2oosaJ) The ACORD nasme-and logo•.arae registered marks of ACORD ..-........... w..... ---r-.._...+..s—n-...�..-.:s..-�.....�r—+--+—r-...--ter. ... ..-...•.. xv'+..v.r --.v .. r .._.+.• ...- .. .._. .-.... :....... .: ...:. . ...._•....,..... .....,. ,v,-• r...a./i°.. ...r. ..•. u.•...... .-.0 w..r..nw+.�r.rn.r.....+n..w—� a.w....+_. .-..... ... .,r... . ..._ ..... .. .,. .. ........ .. .. ., i.. _ r I; COMMONWEALTH OF MASSACHUSETTS ; COMMONWEALTH OF MASSACHUSE'TT a ^I( _ COMMONWEALTH OF MASSACHUSETTS a o g R a a D SHEC Y METAL WORKERS } AS.a`� MAsnll-UNRESTRICTED LICENSED AS A MASTER GASFITTER , � LICENSED APPRENTICE PLUMBER � c SW: TH ABOVE t.ICrrasti ISSU1=8 THE ABOVE LIGCNSE'r0: (. y ISSUES THI-ABOVE LICENSE TO: i } t JOSEPH A - PAPASODERO f JOSEPH -A PAPASODERO i JOSEPH A PAPASODERO 1 .77 iSPAL. ANE. < : i 77 OPAL AVE 77 .OPAL AVE MIDDLEBO.RO MA 02346-0000 ' MIDDLEBORO, MA 02346-3057 MIDDLE:BOROUGH MA 02346-3057- 3 6236 05/01/1k 140950 3y5 10/28/13 71115 864 0y/01/14 145800 4 '11,111n• f e n, m - - - Fold,7tx,. Allq:,crltx.11iatih COMMONWEALTH OF MASSACHUSETTS -fS ¢ C�99'�MONWFA@.:°6H 61" MA ��8�4IS�°�S Commonwealth of Massachusetts " Bl tg RVIRIPM Department of Public Safety LICENSED JOURNEYMAN GASFITTER: SHEET t�L L ORKERS 12ci1•f�,ct:ftiun ic�rhnif�ian s I ' f I SSUE5 THE FOL.L0 1. L I.CENSE ISSOESTHE ABOVE LICENSE_1'0 i License:-RT-013094 AS p BUS I N SS > JOSEPH A PAPASODERO JOSEPH PAPASODERO r 77 OPAL AVE U °' JQS PH'A PAPASUO00 77 OPAL AVE MIDDLEBORO;MA 0��6� ` ' � . �� .: MAJIC AIR ING 77 OPAL AUE `MIDDLEBORO a MA 02346-3057 �/..(�•M --t1J/ f I `' Expiration: ° M.1 C�612' R0 MA 02346 ; 4046 05/01/14 1.45709 ( colrtr ll loner I 10/07/2014 .. 7$ O /12/15 6752 1 COMMONWEALTH OF MASSACHUSETTS COMMONWEALTH OF MASSACHUSETTS _I} ;;��r �rJrr-rn:rnn•�ieocir�/� r�f F2rul:JYic�uJul/.1 1 U�_ DEPAFtTME1VT OF ISUBUC SAFETY - u Oil Burner Technician CertificateSHEET METAL WORKERSREGISTERED AS A GAS CORPORATION AS ASV INSTRUCTORNumber: 13U 031979Issul-sTi =.At3ovr t_ICENSr.'roISSUES THE ABOVE 1_ICENSETO' t ' _=_» Expires: 10/07/20'13 Tr.no: 828.0 i JOSEPH A PAOASODERO n JOSEPH A PAPASODERO M A J I C AIR I N C 1 Restricted: 15,17 f 77 OPAL AVE Ivs { 77 OPAL AVE j I JOSEPH A PAPASODERO ` MI.UDLEB0R0 MA 02346-3057 77 OPAL AVE �j`-/ MIDDLEBORO MA 02346-3057 '- MIDDLEBORO, MA 02348 J �_ I" 168 05/01/14 140949 ; Comrnlsslonar / 13617 10/2B/14 256353 z Agreement between contractor and Subcontractor THIS AGREEMENT made the Mh day of Writs 2014 by and between Desco Professional Builders Inc hereinafter called the Contractor,and Majic Air,Inc. hereinafter called the Subcontractor,to perform part of the work on the following Project: PROJECT: DSW Hyannis 29516 Festival at Hyannis 1070 Route 132 Hyannis,MA 02601 OWNER/OWNER REP; Fw�, - ARCHITECT: [ DaEsWince Architecture CONTRACTOR; Desco Professional Builders Inc 290 Somers Road EMng on C1706029 Y'860.870-7070 F 860-870-1074' ` SUBCONTRACTOR: IdaAC Air,Inc. 36 North]Main Street Carver,MA, 02330 Pc 508 465-0739 R. 508 465-0738 i i CONTRACT PRICE; THIRTY-ONE THOUSAND AND xX/100' (IM00.001 DOLLARS > Any applicable tares-Including Sttztss Tax-are Included In this COntrACt D Subconmactorinvolosa must say"Includes ApeliosWe Sales Tax , > Standing Invoices via email Is the pmferred method. WORK SCOPE, Per Plans&Spew-rumish all labor,material,Insurances,notifications, permits,supervision,tmnspoat ilon&equipment neoeasary to complete: DIVISION 15500 HVAC Including control and low voltage wiring Changing of unit filters Is required at completion of Job. DATES; start- Jos ON: 2I26A4 Complete- ROUGH: 3/5/14 . Complete JOB BY: 4/7/14 i Page t of DSW Hyannis 206is Fbtival al Nyann!a,1010 Route 02;►tyannis,lAq 02601 . " r CONTRACT DRAWINGS; AWWORK OR MATERIAL ON DRAWINGS OR SPECIFICATIONS,PERTAINING 70YOUR TRADE,,THAT SAYS"BY QC°IS PARTOFYOUR WORK SCOPE. TTL(1121/2014),AOA(1/21/2014),AO.3(1/2112014),VA(1/21/2014),A2,2(1/21/2014),A2.3(112112014),A3.1 (1/2112014),A4,1 (1/21/2014),A4.2(1/21/2014),A5.1(1/2l/2014),AM(1/21/2014),A7.1 (1/21/2014),ASA(1/21/2014),A8.2(112112014),A&. (1121/2014), A10.1(1121/2014).A10.2(1/21J2014),A10.3(112112014).A10.4(1/21/2014),A10.5(1121/2014),Al 1.1 (1/21/2014),A11.2(1/21/2014), A11.3(1121/2014),Al1.4(1121/2014).Al1.5(1/21/2014),Al2.1 (112112014),ASA (1/21/2014).AS.2(1/21/2014),AS,3(1121/2000),AS.4 (1121/2014),A8.5(10/2014),P1.1(1/21/2014),P4.1(1/21/2014),P5.1 (1/21/2014),P6.1 (1/21/2014),H1.1(1/2142014),H4.1(1/21/2014), H4.2(112112014),H4.3(1/21/2014),H5.1 (112112014),1-18.1 (1/21/2014),E1.1 (1121/2014),E2,1 (1/21/2014),E2.2(1121/2014),E3.1 (1/2112014),ESA(1/21/2014),E5.2(1/2112014),E6.1 (1/21/2014),E6.2(1I2112014) Witnesseth: That the Subcontractor and Contractor for the mutual covenants and considerations hereinafter named, agree as follows: SECnON 1. The Subcontractor and Contractor shall be mutually bound by the Contract Documents, The Contract Documents i shall consist of.this Subcontract Agreement;the Prime Contract between the owner or owners representative and the Contractor, Including all contract documents enumerated therein;the plans and specifications,and any modifications of the foregoing.. The Contract and Subcontractor shall be mutually bound by the terms of this Agreementand provisions of the Prime Contract applying to the work of the Subcontractor,the Contractor shall assume toward the Subcontractor all obligations and responsibilities of the owner, under such documents, assumes toward the Contractor, and the Subcontractor shall assume toward the Contractor all obligations and responsibilities which the Contractor, under such documents, assumes toward the Owner and the Architect.The Contractor shall have the benefit of all rights, remedies and redress against the Subcontractor.that the Owner, under such documents,has against the Contractor. SEC11ON 2, The Subcontractor agrees to fumish all'materlal and perform all work as described all in accordance with the plans, specifications,general and special conditions and other Contract Documents prepared by Architect and subject In every detail to the supervision and satisfaction of the Contractor and of the Owner,or his duly authorized representatives. The decision of the. owner or Its representatives as to matters of aesthetic effect, If agreed to by the Contractor,shall be final and binding upon the Subcontractor, SECT10N 3. The Subcontractor and the Contractor agree that the materials to be furnished and workto be done by the Subcontractor is In strict accordance with the plans and specifications and further subject to the contraot documents: Shop D and JMkMM&Mst be subMHJktq DESCO a§Q&djrl spec hoWiLAS-bulits ere Mqulmd from H A R111111wag.Sprinkl@rapajectrtcal contractors Submittal shall be in such form as to complywitb the project specifications and shall be submitted to Contractorat least 10 days Odor to the date'when Contractor is required to submit them to the Owner or his authorised representatives as provided:in the Contract Documents. . l -SECT ION I The Subcontractor warrants that it Is expert and experienced In the work to be performed,that It Is thoroughly familiar, With all job site conditions that could have reasonably been ascertained from an inspection of the project site and/or the Contract Documents,and that it Is familiar and will comply with all requirements of the landlord,tenant,owner and of all federal,state and kcal governing authorities,including obtaining M necessary pumNA,licenses or Inspections necessary for the proper execution of Its work hereunder. The Subcontractor further warrants and acknowledges that It will comply with all federal,state and local laws governing employment practices,including social security acts, unemployment compensation acts,worker's compensation acts,prevailing wage acts and wage and hour acts to the extent applicablato the performance of this Subcontract Agreement. f -The.Subcontractor agrees to supervise and direct Its work hereunder and to cooperate with the Contractor In scheduling and coordinating Its work so as to.avoid Conflict, delay or interference with the work of the Contractor, other subcontractors or the Owner's own forces. Page Z Of 7 DSW Hyannis 295161 F866v81 at NyaenIS 1070 Roofe 122,Hyannis,MA ag8p1 , -The Subcontractor shall be responsible forclean-up and removal of all his construction debris on a dally basis. The Subcontractor may be charged, without prior notice, for the Contractor's cost to remove debris, and it is understood that said cost shall be deducted from the amount otherwise due to Subcontractor hereunder. -The Subcontractor agrees to assume toward the Contractor all obligations and responsibilities which the Contractor has to the Owner/Owner Rep,under the Contract Documents, in addition to the rights and remedies of the Contractor set forth herein,the Contractor shall have all rights and remedies against the Subcontractorwhich the Owner/Owner Rep,has against the Contractor underthe Contract Documents. EC 4 SAFETY, The Subcontractor agrees to take reasonable safety precautions with respect to the performance of the work hereunder and that it shall comply with any safety measures Initiated by the Contractor, the Owner or required by federal (OSHA),state or local laws. If hazardous substances are to be used by the Subcontractor in performing Its work hereunder,or are exposed or disturbed by the Subcontractor or Its employees In the course of performing the work, the Subcontractor shall immediately notify the Contractor of such hazardous materials and,If applicable,stop the work In the affected area until it receives further direction from the Contractor. Section 9 of this Subcontract,shall apply to any claims,demands,sults or liabilities arising from the use, disturbance or release of hazardous materials In connection with the Subcontractor's work In addition; the Subcontractor agrees to abide by safety requirements Of hment"A", E N S No claims for extra work shall be considered If the work Is necessary to meet the requirements of sections 2,3 or 4 of this Subcontract that could be ascertained prior to the execution of this Subcontract. Any changes to the pians.and specification that the Subcontractor believes necessary to accomplish its work under the plans, specifications and Contract Documents, Including additions, deletions and modifications, must be submitted to the Contractor prior to the commencement of Subcontractors work on the project, Such proposed changes shall be submitted to the Contractor together with the Subcontractor's proposed cost adjustment. Such adjustment shall include material&Ip or bu and shall be limited to cost plus a markup totaling Mto account for sub's overhead/proflt markup unless otherwise agreed In writing by Subcontractor and Contractor. UB CT S NQT BE NTI kgk_j0__ffiff AiTI LQ P TI FOR RA RK NLE B TR PTO SETS FORTtI�g C(AIM IN WkITING. Subcontractor shall not be entltled to additional compensation unless Contractor's project manager or an officer of the Contractor gives the Subcontractor prior written approval. The Subcontractor's reimbursement for extra or additional work authorized hereundarshall be limited to cost plus a markup totalingM to account for sub's overhead/profit markup,unless Contractor and Subcontractor agree ta.an altemathre price In writing. If the Subcontractor performs additional work without poor written approval Of the Contractor,it does so at Its own coat and expense. AC� Guarantee, The Subcontractor warrants and guarantees that Subcontractor will repair and make good,at his own expense,any defects!n workmanship occurring in his work within the period Of one year after the date of final acceptance of same by the Owner. Subcontractor guarantees that all materials used in construction will be free of asbestos or hazardous materials. This guarantee shall be in addition to and not In 111Motion of any other warranty or remedy provided under applicable law or the Contract Documents. i 39CILQILL The Subcontractor agrees to complete the several portions and the whole of the work herein by the time or times as noted above. The Subcontractor shall at all times meet the construction schedules established by the Contractor and, In addition, shall carefulry schedulo Its work to coordinate with all othertrades an the Project. c F i Page 3 of 7 pew HyerWs M 16,f#f11va1 at Hystwa.1070 Rar16 192,Hyarnie,7.v�0zsol. The Subcohtractor hereby agrees that the Subcontractor shall have no claim for damages of any kind against the Contractor on aomunt of any delay In the commencement of the worts and/or any'hindrance, delay or suspension of any portion of the.work, whether the delay Is caused or directed In whole or in part by the Contractor,the Owner or Its representatives,or otherwise. The Subcontractor acknowledges thatthe Subcontractor's sole remedy for any such delay or suspension will be an extension of time to perform Its obligations under the Contract Documents. Such extension shall be determined In accordance with the provisions of the Contract Documents,If applicable,orotherwise bythe Contractor. SQN S, The Contractor agrees to pay the Subcontraotor for the performance of his work.The parties hereby agree that any terms of Subcontractors Invoice that add to,or in anyway after this Subcontractor agreement are not binding upon the Contractor. All modifications of this agreement must be in writing and executed by both parties hereto, . Progress Payments: On the 29h of each month Subcontractor shall deliver to the Contractor a detailed application for payment showing th'e value of work completed through the end of that month. The payment application shall be an AIA FORM G702 & 0703 unless noted otherwise. (c k_AIA Form Is not necessary,) THE FIRST PAYMENT APPLICATION WILL NOT BE PROCESSED UNTIL AN ORIGINAL SIGNED CONTRACT, CERTIFICATE OF INSURANCEAND A COPY OF ANY NECESSARY PERMITS IS RECEIVEI), Based upon Subcontractor's application for payment to Contractor, and Contractor's corresponding application for payment submitted to the Owner,the Contractor shall make progress payments to the Subcontractor,less any retainage applicable per the Contract Documents,within 15 days of Contractor's roecelpt of payment from Owner for Subcontractor's work and acceptance of worts by Owner. rtfal Walvers may he mquiredforthis prof o Final Waivers will be required for this arojeot 40 will be renulred upon payment of 90%of a at a ount, Final Payment: Suboontractor's final payment application,including all approved change orders,shall be submitted WIMIN ON ,�EK after all of Subcontractor's work has been completed to the satisfaction of the Contractor,the Owner end/or the Owner's .authorized representatives, Final payment, Including retainage,shall be released to the Subcontractor thldy days after all of the following conditions are met:(a) Subcontractor has returned an executed Copy of this agreement;(b)Subcontractor has provided appropriate insurance certificates as required under the Contract Documents;(c)Subcontractor has furnished partial and final Ilen waivers for the project;(d)Subcontractor has furnlshed warranties,operation manuals,as-built drawings,payroll reports and any other documentation required by the Contract Documents; (0) Contractor has received payment from the Owner for Subcontractor's work Acceptance of final payment by Subcontractor shall constitute a waiver of all claims except those previously made In writing and expressly Identified by the Subcontractor as unresolved at the time the Subcontractor's final payment application Is submitted to the Contractor. e cono SECTION 8.1, Payment to Subcontractor Conditioned on. Payment by Owner. Receipt of payment from Owner for the Subcontractor's work.Is a condition precedent to Contractor's obligation to make Payment to the Subcontractor,regardless of the reason for Owner's nonpayment;whether attributable to the fault of the Owner,the Contractor,the Subcontractor,or to any other cause, Payment,as used In this clause shall Include retalnage,progress payments,payment for change orders and extra work,and final payment. The Subcontractor hereby acknowledges that it relies solely and exclusively on the credit of the Owner,not the IContractor,for.payment for Its work, Payment tem>e,Indicated In this.Section 8.1,supersede any conflletf ng payment clauses In the Contract Documents. SECTION 9. Indemniflcatlon,a)10 the fullest extent permitted by law,Subcontractor agrees to defend, Indemnify and hold the Owner,Contractor,Architect,Archlteot's consultants,and the agents and employees of anyofthem,from and against all ' Pape 4 of 7 DSW Hyennla 2016,FenGval 2t Hyemle,1070 R*Uls 19?.Hyarnle,W om11 10)udes,claims,damages,losses and expenses,Including but not limited to attorney's fees,directly or indirectly arising out of or resultingfrom performance of the Subcontactor's Work under this Subcontract,provided that such claim,damage,Ions or expense is attributable to bodily injury,sickness,disease ordeath,or to InJury or destruction of tangible properly(other than the work Itself, but only If the claim,damage,loss or expense Is caused by,connected with,arising out of or resulting from an act or omission of the Subcontractor,the Subcontractor's sub-contractors,anyone directly or Indirectly employed by any of them or anyone forwhose acts they may be liable.The Subcontractor shal not be required by this agreement to Indemnify a party for that portion of any loss that is directly attributable to the negligence of the party to whom Indemnification is' owned, except to the extent such Indemnification Is permitted bylaw. Such obligations shall not be construed to negate,abridge, or otherwise reduce other rights or obligations of InIdemnitay which would otherwise exist as to a party or person described in this section. To the fullest extent permitted by law, the Subcontractor agrees to assume the defense of the Owner,the Contractor,Architect, Architect's consultants,and the agents and employees of any of them, is any claim,proceeding,lawsuit,and/or 1ltlgatlon arising out of any accident,Incident,or occurence that is caused by,connected with,arising out of,or resulting from the performance of the Subcontractor's work under this contract The Subcontractor agrees that the obligatlori to defend commences when a claim is made against the Owner, Contractor, Architect,Architect's consultants,and th agents and employees of any of them,even If the Subcontractor disputes Its obligation to Indemnify and hold harmless.The party being defended shall have the right to choose its own counsel.The subcontractor agrees to pay for defense of the Owner,Contractor,Architect,Architect's consulatan%and the agents and employees of any of them,with counsel chosen by the party to be defended,upon demand. The Subcontractor agrees to be bound to the Contractor by the terms and conditions of the contractor's agreement with the owner, a copy of said agreement being available for inspection at the office of the Contractor.T110 Subcontractor further agrees that all conditions and requirements Imposed,orto be imposed,upon the Contractor by its contract with the owner shall be performed by the subcontractor Insofar as applicable to the work under the subcontract,and the Subcontractor hereby assumes toward the Contractor all obligaatlons and responsibilities that the Contractor,by contract,has assumed orwill assume toward the ownerwith respect to said work. SECTION 9.1 insurance. Marto starting the work,the Subcontractors shall obtain and maintain at Its own expense during the term of this agreement or so long as a Project is ongoing the greater and more extensive Insurance coverage's set forth on Attachment B or as specified In the Prime Contract, from a responsible Insurer, and shall furnish satisfactory evidence of such coverage to the Contractor In the form of certificates. The subcontractor shall maintain In force Worker's Compensation Insurance, Employer's lablllty Insurance, Comprehensive or Commercial General Liability Insurance on an occurance basis,and all Insurance required of the Contractor udder the Contract Documents,for the period the work Is performed and any warranty period. The contractor,Owner and other parties as designated In the Contract Documents shall be named as additional Insured's on each of these pollcles except for Worker's Compensation as listed below, rr rin/B�affderg % Nis Owner or OWN Ma (r� t/t+B, ►i Act.®ndNre�Penls end amp�AiLdll!' .Cll � AAsnhu»nmod / oE►the Qeea�,. b//1fy, vanONraLb�anneri!®/AutamebllaLligpl�l �„ / e� B aQnda ,�t/cQcb� r4a. The above Insurance coverage shall be furnished to Contractor before Subcontractor starts any work, in addition,Subcontractor shalt provide certificates of renewal not less than thirty(30)days In advance of policy explration dates, Upon Desco Professional Builders Inc request,Subcontractor shall furnish copies of Subcontractor's Insurance policies, i Page 5.of 7 DSWINYOW4 29518.Fabuve,at Hyannsv.too Roue@ 132,Hrannte.Nu cmi ` - sE oN.IQ6 uld the Subcontractor at any time refuse MON or neglect to supply a sufficiency of properly skilled workmen,, or of materials of the e proper quelily,orfatl in any respect to prosecute the work with promptness and diligence,orfall In the performance Of any of the agreements hareln contained,after one days'notice written notice-acceptable by mall,email or facsimile-to the Subcontractor the Contractor may,without prejudice to any other remedythe Contractor may have,provide any labor or materials or take any other action necessary to continue and complete the Subcontractor's work as required to meet the project specifications end schedule, and Contractor shall deduct the cost thereof from any money then due or thereafter to become due to the Subcontreotor under this Subcontract Agreement.Should the Subcontractor fall to correct any such default or neglect within three days of receipt of written notice-acceptable by mail,email orfacalmlle-from the Contractor,the Contractor shall also be at liberty to terminate this Subcontract,to enter upon the premises and take possession,for the purpose of completing the work Included under this Contract,of all materials,tools and appllances of Subcontractorthereon,and shall be free to employ any other person or Persons to finish the work by whatever method the Contractor shall deem expedient In the case of termination of this agreement by the Contractoras aforesaid,the Subcontraetorshall not be entitled to receive any further payment under this Contract until the work. Is whollyflnished,at which time if the unpaid balance of the amount paid under this Contract shall exceed the expense incurred by the Contractor In finishing the work,Including any consequential or In bases,such excess shall be paid by the Contractor to ' must be listed as the certificate holder,and evidence(in the form of Endorsement)that Desco Professional Builders Inc has been included as an additional insured under Subcontractor's commercial auto and commercial general liability Insurance policies, must be Included in the certificate-the Subcontractor. If the Contractor's cost to complete the work,Including any consequential or incidental losses,exceeds such unpaid balance,then the Subcontractor shall be liable to the Contractor therefor e,plus any costs Of collection Including reasonable attomey's fees. In the event that the Owner terminates the prime contract,whether for convenience or'for cause,upon written notice acceptable by mall,email or facsimile-from the Contractor the Subcontractor shall cease all operations hereunder except as are necessary for the protection and preservation of the work and of persons and property.-In the event of termination by the Owner, the Subcontractor shall be entitled to receive payment for work performed to the date of termination subject to the provisions of , section Sand 8.1 of thla Subcontract. The Subcontractor shall not be entitled to lost profits or overhead for uncompleted work as of the date of termination,or for any consequential damages or Incidental losses resulting from the termination. The parties hereby agree that the laws of the State of Connecticut shall govern this subcontract and Subcontractor hereby waives the applicability of contrary conflict of laws principles, The parties agree that this contract shall be deemed to have been entered Into In the State of Connecticut and that all actions arising under the contract,or relating to the work performed hereunder,shall exclusively be brought in the State or Federal courts In the State of Connecticut. In the event of(Iltigatlon/arbttration)under this Subcontract,or arising from the work hereunder,Subcontractor agrees that Contractor shall be entitled to recover its costs and expenses,including reasonable attorney's fees.Neither party to this Contract shall assign the Contract without written consent of. the other nor shall the Subcontractor assign any moneys due or to become due to him hereunder without the previous written consent of the Contractor. ,r a The said parties for themselves, tfreir heirs, successors, executors, administrators and assigns, do hereby agree to the full performance of the covenants herein contained. UCTIQ 10a. DAroage to Desco or Owner Property Any damage caused by your company to DeSCO'S property, the owner's Property or to the building under construction, Deseo may proceed to make repairs and backcharge your contract amount accordingly Without written notice. M&DOWU Rules Of Conduct An outline of our expectations for a construction subcontractor while at a job site. If the store will be conducting their buslness as the construction Is being done,the conduct of th®crew will be even more Important for the comfort of the customer as well as for the staff.'No exceptions to these rules should be allowed. Pane 6.of 7 oswMyamis sssi6.�esuv�mt kyanme,+ova a�a2,MV-48.MA 02e01 i a) Subcontractors are expected to be professional and courteous at all times, b) Incompliance with our Harassment Policy,harassment,sexual or otherwise will not be tolerated.Desoo prohibits the.following behaviors; conduct that has the purpose or effect or unreasonably %vesting an Intimidating, hostile or offensive working environment;unwelcome sexual advances; request for sexual favors;all verbal or physical conduct of a sexual or otherwise ' offensive nature. c) Crude language and profanity is not allowed In the stone or In the vicinity of the store. d) FIghting or other verbal disputes between Contractors and other parties are not allowed within the premises, e) (Open Remodep Store bag or toolbox check may be enforced.• A member of management, upon request, may check all materials removed from the store. t) No alcoholic beverages are allowed on store premises atanytime. gy Absolutely no smoking is permitted In any area. h) (Open remodel) All construction personnel should be In proper dress for the job they are doing especially when work is being done with customers In the store(i.e.no tank tops,ripped pants and cuteffs,inappropriate messages on7 shirts,etc.. I) Subcontractors are not permitted to use Desco's phone orstore phones for personal use or other business use. Parking Is restricted to areas that do not interfere with customer parking. k) (Open Remodel)Construction workers should not use restrooms as their workstation.If It Is absolutely necessary,they should keep the area clean and sanitary. Mixing of materials,which require water, Is prohibited in the restnooms. This Includes paintbrush clean up,etc. IMP gj - (Open Remodel) In areas that work Is being done, the construction crew should protect any clothing with barricades or drop cloths. Any dirt or mess made from construction should be cleaned by the crew before leaving the site. Any dirt or mess made from construction should be cleaned by the crew before leaving the site. Contractors should provide their own cleaning materials(Le.,vacuum,cleaning fluids,etc.) m) Subcontractor,their employees,agents and vendors shall work In harmony with the Contractor, Landlord,Tenant,and their contractors and vendors without any consequence such as strike,erection of or refusal to cross any picket line by any laborer or any other person within the employ of orcontrol of Subcontractor applying or representingwork on this pmjsct In presence of: joli�t ldcrs.inc. X anager Maji.c Air,Inc Additional D e e Contractor oo t. Attachment W-Safety , 1 2. Attach 11811_ X mentInsurance , 3. Harmony Clause Exhibit F i f (Print N me and tie) . (Date) I i r , Page 7 of 7 oswHye�„t9 ass�a,Feauvd 61 Hyenele.10V Route 13Z Hyemle,mA.oaeo� �I"Eti Town of Barnstable Building Department - 200 Main Street _ t RUMSZABIZ. * Hyannis, MA 02601 MASS. 9�A 16.19. (508) 862-4038 Certificate of Occupancy Temporary Application 201400639 CO Number: 20140030 Parcel ID: 295019XOI CO Issue Date: 05106114 Location: 1070 IYANNOUGH ROADIRTE132' Zoning Classification: SPLIT ZONING Owner: FESTIVAL OF HYANNIS LLC Proposed Use: SHOPPING CENTER - MALL BILLBOX 01 8726 1053 ` PO BOX 7522 Village: BARNSTABLE HICKSVILLE, NY 11802-7522 . Gen Contractor: ROBERT F. ANDERSON Permit Type: CTCO COMM TEMPORARY CO Comments: TEMP C.O. EXPIRES 5115/2015 05/15/15 Building Department Signature Date Signed Expiration Date TOWN OF BARPv�h S - , �Z �.. - ■ Buildin * 2014003b 5 * BAMSTMLE, * Issue Date:A 02/03/14 Permit y MSS. .... �prFD p� Applicant: . ROBERT F.ANDERSON ' Proposed Use: ' SHOPPING CENTER-MALL Permit Number: B 20140204 Expiration Date: 08/03/14 [Location .1070 IYANNOUGH ROAD/RTE1Voning District SPLTPermit Type: COMMERCIAL ADDITION ALTERATION Map Parcel 295019XO1 Permit Fee$ 905.45 Contractor ROBERT F.ANDERSON Village BARNSTABLE App Fee$ 100.00 License Num 053922 Est Construction Cost$ 99,500 Remarks r BUILDING PERMIT REQUESTED TO PERFORM INTERIOR DEMO, . APPROVED PLANS MUST BE RETAINED ON JOB AND CLEAN OUT WORK THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION.HAS BEEN MADE. WHERE A Owner on Record: FESTIVAL OF HYANNIS LLC CERTIFICATE OF.OCCUPANCY IS REQUIRED,SUCH Address: BILLBOX 018726 1053 BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL PO BOX 7522 INSPECTION HAS BEEN MADE. HICKSVILLE,NY 11802-7522 Application Entered by: PF Building Permit Issued By: THISPERMIT CONVEYS NO..RIGHT TO.000UPY ANY STREET;ALLEY OR;SIDEWALK OR ANY PART THEREOF EITHER TEMPORARII,Y OR,PERMANENTLY ENCROACHMENTS ON PUBLIC PROPERTY;;NO z SPECIFICALLY PERMrITED:UNDER THE BUILDING CODE,MUST BE APPROVED BY,TFIE JURISDICTTON STREET OR�ALLEY GRADES AS WELL AS DEPTT-I AND LOCATION OF•PUBLIC SEWERSSMAy B?. " OBTAAIED FROM'THE DEPARTMENTOF PUBLIC WORKS THE ISSUANCB OF THIS PERMIT DOES NOT RELEASE TFID,AppLICANT FROM THI;CONDITIONS OF ANY APPLICABLE SUBDIVISION ° s RESTRICTTONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL-BEFORE FIRST FLUE LINING IS INSTALLED. I.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. i.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). . i.INSULATION. �.FINAL INSPECTION BEFORE OCCUPANCY. VHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. VORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. 3ERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN.SIX MONTHS OF )ATE THE PERMIT IS ISSUED AS NOTEDABOVE. ERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 1 Heating Inspection Approvals Engineering Dept 'Ire Dept 2 Board of Health Ego �SNE TOWN OF BARNSTABLE ou ing ild ® o * AB 2014,00639 MASS Issue Date. .02/28/14 163q. �� Applicant: Argo MAC a Permit ROBERT F.ANDERSON Proposed Use: Permit Number:yB 20140413 SHOPPING CENTER-MALL Location- 1070 IYANNOUGH ROAD/RTE132oning District. SPLTPermit Type: Expiration Date: 08/28/14 Yh COMMERCIAL ADDITION ALTERATION Map Parcel 295019X01 Permit Fee$ 2,730.00 Contractor ROBERT P-ANDERSON Village BARNSTABLE App Fee$ 100:00 .License Num 053922 . Est Construction Cost$ 300,000 Remarks. - APPROVED BUILDING PERMIT REQUESTED TO PERFORM THE INTERIOR BUIL OURrS RD`MU3TSMUST STBE RETAINED ON JOB AND FOR DSW WAREHOUSE E KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.' WHERE A Owner, on Record: FESTIVAL OF HYANNIS LLC CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Address: BILLBOX 01 8726 1053 BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL PO BOX 7522 INSPECTION HAS BEEN MADE. HICKSVILLE,NY 11802-7522 kpplication Entered by: PF Building Permit Issued BY: HIS PERMrf CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY"OR SIDEWALK OR ANY PART THIsREOF ETTHHRTEMPORARII PECIFICALLY PERMITTED UNDER THE BUII.DBJG CODE MUST BE APPROVED BY,THIi ' - Y'OR PERMANENTLY ENCROACHMENTS ON P LIC PROPERTY,NO BTAAIED FROM THE DEPAR `- -• - JURISDICTION STREET OR ALLEYGRADES AS WELL AS DEPTH AND LOCATION-OFP 'IC SEWERS MAYBE TMENT OF PUBLIC WORKS THE ISSUANCE OF:,THIS PERMIT DOES NOT RELEASE THE APPLICANT.FROM THE'CONDITIONS OF ANYAppLICABLE SUBDIVISION ESTRICTIONS [INIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: FOUNDATION OR FOOTINGS. SHEATHING INSPECTION ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION): ' INSULATION. FINAL INSPECTION BEFORE OCCUPANCY. ' HERE APPLICABLE,SEPARATE PERMITS ARE RE + . f ORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUSSITAG G A ND MECHANICAL INSTALLATIONS. F ES OF CONSTRUCTION. ;KNIT WILL BECOME NULL AND VOID;IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ATE THE PERMIT IS ISSUED AS NOTED ABOVE, RSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in ;MGL c.142A): UILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICA INSPECTION APPROVALS07 jr;3 7 , 21 f , I 1 1 •Heating Inspection Approvals Engineering Dept S. t R e Dept 6� .f64 2 Board of Health g �� i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1-14 ( .1 Ma Parcel ` t® Application # ) N NN c� p Health Division Date Issued Conservation Division Application F VD Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 020 '-I ke nAog4Nn it ogd Village Owner Address 3333 j klv 'tltide 1 611QIh sole 100 Telephone k.1tko4 L... r ,A1`l IOU ..Permit Request (,,o rw o�q Sea lgy cocg'Gtr�m ows- AQ a,t, DScJSpo loc4M co, o 1 �AN`C. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed : Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 70, 6" Construction Type 1 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 baths): existing new First Floor Ro m Courr<P_ Q Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other C1 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood%coal stove: Os ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existingp ne 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 CofikK o✓1 Telephone Number 1-978-YOIS-OOg0 Address GO&O License # 7C3a'77 �VkAoLk �W C q Home Improvement Contractor# /Y 9S3a Email� c Y�S-�a-c,tmZNa.[-o-, Worker's Compensation # `Z•Awcs 9o'19 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO can eq �b ssl�� as 1 NA'Q)e&j SIGNATURE DATE '`7-I� t FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE i 6 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ! FINAL BUILDING y 4 DATE CLOSED OUT A'SS --WPION PLAN NO. s K The.Commonwealth of Massachusetts Department of IndustrialAccidents `. Office of Investigations ' 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information A Please Print Legibly Name(Business/Orb nization/Individual):0O C-C"tS`rco C�L"icas Cady_ Address: City/State/Zip: )n,' (,6 AAA 0)V(ac Phone#: C/7°•LGS-OCIr--I Are you an employer?Check a appropriate bog: Type of project(required): 1.Lid'I am a employer with .S O 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y � tY• 9. ❑Building addition [No workers'comp.insurance comp.incnrance.1 required-] 5. ❑ We are a corporation and its 10.[_1Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.[�]�Other� comp.insurance required_] *Any applicant that 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ..$hS Ca- Policy#or Self-ins.Lic.#: 'Z-N iJCT Of al S b O G Expiration Date: ,S Z Job Site Address: TLA 01A QUAX {�osd _City/State/Zip:_ JILT CHyicS, Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature:- , .ee/1A Date: Phone#: 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 enTloyee is defined as"...every person in the service of another under any contract ofhire, 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-contractor(s)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 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(if necessary)and under"Job Site Address"the 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 burn 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 Commonwvealth of Massachusetts Department of Industrial Accidents Office of Iavestr`gatians 600 Washington St=t. Boston,MA 02111 Tel,#f 17-727-4900 ext 406 or 1-817-MASSAFB Revised 4-24-07 Fax#617-727-7749. VFVVW.mass.govfdia ACORb 04/30/2013 CERTIFICATE OF LIABILITY INSURANCE °A4 0/2013 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 1-312-704-0100 NAME__ Crystal Vaughan Arthur J. Gallagher Risk Management Services, Inc. PHONE FAX (AIC, _ (AIC Imo: 312-803-7443 300 South Riverside Plaza ADDRES: Chi Certificatea@AJG.com Suite 1900 Chicago, IL 60606 INSURE AFFORDING COVERAGE NAIC8 INSURER A:ARCH INS CO - 11150 INSURED INSURERS: NATIONAL UNION FIRS INS CO OF PITTS 19445 NorthStar Construction Services Corporation INSURER C 200 Mount Laurel Circle INSURERD Shirley, MA 01464 INSURERE• INSURER F:. COVERAGES CERTIFICATE NUMBER: 33343721 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE 9LPOLICY NUMBER MMIDD D LIMITS A GENERAL LIABUTY ZAGLB9169100 05/01/1 05/01/14 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED % COMMERCIAL GENERAL LIABILITY PREMISES Eaocaarence $300,000 CLAIMS-MADE Fi_]OCCUR MED EXP(Any one person) $10,000 X 5,000,000 All Projects PERSONAL RADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER:' r PRODUCTS-COMPIOPAGG $2.000,000 POLICY X PRO-ECT LOC $ A AUTOMOBILE LIABILITY ZACAT9150900 05 1 OS 0 14 COMBINED SINGLE LIMIT Ea accident 1,000,000 A % ANYAITO ZACAT9151000 05/01/1 05/01/14 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED Per accden t PROPERTY DAMAGE $ HIRED AUTOS AUTOS ? Physical Damage $1,000 Comp/Col B X UMBRELLA LIAB N OCCUR 498-9363 05/01/1 05/01/14 EACH OCCURRENCE. $810001000 EXCESS LJAB CLAIMS-MADE - .J% AGGREGATE $8,000,000 DED I% I RETENTION$10,000 $ WORKERS COMPENSATION A ANDEMPLorERsuABIurY ZAVPCZ9295600 ?''05/01/1 05/07/14 S WCR ER PA_ OTH- ANY PROPRIETORIPARTNERIEXECITWE Y/N N/A E.L EACH ACCIDENT $1,000,000 OFFIC:RIMEMBER EXCLUDED? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE $1,000,000 I yes.desgmbe under DESCRlPT10N OF OPERATIONS below' E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 1a1,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Proof of insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD sethuchl " 33343721 Mass. Corporations, external master page Page 1 of 2 Corporations Division Business Entity Summary ID Number: 200590297 Request certificate I New search Summary for: FESTIVAL OF HYANNIS, LLC The exact name of the Foreign Limited Liability Company (LLC): FESTIVAL OF HYANNIS, LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 200590297 Old ID Number: 000858414 Date of Registration in Massachusetts: 01-13-2004 Last date certain: Organized under the laws of: State: DE Country: USA on: 12-24-2003 The location of the Principal Office: Address: 3333 NEW HYDE PARK RD SUITE 100 City or town, State, Zip code, NEW HYDE PARK, NY 11042 USA Country: The location of the Massachusetts office, if any: Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL STREET STE 700 City or town, State, Zip code, BOSTON, MA 02110 USA Country: The'name and business address of each Manager: Title Individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property:- Title Individual name Address t http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=200590297&... 4/17/2014 Mass. Corporations, external master page Page 2 of 2 REAL PROPERTY STUART COX 3333 NEW HYDE PARK ROAD- SUITE 100 NEW HYDE PARK, NY 11042 USA - REAL PROPERTY RAY EDWARDS 3333 NEW HYDE PARK ROAD- SUITE 100 NEW HYDE PARK, NY 11042 USA REAL PROPERTY BRUCE RUBENSTEIN 3333 NEW HYDE PARK ROAD- SUITE 100 NEW HYDE PARK, NY 11042 USA REAL PROPERTY ADAM COHEN 3333 NEW HYDE PARK RD. SUITE 100 NEW HYDE PARK, NY 11042 USA r r Confidential AJ Merger G Consent Data Allowed. Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional 4 Application For Registration ;II. Certificate of Amendment View filings Comments or notes associated with this business entity: New search Y http://corp.sec.state.ma.us/CorpWeb/`CorpSearch/CorpSummary.aspx?FEIN=200590297&... 4/17/2014 ��@ 1'%�/Ff llrfr/rI/l/'Ill��f//f.�/IhiJlfPi7[IJP�J t , Office of Consumer Affairs A "nsi ,Regulation - OME IMPROVEMENT CONTRACTOR c" '+ —' 'egistration: 149832 Type: SExpiration: 2/10/2016 Private Corporatic. NORTSTAR CONSTRUCTION SERVICES CORP f, JOHN LASTELLA 200 MOUNT LAUREL CR. SHIRLEY,MA 01464 Undersecretary 6 - x. .fir r♦r� •'�, _. t k! �r� i ��!. �� :€ i ills, 0 k VI a /s 3 13 + x, .'VI ill, �. b � � � i `i1_ •„ ;+. ," '}! j } + MFP IL 44 AMP w ,� SIG � ' _.. - A •d�r S Y�r �' �Y . C .Y n t 9 lip y , WOE 6tj,� ( y�•Ww+t I� �j lu "{li. 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A t�r� ��. �Y�+*, 4 M - R r •.�, ..T �`+ram' y, 9 r .x n� ool s< � t � 'x 04/17/2014 18:35 FAX Q 0001/0001 hStarF/;mow Construction Services Corporation We Maximize the Value of Your Roof ,April 17, 2014 To whom it may concern, ` Please be advised that as an officer of NorthStar Construction Services.Corporafion�I hereby authorize our employee Scott Trottierto use our Home Improvement Contractoi1icense on behalf of said company for the purpose of securing building permits. Sincerely, No. tar Construction Services Corp. t4otti Tt Vice President 200 Mount Laurel Circle Shirley, Massachusetts 01464 Tel: 978-425-0001: Fax::978-425-0002 www.nstarroofing.com Nlassachuse''. 0epartme it of Pubi;,Safety Board of Building Regulatic. .and Standards. Construction Supervisor License: CS-093277 j SCOTT J TROTTttR 78 RAGGED HtLt,RO 5 HUBBARDSTOI MA 1 1 J,•�.•� J1/ '��` Expiration Commissioner 04/15'/2015 Unrestricted -Buildings of any use group which contain less than 35,000 cubic feet(991m3)of .enclosed space. Failure to possess.a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: wwwmass.Gov/DPS' t PROJFCT LoWioN:HYANNIS,MA CONTRA TOM NORTH$TAR CONSTRUCTION SERVICES CORP AccoLwr.NuMBFR: VNORTCO28 OWNER-CONTRACTOR SHORT.FORM AGREEMENT This Short Form Construction Agreement (liereafter'referred to as "Agreement:'.'), made. and entered into on the, day of A nl(i 2014,by and between Massachusetts(state) Contractor License No.093277 whose business address is 200 Mount I.,aurel:Cirele;,Shirley,MA 01464(hereinafter refer TO to as "Contractor") and (IGmco Entity) FESTIVAL OF HYANNIS , LLC, whose business address is c/o Kim co Realty Corporation, 3333 New Hyde Park Road, Suite 100,New Hyde Park, NY �. 11042 (hereinafter referred to as"Owner"). TERMS 1, SCOPE QF WORK. PURSUANT TO THE TERMS AIND.CONDITIONS OF THIS AGREEMENT,CONTRACTOR SHALL PERFORM THE FOLLQ WING WORK:ROOF REPLACEMENT BUILDING I AREA C. Building 1-Area C-60 Mil 1TO Membrane-Mechanically Attached Approximately 1.1,781 square feet. Northstar agrees to furnish all labor,:materials, and eq ' erform all work required including the following items for the lump:.sum price o $76,000.00 2. Said work shall be furnished along the designated property located at .1070 IYANNOUGH ROAD in HYANNIS, MA. Attached as exhibit `.'B" to this agreement is a more particularized description of the-scope of work to be.performed by.contractor. Simultaneously with.the execution and delivery of this agreement by contractor, contractor will furhish•owner with all insurance:certificates required under this agreement; a complete subcontractor and supplier listing (giving the full name, address and telephone number of each subcontractor and/or supplier which shalt supply labor and/or materials to the.work and which shall also include the subcontract sum for each entity, however, if the listing is unavailable at such.time, the listing shall be provided as soon as it is available); and to the satisfaction of owner,a bar graph construction'schedule.which shall show when all major portions of the work shall commence and be completed. No variation in or.deviation from the .aforementioned construction schedule shall be permitted without owner's prior written consent. 3. SCHEDULE T09 THE WORK Cot'itractor shall perform its work in a timely and expeditious manner. Contractor shall start to perform its work upon execution of this Agreement and receipt of a Notice to Proceed from Owner.Contractor shall thereafter diligently arid continuously perform the work until completion: Contractor's work shall be completed by no later than April 30, 2014, In the event Contractor's work is not completed by April 30,2014,then Contractor's compensation in connection with ` JL14DSWSI-SMARII.149 DSW ROOF UFAIR 4-9-14 Owner: /Contractor:. i P ROJHCT.LACAT1oN:.HYANNIS,MA CONTRACTOR: NORTHSTAR CONSTRUCTION SERVICH,S CORP ACCOUNT NUMBER; VNORTCO28 the work to be completed hereunder(as described below) shall be.reduced zero $0.00 Dollars for each day of non-completion. 4: COMPENSATION. For the satisfactory performance and completion of Contractor's work, Owner shall compensate:Contractor an amount calculated on a time and material basis not to exceed seventy six thousand dollars $76;000:00. Progress payments shall be made based on the actual progress of the work, Owner shall be entitled to retain of 10%of the contract amount until thirty(30)days after the following conditions have been satisfied; (i)final completion of the work in accordance with all laws, rules,,codes, and regulations, including but not limited to all applicable OSHA standards; (ii):receipt by Owner.of"as-built"drawings of Contractor's work, a certificate of occupancy or other approvals from a governmental authority, final lien waivers from Contractor as well as all subcontractors and materialmen/suppliers providing services_and/or materials in connection with the Contractor's work,with no liens of recoid or Notice.of Intention-lo rile a lien; and all guarantees, warranties and/or manuals in connection with Contractor's work; (iii):c.:.omplction of all'punchlist.items to-Vie satisfaction of Owner,.as evidenced by a Owner's written acknowledgement thereof;and(iv}:transfer-by Contractor'and.receipt by Owner of all manufacturer warranties and/or-guaranties of more than one(l.)year, S. INSURANCE. Contractor shall be solely responsible for securing adequate insurance with regard.to its work.for.the entire p:briod du.fi{lg which Contractor as perforrriing.w.ark:hereunder and until all Contractor's'obligations hereunder are met. At a minimum, Contractor shall obtain the types and amounts of Jnsiirance that are specified:in Exhibit "D" to this Agreement. Contractor shall submit Certificates of Insurance evidencing the required insurance within fifteen (15) calendar.days of Contractor's execution.of this Agreement, Kimco Realty Coitdration, and its Officers and Directors,as well as all related subsidiaries,entities and operations shall be as:an Additional Tnsared'on all policies. 6. PRMEZ MANAGER. Contractor's Project Manager throughout the performance of the work shall be Scott Trottier. Owner's Project Manager is hereby designated as Tracy Perron. ,. 7. gMDAR.D TERMS.AND CONDITIONS. Contractor and Owner expressly understand and agree that the standard terms and conditions,attached hereto as Exhibit 'A",are an integral portion.of the entire Agreement between the parties,and they shall.apply to Contractor's work as if fully and completely repeated in this Agreement. 1L1405WS]4MAH1114B DSW ROOF REPAIR 4-9.14 owner:, Contractor:. t PROJECT LOCATION:HYANNIS,MA CONTRACTOR: NORTN9TAR C0NSTRIJG'(10.N SERVICES CORP ACCOUNTNt1MBER: VNORTCO28 8. EMBIT . The Exhibits to this Agreement are as follows. In the event that there is a conflict between the terrns of the standard terms and conditions and the°.remaining exhibits to this agreement,the standard,terms shall apply and shall take precedence. Furthermore,the.terms of this short form of agreement shall take`precedence.over all exhibits in thc•event of arty conflict among the documents. • Exhibit"A" Standard Tetras and.Conditions; • Exhibit'B"—Project Scope of work; • Exhibit"C"—Addendum • Exhibit"D"—Insurance Requirements; • Exhibit"E"—Lien Release and Waiver; and, • Exhibit"F"—Subcontractor Lien Release Schedule 9. EN3M AGREEMENT, This.Agreement, along with all exhibits.hereto, contains the'entire agreement between.the parties:and supersedes and voids all prior.;propOsels, negotiations, arrangements, or agreements with respect.to.xhe subject matter of this agreement.. Any and all modifications to this Agreement shall be in writing,signed by both parties and oral modifications shall not be effective. The Owner and Contractor will .not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The Owner and Contractor will take affirmative action to ensure thatapplicants are employed;and that employees,are treated during employment without regard to their race, color;religion,sex.or national origin. Such actions,shall include,but not be limited to the following: Employment; upgrading, demotion or transfer, recruitment,or recruitment advertising; layoff or,termination; rates'of.pay or other forins of compensation; and selection for;training,.includitig apprenticeship. Owner is an. equal employment opportunity employer and .is a federal contractor. Consequently, the parties agree that, to the extent applicable, they will comply with Executive Order 11246, the Vietnam Era Veterans Readjustment Assistance Act of 1974 and Section 503 of the Vocational Rehabilitation Act of 1973 and also agree that these laws are incorporated herein by this reference. X141)SW81-SMAHI)148 DSW R0.0P REPAIR 4-9-14 Owner: I Contractor: PROJEC4•LOCATION:HYANNIS,MA CONTRACTOR: NORTHSTAR CONSTRUCTION BEAVICHS.CORP iACCOUNTNUMBBR: VNORTCO28 Any vendor with questions regarding appropriate business conduct or to report a matter of.concern may contact any of the following,parties: • Leah Landro,Vice President of Human Resources,.at 516-869-7135 or at i i pAdro(alKimcarealty coal • Bruce Rubenstein,Geneil Counsel,at 516-$69-7221.or at • 9thics Helpline at 1.866-511-5866 or at.httns•//kim ptoaltX.alcrtlin .cconi. Administered by Global Compliance, a.third party vendor, the Ethics Helpline provides an avenue to report concerns anonymously Coffl elparts: This instrument may.be executed in one or more counterparts,::each of which slWl:be deemed to'constitute an original,but all of`whi6,when•taken together,shall constitute,one and the same instrument. FggsiLti'le and Electronic PDF Sijojatures:Facsimile;or scanned signatures(e.8. e-mailed.iri PDF format) are,acceptable to effectuate the terms of this instrument. The persons signing this document on behalf of the Owner and Contractor represents by such signature that he or she has been duly authorized by such.party to execute this:document and that such signature creates a binding obligation of:.sueh party. JLI4DSWSI-SMAH1I14BDSW ROOF REPAIR 4-9-14 Owner:: 400;�I/Contractor: -� tt — - k R F ?g ,y, ", �'. 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' . a.+.. =_s..,--,—,,«FEW�u.`. .: i PROJHcr iACAT10N:HYANNIS,MA CONTRACTOR: NORTBSTAR CONSTRUCTION SERVICU CORP ACCOUNT NUMBER::VN0PTCO28 EXHIBIT'"A" STANDARD TERMS-AND CONDITIONS r" JLI4DSWSI-SMARI I14B DSW ROOF REPAIR 4.9-14 Owner: /r// !Contractor' . - S PROJECT LOCATION:HYANNI ,MA CONTRACTOR: NORTHSTAR e&STRUCrION SI R'VICKS CORP ACCOUNTNUMBER: VNORTCO28 1: SCOPE OF WORK - (a) Contractor shall furnish all :labor, activities.of its subcontractors and shall be solely personnel, .utilities, insurance premiums, responsible to Owner for the performance of the overhead, inspection fees, taxes, and. materials work by such subcontractors..All subcontractors and equipment necessary to .perform and must agree to be bound. by: he obligations of complete the scope of work specified in Exhibit Contractor hereunder. In no event shall Owner, "B"to the Agreement. be deemed to have any contractual relationship' ' (b) In connection with its performance of the with any.subcontractor. work, Contractor represents and warrants that it (e) Owner. reserves the right to require has and will exercise that degree.of care, skill, changes in the scope of work set forth in Exhibit efficiency and judgment ordinarily and "B" by notifying Contractor in writing of the customarily employed by others with special ordered changes in scope, and Contractor shall expertise performing work comparable to that thereafter perform the changed work. The set forth in Exhibit "B" to the Agreement. In parties shall promptly and in good faith attempt addition, and at a minimum, Contractor's.work to reach agreement concerning the reasonable shall comply with industry standards, all adjustments;:if any,.to Contractor':s schedule and applicable laws and regulatory, codes pertaining compensation caused by the ordered change, to the work. Throughout the term of this and, 4f an.agreement is reached, a written Agreement, Contractor shall keep the subject amendment to,the Agreement will be executed property and the surrounding areas affected by by both parties. However, Contractor shall not Contractor's work free from, accumulation of charge Owner.more than a ten (10%) increase trash and rubbish,and shall.remove.same(to the (in Elie. aggiegitte) on the direct cost of 'the extent possible)at the end of each work day.For changed work in order to compensate Contractor any and all.materials and/or equipment that must for its.overhead and profit with respect to same. remain at the work site overnight, Contractor Should the 'parties be unable to agree on a shall insure that the property is maintained in reasonable. adjustment to the schedule and good and slightly conditioii and that there isno eQmponsation caused by the ordered changes, :interruption of interference 'with the business :Contractor-.shall continue to perform both the operations of the tenants/occupants of the originally-specified work and the changed work, subject property. and Owner will unilaterally.adjust the terns of (e) Contractor is an independent contractor to this Agreement in a reasonable manner. In such Owner, And Contractor shall be solely an event, Contractor shall,have the right to responsible.far its means and methods used in compel a further adjustment to the Agreement connection with the performance of its.work. by asserting a written claim against Owner. Contractor shall be solely responsible for.job- (f) Upon completion of its work, Contractor site safety and shall indemnify and hold Owner shall 'furnish Owner with accurate record harmless from and against any and all claims documents, which shall show all as-built resulting from Contractor's work, conditions.for Contractor.'s work. (d) Contractor shall not subcontract any (g) Contractor warrants to Owner that -all, portion.of the work, without the express written materials and equipment furnished under this pcnnission of Owner. Such permission, if Agreement will be new and that all of its Work. granted, shall in no way lessen Contractor's will be of the specified quality and - responsibility to perform.its work in accordance workmanship, free from faults and.defects and •with the Agreement and shall in no-way create installed in accordance with the Agreement. All any relationship, contractual or otherwise, work not conforming to these requirements, between Owner and any subcontractor. including substitutions not properly approved Contractor shall be solely responsible for and authorized, may be considered defective by coordinating,supervising and directing the Owner. JL14DSWSI-SMAH1114B,DSW ROOF REPAIR 4-9•14 Ownor:zlContractor: y. STANDARD TERMS AND CONDITIONS (h) Contractor shall correct, repair, restore upon all materials, tools and appliances taken acid/or replace all work that is found to be possession of;to secure the payment thereof. defective for period of one (1) year from'the 3. COMPENSATION date that Contractor has completed the work or . for such longer periods of time specified (a) Owner shall compensate Contractor for elsewhere in the Agreement. All warranty work the performance of the work.described in the shall be at the sole expense of Contractor and Agreement pursuant to the payment terms set shall_be performed- in a timely manner at the forth in the Agreement. In no event shall Owner reasonable -convenience .of Owner,- All be obligated; to.:compensate Contractor for the warranties shall survive final acceptance of the performarce of its work beyond the maximum work, Contractor's warranty obligations shall set forth in the Agreement, unless the not relieve the Contractor from its obligation for Agreement is modified in writing by Owner. latent defects discovered after the warranty (b) In the event that the work is being paid for periods)specified in the Agreement, on a time and material basis, with a not-to- 2. SCHEDULE exceed maximum, Contractor shall perform and complete the scope of:work:specified in Exhibit (a) The date specified,in the Agreement for "B"; regardless of whether its actual costs completion of the work shall.be extended in the exceed the not-to-exceed mlaximum, In no:event event of force'majeure only for a_period,equal to: shall Owner be obligated to pay Contractor any the period of any unanticipated delay. that is experienced by Contractor; provided, however, costs beyond the not-to-exceed. maximum, whenever such. delay begins or becomes unless the Agreement.is modified in writing!by. imminent, Contractor shall immediately notify Owner. Furthermore, all work.performed on a time and material basis shall.be performed in an Owner in writing of the nature of the delay. Contractor shall also take reasonable steps, at no efficient and reasonable manner. additional costs to Owner, to mitigate the.3cets (c) Contractor shall not be entitled to of any delay, Upon Owner's written-direction, compensation for any costs attributable to its Contractor shall accelerate ((including vyorking own errors or ormssions in.the performance of overtime)to overcome any delay.In the event;the its- work,. and any costs necessary to correct Contractor's delay is not remedied withitr 72 Contractor's errors or omissions shall;be borne hours of notice given by Owner,Owner may at its solely by Contractor.. option,mithout prejudice to any other remedies it (d) Contractor's invoices shall be submitted may have, `terminate the ' erriployment of on a monthly basis, and Contractor shall Contractor for.the: work under'this Agreement, endeavor.to submit the invoices to:Owner by the and shall.have:the:right.to enter upon the property 251s of each month. Leach invoice shall be and take possession for the purpose of completing supported by appropriate notarized lien releases the work hereunder of all Contractor's materials, from'Contractor and its subcontractors on the tools and equipment thereon and to finish the Lien Waiver Release'forms)attached in Exhibit work either with its own employees or other ,E, contractors;,and in case of such termination of the employment by Owner, Contractor shall not be (e) Within no later than the 30" day of the entitled to receive any further payments under the following month after receipt. of Contractor's Agreement or otherwise but shall nevertfieless invoice, Owner shall make appropriate payment remain liable for any damages.which Owner` of Contractor's invoice, subject to Contractor's incurs. If the expenses incurred. by Owner,in compliance with the terms of this Agreement completing the work shall, exceed the unpaid and provided that the following has been balance due Contractor, Contractor shall pay the submitted by,Contractor: (i) a complete release difference to Owner together with any other of all liens arising out of this Contract or receipt damages incurred by the Owner as the result of in full covering all labor, materials and Contractor's default, Owner shall have a lien equipment'for which a lien could be,filed, or a JLt41)SWSl-SMAH1.11411I)SW ROOF REPAIR 4-4-14 -Owner; /Contractor F STANDARD TERNIS.AND CONDITIONS . bond satisfactory to the Owner to indemnify the negligence or willful misconduct. Contractor's Owner against such lien.Owner shall be entitled obligations hereunder shall not be construed to to withhold payment for good cause, including negate, abridge, or otherwise reduce any other but not limited to: (1). defective work :not right,or.:obligation.;of indemnity. which would remedied, (2) claims filed by third parties, and otherwise exist as to wany party or person (3) failure of the Contractor to make payments described in this paragraph, including, but not properly to subcontractors or for labor, limited to, the rights to indemnity based on materials,or equipment, Indemnitee's status as an additional insured (f) The making of final payment shall not under the Contractor's general liability insurance constitute a waiver.of lien of claims by Owner policy. arising from faulty or defective work appearing (c) Owner, at its sole discretion and cost,may after completion of Contractor's work. require that before requisitioning for payment, (g) Contractor shall defend, indemnify and for either Contractor shall furnish a Perfmself and/or foormance and hold Owner harmless from any and all Payment Bond himself any mechanics liens recorded by Contractor's and all subcontractors in. :the amount of subcontractors; suppliers, arid/or materialmen. $20,000.00 or greater. Said bonds shall be Contractor shall post a mechanics' lien release wdtten by insurance companies approved by bond within fifteen(15)calendar days of receipt Ownet: and. shall be in 'a form approved by Of Owner's notice for any mechanic's lien Owner. "Bonds shall name Contractor, Owner, recorded by Contractor's subcontractors,. Owner's'construction Lender(if any)and Kimco suppliers,-and/or materialmen. Realty Corporation as additionally insured. Contractor shall require from all subcontractors 4: INSURANCE/INDEMNIFICATION that each such subcontractor furnish its own (a) Contractor shall be responsible for bond at such subcontractor's own expense securing and maintaining the insurance 5. TERMINATION coverage's specified in Exhibit IV' to the (a) Owner shall have the right to terminate the Agreement with regard to its work. provided hereuririer. Agreement'at any time upon five(S)days_notice for convenience and without cause. Contractor (b) Contractor, to,the fullest extent permitted shall immediately cease performing work upon by law, shall defend, indemnify :and hold receipt of Owner's,written notice of termination. harmless Owner and its agents, members, Contractor ,shall be compensated .for those partners, directors, employees, successors, and services properly performed prior to receipt of. assigns ("Indemnities"), and Kimeo Realty tb,e notice. of termination. In addition to as Corporation, from and against liability, otherwise expressly set forth herein;Owner shall damages, losses,expenses and costs of any.kind not.be obligated to pay the final payment due to or description (including, but not limited to, Contractor hereunder until all manufacturer court costs and attorneys' fees and other related warranties and/or guaranties of more than one costs and expenses, losses and damages) I year shalt be transferred to Owner. (collectively "Damages..".).to the extent that the O Y Damages arise from or are connected with the performance of the Contractor's Work-wider this 6.. GUARANTY FOR GENERAL . Agreement, ,regardless of whether an CONSTRUCTION: Indemnitee's. negligence or willful misconduct (a) Contractor hereby unconditionally' partly caused the Damages and regardless of guarantees for a period of one.(I)year from-the whether or not same is performed by Contractor last to occur of(i) final completion of the Work or any subcontractor. Contractor shall have no (as certified to by Supervising Architect)and(if) obligation to.defend, indemnify and hold an acceptance by Owner (as evidenced by Indemnitee harmless in the event that the substantial completion certificate)that all Wor Damages are caused by the Indemnities sole installed will be free from apnyv and all de f s X141)SWSI-SMAH)1148 DSW ROOF REPAIR 4-9-14 Owner;:: 4 Contractor:. STANDARD TERMS AND CONDITIONS . and that all apparatus will develop capacities and (b) Contractor shall perform the.work in a safe characteristics specifiM. The date that said manner. In addition, Contractor shall take all guaranty shall continence pursuant to the reasonable pr`eecautions to physically protect preceding sentence is hereinafter referred to as Owner's facilities and personnel from any the "Odaranty Start Date". Whenever, within damage or .undue interference caused by one(1) year following the Guaranty Start Date, Contractor's operations. Contractor is nofifted in writing by Owner'that (c) Contractor shall keep accurate books of any of the Work or an iteFh of equipment, account and records with.respect .to all costs material and/or workmanship as.provrded'for'in incurred-by Contractor in the performance.of the the plans 'and specifications, has .proven work. Such books of account shall be kept in defective or does not meet the specification accordance with generally accepted accounting requirements, he shall immediately replace, principles. Such books of account and records repair or otherwise correct the defect or shall be open for Owners inspection and/or deficiency to the satisfaction of Owner without copying at any time during reasonable business cost to Owner. Contractor also shall replace or repair to the satisfaction of Owner and without hours at Contractor's principal place of business, for a period of not less than three(3)years after cost to Owner any and all damages done to the the completion of the work, buildings or their contents or to work of other trades in consequences of work performed in (d) All documents prepared by Contractor fulfilling Contractor's guarantees. during the performance of the work shall be and, 7. AUTHORIZED.REPRESENTATIVES remain the ;property of Owner, provided that Owrierhas.'aid Contractor for the work covered (a) Contractor's Project Manager.shall be as by`the documents. Contractor may retain copies designated in -the Agreement, The Project of such documents for its records. Manager shall have authority to take all actions required under the Agreement .on behalf of 9.DISPUTES. Contractor. Contractor shall not remove or substitute the Project Manager without the (a). All claims or disputes between the written consent of Owner Contractor.:and the Owner arising out or relating to the Contract; or the breach thereof, shall be (b) Owner's Project Manager shall be as, decided.by arbitration in accordance with the designated in the Agreement. On behalf of Construction Industry Arbitration Rules of the Owner, only the Project Manager shall have American Arbitration Association currently in authority to issue directives to. Contractor. effect unless the parties mutually agree During the course of the work,,any directives. otherwise.and subject town initial presentation from other employees or agents of Owner shall of the .claim or dispute as more .particularly not be effective, and Contractor shall not follow described in this Agreement. Notice of the such directives unless first confirmed by the demand for arbitration shall be filed in writing Project Manager, with the other party to this Agreement and with the American Arbitration Association and shall (c) Contractor shall provide the Project Manager and the address set forth in the be made .within a reasonable time after the dispute has arisen. The award rendered by the Preamble with all notices to be supplied to Owner. Any notices supplied to any other agent arbitrator or arbitrators shall be final, and or employee of(}caner shaft not be effective. judgment may be entered upon it in accordance with applicable law ,in any court having 8.MISCELLANEOUS jurisdiction thereof.. .Except by written consent of the person or entity sought to be joined, no (a) The Agreement shall be governed by the arbitration arising out of or relating to. the laws of the State where the property is located.. Contract Documents shall include, by. consolidation, joinder or in any other man er, . J[aOMI-SMAHI 114E DSW ROOF REPAIR 4-9-14 Owner: ,�e/Contractor: P i. i r 4 STANDARD TERMS AND CONDITIONS any person or entity not a party to the thereof to any person or circumstances, to any Agreement under which such arbitration,arises, extent, shall be invalid or unenforceable under unless it is shown at the time the demand for applicable 1aw,, the other provisions of this arbitration is filed that(1)such:person or entity Agreement shall not be affected and each is .substantially involved in a common question provision(including this.one)shall be valid and of factor law,(2)the presence of such person or be enforced to-the fullest extent permitted by entity 'is required if complete relief is to be law. accorded in the arbitration, (3) the. interest or responsibility of such person orr entity in the 11.ASSIGNMENT matter is not insubstantial, and(4) such person or entity is not the Architect or any of the (a) Neither party to this Agreement shall assign Architect's employees or consultants. The this Agreement as a whole without written agreement herein among the parties to the consent of the other. The Owner may, without Agreement and any other written agreement to consent of the Contractor,assign the Contract to arbitrate referred to herein shall be specifically an institutional lender providing construction enforceable under applicable law in any court financing for the subject property and/or the having jurisdiction tktereo11. purchaser of the Owner's interest in the property.. In such event, the lender and/or such 10. SUBORDINATION purchaser shall assume the Owner's rights and - obligations under the Agreement. The (a) Contractor, for itself and its agents, Contractor shall execute all consents reasonably subcontractors, laborers, employees and required to facilitate such assignment. materialmen, hereb� subordinates all its, (and, their) rights, to any and all mortgages, deeds.of 12. DISCRIMINATION trust or security agreements at any time now•or hereafter placed on the fee title of the subject (a) It is understood that contracts will be property or on any leasehold interest or other awarded by Owner and labor will be employed interest of the Owner in the.property(and further. on. the. project without discrimination as .to subordinates all,its(and their}rights;to any and whether the employees,,Agents,:-suppliers and/or all mortgages, deeds of trust or security subcontractors. of'the Owner or any other. agreements at any time now or hereafter placed contractors. including those that _may be on, the, fee title of the, property or on any employed ,by the Owner of the property are leasehold interest or other Interest of the Owner members or non-members of any labor or in the.property (and subordinates all its (and collective bargaining organization, and the their) tights to -all renewals; modifications, Contractor accepts this contract with this extensious or consolidations thereoo, and understanding. There shall be no manifestations hereby also subordinates each and all liens, on the property of any dispute between any labor claims or rights of lien which Contractor or any organization and the Contractor. The Contractor. of said other persons may have now or in the agrees to employ workers, agents,. suppliers future for or on account of labor or material (or and/or subcontractors who will perform the both) furnished by them, or any of them,..to the work under this Agreement,whether or not other property pursuant. to this .Agreement r employees or mechanics on the property are o otherwise. Upon request, Contractor agrees to members or non-members of any labor or duty execute and deliver promptly to Owner(or collective bargaining organization. Should any directly to such holder of a mortgage,,deed of workers performing work covered by this trust or security agreement) ka written Agreement engage in a strike or other work confutnation of such subordination,or enter into stoppage or cease to work due to picketing or a a separate agreement of subordination in form labor dispute of any kind,the Owner may, at.its F and substance as requested,from time to time by option and without prejudice to any other. ` Owner. - If.thin Section 9 or the application remedies it may have, after twenty-four 24) Owner:. Contractor: JL14DSWSI-SMAHI t 14B DSW,ROOF REPAIR 4-9.14 �/ i STANDARD TERMS AND CONDITIONS hours written notice to Contractor, provide-Any substitute labor as may be required.and deduct the cost thereof fiom any monies then due to thereafter to.tecorne due Contractor;and further, Owner may at its option, without prejudice to any other remedies it may have, terminate the employment of Contractor for the work under this Agreement,and shall have the right to enter upon the property and fake possession for..the puipoiie of completing the work.hereunder..of all Contractor's, materials, toots. and equipment thereon and to finish .the work either with its own employees or other contractors;and in case of such termination of the employment .by Owner, Contractor shall _not ;be entitled to receive any further payments under. the Agreement or otherwise..but shall nevertheless remain liable for any damages which Owner incurs. if the expenses incurred by Owner in . completing the work shall exceed the unpaid balance due Contractor,Contractor shall pay the difference to Owner together.with.any other damages.incurred.by the Owner as the result.of Contractor's default; Owner shall.,have a lien upon all materials;'tools and appliances taken possession of,to°secure the payment thereof. IL14DSWS1-SMAH1114BDSW ROOF REPAIR 4.9.14 Owner: Coplractor: 4 EXHIBIT`'B" PROJECT SCOPE OF WORK 7L14DSWS1-SMAHI 114B DSW ROOF REPAIR 4-9-14 Owner:/4".1 Contractor- Scope of Work Building 1,-Area C-60 Mil TPQ Membrane-Mechanically Attached Approximately 11,781 square feet. Nortbstar agrees to:furnish:alt''labor, materials, and equipment,°and to perform all work required including:the following Items for the lump sum price of$76,0.00.00 a. lnspect underside of root deck and document any areas of roof deck deterioration or damage. b. Remove and dispose of all existing metal oWing,.wuntorflashing,perimeter edging;gutters and downspouts. c. Remove and property:dispose'of the existng stone'ballast and EP'DM membrane existing wall flashings,curb ftashings and other flashings av muired by the rooflvstem manufacturer. d. Inspect existing insulation and remove and replace any damaged or wet areas;with new poly socyanurate insulation to match existing insulation thickness(approximately 3.0 inches)for UnitOri as outlined`on:Une;3SM-OW. e. Remove and replace,areas of existing roof deck'that 09 structurally impaired or.severely corroded with new decking to match the.exist rig type,style'and.9auga mechenicallY attached to the steel liar joist with.TEK 6 fasteners into the bottom of every deck flute and instaill/01" screws with maximum spacing of 18 inches on center at each side lap for Unit Price as outlined on Line 3.2 below: f. Areas of metal�decking thatans rusted buto Wuraliysound stiaA be wire brushed and painted with$henain Williams DTM Acrylic Primer Finish.6613W1;The:coeting shall be spray applied to clean and dry metal decking using a paint sprayer acoording to the paint manufacturer. instructions.The Coating shall lae applied to a minimum of 9 WetMlls and 4 Dry Mils'over the rt deck surface Including the.sides:and.bottom of all deck flutes.forunI Price as outlined on Line 3.3 below. g. Remove and replaceanydamaged or deteriorated wood blocking as required for Unit Price as outlined on Uns 3.4 a-e WON, KaaDsws.i-sMnH1 I iae osw ROOF rtaraiR 4-9•14 0wnerZ/Commotor s.. r { h. Remove and dispose of all abandoned roof.top.:equipment as instructed by the Owner. Patch and repair.all holes through the existing roof deck with;.matching metal deck profile to span a minimum of three bar joists..Infill with.new polylsbcyanurate insulaation to.match thickness.of existing insulation(approximately 3.0 inches). I. Install new pressure treated.lumber at rear elevations of'roof areas to.match height of new Insulation.Fasten new pressure trued lumber In accordance with all local,state and national building code requirements. j: Install one layer of :riew 1,0 inch polyisocyanurate insulation mechanically attached in :accordance with the manufacturaes requirements-and in accordance with all local, state end national building code requirements to provid d the required wind uplift rating for this geographic location. k. Instali new 60 Mil TPO membrane mechanically attached in accordance with the manufacturer's requirements and all local,state and national building code requirements to provide the required. wind-uplift rating for this geographic loceton. 1. install new 60 Mil TPO flashing at all walls,perimeter.edges and roo[penetraWns in accordance with the"manufacturer's standard detalling.requirements. The new 60 Mil TPO flashing shall extend up and over parapets to:receive hew'coping rheta].At intenorparapetswith EIFS coping, the.new 60.mil EPDM flashing shall extend t&the base of fhe existing EPDM flashing cutsix inche4 from the bottom of-the EIFS and be terminated with a termination bar detail in acd6rdancs with the manufacft:*s standard-dgtailing requirements. Instal[riew 24 gauge prefinished, 'Galvalume' oe G-80.galvanized steel metal counter#lashing(Colpr selected:by Owner from manufacturers standard color chart)to cover termination bardetail and with a three ..Inch flange:extbnding onto mdsting'EPDM flashing. Strip flange of new counter flashing with - uncured EPDM tlashirig in accordance with the manufacturees standard detailing requirements. m. Remove and.replace all drain bowl clamping rings,boils and strainers with new to match existing drain b6wl size and type:Water test all drain bowls with standard garden hose to ensure proper drainage Is provided. n. install new 24;gaugo_prefrnished, 'Galvalume'.or G-90 galvanized steel metal coping and/or perimeter edging(Color selected by Owner from manufacturers standard color chart). Metal coping and/or perimeter edging-must be installed to meat ANSYSPRI ES-1 requirements as per provl4ed attachment.Coping sections shall not be lapped at joints.Adjoining sections shall be locked or contain a cover or splice.plate with:.seaiants. Do not install fasteners through top of :metal coping_i=lash,perimeter edgkig Insocordance with°the manufacturers startda d detailing requirements. o. Remove and replace all wood equipment supports with new minimum 4"x 4"pressure treated wood blocking (or sized to;match existing). Provide new alp sheet.of protective membrane under the blocking per manufacturers standard r> qulrements.Reinstall pedestals or new wood blocking under gas tines with ellp sheet or.manufacturers walk pad material. p. Ail mechanical, electrical'and plumbing work associated with the installation of the new roof assembly shall be the responsibility of the selected contractor.All work.must be.performed by a licensed contractor, in their respective field. q. Irlste8 manufacturers walk pads at roof access and around all motorized equipment. r. Provide Manufacturer's Fifteen(15)Year watertight,labor and material warranty!guarantee. s. Provide Contractor's Two (2)Year watertight warranty/guarantee C 1L14DSWS1•SMA111114B DSW ROOF R�PA1R 4.9-14 owner:L.__./Contractor: UNIT PRICES:Unit pricing.shaU tie used fn determining additlone:to ordeductions from the Jump sum bld contract emountin the.event of.Changes due to unforeseen conditions In the work;proposals by the Contractor,or directives of the Owner. jigI&-Unreasonable unit prickbids can.ge cause for rejection of thwentire bid The quantity of all unit price items must be properly 4ocumented.during the oourse of the project wlth.4ital pictures and the exact location/quantity of the requirad,.wotk must be shown on a roof plan that is submitted,to the Owner on a weekly basis.Any unit prlce work that is not properly documented acid approved/accWed by the Owner on a weekly basis will not be considered for payment. 3.1 Installed price per square foot for the replacement of deteriorated(damaged or wet)areas cl existing Insulation(approximately 3.0 Inches)with now polylsocyanurate Insulation to match existing Insulation thickness. $ 3-6G /pot square foot r 3.2 Installed;price for removal'of existing metal decking and replacement.with new decking:to match existing type;-thickness and configuration.All new metal decking shall be attached using TEK-5 fasteners into bar joints that are.speced a maximum of 18 inches on center steach joist. $ �j. /per square foot 3.3 Installed price for wire:brushing, priming and painting rusted areas of metal decking with Sherwin Williams OM direct to metal.acrylic coating. $ _ � 1per square foot 3.4 Installed.price per,Unear foot for Heated wood blocking to replace deteriorated,as required. a. 1"x 4" $ a-t /linear foot b. 2"x 4" $- _ Q•i SG.- _lllnear toot c. 2"x 8" $, �'� _/linear foot d. 2"x e" $„ �a _Jlinear foot . e. 2"x t A"' $ Alnear foot i li JLI4DSWSf-SMAHI 114E bSW ROOF REPAIR 4-4-14 Owner:. /Contractor: Abandoned 2gutpmsnt in a(ace:as of 118/14: 1 Condenser on sleepers 3'x7' 1 duct furnace on curb. 5'x9' 5 grease fans on Curbs 2'x2' 4 exhaust fens on curbs 2'x2' ry 1 RTU on curb. 5'x8' 14"b-vent 1 makeup air.duct:.2'x2' ; 5-8p flue pipes 2,;Sateliite dishes - 1 RTU condenser on curb 5-c8' 1 grease fan oral curb TxT 2 grease:%ns on sleeperswith 2'x2' curbs 1 4"-plumbing vent- r JLI4DSW51-SHAH t 1148 DSW ROOF REPAIR 4-9-14 Owner: /Contractor 7 '' ADDENDUM 11.14D3W31 SMAHI114BDSWR00FREPAIR 4-9-14 Owner: Contractor :4 �. n . t XWENDUM.NUMBERBONE Festival at Hypnnis Shopping Center lyantlough Rd. &!,Indopend ke Dr. Hyanni*., IIA ROOF REPLACEMENT - SLOG 1 -AREA C APRIL.4 .:2014. This Addendum forms a part of the.Construction Documents and modifies the original Bid Form. The information I.n this Addendum supersedes arty contradictory information or omission set forth in the Contract Documents. Where any component of the Contract Documents is mgdifted or deleted by this Addendum; the unaltered componerris of that Section,Article;or Drawing shall remain in effect. Acknowiedge receipt of this Addendum by inserting its number and date in the Bid Form. Failure to-do so may subject Bidder to disquafiffcation. This Addendum consists of the following.documents: Reply to additional RFI's received on April 0,:2014 !. Concrete coping out front.Our recommendation Is to terminate the single ply membrane:wb termination bar as opposed to removing and replacing with 24ge coping. Answer.CopUg not specfied at front parapet.:°Line O,;an.Bid Form for.Bsse Bid.One and Lino.L.for AfteMid One iaddress detalling at front parapet.Coping mistakenly called out as EiFS:RCS takes no excerption to a.termination bar detail with counter flashing,Our Intent was to keep existing EPDM intact under coping detail. 2. The disconnection of the roof top,units would be more cost effective to be done by owner. Please remove kwnaf applicable.Roofing oontractors to be responsible for renuml and disposal of each unit. Answer: l0moo Realty to coordinate disconnection of WAC equipment:Expense to be borne.by Kimco Realty. 3. The building nail ector,seems to have an issue with reusing:the existing ballast.Please clarify single ply attachment(fully adhered:or mechanically attached). Answer:Alternate included in Bid Form for mechanicalty.attachad TPO assembly. END OF ADDENDUM NUMBER ONE Paget ' I EXHIBIT"1<.1" INSURANCE REQU)tREMENTS ' 1. General ' Contractor agrees'to obtain,.furnish and maintain in.full force and effect without interruption during and throughout the entire term of the Agreement, at its sole cost, all of the insurance required by And described in this Exhibit. All-such irisucance coverage's shall be written by an admitted insurer in the State of Massachusetts with a minimurn Best Rating of A-VIII,.or as otherwise approved by Owner. All of said insurance shall'be,written for not less than the limits specified herein below,or as required by law,whichever is greater. 2. Minimum Liability Li its Contractor;shall obtain, furnish and maintain in full force and effect without interruption during .and throughout the entire term of this Agreement,for'so long as its obligations hereunder remain outstanding,at its-sole cost;all of the following insurance; (a) Workers' Compensation and other benefits as required,by.:law, including Employer's Liability for limits of $1 million Employer Liability - v Workers' Compensation coverage shall include statutory coverage for the state of the location of the Project and the state of domicile of the Contractor. (b) Commercial General L4nits equivalent to not less than:$1 million cotribined:single.limit.(Bodily jnjury and .Pro perty.Daniage combined),. The Commercial.General Liability policy shall be Written on• an 'Ioccurrence" form and 'include coverage's for: a) Premises-Operations; b) Independent Contractors; c) Products and Completed Operations (10 year period); d)'Broad Form Property Damage; e)Blanket Contractual:Liability; f)Personal,Injury;:g) Employees Named as Additional Insured's; h)_Collapse; i) Explosion; j) Underground Property Damage; and k)Severability of Interest. Umbrella coverage must be in the minimum amount of$5 Million. (c) Comprehensive Automobile Liability, including coverage for all owned, non-owned and hired motor vehicles licensed for highway use. Limits are to be equivalent to not less than$1 million combined single limit(Bodily Injury and Property Damage combined). 3. ,Endorsements I (a) Contractor's General Liability Insurance Policy and Automobile Liability Insurance Policy shall be endorsed to name Kimco Realty Corporation, and its officers and directors,, as well as all related subsidiaries, entities, and operations as additional insured's„under said policies. The additional insured endorsement shall cover all liability, indemnifications and hold harmless agreements arising out of Contractor's work and shall be on ISO Form CG 2010 It 85,or as otherwise approved by Owner. JLADSWSGSMAHI 114E DSW ROOPRBPAIR 4-9-14 Owner,:0//Contractor 1 ` f ry'jy,� (b) Information .concerning ally reduction of coverage or limits,of insurance shall be furnished to Owner by Contractor immediately upon. Contractor's knowledge of circumstances which could ultimately result:in reduction of coverage or limits. (c) Owner's acceptance of a eertlficato of policy which is'inconsistent,with the requiretnerits of the insurance requirements herein.does not relieve Contractor.from its obligation to provide the indicated.coverage's. In the event that any required coverage has not been provided,Contractor is directly liable for each such.deficiency. (e) All policies shall be_endorsed as follows: "Insurance Company shall notify Owner at least thirty (30) days prior to the effective date of any cancellation or reduction in coverage's in anysaid policies." (f) All policies shall waive any rights of subrogation of the insurers against Owner. 4. CertiMpto of Insurance As evidence of the insurance.required,herein,and prior to the beginning of any work,the Contractor shall submit to the Owner certificates of insurance evidencing all of the required coverage and certifying that.the insurance policies have been properly endorsed to meet the requirements set forth in these.provisions. Contractor agrees to furnish renewal.insurance cord.ficates throughout:the term of the Agreement, S. Other Dudes,Representations,and Obligations. (a) The foregoing provisions requiring Contractor to cant'insurance shall not be construed in any manner as waiving, restricting or limiting the liability of Contractor as to any obligations imposed under the Agreement, whether or not same are, or may be covered by insurance. (b) Contractor shall.not:violatebt ictiowirigly-pennit any-violation of any conditions or terms of the-policies of insurance described herein, lit the event Contractor neglects,refuses or fails to provide or maintain any of the.-insurance required under this Agreement or if such insurance is canceled for any reason, the Owner shall have the right, but not the obligation,to-procure or maintain the same. In the event Owner does procure or maintain such insurance,Owner shall have,in addition to any and all other available remedies,the right to recover from the Contractor(includingthe right.of set-off against sums otherwise due the,Contractor) all of the costs associated. with procuring or maintaining such insurance, {c) Contractor shall require each consultant retained herewder°by the Contractor to maintain a_reasonable amount of insurance based upon the nature of thaw' ork being performed by such consultant, 6. Additional In arance from Owner. The Owner may purchase and maintain such other insurance.as it may deem appropriate. No purchase of any insurance by.the Owner shall in any way be deemed to alter or a►nend the rights or responsibilities of the Owner or the Contractor under the Agreement. JL14DSWS 1-SMAII l 114B DSW ROOF REPAIR 4-9.14 Owner Contractor;. EXHIBIT"E" LIEN RELEASE AND WAIVER ILI 4DSWS I-SMAHIJ 14B DSW ROOF REPAIR 4-9-14 Owner:, /Contractor'; j I a LIEN RELEASE AND WAIVER Original Contract Sum: $ Change Orders: $ Adjuded Contract Sum: $ Work&Materlais Stored and Completed bo Date: $ Less Retainage: $ YOTAL: $ Amount Received To Rate and.Unconditionally.Released: $ Period of Uncondiflonally Released:: - Amount Conditionally Released: $ Period.of Conditionally Released: WE. Amount of Retainage Conditionally Released To Date: $ . Amount of Retainage.Unconditlonally Released To Date: $ I CERTIFY:UNDER PENALTY OF€PERJURY UNDER THE LAWS OF THE STATE IN WHICH THE PROJECT IS LOCATED THAT THE FOREGOING ARE TRUE AND CORRECT STATEMENTS. (type or print company name) DATE: (signature) NAME: (type or print signet's name) TITLE: (type or print signer's tide) f, STATE OF.... ) } ss. COUNTY OF I certify that I:know of have satisfactory evidence that- Is the person who (type or print signers name) appeared before me,and said person acknowledged that said person signed this Instrument,on oath stated that said person was`authorized to execute the Instrument and acknowledged it as the (type or print signer's tide) of a. (type or print company name) (type or print company entity type) to be the free and voluntary act of such entity for the uses and purposes mentioned In the Instrument. Dated this day of 2 (print ar type name) NOTARY PUBLIC In and for the State of residing at. My Commission expires: [Seat or Stamp] Project(Vendor): f ) Page 2 of 2 Lien Release and Waiver i LIEN RELEASE AND WAIVER Falls log MINNIM111.1.9 •e Company Giving.Release: Project Owner Business Address; Project Name: City,State,Zip Code: ProjectAddress: City,state;Zip Code: Period: __ OONDMONAL Release Amount: $ ... Period: UNCONDITIONAL Release Amount: $ Period: RETAINAGE Release Amount, $ The undersigned hereby certifies,represents,:warrants and agrees as follows: MUMMA • e oMilk M Upon receipt by the undersigned of payment and for the.period and amounts as shown above,.the undersigned conditionally releases and waives any and all claims,liens and.11en rights which the undersigned has on or:agaln the a Project or the,Project Owner,for labor,.services,.equipment and/or materials'provlded 4y or through the undersigned to the Project provided;however,this:Conditional Release does not apply to any contractuaTay-specified retention withheld for the Current PayPeriod. Payment may-be.made:by joint check.If payment'Is made by check;this Conditional Release shall be only effective when the check is : ld.bythe bank upon which it is drawn. Except for cohtractuall -s ecined retention the under ned has been full aid for all lator services equipment.and/or matials provided by or through the undersigned.to the Project and does hereby unconditionally release and waive any nand all claim,liens and.Ilen rights Which the undersigned has on or agalnst.the Projector the Projedt;Owi This 'Unconditional Release only covers the labor,services,equipment and/or materials provided fQL the Pay Period specified above.and does not apply to the labor,.servlces,.equipment:and/or:materials covered by the.above Conditional Release. . NOTICE:THIS UNCONDITIONAL RELEASE WAIVES.RI.Q ITS,UNCONDITIONALLY AND STATES THAT Y00.HAVE BEEN PAID FOR GIVING-UPTHOSE RIGHTS. Except for contractually-specified retention and the amount specified above for die Current Pay Perked,oil,monles due and: owing to-the subcontractors, consultants, maberlalman, suppliers and;labormen at every.•tier below the undersigned in: connection with the Project,Including:labor and related union fringe benefit payments,have been paid In full and,except as previously disclosed by the undeag'ned to the Project Owner In writing, to the undersigned's knowledge, no claims, actions or disputes-are pending or.could arise with respect to such lower tier parties and the Proj�t. The undersigned. hereby IndernNfles and holds;Project:0wn m•artd wrier harmless fro :.against any and:all datms,losses,Pabllltles,damages and; :expenses(including;reasonable attorneys febs.and..court;c'osts)that the.Project:Owner maybe subject to as a result of the: - In .statements belie 'false. 01119111 This Lien Release and Walver is for the benefit of,and may be relled upon by,all persons holding any property Interest In the Project,or the real property on whlchAhe Project is located, including the Project Owner, upper tier contractors, lenders, principals and sureties on any,labor and material bond,altle companies,tenants and the successors or assigns of any of the foregoing. The prevailing party In any action to enforce rights arising under this Lien Release and Waiver shall be entitled to recover Its attorneys'fees and legal cost from the non-prevailing party. -Qw6nuueed on Page 1- Project(Vendor) Y Page t or2 Lien Release and Waiver 1 y, EXHIBIT`IF" SUBCONTRACTOR,LIEN RELEASE SCHEDULE i 1L14DSWSI-SMAHI 114B DSW ROOF REPAIR-4.9-14 Owner;,--' Contractor,; ; - _ 1 i .. .. 'OOIIIIUOOh If ,x - 716�fIl0I�f00 001011iLT 10Ti1 06up - .. .' 'Wrom DM ogpM OOliR/LT OffwA7M R1Y 1ut'meNds natr�.rsme. Worm _ ........... :0 L ... •.... ..... v 6 . p A: 'p row.swi nw.m.,.m.ocaer.�nw.re►apma.�..y wy��t . � - conweeraiq..M..iee m4epwwuWuC fa YW piojr8 • 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V Application # Health Division Date Issued z 2� Conservation Division Application Fee Planning Dept. Permit Fee r �� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner J:�,c+ivcd Of AJ1&h�Address 0 ev3Vom LI>k{CUf1 JP_ ('birk- Sir-06o ewkft KA 014(,22 Telephone (at'— R5;r 2--V3 Permit Request bu i vdi(Nq C Milrelsa 1 '�4 I 11013 �. Square feet: 1 st floor: existing(u�a$ iroposed/0' 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation'�,0d0 Construction Type i 1 . 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 0 Walkout ❑ Other r Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing ngv aCD Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo Count` n t�r�S1 ire 30 Heat Type and Fuel: ❑ Gas ❑�Dil ❑ Electric ❑Other Central Air: )d Yes ❑ No Fireplaces: Existing New Existing wood/c al stove:0S Ye ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exit ting ❑new .�;ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: - Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial �16 Yes ❑ No If yes, site plan review# Current Use Proposed Use Aurcevk, Ic APPLICANT INFORMATION (BUILDER OR HOMEOWNER) flame Q-6 ?r-k- Telephone Number %60 Address. L)nS h i(Y_N�ftt►v.\S Ir • License # C-S 05 SbyrFcS CT (utfi Home Improvement Contractor# Email c�b�n Q dt-su)Aro; Can Worker's Compensation # , ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY t �+ APPLICATION# DATE ISSUED MAP/PARCEL N0. t: }f ADDRESS + VILLAGE • OWNER } r DATE OF INSPECTION: y E. FOUNDATION Y r FRAME t INSULATION = Al FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING ' DATE:CL.OSED OUT t AS:SO'CIATION PLAN NO. The Continoinvealth caf Massachusetts I)epartu.lent of Industrial Accidents Office of Investigations 600 Washington Street X - Boston, MA 02111 fvwfvanass.gov/dia Workers' Compensation Insurance Affidavit.Builders/Con'tractors%Electricians/Plumbers ApplicantInforirtation Please Prent Le?ibly Name($usiness/organizadon/ndividualy Desco Professional ,Builders, Inc Address: 290 Somers Road Ellington; CT 06029 860 870-7010 city/state/zip: Phone#: Are you an employ er?Check the appropriate box: Type of project(required): 1. I am a employer with .. 4. ❑ I am a general contractor and I, employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor•of part.ier- listed on the attached sheet. 7 ( Remodeling ship.and.have no employees These sub-contractors have g _❑Demolition working for me in any capacity. employees and have workers' g 0 Building addition (No workers' comp.insurance comp.psurance.1 required.] 5. ❑ We are a corporation and.its 10.❑Electrical repairs or additions 3,❑ I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions self. (No workers m 'com . right of exemption per MGL Y p 12.❑Roo€repairs insurance required:].t c. 152,§1(4),and we have no employees. (No workers' i3.❑Other .. comp.insurance required.] "Any applicant that 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 acid then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees they must provide their workers'comp.policy number. I am an employer that is proved;ng workers'compensation in.surance for my employees Below is the policy and job site infortnation. Insurance Company Name: Charter Oak Fire Insurance Company Policy#or Self-ins.Lic.#: DTOUB2D516 5113 Expiration Date: 7/01/14 Job Site Address: 1070 Route 132 City/State/Zip: Hyannis, MA 02601 Attach a espy of the workers'compensation policy declaration page(sho�F'ing the policy number and expiration date). Failure to secure coy rage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500 0 an prone-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 ag he violator. Be advised that.a copy of this statement may be forwarded to the Office of Investigations o the DI or i urance coverage verification. I do hereby certi un er the ants andpenalties ofperjury that the information provided above is true and correct. Sienature: Date: 1/21/14 Phone#: 860-870 070 Official use only. o trot write in this area,to be completed by city or town offieiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.+City'/`I'o. n Clerk 4.Electrical Inspector 5.Plumbing Inspector 6<tither Contact Person: Phone#: ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPO O1/07/2014 N 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 CONTACT NAME: Patricia C. Tedesco Burns, Brooks & McNeil ;H No Ext: C860)482-5591 ►Nw►a►.burnsbrooksmcneil .com tA/C,No: (860)496-9713 AUDREss: ptedesco@burnsbrooksmcneil.com 69 Water Street P.O. BOX 717 INSURER(S)AFFORDING COVERAGE NAIC# Torrington, CT 06790 INSURERA: Charter Oak Fire Insurance Company INSURED Desco Professional Builders, Etal INSURERB: Travelers Property Casualty Coo America 290 Somers Road INSURERC: Ellington, CT 06029-3434 INSURERD: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 13-14 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. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY (MM/DDIYYYY) LIMITS GENERAL LIABILITY DTCO2DZ 51651COF13 07/01/2013 07/01/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $ 300,000 CLAIMS-MADE r OCCUR MED EXP(Any one person) $ 5,000 A X X,C,U X PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY X PRO- JECT LOG $ AUTOMOBILE LIABILITY DT8102D2 51651COF13 07/01/2013 07/01/2014 (Ea accident) $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED X BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIREDAUTOS X AUTOSWNED $ (Per accident) X A9948 X CS-90 $ X UMBRELLA LIAB X OCCUR DTSMCUP2D251651TIL13 07/01/2013 07/01/2014 EACH OCCURRENCE $ 10,000,000 B EXCESS LIAB CLAIMS-MADE X AGGREGATE $ 10,000,000 DED I X I RETENTION$ 10,000 WORKERTION AND YERS'LIAILIT DTOUB2D2516511307/01/2013 07/01/2014 X AND EMPLOYERS'LIABILITY TORY LIMITS ER _ ANY PROPRIETOR/PARTNER/EXECUTIV�YIN INCL BROAD FORM AL E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? i • i N/A X STATE (Mandatory in NH E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) 'roject: DSW#29516, 1070 Route 32, Hyannis, MA 02601 CERTIFICATE 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. Town of Barnstable AUTHORIZED REPRESENTATIVE 200 Main Street Hy nnis, 'MA 02601 Patricia Tedesco, CIC ©1988-2010 ACORD CORPORATION. All rights reserved. 4CORD 25(2010/05) The ACORD name and logo are registered marks of ACORD - J r FIRE DEPARTMENTS OF THE.TOWN OF BARNSTABLE Fire Prevention Office - Hinckley Building (508) 862-4097 BUILDING CODE COMPLIANCE FORM Plans dated for the property located at ��,4 a�►o �.�1-f also known as _ ),,S►_�, S have been reviewed.by ,'� of the &`6arnstable ❑ COMM ❑ Cotuit ❑ Hyannis ❑ West Barnstable Fire Department. THE CHART BELOW INDICATES THE STATUS OF THE REVIEW: TYPE OF CONSTRUCTION DOCUMENT N/A RECEIVED REVIEWED COMPLIES 1. Narrative Report x )C 2. Firefighting & Rescue Access . 3. Hydrant Location &Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment 6. Standpipe Systems X. 7. Standpipe Valve Locations x 8. Fire Department Connection 9. Fire Protective Signaling System x K 10. F.P.S.S. &Annunciator Location 11. Smoke Control/Exhaust X 12. Smoke Control Equipment Location �- 13. Life Safety System Features 14. Fire Extinguishing Systems 15. F.E.S. Control Equipment Location 16.fire Protection.Rooms V. Fire Protection Equipment Signage 18. Alarm Transmission Method x 19. Sequence of Operation Report . 20. Acceptance Testing Criteria al"We believe this document to be"complete and compliant for the issuance of a building permit. .Auai-rr,�� ❑ ..We have completed the acceptance testing for the occupancy permit and believe that within the scope of the building permit, the above. issues are in compliance. Signature Ellin F �O P 860 870r7070 dF 860 870:1074 bulde s@descopro.com professional builders;inc. TRANSMITTAL Date: 01/21/14 To: Town of Barnstable Fax: Email: From: John. Ridzon V P Email: jridzon@descopro.com Re: DSW Hyannis Festival. Message: Robert Anderson, CS -05392.2 exp 8113/15, is a full time employee of Desco Professional Builders , If you have any questions concerning this matter please do not sits to give me a call S c ily John id n,VP t Massachusetts -Department of Pubic Safety Board of Building Regulations and Standards Construction Supervisor License: CS-0539.22 f , ROBERT F ANDERSON ' 14 SUNSHINE FARMSMR SOMERS CT 06071 tis'' {yk-% . �x.piration Commissioner 08/13/2015 CONSTRUCTION CONTROL DOCUMENT Project Title: DSW Shoes Store 29516 Date: January 22;:2014 Project Location: Festival at Hyannis, 1070 Route 132,Hyannis,MA 02601 . Scope of Project: Tenant Improvement at Existing Mall In accordance with Commonwealth of Massachusetts State Building Code: I, Robert S. Davis,AIA,MA.Registration: #30840, Being a registered,professional Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations, and specifications concerning Architectural 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 that I or my designated representative, be present on the construction site on 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 1.16.2.2: 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 the building a final report as:to the satisfactory. :completion and read' ect for.: occupancy. Q RT S.Cq Signature and Seal of registered professional: o: N4.3WO ®� �: ?� : 'BOSTON, j o� MASS. Pis Fq(rH OF Seal State of Ohio, County of Franklin Subscribed and Sworn to this o day of , �I :before me. Signature-Notary Public Printed Name-Notary Public My-Commisy{AnlfirpAres \p�R IA( PAMELA S. KINNIARD. . NOTARY PUBLIC STATE OF OH10- Comm. Expires January 09, 2019 %sr •. p �. 4TF OF O�� rrnnni�� CONSTRUCTION CONTROL DOCUMENT Project Title: DSW Shoes Store 29516 Date: January 22,2014 Project Location: Festival at Hyannis, 1070 Route 132,Hyannis,MA 02601 Scope of Project: Tenant Improvement at Existing Mall In accordance with Commonwealth of Massachusetts State Building Code: I, Shigeyoshi A.Moroi,P.E.MA Registration: #40899, Being a registered,professional engineer, hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations, and specifications concerning Mechanical and 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 for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and that I or my designated representative,be present on the construction site on 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 to the building official a final report as to the satisfactory completion and readiness for occupancy. pE MASS40yG� Signature and Seal of registered professional:_ z� ypsk� � SNAG�Np,��CP� cc 9 o �No gp89 �� 8 IONP�. State of Ohio, County of Franklin Sub cribed and Sworn to this day of L before me. Signature-Nolan ignature-No a blic 2 Printed Name-Notary Public My Commission Expires V J k TERRY LEISTIKOW Notary Pubk-ftt of Ohio My Commission Evir®s 03-31-14 CONSTRUCTION.CONTROL DOCUMENT Project Title: DSW Shoes Store 29516 Date: January 22,2014. Project Location: Festival at Hyannis, 1070.Route 132,Hyannis,MA 02601 .. Scope of Project: Tenant Improvement at Existing Mall. In accordance with Commonwealth of.Massachusetts State Building Code: I, David F. Gonzalez,P.E.MA Registration: #40783, .:. Being a registered,professional engineer,hereby CERTIFY:that I have prepared or directly supervised the preparation of all design plans, computations, and specifications concerning Electrical for the above named project and that to the best of myknowledge, 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 that Lor my designated representative, be present on the construction site on 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 to the building official a final:report as to the satisfactory completion and readiness of the project for . :occupancy. OF44 Signature and Seal of registered professional: G O� DAvEo.F. G04V'2Al.EZ -+ c� ELEvCTIGI�L o v 40783 . 9��FGIST State of Ohio, County of Franklin NA1.�� Subsc ibed and Sworn to this171., day of l d r-N � � before me. Signature=Kota lic Printed Name-Notary Public My Commission Exp' e 1 TEMLEISTIKOW Notary PUbNC of Ohlo My C®tl`ttY Wlon Expires 03-31-1 i COMcheck Software Version 3.9.2 Interior Lighting and Power Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type:New Construction Project Title: DSW Construction Site: Owner/Agent: Designer/Contractor: FESTIVAL AT HYANNIS TOM HESTON 1070 RT.132 M-ENGINEERING,INC. HYANNIS,MA 02601 750 BROOKSEDGE BLVD. WESTERVILLE,OH 43081 614-839-4639 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Retail:Sales Area 9668 1.7 16436 Common Space Types:Active Storage 1126 0.8 901 Common Space Types:Corridor/Transition 195 0.5 98 Common Space Types:Office-Enclosed 64 1.1 70 Common Space Types:Restrooms 220 0.9 198 Total Allowed Watts= 17702 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. sA o- -t - -ef ,-Re Retail:Sales Area`9668 s ff: Linear Fluorescent 1:A/AEM:46"T5 HO 54W:Electronic: 2 47 98 4606t Linear Fluorescent 2:B:46"T5 HO 54W:Electronic: 1 37 49 1813 Track lighting 1:N4:46 HDS OR 100'TR:Wattage based on 100 feet of track 0 0 3000 3000 Compact Fluorescent 1:M:Triple 4-pin 32W:Electronic: 1 2 36 72 Compact Fluorescent 2:F/FEM:Triple 4-pin 32W:Electronic: 1 2 36 72 Common Space Types_Active Storage(1126'sg>ft.) m�A'�. LED 1:R/REM:Other: 1 8 81 648 C mm oon Space T-ypes:Corrido0 ransition(195 sq.ft:) ._. ....�....wa.°s...ib ram. , pAA Linear Fluorescent 3:J/JEM:46"T5 HO 54W:Electronic: 1 2 49 98 Common Space Types Office-Enclosed,(64 LED 2:P/PEM:Other: 1 2 45 90 Common Sace T` es:Restrooms 220 s ff p_ _Yp Linear Fluorescent 4:JF/JFEM:46"T5 HO 54W:Electronic: 1 2 49 98 LED 3:1-3:Other: 1 4 14 56 Total Proposed Watts= 10553 Section 4: Compliance Statement Project Title: DSW Report date: 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\13411206.cck Page 1 of 2 Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed li h' s been designed to meet the 90.1 (2007)Standard requirements in COMcheck Version 3.9.2 and to comply with the m the Requirements Checklist. DAVID F. GONZALEZ o ENGINEER GsF , AA r Name-Title c!> Datecc �HN1u 1` 3 2��9 Section 5: Post Construction Complian G o Record Drawings and Operating and Maintenan NP�� 1. Construction documents with record drawings and operating an nuals provided to the owner. Lighting Designer or Contractor Name Signature Date Project Title: DSW Report date: 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\l3411206.cck Page 2 of 2 � COMcheck Software Version 3.9.2 "f Inspection Checklist Requirements: 0.0% were addressed directly in the COMcheck software Text in the"Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 1 High Impact(Tier 1) 2;Medium Impact(Tier 2) 17 3;",-1 Low Impact(Tier 3) Project Title: DSW Report date: 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\13411206.cck Page 1 of 4 1 90.1 (LQQI' w. g "W4 Plan Review A CmhStandard ? w CommentslAssum Borse 4.2.2 Plans,specifications,and/or calculations ;❑Complies [PR4]' :provide all information with which !❑Does Not Comply compliance can be determined for the :[-]Not Observable lighting and electrical systems and :❑Not Applicable I equipment and document where exceptions to the standard are claimed.Information provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. 8.4.1.1, Plans,specifications,and/or.calculations ;❑Complies 8.4.1.2 provide all information with which :❑Does Not Comply [PR6]2 compliance can be determined for the ;❑Not Observable electrical systems and equipment and :❑Not Applicable document where exceptions are claimed. I Feeder connectors sized in accordance 1 with approved plans and branch circuits sized for maximum drop of 3%. Additional Comments/Assumptions: 1 High Impact(Tier 1) "2`1 Medium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title: DSW Report date: 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\13411206.cck Page 2 of 4 [ 90.1 (2007) Standard Rough-In Electrical Inspection. _ Complies? �� . Coinmients/Assumptions 9.4.1.1 Automatic controls to shut off all building ;❑Complies ; [EL1]2 lighting installed in buildings>5,000 U. !❑Does Not Comply T❑Not Observable ❑Not Applicable 9.4.1.2 Independent lighting controls installed per ;❑Complies ; [EL2]2 approved lighting plans and all manual ❑Does Not Comply controls readily accessible and visible to ;❑Not Observable ' occupants. ❑Not Applicable 9.4.1.4 ;Separate lighting control devices for specific;❑Complies [EL4]1 uses installed per approved lighting plans. E❑Does Not Comply ❑Not Observable I ❑Not Applicable 9 4 2 ;Ballasted one and three lamp fixtures with ;❑Complies [EL 5]3 a'_ >30 W/lamp have two lamp tandem wired ❑Does Not Comply ballasts when> 2 fixtures in same space '❑Not Observable on same control. :❑Not Applicable 9.4.3 ;Exit signs do not exceed 5 watts per face. ;❑Complies [EL6]1 :❑Does Not Comply ❑Not Observable ❑Not Applicable 9.6.2 "Additional interior lighting power allowed for;❑Complies ; [EL8]1 ,special functions per the approved lighting :❑Does Not Comply plans and is automatically controlled and ;❑Not Observable ' ;separated from general lighting. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2,,J Medium Impact(Tier 2) 3 y;Low Impact(Tier 3) Project Title: DSW Report date: 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\13411206.cck Page 3 of 4 90.1 (2007) s- ,> r a b ,,itit Standard Final inspection `�Comp�i,?„ie�,s. Comments/Assumptions ,....a „*,ea+^ II IB h''G "` _ `, va:. v X"'uUNIQ W x, 11l 5t?- 87 1 ;Furnished as-built drawings for electric ;❑Complies [FI16)3 power systems within 30 days of system E❑Does Not Comply 1 acceptance. !DNot Observable ❑Not Applicable 8.7 2 'Furnished O&M instructions for systems ;❑Complies [FI17]3 and equipment to the building owner or :❑Does Not Comply redesignatedrepresentative. ;❑Not Observable ' t ;❑Not Applicable 9.2.2.3 ;Interior installed lamp and fixture lighting ;❑Complies ;See the Interior Lighting fixture schedule for values. [F[18]1 i power is consistent with what is shown on :❑Does Not Comply ;the approved lighting plans,demonstrating ;❑Not Observable 1 proposed watts are less than or equal to ;7Not Applicable allowed watts. Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) 13-e.1 Low Impact(Tier 3) Project Title: DSW Report 01/22/14 Data filename: P:\1341xxxx\13411206\06Design\Elec\13411206.cck Page 4 of 4 1 i � ( � 1 � r -� -_ ` ESIS, Inc.—Health, Safety&Environmental Services 33 Arch Street, Suite 2900 Boston, MA 02110 Phone: 617-737-8996 glg Fax: 617-737-8971 www.esis.com January 23, 2014 Mr.Craig Popielarczyk sent via electronic mail Project Manager/General Superintendent Desco Professional Builders 290 Somers Road Ellington, CT 06029 RE: Limited,Non-Destructive Asbestos Containing Material(ACM)Survey Report Project: DSW Hyannis, Festival Plaza Former Old Country Buffet Restaurant 1070 Rte 132 Hyannis, MA ESIS Proposal Number: 1076.785 Dear Mr. Popielarczyk: Enclosed please find the limited, non-destructive asbestos containing material (ACM) surrey report for work performed at the Former Old Country Buffet Restaurant located at 1070 Rte 132 in Hyannis, Massachusetts. The survey was-performed by ESIS, Inc.—Health,Safety& Environmental Services(ESIS) on January 20-21, 2014 and. entailed sampling of suspect asbestos-containing building materials in exposed and accessible areas of the building. Active electrical, mechanical and plumbing units were not inspected, and ACM within wall cavities; plumbing and mechanical chases, and above hard ceilings are merely assumed in this survey. Subsurface investigation was not part of this survey. ESIS strongly recommends that additional suspect haiardous material investigatory work be conducted in conjunction with any demolition or renovation activities to prevent any accidental impacting of identified or hidden hazardous materials. Should you have questions regarding the attached documentation,:I can be reached directly at 617-737- 8996. Sincerely, ESIS-Health,.Safety&Environmental Services Bill McBirney,CHMM Enc: Asbestos Containing Material Survey Report FormerOld,Country Buffet Resta ura nt, 1070 Rte 132, Hyannis, MA Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inc. -Health, Safety&Environmental Services LIMITED, NON-DESTRUCTIVE ASBESTOS CONTAINING MATERIAL SURVEY REPORT y a+ ..o r T,L z F - y Former Old Country Buffet Restaurant u 1070 Rte 132 Hyannis, Massachusetts PREPARED FOR: DESCO Professional Builders s 290 Somers Road Ellington, CT.06029 PREPARED BY: ESIS, Inc.- Health, Safety&Environmental Services 33 Arch Street, Suite 2900 Boston, Massachusetts 02111 January 23, 2014 Project No. 1076.785 ` Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ES/S, Inc. —Health, Safety&Environmental Services DESCO PROFFESIONAL BUILDERS LIMITED; NON-DESTRUCTIVE ASBESTOS CONTAINING MATERIAL SURVEY REPORT Former Old Country Buffet Restaurant 1070 Rte 132 Hyannis, MA ESIS,INC.—HEALTH, SAFETY& ENVIRONMENTAL SERVICES PROJECT NUMBER: 1076.785 INSPECTOR: Bill McBirney, CHMM MA DOL Inspector#A1000172 INSPECTOR: Geoffrey May, LSP HSE Consultant INSPECTION DATE(S): January 20-21, 2014: AttorneylClient Work Product Privileged and Confidential Limited, Non-Destructive Asbestos .Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis; MA ESIS, Inc. — Health, Safety&Environmental Services TABLE OF CONTENTS A. EXECUTIVE SUMMARY......:............................:..................:......:..................................... 1 B. BUILDING DESCRIPTION...............:::..........................:..................................................1 C. ASBESTOS FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS'..................1 D. ASBESTOS CONTAINING MATERIALS(ACMs)................................................................2- E. NON-ASBESTOS CONTAINING MATERIALS................... ................. .. .::. ..................3 F. REMARKS................... ...................................................................................... ..........5 G. LIMITATIONS.:....:................:............................:...:.:. . .................:..............................5 H. ASBESTOS LABORATORY ANALYTICAL REPORTS.......................... .............................:..7 Attomey/Client Work Product Privileged and Confidential ` Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inc. —Health, Safety& Environmental Services A. EXECUTIVE SUMMARY ESIS, Inc. Health,Safety&Environmental (ESIS) performed a limited, non-destructive asbestos containing material(ACM) inspection at the Former Old Country Buffet Restaurant located at 1070 Rte 132 in Hyannis, Massachusetts on January 20-21,2014.The purpose of the survey was to identify ACM in the building prior to building renovations. qz ASBESTOS CONTAINING MATERIALS . The inspection included the assessment and bulk sampling of accessible, suspect asbestos containing materials. Bill McBirney, CHMM and Geoffrey May, LSP performed this survey on January. 20-21, 2014. Bill McBirney holds a certification as a Certified Hazardous Materials Manager(Certificate # 15264) and certification from the State of Massachusetts Department of Labor as an Asbestos Inspector (Lic No. A1000172). Geoffrey May holds a certification from the State of Massachusetts as a Licensed Site Professional. The results of the bulk sampling analysis determined that NO ACM was identified in materials sampled at the Building. B. BUILDING DESCRIPTION The former Old Country. Buffet Restaurant located at 1070 'Rte 132 in Hyannis, Massachusetts is constructed of steel framing on a masonary foundation with approximately 11,boosf floor space. The building consists of a large dining seating area, separate private dining room, buffet area, small office, men's and women's patrons bathrooms, and large kitchen area with small storage room and men's & women's bathrooms. The kitchen also contains a number of walk=in freezers and sinks. Flooring materials consist of mastic over bare concrete and brick. Wall materials consist of sheetrock, cmu block, and ceramic tile and laminate paneling finishes over cmu block. Ceiling materials consist of acoustical ceiling the and polylaminate ceiling panels. The roof deck;visible above ceiling tiles, is metal. Newer MEP systems are above the acoustical ceiling tiles. . C. ASBESTOS FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS Guidelines used for the inspection were established by the Environmental Protection Agency (EPA)in the Guidance for Controlling Asbestos Containing Materials in Buildings, Office of Pesticides and Toxic Substances,Doc 560/5-85-024,and 40 CFR Part 763,Asbestos Hazard Emergency Response Act(AHERA). Field information was organied.inaccordance_ with the AHERA methodology of homogenous area (HA) identification. During the survey;a reasonable effort was made to identify accessible locations and types of asbestos containing material.— In 'accordance with the AHERA protocols, bulk sample collection included multiple samples of the.same'homogeneous materials, with locations chosen randomly. It is Well known that, due to inconsistencies in manufacturer's processes and installation methods, materials of similar construction may contain various amounts of asbestos. Furthermore, some materials that Attorney/Client Work Product Privileged and Confidential Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inc. —Health, Safety&Environmental Services. were not originally specified to contain asbestos may in fact contain this mineral. Locating all asbestos materials can only be definitively achieved by conducting exploratory demolition and.sampling every section of pipe insulation,fitting or valve covering,fireproofing, and other suspect ACM. Bulk samples of suspect ACM were analyzed using.Polarized Light Microscopy (PLM) coupled with dispersion staining, as described in 40 CFR Part 763 and the National Emissions Standard for Hazardous Air Pollutants (NESHAP). NESHAP is the standard industry protocol for the determination of asbestos in building materials. A suspect material is immersed in a solution of known refractive index and subjected to illumination by polarized light. The color displays that, result are compared to a standardized atlas whereby the specific variety of asbestos is determined. It should also be recognized that PLM is primarily a qualitative identification method whereby asbestos percentage, if any,.is estimated. Samples collected by ESIS at the building were analyzed at ProScience Analytical, Inc. (ProSci). ProSci is an independent laboratory located at 22 Cummings Park in Woburn, Massachusetts and is accredited under the following programs: Commonwealth of Massachusetts DOS(License No.AA000156) National Voluntary Laboratory Accreditation Program (No.200090-0) Samples collected were each given a specific identification number. This sample number can be cross- referenced with the laboratory analytical report and chain of custody forms found in Section H = Laboratory Analytical Results. D. ASBESTOS CONTAINING MATERIALS(ACMs) The exact location where samples were taken during the ESIS inspection can be found in the laboratory chain of custodies in Section H — Laboratory Analytical Results. Where Stop Positive (Not Analyzed) is. listed in the following tables, this abbreviation indicates a "Positive Stop" analysis, meaning that a sample in this homogeneous sample group was reported as containing greater than 1% asbestos, and is therefore considered asbestos containing in accordance with Federal, State, and Massachusetts Department of Environmental Protection Regulations. The analytical laboratory was instructed to stop . at the first positive result in each homogeneous sample group to reduce analytical costs on the project. The United States Environmental Protection Agency (US EPA) AHERA regulation (40 CFR Part 763) states that a single sample result reported as greater than 1%asbestos from a homogeneous material group is. sufficient to classify that material as an ACM. Where the laboratory reports a result as less than 1% asbestos, or "Trace' amounts of asbestos, the material can be classified as a "non asbestos containing" material for the purposes of compliance with , Federal,State,and Local Regulations: Where None,Detected is listed in the following tables, this abbreviation indicates No Asbestos Detected. .; in the sample of the material submitted for analysis: ASBESTOS CONTAINING.MATERIALS(ACMs) Attorney/Client Work Product Privileged and Confidential 2 Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ES/S, Inc. — Health, Safety&Environmental Services Based on bulk sample analytical:results, NO ACM was identified in materials sampled at the Building. E. NON-ASBESTOS CONTAINING MATERIALS The exact locations of samples collected by ESIS are listed by sample number in laboratory chain of custody records included in Section H. Based on bulk sample analytical results, the following .materials were confirmed TO NOT CONTAIN ASBESTOS: NON ASBESTOS CONTAINING MATERIALS(ACMs)TABLE NON-ASBESTOS CONTAINING Former • . Country Buffet Restaurant Hyannis, MA Material Location 2x2 Coral Ceiling Tile Throughout Building Sheetrock&Joint Compound Throughout Building CMU Block &Mortar and Associated White Coating(White Coating on CMU Throughout Building Block in Kitchen) White Sink Caulking Bathrooms . Brown Glue behind Laminated Wall Panels Kitchen Yellow Glue at Former Sign at Entrance Hall Foyer Area Black Felt Coating at Former Stove Exhaust Kitchen Rope Gasket at Former Stove Exhaust Duct Kitchen Red Duct Sealant Kitchen Gray Expansion Caulking between CMU Block Wall/Freezer Kitchen Yellow/Black Mastic at Concrete Floor(former carpet square areas) Eating Area White&Pink Floor Leveler Eating Area White&Blue Ceramic Wall Tiles,Grouts and Associated Adhesives: Bathrooms&Buffet Area Brick Wall Molding and Associated Adhesive_ Throughout.Building Brick Floor and Associated Grout Throughout Building Lightweight.' Concrete Subfloor under Brick Throughout,Building Poly-laminate Ceiling Tiles Kitchen Winfield Rubber Roof,.Top Layer; f Isocyanate Foam,2°d Layer;—. Roof Attorney/Client Work Product - - Privileged and Confidential 3: Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inca—Health, Safety& Environmental Services NON-ASBESTOS CONTAINING FormerOld Country 1070 Material Hyannis, MA Location Black Paper on Metal Deck,3r0 Layer Membrane @ Parapet,Top Layer; Yellow Glue on Masonary Parapet beneath Membrane Roof White&Brown Sealant between Parapet Capstones Roof Hard Black Sealant at Aluminum Parapet Cap Roof Off-White Sealant at Base of Rusted Fan Exhaust Roof i Tan Sealant at Base of Round Exhaust Vents Roof Gray Sealant at Base of Compressor Fan Unit Roof Black Rubber Nail Adhesive at Base of Compressor Fan Unit Roof Black Rubber Nail Adhesive at Base of Round Exhaust Vent Roof Vent Pipe Sealant Roof Uncured Membrane Patching Strip and Associated Black Glue at Fan Unit Leg and Roof Bump Out Base Exterior Window&Door Frame Caulking between Frame/Brick Exterior NOTES: 1. ESIS did not sample any operational equipment during this survey. ACM may be present in equipment such as, but not limited to, freezers, generators, compressors, fan belt motors, motors and electrical transformers. 2. ESIS did not perform any subsurface sampling or.investigation as part of this Survey. 3. ESIS strongly recommends that a 3rd party Consultant play an active role in the management of ACM at the Building. Due to obstructions, wall cavities, hidden shafts, etc., all demolition activities should be conducted with the understanding that additional building materials not identified in this Report may be discovered, and demolition activities should cease until the material has been inspected and if needed;sampled before the material is impacted or removed. POSSIBLE ASBESTOS CONTAINING MATERIALS NOT INSPECTED Old Electrical Conduit,Piping Older electrical conduit piping can occasionally be "Cement" or ACM "Transite®" conduit:piping.: If present in the building,:ESIS recommends sampling of old electrical conduit piping once the electrical wiring has been removed,or suspect electrical conduit piping has been identified'for sampling. Attomey%Client Work Product Privileged and Confidential r 4 Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inca- Health, Safety&Environmental Services Mechanical,Electrical,Plumbing and Other"Operational Equipment ESIS did not inspect any operational equipment within the residence such as freezers, transformers, motors, generators, fan belts or other mechanical equipment. The possibility exists that ACM may be present within operational equipment. Upon shut down of the building mechanical equipment, ESIS recommends;sampling of these materials for ACM, if needed.. ESIS did not inspect water and sewer piping and flanges for the presence of flange gaskets or packing insulation. Upon dismantling of piping systems,ESIS recommends sampling of these materials for ACM, if needed: Sub-Surface This survey did not include any subsurface investigatory work. F. REMARKS If future demolition/renovation plans require disturbance of ACMs, ESIS recommends that, prior . to commencing construction activities, the services of a licensed asbestos abatement contractor be retained to remove and dispose of the asbestos containing materials in accordance with all applicable city, state, and federal regulations. ESIS also recommends that an Asbestos Consultant manage all Asbestos-related activities at the Building. ESIS also recommends that an Asbestos Consultant periodically inspect areas of the Building during demolition activities to inspect any hidden potential suspect ACM. All locations and quantities of ACM identified in this report are estimates only and subject to verification by any asbestos abatement contractors prior to proposal submittal or abatement. G. LIMITATIONS No destructive sampling was conducted during the course of this survey. Asbestos containing materials may be present in areas of difficult access (such as pipelines within wall cavities). If construction or renovation is to occur in the building, it is recommended that work be stopped if previously unidentified suspect materials are encountered. In such a situation, ESIS would recommend not resuming any construction activity until sampling and analysis of the suspect materials by certified personnel proves otherwise. ESIS inspected and sampled materials which'' ere exposed and accessible to the survey team. It is possible that additional suspect ACM may exist within interstitial spaces (above suspended ceilings, behind perimeter and spandrel beams, mechanical and utility shafts, column enclosures) that were hiddenfrom view. Any materials that have not been sampled and analyzed should be assumed to ,contain asbestos until sampling and analysis by, certified personnel proves otherwise. i The conclusions presented in this report are professional opinions based on the indicated'data described in this report. They are intended only for the project location described in the report, Attorney/Client Work Product Privileged and Confidential 5 Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070.Rte 132, Hyannis, MA ESIS, Inc. —Health, Safety&Environmental Services and those accessible locations within the project location. This investigation and its conclusions are limited in nature to the scope of work described in this report. Unless otherwise specified, in writing, this investigation was not. intended to be a definitive study of all asbestos containing materials throughout the project location. Asbestos containing materials may exist in locations not physically accessible for inspection, or specifically excluded from.our scope of work for this project. Opinions and recommendations presented herein may apply to the property conditions existing at the time of our inspection and those reasonably foreseeable. They do not necessarily apply to property changes of which ESIS was not aware of at the time of our inspection and did not have the opportunity to evaluate. -changes in property and building component conditions may occur over time due to natural causes or renovation activities. Changes to current governing regulations and standards may also occur that can potentially invalidate these findings and recommendations. Accordingly, the findings and recommendations of this report may be invalidated,wholly or in part, by changes beyond our control. Under no circumstances shall this document be used for the purposes of securing abatement cost estimates, as this survey report is not a specification for the removal of asbestos containing materials. Opinions and judgments expressed herein, which are based on our understanding and interpretation of current regulatory standards, should not be construed as legal opinions. This report is intended for use by the Client named herein, and shall not be used by any other person,entity or third party without the express written authorization from ESIS, Inc. Attorney/Client Work,Product Privileged and Confidential _. 6 Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ES/S, Inc. —Health, Safety&Environmental Services H. ASBESTOS LABORATORY ANALYTICAL REPORTS Attorney%Client Work Product Privileged and Confidential i Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant 1070.Rte 132 Hyannis, MA ESIS, Inca—Health, Safety& Environmental Services Asbestos PLI Analysis Results VI Bulk Sample Former • Country Buffet Restaurant 1070 LocationHyannis, MA Sample ID Description Concentration 0120140148-1A 2x2 Coral Ceiling Tile Rear Hallway None Detected 0120140148-1B 2x2 Coral Ceiling Tile Eating Area None Detected 0120140148-1C 2x2 Coral Ceiling Tile .. .: Buffet Area. None Detected 0120140148-2A Sheetrock Eating Area None Detected 0120140148-2B Sheetrock Rear Hallway None Detected 0120140148-3A Joint Compound Rear Hallway. None Detected 0120140148-3B Joint Compound Eating Area None Detected 0120140148-3C Joint Compound Buffet Area None Detected 0120140148-3D Joint Compound Men's Room None Detected 0120140148-3E Joint Compound Conference Room(PrivateNone Detected Dining Room), 0120140148-3F Joint Compound Eating Area None Detected 0120140148-4A CMU Block Men's Room None Detected 0120140148-4B CMU Block Women's Room None Detected 012014014875A Mortar Associated with 4A Men's Room None Detected 0120140148-5B Mortar Associated with 4B Women's Room None Detected 0120140148-6A White Coating on CMU Block_ Kitchen : None Detected 0120140148-6B White Coating on CMU Block Kitchen None Detected 0120140148-7A White Sink Caulking Men's Room None Detected 0120140148-7B White Sink Caulking Women's Room None Detected Brown Glue behind Laminated Wall 0120140148-8A Kitchen None Detected Panels Brown Glue behind Laminated Wall 0120140148-86 Kitchen None Detected Panels 0120140148-9A Yellow Glue at Former Sign at Entrance Foyer Area None Detected Hall Yellow Glue at Former Sign at Entrance 0120140148796 Hall. Foyer.Area None Detected Black Felt Coatin at Former Stove 0120140148-10A g Kitchen None Detected Exhaust Black felt.Coating at Former Stove 0120140148-10B Kitchen None Detected. Exhaust Attorney%Client Work Product Privileged and Confidential 8: . Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inc. — Health, Safety&Environmental Services Asbestos PLM Bulk Sample AnalVsis Results Former CountrV Buffet Restaurant DescriptionHVannis, MA Sample ID Concentration Rope Gasket at Former Stove Exhaust 0120140148-11A Kitchen None Detected Duct Rope Gasket at Former Stove Exhaust 0120140148-11B Duct Kitchen None Detected 0120140148-12A Red Duct Sealant. Kitchen None Detected 0120140148-12B Red Duct Sealant Kitchen None Detected Gray Expansion Caulking between CM.0 0120140148-13A Kitchen None Detected Block Wall/Freezer 0120140148-136 Gray Expansion Caulking between CMU Kitchen None Detected Block Wall/Freezer Yellow/Black Mastic at Concrete Floor 012014014844A Eating Area None Detected (former carpet square areas) Yellow/Black Mastic at Concrete Floor 0120140148-146 Eating Area None Detected (former carpet square areas) Yellow/Black Mastic at Concrete Floor 0120140148-14C Eating Area None Detected (former carpet square areas) 0120140148-15A White Floor Leveler ._ Eating Area. None Detected 0120140148-15B _ White Floor Leveler Eating Area None Detected. . 0120140148-16A Pink Floor.Leveler: Eating Area None Detected 0120140148-16A Pink Floor Leveler Eating Area None'Detected 0120140148-17A White Ceramic Wall Tile Men's Room None Detected 0120140148-17B White Ceramic Wall Tile Women's Room None Detected 0120140148-18A Grout.Associated with 17A Men's Room None Detected 0120140148-18B Grout Associated with 17B Women's Room None Detected 0120140148-19A Adhesive Associated with 17A Men's Room None Detected 0120140148-19B Adhesive Associated with 17B Women's Room None Detected 0120140148-20A Blue Ceramic Wall Tile Buffet Area None Detected. 0120140148-20B Blue Ceramic Wall Tile .. Buffet Area None.Detected 0120140148-21A Grout.Associated with 20A Buffet Area >::. None Detected 0120140148-21B Grout Associated with 20B Buffet Area None Detected 0120140148-22A Adhesive Associated with 20A Buffet Area None Detected 0120140148 22B Adhesive Associated with 20B Buffet Area None Detected 0120140148-23A Brick Wall.Molding. Rear Hall None Detected. Attorney/Client Work Product - Privileged and Confidential 9 Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ESIS, Inc. — Health, Safety&Environmental Services E j � ' E 1 Asbestos PLIVIBulk SampleAnalysis 1 Former • Country 1 Asbestos Sample 1Description' Location 0120140148-23B Brick Wall.Molding Buffet Area None Detected 0120140148-24A Adhesive Associated with 23A Rear Hall q None Detected. 0120140148-24B Adhesive Associated with 23B Buffet Area None Detected 0120140148-25A Brick Floor Kitchen None Detected 0120140148-25B Brick Floor Buffet Area None Detected 0120140148-26A Grout Associated with 25A Kitchen None Detected 0120140148-26B Grout Associated with 25B Buffet Area None Detected, Lightweight Concrete Subfloor under 0120140148-27A Brick Buffet Area None Detected Lightweight Concrete Subfloor under 0120140148-276 Buffet Area None Detected Brick 0120140148-28A Poly-laminate Ceiling Tiles Kitchen None Detected 0120140148-28B Poly-laminate Ceiling Tiles Kitchen None Detected 0120140148-28AA Mainfield Rubber Roof,Top Layer Roof None Detected. 0120140148-28AB Mainfield Rubber Roof,Top Layer Roof None Detected 0120140148-29A Iscocyanate Foam, 2°d.Layer .Roof None Detected nd 0120140148-29B Iscocyanate Foam, .2 Layer Roof None Detected 0120140148-30A Black Paper on Metal Deck,3rd Layer : Roof None Detected 0120140148-30B Black Paper on Metal Deck,3`d Layer Roof None Detected 0120140148-31A Membrane @ Parapet,Top Layer Roof None Detected 0120140148-31B Membrane @:Parapet,Top Layer Roof None Detected Yellow Glue on Masonary Parapet 0120140148-32A Roof None Detected beneath 31A.. Yellow.Glue on Masonary Parapet 0120140148-32B Roof None Detected beneath 31B White Sealant between Parapet 0120140148-33A Roof None Detected Capstones White Sealant between Parapet 0120140148-33B Capstones Roof None Detected Brown Sealant between Parapet 0120140148-34A. Roof None Detected Capstones Brown Sealant between Parapet None Detected. 0120140148-34B Roof Capstones Attorney%Client Work Product Privileged and Confidential 10 - Limited, Non-Destructive Asbestos Containing Material Survey Report Former Old Country Buffet Restaurant, 1070 Rte 132, Hyannis, MA ES1S, Inc. —Health, Safety & Environmental Services Asbestos PLIVI Bulk Sample AnalVsis Results Former Old LocationHVannis, MA Asbestos Sample ID Description 0120140148-35A. Hard Black Sealant.at Aluminum Roof None Detected Parapet Cap Hard Black Sealant at Aluminum 0120140148-35B Roof None Detected Parapet Cap Off-White Sealant at Base of Rusted 0120140148-36A Roof None Detected Fan Exhaust:. Off-White Sealant at Base of Rusted 0120140148-36B Roof None Detected Fan Exhaust Tan Sealant at Base of Round Exhaust 0120140148-37A Vents Roof None Detected Tan Sealant at Base of Round Exhaust 0120140148-37B Roof None Detected Vents Gray Sealant at Base of Compressor 0120140148-38A Roof None Detected Fan Unit Gray Sealant at Base of Compressor 0120140148-38B Fan UnitRoof None Detected Black Rubber Nail Adhesive at Base of 0120140148-39A Roof None Detected Compressor Fan Unit 0120140148-396 Black Rubber Nail Adhesive at Base of Roof None Detected Round Exhaust.Vent 0120140148-40A Vent Pipe Sealant Roof None Detected 0120140148-46B Vent Pipe Sealant Roof None Detected Uncured membrane Patching Strip at 0120140148-41A Roof None Detected Fan Unit Leg Uncured membrane Patching Strip at 0120140148-41B Bump Out Roof None Detected 0120140148-42A Black Glue Associated with 41A Roof None Detected 0120140148-42B Black Glue Associated with 41B Roof None Detected Exterior Window Caulking between 0120140148-43A Exterior None Detected Frame/Brick Exterior Window Caulking between 0120140148=43B Exterior None Detected Frame/Brick Exterior Door Frame Caulking between 0120140148-43C Exterior None Detected Frame/Brick Attorney%Client Work Product Privileged and Confidential 11 5 ProScience Analytical Services, Inc Bill McBirney :'January 23, 2014 ESIS, Inc - Boston i 33 Arch St., Suite 2900 Boston, MA 02110 ,.! Dear Bill McBirney, The enclosed analytical results have been obtained by using the EPA/600/R-93/116 method. The "Visual Estimate" quantitative method is generally used for determining the percentage of asbestos and other components of the sample. "The Point Counting" method may also be used upon client request or at the analyst discretion. The Point Count method is usually recommended when the sample contains less than 10% asbestos by Visual estimate. Asbestos content less than 1% is recorded on the report as TR (trace). The Quality Control data related to the samples analyzed is available upon client's written request. ProScience Analytical Services Inc., assumes no responsibility for potential sample contamination that may have occurred during the sample collection process or erroneous data provided by the client. The enclosed results may not be used under any circumstances as product endorsement by any US government agency including NIST/NVLAP. All Laboratory records are retained for at least three years unless otherwise directed in writing by the client. The actual samples are retained for a period of two months and written request is necessary in order to be retained for a longer period of time. All analytical results and records are considered strictly confidential and will not be released under any circumstances to anyone except the actual client. The analytical results included in this report apply only to the items tested. If you have any questions please contact the Laboratory Manager or the Laboratory Director. Sincerely, Stefanie Bishop, Optical Asbestos Manager Aimee Cormier, Laboratory Director Enclosure: Version 2 LAB BATCH ID: B 89915 CLIENT PROJECT ID: 1076.785, 24706A Client Ref: Desco - Former Old Country Buffet Restaurant, 1070 Rte. 132, Hvannis, MA AIHA ID# 102754; CT ID# PH-0209; MA ID#AA000156; ME ID# LB-055; ME ID# LA-056; NVLAP Lab Code 200090-0; RI ID#AAL-093; VT ID#AL016876 22 Cummings Park• Woburn, Massachusetts• 01801 •Phone (781)935-3212 • Fax (761)932-4857 Pro- science Analytical services, Inc. Client Name: ESIS, Inc-Boston Batch' B89915 PO#: N/A Date Sampled: 1/20/2014 Client Project#: 1076.785,24706A Date Received: 1/22/2014 Client Reference: Desco-Former Old Country Buffet Restaurant,1070 Rte. 132,Hyannis,MA Date Analyzed: 1/22/2014 Method: EPA/600/R-93/116 Date of Report: 1/2 312 0 1 4 i ! Asbestos% Non-Asbesto's% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL I HAR SYN OTH NON 0120140148-28AA Black 0 0 0 0 0 0 0 0 0 0 0 1 0 1 100 Description: Mainfield membrane roof,top layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes :Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-28AB Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Mainfield membrane roof,top layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes WIMAsbestos% Non-Asbestos% Sample ID Color CHR FAIVIO CRO ACT THE ANT FBG MNW CEL I HAR SYN I OTH I NON 0120140148-29A I Yellow 0 0 0 0 0 0 07 0 1 0 0 0 1 0 1 100 Description: Isocyanate foam,2nd layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL I HAR I SYN OTH NON 0120140148-29B Yellow 0 0 0 0 0 0 0 0 0 1 0 1 0 t 0 1 100 Description: Isocyanate foam,2nd layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos / Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-30A Black 0 0 0 0 0 0 10 0 70 0 0 0 20 Description: Black paper on metal deck,3rd layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-30B Black 0 0 0 0 0 0 10 0 70 0 0 0 20 Description: Black paper on metal deck,3rd layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Page 1 of 5 Prescience Analytical services, Inc. Client Name: ESIS,Inc-Boston Batch: B89915 PO#: N/A Date Sampled: 1/20/2014 Client Project#: 1076.785,24706A Date Received: 1/22/2014 Client Reference: Desco-Former Old Country Buffet Restaurant, 1070 Rte. 132,Hyannis,MA Date Analyzed: 1/22/2014 Method: EPA/600/R-93/116 Date of Report: 1/23/2014 Asbestos% - Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT . FBG MNW I CEL HAR I SYN OTH NON 0120140148-31A Black 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 100 Description: Membrane at parapet,top layer t Location: Ext./Roof • Comments: Is asbestos present?No. Analyzed: Yes Asbestos% .. Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-31 B Black 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 100 Description: Membrane at parapet,top layer Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-32A Yellow 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Yellow glue on masonary parapet beneath 31 A Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbe*to"FCITI�G Non-AsbestosSample ID Color CHR AMO CRO A MNW CEL HAR SYN OTH NON 0120140148-32B Yellow 0 1 0 0 0 0 0 0 0 0 0 0 0 100 Description: Yellow glue on masonary parapet beneath 31 B Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-33A White 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: White sealant between parapet capstones Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR JAMO I CRO I ACT THE I ANT FBG MNW CEL HAR I SYN OTH NON 0120140148-33B White 0 0 0 1 0 0 1 0 0 0 0 0 0 0 100 Description: White sealant between parapet capstones Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Page 2 of 5 ProScience Analytical Services, Inc. Client Name: ESIS,Inc-Boston Batch: B89916 PO#: N/A Date Sampled: 1/20/2014 Client Project#: 1076.785,24706A Date Received: 1/22/2014 Client Reference: Desco-Former Old Count Buffet Restaurant, 10 Country t, 70 Rte. 132,Hyannis,MA Date Analyzed: 1l22/2014 Method: EPA/600/R-93/116 Date of Report: 1/2 312 0 1 4 Asbestos% = Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL I HAR SYN OTH NON 0120140148-34A Pk.Brow 0 0 0 0 0 0 0 0 0 0 0 0 1 100 Description: Brown sealant between parapet capstones Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO =TRE FBG MNW CEL HAR SYN OTH NON 0120140148-346 k.Brow 0 0 0 0 0 0 0 0 0 1 100 Description: Brown sealant between parapet capstones Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-35A Pk.Browr 0 1 OJOT 0 0 0 0 0 0 0 0 0 100 Description: Hard black sealant at aluminum parapet cap Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-356 k.Brow O 0 0 0 0 0 0 0 0 0 0 0 100 Description: Hard black sealant at aluminum parapet cap Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MW N CEL HAR SYN OTH NON 0120140148-36A Clear 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Off-white sealant at base of rusted fan exhaust Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-36B Clear 0 0 0 0 0 0 0 1 0 0 0 0 0 100 Description: Off-white sealant at base of rusted fan exhaust Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Page 3 of 5 ProScience Analytical Services, Inc. Client Name: ESIS,Inc-Boston Batch: B89915 PO#: N/A Date Sampled: 1/20/2014 Client Project#: 1076,785,24706A Date Received: 1/22/2014 Client Reference: Desco-Former Old Country Buffet Restaurant, 1070 Rte.132,Hyannis,MA Date Analyzed: 1/22/2014 Method: EPA1600IR-93/116 Date of Report: 1/23/2014 ;Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NO 0120140148-37A White 0 0 1 0 0 0 0 0 0 0 0 0 0 100 Description: Tan sealant at base of round exhaust vents y Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos%,-. Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN I OTH NON 0120140148-37B White 0 0 0 0 0 0 0 0 1 0 0 0 0 100 Description: Tan sealant at base of round exhaust vents Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO I ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-38A Gray 0 0 0 0 0 0 0 0 0 0 0 0 1 100 Description: Gray sealant at base of compressor fan unit Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR I SYN OTH NON 0120140148-38B Gray 0 0 0 0 0 0 0 0 0 0 0 1 0 100 Description: Gray sealant at base of compressor fan unit Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos;%', Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL I HAR SYN OTH NON 0120140148-39A Black 0 0 0 0 0• 0 0 0 0 0 0 0 100 Description: Black rubber nail adhesive at base of compressor fan unit Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-39B Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Black rubber nail adhesive at base of round exhaust vents Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Page 4 of 5 Prescience Analytical Services, Inc. Client Name: ESIS, Inc-Boston Batch' B89915 PO#: N/A Date Sampled: 1/20/2014 Client Project#: 1076.785,24706A Date Received: 1/22/2014 Client Reference: Desco-Former Old Country Buffet Restaurant, 1070 Rte. 132,Hyannis,MA Date Analyzed: 1/22/2014 Method: EPA/600/R-93/116 Date of Report: 1/23/2014 Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-40A Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Vent pipe sealant Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% '; Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-40B Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Vent pipe sealant Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT I FBGIMNWI CELI HARI SYN OTH NON 0120140148-41A Black 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 1 ,100 Description: Uncured membrane patching strip at fan unit leg Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbest"Aillos% Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-41B Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Uncured membrane patching strip at bump out Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-42A Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Black glue associated with 41A Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos%, Non-Asbestos% Sample ID Color CHR AMO CRO ACT; THE ANT FBG MNW GEL HAR SYN OTH NON 0120140148-4T_ Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Black glue associated with 41 B Location: Ext./Roof Comments: Is asbestos present?No. Analyzed: Yes Asbestos Codes: CHR=Chryso O=Amosite CRO=C(a # ACT=Actinolite TRE=Tremolite ANT=Anthophyllite Non-Asbestos Codes: FBG Fiber N%V=Mineral Wool CEL=C HAR=Hair ' SYN Synthetic OTH Other NON Non-Fibrous Minerals Note: To create a unique lab sample I use`e tch#grid the Sam ple:[B [Samp ID). *All results are in percentage. I Analyst: Dan Pine pl �' Page 5 of 5 Z Non-Fibrous s' v v roo C�N CI) Other 00 N N m I ro a Synthetic n- u! r Hair 0 aNi o _ °v, Cellulose15 r .0 = o Mineral Wool 4' a) � o Fiberglass } ro ro .2 m 0 0 U 41 Actinolite ar<. Anthophyllite `F Tremolite � - o (b'z co Crocidolite Amosite 2 _ N vi o : C so h i tle Perpendicular N Parallel m U •U Q v, Pleochrolsm � m m wBirefringence a m Sign of ° 2 Extinction a M O Morphology r Friable oC Texture o Homogeneity A m iA c � i V7 (i010r N SSAPE v o II +, Analyst \ ' o m Q Q M C) . O O (0 (O w `�' `� T T U ;0CL a J O C O O N N .O 0 Q, C a tV C +O+ a p, c 4- "'d ,C N N N N c0 rn m O N N N �O �. O O a N ! m I cc E - E E N N N N N O — m U N 'o 'a• m is c m — c m N E C m a��n m a a - Q a ao I � `m -G (D c�i c�i u � 6 _w E E ) r^ ~ U fT0 N U) N N T a N w (/) r W o0 a N N ' a 0 C W W m O O Q m V E U NCo M N p, IN N N N M c? M M Z 'Q y._, 00 I: Oa. Ob V S OU. V 00 V o f0 � C C N N N N N E W N N N N N E V U U m P a 0 0 0 0 0 0 0 o 0 Batch: `,;8991 5 Stereo Scope Optical Properties RI � AsbestoslPercent°�r Non-Asbestos Percent y 0 0 2 -i M K m �? tp v � v n D n -i D D ?� n s G7 p z CD O O N O t0 O D) CD S 3 7 O 6 j CD N `c O m D o 3 Cr v o 0 n� 42 0 0 3 3 m m c Sample ID Description �a m � m CD o 0" � � � � �__ N o � � � �° °' ° .CDC. -� CD Cr O 7 CD cc d O - N `G m W 0 O . O O C W 47 = uJ O C 0120140148-32A Yellow glue on masonary parapet beneath 31A 0120140148-32B Yellow glue on masonary parapet beneath 31B fZ- , f 0120140148-33A White sealant between parapet capstones } h 0120140148-33B White sealant between parapet capstones 0120140148-34A Brown sealant between parapet capstones e 0120140148-34B Brown sealant between parapet capstones 0120140148-35A Hard black sealant at aluminum parapet cap 0120140148-35B Hard black sealant at aluminum parapet cap J. r, 0120140148-36A Off-white sealant at base of rusted fan exhaust 0120140148-36B Off-white sealant at base of rusted fan exhaust Comments: •�;"��"�`?2.a- �� SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope Olympus 131-1-2,Serial#circle 1-242277,229027,235000,230663 Page 2 of 4 BatchOrK9915 Stereo Scope Optical Properties RI �� "'?Asbesto�sPercent Non-Asbestos Percent D to C) 2 a rn W m _U _ 0D n -I D D _n � C) 2 co p Z o coo o w co m m s 3 m m 1c o o o B °' o m o v v o m � c � ? Sample ID Description �y. m m co CD o o Cl) n o o o $ ° rQ v o eo � o m ° — cD co aoi * m 0 o 0 B 9 m m � � oo ai 0120140148-37A Tan sealant at base of round exhaust vents 0 i� � 0120140148-37B Tan sealant at base of round exhaust vents � � I 0120140148-38A Gray sealant at base of compressor fan unit 0120140148-38B Gray sealant at base of compressor fan unit 0120140148-39A Black rubber nail adhesive at base of compressor fan unit 0120140148-39B Black rubber nail adhesive at base of round exhaust vents 0120140148-40A Vent pipe sealant 0120140148-40B Vent pipe sealant 0120140148-41A Uncured membrane patching strip at fan unit leg 2? K 7 t2- jJ 0120140148-41B Uncured membrane patching strip at bump out I H Comments: SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011,029.H=greater than.03:Microscope Olympus 13H-2,Serial#circle 1-242277,229027,235000,230663 Page 3 of 4 f, Batch: 899'!5F Stereo Scope Optical Properties RI °As6estostPercent Non-Asbestos Percent > cn o o m -n 3 X co g? -U - m n D., ,0.: - D D T (� 2 (n O Z O m 3 3 m d m N o Q B Cr -o D o o a� v o o m m Sample ID Description CD 7 m cfl o = m o `� o o o ro iv o ,i o m CL - m = m c m m c m m m ur o a c� 3 iv co o W 0120140148-42A Black glue associated with 41A 0120140148-42B Black glue associated with 41 B t Analyzed By/ �� . / l QC By/Date: Fax,E ail,Verbal Results By/Date: #of Samples: 30 y Comments: SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope Olympus BH-2,Serial#circle 1-242277,229027,235000,230663 Page 4 of 4 ASBESTOS BULK DATA CHAIN OF PAGE: OF r u ESIS, INC.- HEALTH, SAFETY& ENVIRONMENTAL SERVICES FORM CUSTODY PROJECT: Former Old Country Buffet Restaurant, 1070 Rte 132 Hyannis, MA REQUESTED TAT: SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: 1076.785 0120140148- 2€RA!} Ext/Roof ;14f'j r-L' Agee-1y�jN£ �, � � ['iw�„¢' BATCH#: 24706 0120140148- 2,$¢13 Ext/Roof j u a �. 0120140148- 29A Ext/Roof ESQ 5"o M Z�o�. � � ,,. /L•;.� CLIENT NAME: DESCO 0120140148- 2 0/13 Ext/Roof iv 0120140148- ScA ExURoof $LRC,l� " 4 f'E(1 O,Ai 0 c', SAMP R'S NAME: 0120140148- 3 o- Ext/Roof ,, 4 v41 v l"t( 0120140148- 3iA ExVRoof , � 611 �� -% L _ SIGNATURE: 0120140148- 3113 Ext/Roof t^ i., C. a - 0120140148- 3A Ext/Roof �► l<:z,, G�uF DA) /JVOSOVA!!d f1- - 6W&61-3/ _ DATE: 01201401487 32'n Ext/Roof �,k i, 3rf? izftr 0120140148- 3,tt Ext/Roof 1 � NV S � � .� LAB NAME: a 0120140148- ExURoof 1.4 1A Gi 0120140148- 3-i Ext/Roof ;tJJ� ANALYZE TO FIRST POSITIVE 0120^40148- 3LI g Ext/Roof e ti/ f- 0120140148- 3 15�-A ExURoof -04 gfAc 1 r-A ? 4Ae SKETCH AREA: 0120140148- 5j 8 Ext/Roof ,µ L v 0120140148- ,A Ext/Roof ��-��i� �G�(G^�s��.1� ��yyS'�. � f ";Lx - 0120140148- 3 bZ� Ext/Roof E^ a dA p ,, 0120140148- ExURoof VeA �A EVR I Afn Qc1- i, ' �� ?�i= �ocaN U3 r` 0120140148- Ext/Roof 0120140148- �� ExURoof G�� S t��r�;-i3�l� ��5� � i)�., 0120140148- Ext/Roof 1 A y v 0120140148- ZiA ExURoof 9 1 A-44e PtA Aleet ,6 -ue 4,7- di:�6 -va04 vu - 0120140148- 30� Ext/Roof �` A�—X4s � 4:3v,t,�O°"i A- , 0120140148- 1/0,4 Ext/Roof em 6- 0120140148- qC>t; Ext/Roof t o �, ✓1 ADDITIONAL COMMENTS: I° RELINQUISHED BY:� DATE: RECEIVED BY _DATE: �5C a-q r ESIS, INC.— HEALTH, SAFETY& ENVIRONMENTAL SERVICES ASBESTOS BULK DATA CHAIN OF EPAGE: F FORM CUSTODY [PROJECT: Former Old Country Buffet Restaurant, 1070 Rte 132 Hyannis, MA REQUESTED TAT: SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: 1076.785 0120140148- qJA Ext/Roof CV Mf 4-9"AX 'FATcbb�- T liw oi BATCH#: 24706 0120140148- bli/3 Ext/Roof L 4 v o-r _ 0120140148- V2A Ext/Roof 14a CLIENT NAME: DESCO 0120140148- Ext/Roof tf 10 _ 0120140148- Ext/Roof SAMPLER'S NAME: 0120140148- Ext/Roof ( (A N`*/ 0120140148- Ext/Roof SIGNATURE: 0120140148- Ext/Roof. 0120140148- Ext/Roof DATE: 0120140148- Ext/Roof AV� 0120140148- Ext/Roof LAB NAM LE 0120140148- ExuRoof � 0120140148- Ext/Roof ❑ANALYZE TO FIRST POSITIV 01201 40148- Ext/Roof 0120140148- Ext/Roof bKt 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- Ext/Roof 0120140148- ExttRoof 0120140148- Ext/Roof 0120140148- Ext/Roof ADDITIONAL COMMENTS: RELINQUISHED BY: DATE: UI 2!/ /- RECEIVED BY: _DATE: ProScience Analytical Services, Inc Bill McBirney January 24, 2014 ESIS, Inc - Boston 33 Arch St., Suite 2900 Boston, MA 02110 Dear Bill McBirney, The enclosed analytical results have been obtained by using the EPA/600/R-93/116 method. The "Visual Estimate" quantitative method is generally used for determining the percentage of asbestos and other components of the sample. "The Point Counting" method may also be used upon client request or at the analyst discretion. The Point Count method is usually recommended when the sample contains less than 10% asbestos by Visual estimate. Asbestos content less than 1% is recorded on the report as TR (trace). The Quality Control data related to the samples analyzed is available upon client's written request. ProScience Analytical Services Inc., assumes no responsibility for potential sample contamination that may have occurred during the sample collection process or erroneous data provided by the client. The enclosed results may not be used under any circumstances as product endorsement by any US government agency including NIST/NVLAP. All Laboratory records are retained for at least three years unless otherwise directed in writing by the client. The actual samples are retained for a period of two months and written request is necessary in order to be retained for a longer period of time. All analytical results and records are considered strictly confidential and will not be released under any circumstances to anyone except the actual client. The analytical results included in this report apply only to the items tested. If you have any questions please contact the Laboratory Manager or the Laboratory Director, Sincerely, Stefanie Bishop, Optical Asbestos Manager Aimee Cormier, Laboratory Director Enclosure: Version 2 LAB BATCH ID: B 89938 CLIENT PROJECT ID: 1076.785, 24706B Client Ref: Desco - Former Old Country Buffet Restaurant, 1070 Rte. 132, Hvannis, MA AI HA I D# 102754; CT I D# PH-0209; MA I D#AA000156; ME I D# LB-055; ME I D# LA-056; NVLAP Lab Code 200090-0; RI ID#AAL-093; VT ID#AL016876 22 Cummings Park• Woburn, Massachusetts- 01801 - Phone (781)935-3212 - Fax(781)932-4857 ProScience Analytical Services, Inc. Client Name: ESIS, Inc-Boston Batch: B89938 PO M N/A Date Sampled: 1/20/2014 Client Project#: 1076.785,24706B Date Received: 1/23/2014 Client Reference: Desco-Former Old Country Buffet Restaurant,1070 Rte. 132,Hyannis,MA Date Analyzed: 1/24/2014 Method: EPA/600/R-93/116 Date of Report: 1/24/2014 Asbestos°/a Non-Asbestos% Sample ID Color CHR FAMO I CRO ACT THE ANT FBG M NONNW CEL HAR SYN OTH 0120140148-43A Brown 0 0 0 0 0 0 0 0 0 0 0 0 1 100 Description: Window caulking between frame/brick Location: Exterior Comments: Is asbestos present?No. Analyzed: Yes maw- Asbestos% Non-Asbestos% Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR SYN OTH NON 0120140148-43B Brown 0 0 0 0 0 0 0 0 0 0 0 0 1 100 Description: Window caulking between frame/brick Location: Exterior Comments: Is asbestos present?No. Analyzed: Yes Asbestos% Non-Asbestos Sample ID Color CHR AMO CRO ACT THE ANT FBG MNW CEL HAR I SYN OTH NON 0120140148-43C Brown 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Door frame caulking between frame/brick Location: Exterior Comments: Is asbestos present?No. Analyzed: Yes Asbestos Codes: CHR=Chrysotile AMO=Amosite CRO=Crocidolite ACT=Actinolite TRE=Tremolite ANT=Anthophyllite Non-Asbestos Codes: FBG=Fiberglass MMV=Mineral Wool CEL=Cellulose HAR=Hair SYN Synthetic OTH=Other NON=Non-Fibrous Minerals Note: To create a unique lab sample ID,use the'e_Batches#and;tthe�ID(ex Aple:[Balch#]-[Sample IDI). *All results are in percentage. Analyst: Stefanie Bishop Page 1 of 1 Client Name: ESIS, Inc - Boston Batch: 6 89938 Client Project* 1.076.785, 24706B Date Received: 1/23/2014 Client Reference: Desco- Former Old Country Buffet Restaurant, 1070 Rte. 132, Hyannis, MA Date Due:_ 014 Stop on first pos�4Yes ob No Batch: k09938 Stereo Scope Optical Properties RI Asbestos�Percent j y4,' Non-Asbestos Percent D rn c) 2 —i n K m oo _v -o m n n< -I D D .n c� = cn p z W o o m �. o � m m m Cr m v 1< o o a v v o o v o o m m m ? Sample ID Description ��'. m � m m o �' m CL o `� o �_ ro v o c��o T m o mor Cl) o m o m CCn D o m o S m o CD 0120140148-43A - Window caulking between frame/brick I 0120140148-43B Window caulking between frame/brick 0120140 484,3C Door frame caulking between I frame/brick 7, Analyzed y/ e: QC B /Date: Fax Email Verbal Results B /Date: #of Samples: 3 Y Y P Comments: SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope Olympus BH-2,Serial#circle 1-242277C�29027)35000,230663 Page 1 of 1 6� 9 � � � b®_ ESIS, INC.—HEALTH,SAFETY&ENVIRONMENTAL SERVICES ASBESTOS BULK DATA FORM CHAIN OF CUSTODY PAGE: OF ` esis PROJECT: 1cJ vA !dVAON 1 fLk i3 ii' b 1Vjj IA MA REQUESTED TAT: Z`f ttIL SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: oo / b 7?1 �1ZC71�01�1� - "03h L fi �1Csa �y1Lu+`a! Cc. - oft BATCH#: Z,I'I � (o�j Llti.•" 1'►�x�� JMfGGL .v CLIENT NAME: SAMPLER'S NAME: SIGNATURE: DATE: ally /L/ LAB NAME: cam, ANALYZE TO FIRST POSITIVE CH AREA: ADDITIONAL COMMENT : )0,J J RELINQUISHED BY: DATE: �� RECEIV BY: , Zcn,� _DATE: Client Name: ESIS, Inc - Boston Batch: 89910 Client Project#: 1076.785. 24706 Date Received: 1/21/2014 Client Reference: Desco- Former Old Country Buffet Restaurant, 1070 Rte. 132 Hyannis, MA Date Due: 1/22/2014 Stop on first pos: CYes or No Batch:(1589910 Stereo Scope Optical Properties RI „As bestos'Pe�cent „ Non-Asbestos Percent D 0 0 2 --I M K m Co ca -U -U � c� >� � n„ � � D m � c� = cn p z cn o o m 0 co m m s o m d m ry o o a o m o v o � 0 0 3 m coo Sample ID Description rn m m o o CD o o 0 o m °— v � _ o 3 ;v � o 0120140148-1A 2x2 Coral ceiling tile j. ,c✓ rJl ' 0120140148-1 B 2x2 Coral ceiling tile / ll' 0120140148-1C W Coral ceiling the G� 0.120140148-2A Sheetrock 0120140148-2B Sheetrock 0 1 20140148-3A Joint compound 0120140148-313 Joint compound 0120140148-3C Joint compound Comments: SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-029,H=greater than.03:Microscope Olympus SH-2,Serial#circle 1-242277,229027,235000,230663 Page 1 of 7 M M .. .. Non-Asbestos� _ --A .. 0 DescriptionMENEM IN ME • 0120140148-3D Joint compound t'Fv �h nr ■■■■■ MINION ■■;I� ■ '� f�+w� �� ,,k�� 4� 1 1 41148-3E ' Joint compound EEO■■■■■ '+T�51zs r' SIFT}ktH ■■■■■■■t81 I I�k� I>nat41"FIK aY'4� I �! Iloilo 1 1 1148-3F Joint compound It■■■■■■■ ■�■■,■■■■ Iv'Laio al�ir�huti h�.j,�`��a�`gN�l�jl a�,>&�'a��lY rfM�YI�FI 01 20140148-4AMEMNON C • E uh ,day kiP v�{na t ��P lW4h n�,1 ■EE■■■MOMEMIEW�s'�� ■�� Y� � � I Non 1 1 41 • ti lulu a fMlliki I� ■■��■■■ NO,II � ,afi � �Ir' ■■MEN■■ MMMMMMIMI 1 1 ./148-5A Mortar associated with 4A ■■■■■MIN ,I'l�l ; ��I1 ��■■E■■■■ al o ■■■■■,■■ I, �` , �� p`44 • MINION � ■■'■■■',E-la1 �� ik4r w x� 1n � 1 1 41148-5B Mortar associated with 4BNOMINEE MOME l� � �� 1 r 1 1 1 - ._ . . 3 I k� 5 , ■■EM■■■ i WF aa1I4'1 P�"�d F�4,�t el�Il��1r'filly(�rrl��ki 1'k� ■■■■■■■n��1■�Ik'` �i,�rf'ir�3a,1��nt1��9�414;,�1��1�`I,U,V ■■;■.■■.■■' n�n'k�(��,4�■■■�,,,,,,� 4 :M r "�q4,�w u ke�q>aafi i r Q(�s{fihyIr'd �tl■■■MINE■ llMMMMMMlMlllll MM ■■■■■■■■�U��l�h\�1'f5� �1��{a��Yp O��IFh �h 1�,1I ■■■■■■■I�'Ll b�i}I■4'te"1�1�F w�I�r I'�tl�,n��"PA 5 k�� n�a��l�� Batch: 89910 Stereo Scope Optical Properties Rl vAsbestps Percent Non-Asbestos Percent D CD 0 2 � � a) -0 -o -0 0 D 0. ,� D -n , � n = � p Z Cn CD O m v m cu W o o m � o Sample ID Description ��'. m m CD o o• ? o o o o vCC o m a N cc O 7p coO C CD �G N CDG CD O - O 0120140148-7B White sink caulking lDC 0120140148-8A Brown glue behind laminated wall panels 0120140148-8B Brown glue behind laminated wall panels I 0120140148-9A Yellow glue at former sign 0120140148-9B Yellow glue at former sign i /L 0120140148-10A Black felt coating at former stove 1 f exhaust _ t4 0120140148-10B Black felt coating at former stove exhaust 3 i fit L 0120140148-11A Rope gasket at former stove exhaust duct L. G 0120140148-11 B Rope gasket at former stove exhaust duct y f rf GL 0120140148-12A Red duct sealant Comments: . SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope Olympus BH-2,Serial#circle 1-242277,229027,235000,230863 Page 3 of 7 1 DescriptUiont} • • 01 20140148-12B Red duct sealant !!5� � xN MENEM .■...'■■`�°��'�■��d�t��?a�3�i i�4k�.alb+s��11 �t!� going ga MEMEM MENEM 0120140148-13B Gray expansion caulking 11 MENEM between CMU/fr- ■■■■■IM ""'IN } d �4i EMEMMIN � tili= ��t x k N mp r w • 1 1Yellow/black 11,90.....,�■■� "h u1}c t,"M Ys�`f + i�.■..■■■ floor INN 1 / 1Yellow/black • _ .. FSi R$�uifii{�tll�fxd i w�r p I F�*'�'rt1�y i rw�■..■.�■� ■'AYE ` YimBill I ,Al t 1 1 1Yellow/black _ • - - floor ■■.■■■■MIRONNIE E�� }� '"}}�� ' � �■■...■. MENEMMI 01 20140148-15A White floor leveler 1 1 1 - floor leveler E■■■. ■.■.■■.M■MEME ■�� FF��. � J� F r2 yC S,a'M 3F i'U,LI S t Y 4f'1Y 1fpi.A,,,,,, RN MINNIE, BPA ..�..■fir , t .....■■ a MINNIE Non-Asbestos DescriptionSample ID 10120140148-17A White ceramic wall tile A MENEM MEN MINIM monolog 1 1 1 - ceramic wall tileMEMEMIMIN �4'�i� r �R'sutisp � l''u°s�C��®� MEMEM \ Ka 0120140148-18A Grout associated with 17A h y Iti�'P1R MI. vY's s`h41'w5ti �'`" ��■■�M® ��yi�Sc�+�!��'b�l�u�tl ■ENEM '�r.w��41R■� '`� `r�xv.' a4 rjy rt yY+tl'"Yy ■■■E■--,+�Y� 1ei�'yS q4 R 0120140148-19B Adhesive associated with 17B MENEM IN Grout associated with 17B 0120140148-19A Adhesive associated with 17A NO MEN 0 MEMIMMINIM -Mg! moll 1 11 1 - - - w�' Irv, Rk �■■■■■■■ � Y ti t e�i s.ly1 t i ■■■■■=-■fir,� �Fi�t��4� R"KL1IAwR�.b��ryt5\�{�t14 S$ R� ry P lit IXa 51 k g f 1 1 •1 1' Blue ceramic wall tile MENEM �p��J14 2�, y,;,�i Pv�.�bvq �,rF�kfe�k�IMMINIMMI® ME ME MEMEMIMIN MIN P"<t'+{�.�Y��rT.,mTM��tta,�� 1"'Cyr,1t� Vt rtien a�u■■■�■■■ 1 1 1148-21 B Grout associated with 20Bmom ■■■■■�-■�w:��"31�� irie��°t'n� r�`,a to y�� vS`�3°�1 '��i�t�R,li't'r14 1eE�`rf:r.��\vr�Y C✓�. • .. .. •' I-Non-A-sbestos Percent Description 0120140148-22A Adhesive associated with 20A it '�' r 3.1�N.e fitsk' ,yiSi 4u�r6'I■■�■®®® +�i eP�M Him 4,f }vy�f� s ■■■■■,��■ NMI Millis 1 1 •/148-22B Adhesive associated 1: MENEM R y E¢�� iT �' � '�\'i'axe ■■■■■■■ 0120140148-23A Brick wall molding MEMNON 1 1 •1148-23B Brick wall molding ME mom fi x ,r �� „ Y 1 1 1 •• - - _ • -• Y aN lk MENNEN MEN EM t- MA mom I 0120140148-24B Adhesive associated with 23B 4 t �1ENE 4ENE NEI Iloilo tis`�ai # Ls we ME Iloilo 0120140148-25B Brick floor MENEM ME M NO 0120140148-26A Grout associated with 2 ■■�■■■■��ku�'t`�'@ilp°�d 1`td t '!1 ,k 2h l N i5�� GAF 5 p ft�7 Ji�w�'s�J mill■■■■■■■ 1 ty■jai'a�Mrh1ai 4415f4,xq`d, � Iloilo li Grout associated with 25B ■■■■■■■■.{thy 1v� 5Y'1, i��'�f { tdi'h ii■■��■ p 1 �' SRa�+stl�i � ��y t taeoil Batch:689910 Stereo Scope Optical Properties RIAfsbestosPercentr Non-Asbestos Percent m co o o X o x M m o m m o_ Io o g zT a � o 0 n� o c, m En 0 m c =+ CD - Sample ID Description �m W m CD o o m c o o m ' m27 rr ti m m y . m o B — o m m o v, 0 1 20140148-27A Lightweight concrete sub-floor under brick t Il 0120140148-27B Lightweight concrete sub-floor under brick -I Y - /e 0120140148-28A Polylaminate ceiling tiles l C` 0120140148-28B Polylaminate ceiling tiles Analyzed By/Da QC By/Date: Fax,Email,Verbal Results By/Date: #of Samples: 62 Comments: SSAPE=Stereo Scope Asbestos Percentage Estimate Birefringence L=less than.010,M=.011-.029,H=greater than.03:Microscope Olympus 81-1-2,Serial#circle 1-242277,229027,235000,230663 Page 7 of 7 ESI& ASBESTOS BULK DATA CHAIN OF ESIS, INC.-HEALTH, SAFETY 8� ENVIRONMENTAL SERVICES PAGE:�OF FORM CUSTODY �- PROJECT: Former Old Country Buffet Restaurant, 1070 Rte 132 Hyannis, MA REQUESTED TAT: 2 SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: 1076.785 0120140148- /� 1 >C 2 C-OiQA Z C�'Lr v i L E Cap- AA 0 tie, BATCH#: 24706 0120140148- ki e CA7.0 AP-EA 0120140148- 1 G 1St 9 U n �� A��<1� CLIENT NAME:DESCO 0120140148- `Z APB 1 S 11 0120140148- 1St I jA SAMPLER'S NAME: - 0120140148- . 7) 1 n; c) 0120140148- 1 ` �- A`N SIGNATURE: 0120140148- 3 C 1 c 0120140148- 1S DATE: 0120140148- Ist 0120140148- 3 1 �, A LAB NAME: 0120140148- 1 ST 0120140148- Li 1 ti (N u,n,.z. S IZa Lin„ ANALYZE TO FIRST POSITIVE 0120140148- S�A 1St 0120140148- ?� 1 SKETCH AREA: 0120140148- 1_... A- !n/. � iA J CJ/1 CMv (0 ��7 0120140148- U Q 1 I t r-L G s 0120140148- e ) .f 0120140148- 1 c G 0120140148- 1 I),z },k 2 L=,„ + 1, 0120140148- 1S �. tA 0120140148- 1 \�n 1 ,;W en�w c.- 0120140148- �?�. 1St 0120140148- p 1 ��A ~L� Ac 0120140148- 0120140148- l 1 ,e &Q ADDITIONAL COMMENTS: RELINQUISHED BYz- DATE: I RECEIVED BY: DATE: n 4u ESIS, INC.-HEALTH, SAFETY& ENVIRONMENTAL SERVICES ASBESTOS BULK DATA CHAIN OF PAGE: ZOFa vo' FORM CUSTODY — PROJECT: Former Old Country Buffet Restaurant, 1070 Rte 132 Hyannis, MA REQUESTED TAT: SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: 1076.785 0120140148- - 1 ^�" '�- t� fi"�a.ra1 S-MvC- 2 r - BATCH#: 24706 0120140148- A 15 A o C-f- sz'z; n 0120140148- 2 1 ,^ u i CLIENT NAME:DESCO 0120140148- Vi A 1 &v` q NS:i�7 f�,'ti ( Q� (/y,•�; r G�P? ' 0120140148- 1,971 1 G' 4 c v G SAMPLER'S NAME: 0120140148- 4 1 Ya✓1�vw - �1. c rnoi�� (� �� ' �i - �i1�1 J5 �9 ✓"rC,j ' 0120140148- y�{��, 1 SIGNATURE: 0120140148- L i L 1 1 y Y 0120140148- Ig 1St �A DATE: 0120140148- 1166 1 St v/li7 0120140148- i A 1 I � _ 1 � LAB NAME: ` 0120140148- b, 1 St 0120140148- _7A 1 L; (4 —1 1 LR_ ,S ❑A 0 FIRST POSFTIVE 0120140148- 15 <a„ 0120140148- ) P istG7Ao,,i, ASS )e- W i 11-1 SKETCH AREA: 0120140148- . i 0120140148- 1�A 1 �Ji4eS�ue c) L' 1 ) j`?A- 0120140148- lC � 1StNA T7 f3 _ 0120140148- 1St 0120140148- 7rj� 1 14 ��, n 0120140148- 1 U��J f�SSJc G 41/ �i;t� A 0120140148- 1SE L^ ., 2 D i 0120140148- 2211- 1 Q. itQ L,j-h+ -ZDA- 0120140148- 0120140148- Ist ('j e04`r- 0120140148- u ADDITIONAL COMMENTS: / RELINQUISHED BY: e DATE: RECEIVED BY: _DATE: z. E + <�z.,,:r u; ESIS' INC.— HEALTH' SAFETY 8�ENVIRONMENTAL SERVICES FORM CUSTODY ASBESTOS BULK DATA CHAIN OF PA GE: OF PROJECT: Former Old Country Buffet Restaurant, 1070 Rte 132 Hyannis, MA REQUESTED TAT: SAMPLE ID NO. FLOOR SAMPLE DESCRIPTION/LOCATION GROUP JOB#: 1076.785 0120140148- 2-1 1stit o W-S I4 t.-I BATCH#: 24706 0120140148- 2 Lt fb ist 0120140148- 1 st -=L a� I CLIENT NAME:DESCO 0120140148- 1 cn a, v 0120140148- ,N istG+ ^1• ��OC� 4t-ZQ 1.�t 2 /k SAMPLER'S NAME: 0120140148- 1 St 0120140148- 1 �`,p A t,-� nC l ',, SIGNATURE: 0120140148- nth 1 `1 y 0120140148- q A. 1 �, (� r,� -h Ci i DATE:. 0120140148- 1 U 0120140148- 1 LAB NAME: 0120140148- 1 _- 0120140148- 1 ❑A YZE TO FIRST P SITIVE 0120140148- 1 st 0120140148- 1 SKETCH AREA: 0120140148- 1 0120140148- 1 st 0120140148- ist 0120140148- 1 0120140148- 1 st 0120140148- 15. 0120140148- 1 St 0120140148- 1 0120140148- 15 0120140148- 15 0120140148- 1 ADDITIONAL COMMENTS: RELINQUISHED BY: ATE: 6 1 RECEIVED BY: _DATE: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION , �j Li p 3 Ma C l Parcel, A licatior # 4> Health Division Date Issued 2 Conservation Division Application.Fee IOU Planning Dept: Permit Fee C( Date Definitive Plan Approved by Planning Board vjay fsy Historic - OKH Preservation / Hyannis Project Street Address a® ig— Y� Village ' �� OWnerTc" )?e_"_t n Address '1 k—=Xer.o)- 'ye- It:K �5;k 1 Telephone Ly0 QA—Z1�� Permit Requestir ��c, Cok \mom, Square feet: 1 st floor: existing��_A oposed ' .2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater,Overlay Project Valuation Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family y 0 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 0 Other Basement Finished Area (sq.ft.) '• Basement Unfinished Area(sq.ft) f , 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: ❑ Gases O�C3rf ❑ Electric ❑ Other . Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: :0 Yes:zU No Detached garage: ❑existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exiting ❑ w s e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial '*Yes ❑ No If yes, site plan review# Current Use Proposed Use %kR"C[a%.kf__ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ` ' - _TeIephone`Number ''0 ? b:: t. Address ycvk'ms License # C am!'2 :Soryler';S QT b`e0q\ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE] ,C(.� BATE e E { FOR OFFICIAL USE ONLY APPLICATION# 3 '} DATE ISSUED MAP/PARCEL NO. rk i ADDRESS VILLAGE it OWNER DATE OF INSPECTION: FOUNDATION rv, FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL III1 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 8� .` • - - - i ° :r .� The Continoitwealt;t''df Miissachusetts :,+ Department of Industrial Accidents r " , Off ce of Iltwestigatioris =- , 600 Washington Street ` t Boston,h1A'02111 , sc. '• wfv}un ass:gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elects icans/Plumbers n _ Applicant Information : - ,_ • Please Print Let>.ibly Name(Business/Orgamaaiion/lndtvidual) Desco ' Professional Builders, Inc e, ... •, 1. - ',,~ - Address 290 Somers Road Ellin ton CT 06029 860 870 7070 City/State/Zip. 9 •' Phone#. Are you an employer?Check the appropriate box:' Type of protect(required): I [ I am a employer with 4. I am a general contractor and I - ` R have hired the sub-contractors. 6 ❑New construction employees(full and/or gait tune). _. _ 2.❑ I am a'Sole proprietor or partner- listed'on the attached sheet. 7. ( Remodeling -shipand have no em to ees,. These sub-contractors have g , ., p Y ,. - ❑Deiiiolition working for me in any capacity. employees and have workers' comp.insurance. 9. ❑Building addition [No workers'comp insurance. p required.] S: 0 We are a.corporatio p and its 10,❑Electrical repairs or additions 3,❑ i am a�horneowhe doing all work' officers have exercised their I i,❑Plumbing repairs or additions - myself. o workers' comp., ,, right of exemption per`MGL _ Y �`? •,.�.- p 12 ❑Roof repairs . insurancerequirenr)t c, i54§1(4};and we have.no ` eniployees.e[No woikers't 131❑Otliert. * , comp:insurance required.] y , t *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ` t Homeowners who submit this affidavitindicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. Contractors that check this box must attached an additional sheet showiiig the;riame of the sub-contractors and siate whether or not those entities have , employees. if the sti6-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation tnsurance for my employees Below is tl epolicy and job site . information. . Insurance CompanyNaiie Charter' Oak Fire Insurance Company �a a ` ..• t Policy#or Self-ins Lic.# DTOTJ=5165113 Expiration'Date: 14-. 1070 Route 132 Job Site Address: . a, " ', ,iS Hya s, . Ci tatelZip nn i MA 0 2.6 01 Attach a copy of the workers; comp ensation'policy declaration page(showing the policy number ind expiration date). Failure to secure'cov rage_as required under Section 25A of 1vIGL c:152 can lead to the imposition of criminal penalties'of a fine up to$1,500 0 an or one-year impnsonment,.as well as civil penalties m the form of"a-STOP WORKO RDER and a fine of up to$250.00 a day agMe violator Be_advised that a copy of this statement tray be forwarded to,the 4ffice,of Investigations o the D,.. urance coverage venfication' `t' I do hereby certi uit er the aims and penalties of perjury{that the infonnatiott provided above is true atid:correct Sienature: 3 R, Date:' Y Phone#: 860,7870 t` Off c al use Drily ' o riot pyrite to tlris area,to be iorupletert by city or town official Cite or Town: . . �.'. .Permit/License# Issuing Authority(circle one): : 1.Board of health 2.Building Department 3 City/Town Clerk -4.Electrical Iispector 5.Plumbing Inspector . 6.Other z Contact Person: , t �' -Phone#• m ACORD CERTIFICATE OF LIABILITY INSURANCE 7TE(MM/DD/Y14 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 NAME: Patricia C. Tedesco Burns, Brooks & McNeil PHONE www.burnsbrooksmcneil .com (c No Ext: (860)482-5591 (A/c,No: (860)496-9713 69 Water Street P.O. Box 717 ADDREss: ptedesco@burnsbrooksmcneil .com Torrington, CT 06790 INSURER(S)AFFORDING COVERAGE NAICt/ INSURERA: Charter Oak Fire Insurance Compa y INSURED Desco Professional Builders, Etal INSURERS: Travelers Property Casualty Co of America 290 Somers Road Ellington, CT 06029-3434 INSURER c: INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 13-14 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. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDNYYY (MM/DDIYYYY) LIMITS GENERAL LIABILITY DTCO2D251651COF13 07/01/2013 07/01/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY ' Li PREMISES(Ea occurrence $ 300,OOO CLAIMS-MADE �OCCUR MED EXP(Any one person) $ 5,000 X PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO- JECT LOC $ AUTOMOBILE LIABILITY DT8102D251651COF13 07/01/2013 07/01/2014 COMBINED SINGLE LIMIT - (Ea accident) $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED X AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED AUTOS (Per accident) $ X A9948 X CS-90 $ X UMBRELLA X OCCUR DTSMCUP2D251651TIL13 07/01/2013 07/01/2014 EACH OCCURRENCE $ 10,000,000 B EXCESS LIAB CLAIMS-MADE X AGGREGATE $ 10,000,000 DED X RETENTION$ 10,000 WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY DTOUB2D25165113 07/01/2013 07/01/2014 X TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIV�Y/N INCL BROAD FORM AL A OFFICER/MEMBER EXCLUDED? i •• i N/A X E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) STATE if yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,It more space is required) 'roject: DSW#29516, 1070 Route 32, Hyannis, MA 02601 CERTIFICATE 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. Town of Barnstable AUTHORIZED REPRESENTATIVE 200 Main Street Hy nnis, MA 02601 Patricia Tedesco, CIC 01988-2010 ACORD CORPORATION. All rights reserved, _ 4CORD 25(2010/05) The ACORD name and logo are registered marks of ACORD t 290 Somers Road Ellington CT 06029 www' descopro com �0, P 860.870.7070 F 860.870.1074 builders@desco`pro:com-' . prafessional builders;inc: Date: 01/21/14 '; `~ TRANSMITTAL *� To: . Town of Barnstable Fax: ' Email: From John,Ridzon V P Email: jridzon@descopro.com Re: DSW Hyannis Festival Message:. y A T r ` Robert Anderson, CS -053922,exp 8/13/15, is,a full time employee of �- ;Desco Professional Builders If you have any questions concerning this matter please do not sita to give me a call S c ily +' j .f d t 4 John id n,VP Mass. Corporations, external master page Page 1 of 2 HOME DIRECTIONS CONTACT Us Search Se0-State.ma.us Search Corporations Division Business Entity Summary ID Number: 200590297 Request certificate I New search Summary for-..FESTIVAL---OF HYANNIS; LC--_1 ——---- —--—-- _._......_._.._........_..... The exact name of the Foreign Limited Liability Company(LLC): FESTIVAL OF HYANNIS, LLC Entity type: Foreign Limited Liability Company(LLC) " Identification Number: 200590297 Old ID Number:000858414 Date of Registration in Massachusetts: 01-13-2004 Last date certain: Organized under the laws of:State: DE Country: USA on: 12-24-2003 The location of the Principal Office: Address: 3333 NEW HYDE PARK RD SUITE 100 - City or town,State, Zip code,'Country: NEW HYDE PARK, NY 11042 USA The location of the Massachusetts office,if any: Address: City or town, State,Zip code,Country: The name and address of the Resident Agent: Name: C T CORPORATION SYSTEM Address: 155 FEDERAL STREET STE 700 City or town, State, Zip code,Country: BOSTON, MA 02110 USA The name and business address of each Manager: Title Individual name Address j The name and business address of the person(s)authorized to execute,acknowledge,deliver,and record any recordable instrument purporting to affect an interest in real property: Title Individual namI Address REAL PROPERTY STUART.COX-- 3333 NEW HYDE PARK ROAD-SUITE 100 NEW HYDE PARK, �-- "- - - NY 11042 USA REAL'PROPERTY- RAY EDWARDS" 3333 NEW HYDE PARK ROAD-SUITE"100 NEW HYDE PARK, NY 11042 USA REAL PROPERTY - BRUCE RUBENSTEIN 3333 NEW HYDE PARK ROAD-SUITE 100 NEW HYDE PARK, NY 11042 USA REAL PROPERTY ADAM COHEN 3333 NEW HYDE PARK RD. SUITE 100 NEW HYDE PARK,NY 11042 USA F Consent CA Confidential Data rd-Merger Allowed F1 Manufacturing View filings for this business entity: 1 ALL FILINGS Annual Report Annual Report-Professional' Application For Registration Certificate of Amendment j j http://corp.sec.state.ma.us/CorpWeb/CorpSearch/C.orp$ummary.aspx?FEIN=200590297&... 1/21/2014 .Town of Barnstaple ` Yr )Regulatory Services X AM Richard V.Scali,Interim Director- n rvu►'�' f= Building Division - Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02602 www.town-barnstable.maxs +. _ Office: 508-862-4038 f Y Fax:^508-790-6230 _ Property Owner Must Complete.and-Sign This Sectibn ' r>•9 } ..,� a r y , If Using.A Builder q ^l I Ray Edwards for Festival bf,Hyannis; LLC as Owner of the"subjectpzoperty. x -1 - :a A hereby authorize Des 'o Professional Ruilripm to act on my behalf, in all matters relative to cvozl authorized by this building petxnit �1070 Ivannough'Rd, 4 ite 55, Hyannis, 16",T^r— ■» (Address of Job). ' 'Pool,fences and alar'ms'ate the responsibility of the applicant. Pools are not to be filled'ot'inilized before fence,is installed and all fiml` ' inspections are performed and-accepted. ; r y Signature of Owner` Signature of Applicant d r +Ray,Edwards Print Name print Name w < is � � 'L •uJ' n - i Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-053922 ROBERT F ANDEjkSOPT ' 14 SUNSHINE ON SOMERS CT 06071 r Commissioner 08/13/2015 ._.......... d, f•rk,• Massachusetts Department of Environmental Protection Bureau of Waste Prevention • Air Quality 100192234 BWP .AQ 06 Decal Number Notification Prior to Construction or Demolition A Important: A. Applicability When filling out z - forms on the computer,use r only the tab key -A COnstrUction or Demolition operation of an industrial,commercial or instituti0nal'bUllding, Of to move your residential building with 20 or more units is,regulated by the Department of Environmental Protection cursor-do not (DEP), Bureau of Waste Prevention-Air Quality Control Regulations 310 CMR 7.09. Notification of use the return - key. Construction or,Demolition operations is required under 310 CMR 7.09(2)ten(10)days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. B. General'Project Description , 1. a. is this facility fee` exempt-ci , town„district, municipal housing authority, owner-occupied Instructions residence of four units or less?Lj Yes,, [D No,_ ` 1.All sections of b. Provide blanket decal number if applicable: Blanket decal Number this form must be completed in order to comply with the 2• Facility Information: =°Environmenta DESIGNER SHOE WAREHOUSE ; .Environmental - ` - Protection' ' : a.Name notification FESTIVAL AT HYANNIS;1070'ROUTE132 requirements of b.Address - 310 CMR 7.09 e H annis - MA 02601' c.Citvrrown tl State e.Zip Code . ` 7-7 5' 6148721797: " ` n sgodak@dswinc.com f.Tele hone Number area code and extension E-mail Address(optional) 10984.. 1 h.Size of Facility in Square Feet f i.Number of Floors ;T f. ;j:Was the facility builfprior to 1980? s ❑:•Yes ❑ No, K k. Describe the current or prior use of.the facility MERCANTILE SPACE. PROJECT TO DEMO INTERIOR. L,Is the facility.a residential facility? °` E Yes' 0✓ 'No , m. If yes, how many units? o , Number of Units ' 3:. FacilityOwner �N KIMCO.REALTY 10 a.Name �0 2 NEWTON EXECUTIVE PARK, SUITE 100 - b.Address: , NEWTON 1 f MA 02462 Ci /ToWne.Zi o e 6179332823 tperron@kimcoreaity.com f.Telephone Number area code and extensi n .E-mail Addresss o tion I a .� TRACY RERRON`" " - r - . 11 Oii�_Q h.-Onsite Manager Name _ i♦ ag06.doc•10/02 - ., . ' BWP AQ 06'.-Page 1 of 3 M• ' - - e i - Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality 111001IN234 BWP AQ 06 Decal Number' �. Notification Prior to Construction,or Demolition ' General Statement: If �B. General,4 �Description l tion Pr oject Descri //Cont. ' asbestos is foundduring a Construction or 4. ' General Contractor: Demolition IDESCO PROFESSIONAL BUILDERS operation,all responsible parties a.Name -must comply with 1290 SOMERS ROAD 310 CMR 7.00, b.Address 7.09,7.15,and :. Chapter 21E of the ELLINGTON r CT "" A 66029 General Laws of c.Ci /Town ' :d.State e.Zip Code the commonwealth. 18608707070 banderson@descopro.com This would include, f.Tele hone Number area code and extension .E-mail Address(optional) but would not be BOB ANDERSON ' limited to,filing an ". asbestos removal h.On-site Manager.Name r notification with the Department and/or r R, a notice of a release/threat of C. General Construction'or Demolition Description release of a F hazardous . *y .,substance to t the' 1. Department, Construction or demolition contractor:-, applicable. IDESCO PROFESSIONAL BUILDERS ' a.Name r e 290 SOMERS ROAD, b.Address ELLINGTON,.. r '. Y CT 06029., c.CitvfTown d.State e.Zip Code 8608707070 , . = ' . banderson@descopro.com f.Telephone Number(area code andextension) g.E-mail Address(optional) BOB ANDERSON1' r h.On-site Manager Name 2.- On-Site Supervisor: < Y TO BE DETERMINED 7 y On-Site Supervisor Name 4 3. is the entire facility to be demolished? F Yes ' ✓� No .� �N - a =O 4.' Describe the area(s)to be demolished: r �o INT. PARTITIONS, FIXTURES, EXT. STOREFRONT, DOORS �° - - _° 5., If thi"is a construction project,_describe the building(s)or addition(s)to'.be constructed: NO BUILDING CONSTRUCTION. INTERIOR TENANT FIT OUT �' } w .; .w .. , �Q " ag06.doc•10/02 ' *` BWP AQ 06 'Page 2 of 3 1 Fn Massachusetts Department of Environmental Protection ;y Bureau of Waste Prevention •Air Quality ' ' 100192234 B W P AQ O 6. y�r .- Decal Number 1• - t r Notification Prior to Construction,or Demolition'.,pl a j C. General Construction or Demolition Description (cont.)` 6. a. if this is a demolition project, were the structures)surveyed for the.presence of asbestos containing material (ACM)? r;4. 4 ,, 1 If yes,,who conducted the survey. JJ b.Survevor Name' c.Division of Occupational.Safety Certification Number' g 2/3/2014 5/1/2014 7.-Construction or Demolition: ` a.,Start Date(mm/dd/yyyy) b. End Date(mm/dd/yyyy) + " n 8., a. For dernolition-and construction projects, indicate dust suppression'techniques to be used:, ' p ' •f •❑ seeding- r❑- paving �. � -" •r-, • ..3� : ,, b.1f other, please specify: • ❑ wetting '❑✓ shrouding ',❑ covering, ❑ other r, M Tt . i 9.- For.Emergency,Demolition Operations,who is theDEP official who evaluated the emergency? a.Name of DEP Official b.Title h „ c.Date mm/dd/ of Authorization I r d.DEP Waiver Number D. Certification I certify that I have exarnined the JADDISON GOODELL =o above and that tdthe tiest'of my a.Print Name • • � - •..� �o knowledge it is true and complete. ADDISON GOODELL Y ` 'The signature below subjects the 7b.Authorized Signature �N signer to the general statutes PROJECT MANAGER regarding a false and misleading c.Positioni i Me - =o statement(s): DAVIS WINCE LTD ARCHITECTURE ., d.Re resentin 1/21/2014 ! �co 8 r e.Date(mm/dd/YYYy) ag06.doc•10/02 { , t. ,F;„ BWP•AQ 06•;Page 3 of 3;�; IN s f { I I 80'-3" 16'-82„ IDSW DD ENGNER SHOE W%AREHOM�S ELEVATION SCALEF,-a 1/8" = 1 , _ I I CO I I SIGNAGE' AREA = 77 SQ FT SW r7 I D SnN E DD ED h ' � a US I CHANNEL LETTERS 1 SCALEa 1/2" = 1 ' 1 01 EWM 2 18 14 42 14.25 ADDED Tom; _ REVISION oo I EWM 1 2 14 1a 1 ORIGINAL ISSUE CHANNEL LETTERS — 36/12.25 REVISION I XX I INTL I DATE I DESCRIPTION CLIENT: ' DSW THIS IS AN ORIGINAL UNPUBLISHED DESIGN CREATED BY LOCATION: c SIGNINNOVATION. IT IS SUBMITTED TO OUR CLIENT FOR USE IN 2951 6 — HYANNIS, MA CONNECTION WfiH A PROJECT BEING PLANNED BY SIGNINNOVATION. ALL PARTS OF THIS DRAWING do DESIGN, EXCEPT REGISTERED TRADEMARKS, 11V a PATH: REMAIN THE PROPERTY OF SIGNINNOVATION do ARE NOT TO BE COPIED \\DB\Nat ACCtS\DSW\LOC\29516 — HYANNIS, MA\2014 OR REPRODUCED OR SHARED WITH ANY THIRD PARTY WITHOUT EXPRESS 514 GERMAN STREET — HARMONY. PA 16037 _ WRRTEN CONSENT OF SIGNINNOVATION. 724-452-8699 PHONE 724-452-8629 FAX BY: SIZE SHEET 1 OF 3 WWW.SIGNINNOVATKIN.COM DRN MARK WOOD B .:GENERAL NOTES SYMBOLS , .... DRAWING INDEX N o r r� I: DO NOT SCALE DRAWINGS. IFDIMENSIONS CANNOT BE OBTAINED : �: _ i 5 E�ET - SHEET TITLE - REV. p; y - BASED ON DRAWING INFORMATION,CONSULT THE ARCHITECT. X TTL TITLE SHEET. 0 w ALTERATIONS TO WORK PUT IN PLACE AS A.RESULT. OF SCALING ELEVATION t° ._ DRAWINGS WILL NOT BE REIMBURSED. 0; AI 1 EXISTING CONDITIONS/DEMOLITION PLAN - 'O a DSWi o AI.2 NEW WORK PLANS AND DETAILS 0 2. PROMPTLY REPORT TO THE ARCHITECT ANT ERRORS, r ;; ,, SECTION: �_ A5.1�SPECIFICATIONS - 0: INCONSISTENCIES OR OMISSIONS;DISCOVERED BY OR MADE KNOWN X AS'.2 SPECIFICATIONS O SLI 5 TO THE CONTRACTOR, INCLUDING DISCREPANCIES BETWEEN FIELD C C /\/''��N R SHOE pCC TRUCTURAL PLANS AND DETAILS O CONDITIONS AND:DRAWINGS, BEFORE PROCEEDING,WITH THE WORK. DESIV� \E,`1 WAREHO.�,JL® ;PI.O PLUMBING DEMOLITION PLAN - _0 SECTION SECTION DETAIL NL0 MECHANICAL DEMOLITION PLAN 0 X 3. DIMENSIONS.ON FLOOR PLANS ARE TO FACE OF GYP. BD. U.N.O. .. .. .EI.O ELECTRICAL DEMOLITION PLAN : .O 4. PERFORM ALL WORK IN STRICT COMPLIANCE WITH ALL GOVERNING STORE # 29516 `"• : CODES AND STANDARDS:INCLUDING THE AMERICANS WITH.: - - .. PLAN DETAIL -- x i DISABILITIES ACT*AND ALL,LOCAL ACCESSIBILITY AND ENERGY - INTERIOR DEMOLITION SET •- - - - CODE REQUIREMENTS: 1 ' 5. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH.A RATING OF NOT REVIS ON SYMBOL p r I V C ATE . LESS THAN 2—A OR 2—A/IOBC AS REQUIRED BY THE FIRE. - FESTIVAL '.AT I� 1 A N N I V : DOOR TAG - O DEPARTMENT DURING ALL PHASES:OF:CONSTRUCTION. : - .. WORK PO _ A F 7 ROUTE /�(^/ T 6. SEPARATE DISSIMILAR METALS TO PREVENT CORROSION AS 1.O / O RO U T E 1 V L _. - RECOMMENDED B1':TyE RESPECTIVE PRODUCT MANUFACTURER. GRIDTAG - 3 - //� 7. PATCH AND MILLWORK IN ACCESSORIES SO IEDF PANEAREAS A D FOCA S. O EDGE :_, HYAN N'I� M� OL6O 1 PARTITION TAG - :: TRIM AT MILLWORK IN ACCESSORIES AREAS AND FOCALS:.OTHER - FASTENERS MAY REMAIN EXP05ED: CEILING HEIGHT:SYMBOL ABBREVIATIONS CODE INFORMATION FIN15H SYMBOL ... .. .. -ROOM NUMBER 8 AND :DIM: DIMENSION KIT. KITCHEN O.T. QUARRY TILE SCOPE OF WORK: ROOM :. :. :. :. OM ._ @ � ,AT DN... DOWN _ : L. LONG OTY. QUANTITY. DEMOLITION OF PRIOR TENANT FURNISHING AND FIXTURES IN - ... .. " A.B.� ANCHOR BOLT.. � DR. � DOOR � LAM. LAMINATE- R. _ RISE(R) � EXISTING MERCANTILE SPACE.. SCOPE OF WORK IS TO REMOVE ALL - ABV. ABOVE �_ . D.S. - DOWNSPOUT; LAV_. LAVATORY RAD._ RADIUS EXISTING PARTITIONS, EQUIPMENT, LIGHTING, POWER, HVAC, :. KEY PLAN - - A.C:I, AMERICAN CONCRETE DTL. DETAIL: , LKR.: LOCKER R:C.P. :REFLECTED CEILING PLUMBING, ETC. NEW SERVICE AND EXIT DOORS TO BE INSTALLED - - INSTITUTE DWG. �-DRAWING(S): ILL. LANDLORD PLAN - IN REAR.ELEVATION. EXISTING STOREFRONT:DOORS TO BE ��• �=_-.:.- "� - ACOUS. ACOUSTIC .DWR. DRAWER :_ L.L.P. LONG LEG HORIZONTAL R.D. ROOF DRAIN REMOVED AND DEMOLITION COMPLETED AT LOCATION FOR NEW FESTIVAL AT 14YANNIS - AC'.T'. - ACOUSTICAL TILE .EA.:. EACH -:- L:L.V. LONG LEG VERTICAL.:" :: REF. REFERENCE . TEMPO,RARY POWER AND LIGHTING TO BE STORE ENTRY A/C: -AIR CONDITIONING : :EG.- EXTERIOR GRADE : : L:V.L. LAMINATED VENEER : : REEL. REFLECTIVE : INSTALLED. DEMOLITION'DOCUMENTS TO BE FOLLOWED BY .. HYAN 01;�1(T - 1070 ROUTE I HIS, MA-026 A.D.A. AMERICANS WITH EGB. EDGE BAND:- - LUMBER REFR. REFRIGERATOR CONSTRUCTION DOCUMENTS FOR NEW TENANT FIT OUT. 11�I$ uu� 'i W 2�:a DISABILITIES.ACT EL.,ELEV. ELEVATION MAX. MAXIMUM REINF. REINFORCING, n'7I- `,.1 s ,- .. O [z] ADDL. ADDITIONAL,: ELEC. ELECTRIC(AL) MCG: METAL CORNER GUARD REINFORCEMENT APPLICABLE CODES: 'eP l �__ t/] - ... - ADJ.. ADJUSTABLE' ENGR. ENGINEER' MECN, MECHANICAL ... REM. REMOVE(D)(ABLE) BUILDING CODE: MA STATE BUILDING CODE-8TH ED 0' A.F.F. ABOVE FINISH FLOOR :E.P. ELECTRICAL PANEL MEMB. MEMBRANE : : REO'D. REQUIRED PLUMBING CODE: MA STATE PLUMBING CODE ./'yie RESIL. RESILIENT. .. AGGR. -AGGREGATE - ,EQ.' EQUAL MEZZ. MEZZANINE _; : ELECTRICAL CODE:MA STATE ELECTRICAL:CODE AL'. 'ALUMINUM :EOPT.. EQUIPMENT MGR. MANAGER - MECHANICAL CODE::MA STATE MECHANICAL CODE .J ". REV. REVISION(5), REVISED- I {„r•ec { � 1HOIBI 11101111111fIBIWBiN a ALT. ALTERNATE.' : EVTR.: ELEVATOR : MFR. MANUFACTURER RM. ROOM ENERGY CODE: 200q INTERNATIONAL ENERGY CONS. CODE: - +�'� :'HBIIk111110�111111®I`NIIBI `h O �. r - - A.N.S.I. AMERICAN NATIONAL E.W.C. .ELECTRIC WATER M.H:. -MANHOLE: ACCESSIBILITY: MA ACCE551BILITY CODE _ RND. ROUND r.. (Ej: EXISTING MIR, MIRROR BUILDING DESCRIPTION: 11f1 `' N STANDARDS INSTITUTE COOLER MIN:: MINIMUM R:0. ROUGH OPENING - 0�tiT J3.wtlluomlltn:IlRnw APPROX.APPROXIMATE - __ R.T.U. ROOF TOP UNIT -. Lu - - .. : ARCH...ARCHITECT(URAL) _ :EXIST. EXISTING MISC. MISCELLANEOUS SAN. SANITARY USE GROUP: Z - A S.H.R.A.E. AMERICAN SOCIETY EXP.- EXPANSION : : M.O. MASONRY OPENING - S.C. SOLID CORE CONSTRUCTION TYPE: IIB -- - _ `� _ t\ 0 ee. . .. _ OF HEATING, EXPO. , EXPOSED MTD. MOUNTED SCH.. SCHEDULE - - ... - ""�\ N REFRIGERATION 8 AIR EXT.. EXTERIOR - MTL. METAL 0 p SECT. SECTION CONDITIONING ENGINEERS F.A. FIRE ALARM MILL.: MULLION S.F. SQUARE FEET/FOOTAGE AREA CALCULATIONS: S T �A A.S.T.M.AMERICAN SOCIETY FOR F.D. FLOOR DRAIN (N) NEW: ' SHY. SHEET GRO55 AREA: _IO,g84 50. FL LOCATION ION MAP TESTING 4 MATERIALS .FDN. FOUNDATION N. NORTH : 51M. SIMILAR - - ' BLDG.:-BUILDING F:E.:: FIRE EXTINGUISHER' N:E.C. NATIONAL ELECTRICAL" :: S.J. SAW JOINT - PRELIMINARY AREA:OCCUPANCY LOAD:BILK. BLOCK(ING) :F.E.C. FIRE EXTINGUISHER : : - CODE SLD. SUR. SOLID SURFACE : - - `f`s.i. - 10 g84/30 367 -: B.M. BENCH MARK':- CABINET - - N.E_M A.NATIONAL ELECTRICAL SPEC. SPECIFICATION(5) EGRESS. - SM. BEAM FIN. FINISH ED MANUFACTURERS - .., -. .. .: ( ) SQ. � SQUARE EXITS:REQUIRED: .. B.A. BULL NOSE'.: FIXT. FIXTURE. �. : ASSOCIATION 5:5. STAINLESS STEELPROVIDED: ti -. B.O. BOTTOM OF _ FL. - FLOOR(ING) - N.F.P.A. NATIONAL FIRE .. STD. STANDARD EXITS - EGRESS WIDTH REQUIRED: 367 X 0.15 56 INCHES - BOT. ,BOTTOM : :FLUOR. FLUORESCENT : : PROTECTION : - STL. STEEL EGRESS 6 4 CHE �'F BRG. BEARING F.O. FACE OF ASSOCIATION, STOR. STORAGE: W + �� +" a WIDTH PROVIDED: q" 6" + 34' .14q dN 5 »a :FR. - FRAME N:I.C. NOT IN CONTRACT. -" t �•n B.T.U. BRITISH THERMAL UNIT STRL. STRUCTURAL ' , : T4� £ CAB. CABINET F.R.C. FIBERGLASS: NO.;# NUMBER SUP. SUPPLIED PLUMBING FIXTURES! r A'._ £ TO BE DETERMINED WITH:CONSTRUCTION DOCUMENTS 'r� �- • C.B. CATCH BASIN .REINFORCED PLASTIC NOM.. -NOMINAL SUSP. .SUSPENDED - C.C. CENTER TOOENTER F.R.T. FIRE RETARDANT .. N.T.S. NOT TO SCALE T; TREAD CENT. . CENTER TREATED - 0/ OVER : + -: TSG TONGUE S GROOVE f - - - r:::i: �' i'• - CERM. CERAMIC :FT., (') FEET/FOOT : ::. O/A OVERALL T.G. TEMPERED GLAZING DEFERRED SUBMITTALS:- _ 132 r E'� ,, -• C.L. .,CORNER GUARD : :FTG._ FOOTING : O:C. ON CENTER : : T.B.D. TO BE DETERMINED 1. FIRE SPRINKLER SYSTEM _T W ycj THE ENTIRE AREA OF THE STORE 15 FULLY SPRINKERED. 'THE ~. C.I. - CAST IRON ... 'FURR. . FURRED/FURRING - O:D. OUTSIDE DIAMETER - TEL. TELEPHONE - C.I.P. CAST IN PLACE. GA. : GAUGE : OFF. OFFICE TEMP. TEMPERED SPRINKLER SYSTEM 15 TO REMAIN FUNCTIDNAL IN THE EXISTING CIRC. CIRCUIT: GALV. GALVANIZED- OP.H. OPPOSITE HAND THK. THICK CONFIGURATION DURING THE DEMOLITION WORK. ♦.C.A. CONTROL JOINT G.A. GENERAL CONTRACTOR OPNG. OPENING T.O. TOP OF - ` - a,^,'� x CLG. CEILING :GL.: GLASS OPP. OPPOSITE : T.S. TUBE STEEL- THE EXISTING SYSTEM.WILL BE RECONFIGURED:SA5ED UPON-THE ~„ m - C.L., C CENTER LINE - 'GND.: GROUND 0.5.B. ORIENTED STRAND :: TYP. TYPICAL : NEW STORE PLAN FIRE PROTECTION PLANS FOR THE REVISED CLKG. CAULKING : GR. -GRADE - BOARD .: I.B.G. INTERNATIONAL CONFIGURATION WILL:BE SUBMITTED UNDER SEPARATE COVER FOR ®�� PROJECT DIRECTORY CLR. CLEAR �, �� G.W.B. GYPSUM WALL BOARD P.J. PANEL JOINT � � BUILDING CODE APPROVAL IN CONJUNCTION WITH THE CONSTRUCTION DOCUMENTS. CNTR. COUNTER :: H. HIGH PL PLATE U.L. UNDERWRITERS FOR THE NEW TENANT FIT OUT. C.O. CLEAN OUT,.., H.A. HOSE BIBB P.LAM. PLASTIC LAMINATE -LABORATORY - .: ".' OWNER ARCHITECT COL, COLUMN H.B. HANDICAPPED PLAS. PLASTER _ U.N.O. UNLESS NOTED 2. FIRE ALARM SYSTEM : �� DSW : DAVIS WINCE ARCHITECTURE - CONIC. CONCRETE : :HDWD. HARDWOOD P.L.F. POUNDS PER LINEAR:. OTHERWISE THE STORE HAS AN EXISTING FIRE ALARM SYSTEM THAT WILL 810 DSW;DRIVE 1466:MANNING:PARK14AY CONN. CONNECTION - HDWR. HARDWARE FOOT V.G.T. VINYL COMPOSITE:TILE• REMAIN FUNCTIONAL DURING:DEMOLITION. I COLUMBUS, OH 43219 COLUMBUS, OH 43065 I CONST. CONSTRUCTION :HGT_ HEIGHT PLUMB. PLUMBING VERT. VERTICAL , - - v - STORE PLANNING CONTACTS: (614)-785-0505- o CONT. CONTINUOUS OR N.M. HOLLOW METAL PLYWD. PLYWOOD V.I.F. VERIFY IN FIELD THE EXISTING SYSTEM WILL'BE RECONFIGURED BASED UPON THE ._ ATTN: ADDISON GOODELL' �J - PNL. PANEL NEW STORE PLAN. FIRE PROTECTION PLANS,FOR THE REVISED: PROJECT COORD: STEVE GODAK CONTINUE :" :: HORIZ. .HORIZONTAL W. WIDE: 614 872-17g7 O CONTR. CONTRACTOR: HVAC :HEATING,VENTILATING, POL.: POLISHED W/ :WITH CONFIGURATION WILL BE SUBMITTED UNDER'SEPARATE COVER FOR ( ) : - M.E.P. ENGINEER 4 AIR CONDITIONING PR. PAIR W/0 WITHOUT APPROVAL IN CONJUNCTION WITH THE CONSTRUCTION DOCUMENTS PROJECT MGR: RICH STURZEL M ENGINEERING CORR.- COORDINATE - '' CORR.. INSIDE DIAMETER PROJ. PROJECT � :- � W.C. WATER CLOSET FOR THE NEW.TENANT FIT OUT. (413) 499-0654 - 750 BROOKSEDGE BLVD. CORRIDOR - 1-D.:.. H P.S.F. POUNDS PER.SQUARE: ND, WOOD : : a DESIGNER: HANNAH FITCH WESTERVILLE,:OH:43081 - C.T. CERAMIC TILE :IN.,,O INC : .. 614 872-1775 : : - D.' DEEP. INFO. INFORMATION FOOT KIDS. WOOD BASE ' 3. EXTERIOR SIGNAGE ( ) (614) BSq-4639 DBL. DOUBLE P.S.I. POUNDS PER SQUARE W.H. WATER HEATER TO BE SUBMITTED UNDER SEPARATE COVER IN CONJUNCTION WITH PROPERTY MANAGER ATTN: GREG HOUSE. EE INST. INSULATION). CONSTRUCTION DOCUMENTS.FOR TENANT-FIT-OUT. ARCHJOBEN:.@o 1011bBC DEPT. DEPARTMENT INCH:- W.O. -WHERE:OCCURS TRACY PERRON - INSUL. :INSULATION, INSULATED PT. POINT D.F. DRINKING FOUNTAIN WT. WEIGHT :2 NEWTON EXECUTIVE PARK - NT. INTERIOR DRAWING NUMBER: DIA,"o DIAMETER .JAN. JANITOR : PTD. PAINTED) W,W,F. WELDED.WIRE FABRIC SUITE 100 - DIAG: ::DIAGONAL JT.:: JOINT PTN. PARTITION W.W.M. WELDED WIRE MESH ': NEWTON,MA 02462 P.TRTD.PRESSURE TREATED (617) q33-2823: �' � � � - . :TTL --------------------'-- ______—` : :. : - : A; THIS SECTION 15 INCLUDED FOR GENERAL CONTRACTOR REFERENCE AND'DESCRIBES ... : WORK TO BE PERFORMED BY GENERAL CONTRACTOR(G.C.)ON AN'AS NEEDED' BASIS. I � :' " B. G.C.TO ORDINATE THE DISCONNECTION AND CAPPING OF ANT UTILITIES WITH Z I Is 2 - gg�I LANDLORD'S FIELD REPRESENTATIVE. N .. ♦ 15: :. :.. .. - s7y I IN ORDER TO CAUSE THE LEAST AMOUNT ON INCONVENIENCE,G.C.IS TO � N COORDINATE WITH THE LANDLORD AND TENANTS OF ALL ADJACENT SPACES A - :: CONVENIENT TIME TO PERFORM WORK,(IF REQUIRED). G.C.15 TO PROVIDE AND 1 ° z3 I q- - INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS. TEMPORARY LIGTING,,. - I I f - - --- -II 7 I�I � II TYP AND ALL SAFETY DEVICES LANDLORD REQUIRE ENTS.IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND s `g •/q� SLAB, _ -- I v/, za .�� JL.� .F DEMISING WALLS I AND FOR DECK PRIOR TO THE ECOMMENCEMIE T"OFFNEWR p : AB 0 O ... < F - - CONSTRUCTION. G.C.IS t0 COORDINATE'ROOF WORK'REQUIREMENTS WITH - . — z° q x] ,�. .. - , ., REPAIR AND RI IEVEL EXISTING FLOOR SLAB MING ANY DAND INFORM TENANT ALL ROOF WORK, G(OWNER)OF ANY .. :.: : TYP. ( C °, IJ I r_--, TYP. _ _ _ _ _ SEVERE IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. ... I, 1 „ :TMP' E. G.C.15 TO EXERCISE EXTREME CARE DURING CONSTRUCTION 50 AS NOT TO DAMAGE - .. _ OR DISRUPT ALL UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THI5 .: 2e 1 u I m - SPACE TO.SERVICE OTHER TENANTS. G.C.WILL BEAR SOLE RESPONSIBILITY OF ANY .. ... .. .. 5_. ze 1 / a_ _ UCH DISRUPTION OR DAMAGE. .. - 2B : .. .TYP. S s .. s - G C IS TO ERECT CONSTRUCTION BARRICADES AND DEBRIS/DUST S E - 7 F. REQUIRED TO MAINTAIN SITE SECURITY. LANDLORD'S FIELDCR EN _ . .... m 2B II\.117 REPRESENTATIVEE F WORK. 29 _ - �,J, G. G.C.I5 TO NOTIFY TENANT T IMMEDIATELY OFANY SEVERE DISCREPANCIES OR .. Q,,, 2s .1 .. .. .. IRREGULARITIES DISCOVERED WHICH MIGHT AFFECT THE CURRENT DESIGN. G.C.IS .. .. + �. B ^ .. r_,2e # ;y�� _ - i0 PAT SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING _ - ELEVATION MECHANICAL DUCTWORK AND L GHTING v - - CC � 1 K, �. n .. - - H_: G C.IS i0 CUT ALL NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND u _ _ _ - REPAIR,WHERE NECESSARY. AFTER CUTTING IN 50 FAR AS POSSIBLE ALL I� F-11 r; l REMOVE FIRST LAYER OF .. ' PROTRUSIONS,MARKS,CRACKS,OR OTHER EVIDENCE OF DAMAGED,DEFICIENT OR: .. : g�-, II �� r ==�-n ' I L -J GYP.BD,RUNNING UP TO: , UNSAFE CONDITION,ANY PARTS WHICH ARE SPLIT,CRACKED,SPALLED,CHIPPED, -K' TYP. JI --J •I: LJ IV-0". .PATCH AND REPAIR BROKE,MISSING,OUT OF LINE OR ADJUSTMENT MECHANICALLY OR STRUCTURALLY L �.� - LATER UNDERNEATH TO BE - UNSAFE OR UNSOUND,E BENT,TORN,OR OTHERWISE DEFICIENT OR INJURED IN ANY REMOVE FIRST LAYER OF xe f-----r `TP. MANNER SHALL BE.R MOVE,REPLACED,REPAIRED.OR RESTORED SATISFACTORILY xJ .. GYP.BD.RUNNING UP TO ,\ Lj r -' :1: G.C.IS RESPONSIBLE FOR CONSTRUCTION MANAGER AND OR LANDLORD REP..-i � AS DIRECTED B7 TENANT ,.•, .. L--- J I TYP... I I REUSED,:. ��_ _ ° , 1 REMOVING OR RECYCLING ALL DEMOL15WED ITEMS,: T 10'0' PATCH AND REPAIR '' - LATER UNDERNEATH TO BE: : - J DEBRIS,ETC.FROM SITE. G.C.15 RESPONSIBLE FOR PROPERLT DISPOSING OF ALL REUSED,TYP. '�. !y�--- --- - - - _ ITEMS ACCORDING TO ANY APPLICABLE LOCAL OR STATE ORDINANCES. wq. K. G.C. 5 EXAMINE THE EXISTING TO REMAIN OVERHEAD UULITI WORK AND/OR STRUCTURE. AND ESS THE ANNED MEN TY LINES, CT HER 2 I CONSTRU�IONSAND NOTIFY THE ARCHITECTI EGARDING ANY WPOTETALCONFLICTS - ' _ 22 : 11 1 - .II 2] -- WITH THE REQUIRED CLEARANCE FOR THE CEILING/LIGHTING DESIGN. .: P.. I I 1 1. :11 I x2 -- .. .. .. .. TYP II - 1 II II PREPARE EXISTING FLOOR SLAB C RECEIVE NEW FL FINISH MATERIALS,AS U RECOMMENDATIONS, II 1 1 - M. TENANTS G.CETOM VERIFY EXTERIOR BARRICADE REQUIREMENTS WITH LANDLORD ® II � _ .... _ .. PROD.n R. SUBMITTAL.COORDINATE TENANT P INSTALLATION DS JJ I � 1 .. ��ppV _ J PRIOR TO:BID S TTAL C HATE TE T'GRAPHIC'I ALLATION WITH W N ` V L _JJ :II .. II - - N: DUST AND CLEAN ALL STRUCTURE,:DUCT WORK,HVAC GRILLS,LAMPS,AND CEILING O y U _ II L MOUNTED EQUIPMENT UPON COMPLETION OF WORK. - = O Lu :. _JIB :. II -- 31 I Ir- n Xi (� LLJ .. .. TYP. II ' to I II 'II II I to II II I W II II - 2 II TYP. II .. 10 I U ail y' .. _. I U 7 I I .. .. I .. .. .. - ------ .: .. .. - .. :..: .. 1 I - _----T--_ ------ z —— —___ — — . L NORTH .. .. ... z _ o W EXISTING CONDITIONS]DEMOLITION PLAN. ITEMS ARE TO REMAIN UNLESS NOTED OTHERWISE . cJ .. 6' 16' 24' NOT TO SCALE F GENERAL NOTES U B � FLOOR :. .. :.13. NOT USED. 24..NOT.USED. .,. .. .. ... .. .. I, REMOVE AND DISPOSE OF EXISTING TILE t BASE IN THIS AREA, ; _ ; PREPARE FLOOR TO RECEIVE NEW FINISHES. DOORS t STOREFRONT 75.NOT USED. R®® 2. PREPARE FLOOR TO RECEIVE NEW FINISH 14. REMOVE EXISTING DOOR,FRAME,t HARDWARE. : ELECTRICAL 3. NOT USED. 16. NOT USED 26. NOT USED. - : - V ``•• 4. NOT USED. :. : .. 16. NOT USED 27..NOT USED. 'H% LLS t PARTITIONS .. :.: _ _ .. PLUMBING .. .. .. w 17. REMOVE!DISPOSE OF ALL EXISTING BUFFET FURNITURE- - 5. REMOVE EXISTING 4'CMU PARTITION. COUNTERS,TABLES,SEATING AND BOOTHS. 25.REMOVE!DISPOSE OF ALL EXISTING PLUMBING FIXTURES. - ""' - �+ NOTE:THE SCOPE OF:WORK FOR DEMOLITION OF ITEMS LOCATED ON 7 C J 6. REMOVE EXISTING 6'CMU PARTITION. I8..REMOVE/DISPOSE EXISTING FREEZER OR.REFRIGERATOR. 29. NOT USED. - THE ROOF.AND ROOF REPAIR IS TO BE DETERMINED BETWEEN DEW 7. REMOVE EXISTING 8'CMU PARTITION. - 19. REMOVE l DISPOSE GLAZING AND SILL. ; - 30. NOT.USED. _ AND .C WITH DEW PROJECT MA • " SPECIAL CONDITIONS/MISC: " LANDLORD COORDINATE W MANAGER. 8. REMOVE EXISTING 12":CMU PARTITION. - � � :20. NOT USED. � '' - .. - - - o - R. REMOVE EXISTING FULL HEIGHT 3I.'Nor USED. ,EXISTING PARTITION TO REMAIN .GYP.BD.PARTITION, 21. NOT USED. - - ,Y, 10, REMOVE EXISTING PARTIAL HEIGHT GYP BD.PARTITION. - CEILING 32.DEMOLISH EXISTING RAMP AREA OF SIDEWALK. EXISTING MASONRY PARTITION TO REMAIN -, II. REMOVE t DISPOSE OF ALL EXISTING BATHROOM PARTITIONS. 22. REMOVE REPLACE EXISTING LIGHT FIXTURES IN TNI5'AREA,_ sawcsnen. TYP.ALL SPACE. ___= EXISTING CONSTRUCTION TO BE REMOVED ""° °. a./ 12. PORTION:OF MASONRY WALL TO BE REMOVED TO ALLOW FOR _ - ARCH JOB IF 2OI)•69C NEW DOUBLE DOORS.:REFER:TO 5-1. '23. REMOVE t DISPOSE EXISTING ACT TILES AND CEILING GRID,TYP.. .. A, ALL SPACE. - - .. : -- DRAWING NUMBER: CODED NOTES A�■ "DTTQSOALE . E PARTITION LEGEND NOT TO SCALE M.1 A iii 1111i�� SET B I EXIT PANIC DEVICE WITH ALARM(VON MAIN GUARD-X:SERIES 2670) EXISTING DRYVIT BEST 7 PIN cone COMPATIBLE w/.cruNDER SOFFIT TO BE EXISTING DOOR TO BE REMOVED. EXISTING DOORS AND STOREFRONT TO BE LEASE LINE o 1-1/2 PR HEAVY DUTY BUTTS WAGER'BB,127q 4.6 X 4.5, US 26D w I CLOSER, LCN SMOOTHEE 4640, ALUM.'. REMOVED TO EXPOSE TEMPORARILY INFILL WITH 6" 20 GAUGE : REMOVED.: INFILL AREA WITH* 20 GAUGE o' ti I SET WEATWERSTRIPPING, WAGER eg25A v-e4(EXTERIOR DOORS ONLY) BRICK FACE BEHIND MTL. STUDS 3/4" CDX PLYWOOD ON MTL. STUDS WITH 3/4" CDX. PLYWOOD ON W I DRIP CAP:WAGER 8IOSA-3FT (EXTERIOR DOORS ONLY) a I THRESHOLD, WAGER 5205A V-3FT (EXTERN DOORS ONLY) EXISTING BRICK EXTERIOR SIDE. SMOOTP-SIDE TO FACE EXTERIOR SIDE.:.SMOOTH SIDE TO FACE o I DOOR SWEEP:WAGER 7705A N-3FT(EXTERIOR DooRs ONLY) WALL FACE EXTERIOR PRIME AND PAINT. EXTERIOR PRIME AND PAINT; S� I KICKPLATE: ROCKWOOD B'z34'z.050, U526D N - ------- ---------------- ------ - ---=- --- - ----- ----- ------- ---- -------- --- ------------------------- ---- ------- .: SET --_ _ .. ._ __ _ ______ __ _______ ____ __ ___ ___ _______ _______ ____ _ __ .. . .. O _____ _ _ __ _ ____ _ _ _____ _____ _ _ FF I EXIT PANIC DEVICE WITH ALARM(VON DUPR(N'GUARD-X SERIES 2670) - LEASE LINE-, - - - - ' BEST 7 PIN CORE.COMPATIBLEr - 3 PR HEAVY DUTY BUTTS WAGER BB 127q 4.6 X 4.5,:US 26D - - -- -- -- - I CLOSER, LCN SMOOT14 EE'4040, ALUM. . - - - li II li 2 SETS WEATWER5TRIPPING, WAGER 8925A V-84 (EXTERIOR DOORS - - ONLY) .--- 2 DRIP GAPS:WAGER BIOSA-3FT(EXTERIOR.DOORS ONLY), 2 THRESHOLDS, WAGER 5205A V-3FT(EXTERIOR DOORS ONLY) 2 DOOR SWEEPS: HAGER 7705A N-3FT(EXTERIOR DOORS ONLY) _ I DOOR VIEWER:TACO TA331OPC(MOUNT AT V-O'AFF) 2 KICKPLATES: ROCKWOOD 8'44'z.050, U526D EXIS ING BLOCK 2 WOE JAM LOCKS, I TOP AND I BOTTOM: WALL BASE 7'-8" : EXISTING' 1/2" . II III II.. -5 1/2 -55'-6" 3-4 2-S I/ 3-4 3 9 1/4 I PASSAGE SET SCHLAGEALBOBD STOREROOM LOCK, SATURN T-STRIKE CONTROL JOINT p ... (ALWAYS LOCKED ON:EXTERIOR SIDE, UNLOCKED INTERIOR); BEST 7-PIN 7VI_Gil - COMPATIBLE _ . . EXISTING 3 PR HEAVY DUTY BUTTS LAGER BB.1279 4.5 X 4.5, US 26D: :. CONCRETE:WALK - - aosER; LCN sMoorHEE 4040, ALUM. REMOVE ALL EXISTING STOREFRONT IN THIS WINDOW. DEMOLISH SILL FOR 2 SETS WEATHERSTRIPPING, WAGER 8925A V-64 (EXTERIOR DOORS : : EXISTING 8"x8" J FUTURE NEW DOORS.G INFILL ENEW:DOOR:OPENING WITH G" METAL:STUDS AND ONLY) WALL HYDRANT 3/4" CDX PLYWOOD AND INSTALL PAIR OF H.M. DOORS AND FRAME, TYPE 2B 2 DRIP CAPS: PAGER BIOSA-3FT (EXTERIOR DOORS.ONLY): IN OPENING. INFILL REMAINING WINDOW OPENING SIMILAR TO OTHER AREAS. 2 SLIDE JAM LOCKS,-I:TOP AND I BOTTOM . _ DOOR HARDWARE NOT TO G EXTERIOR DEMO ELEVATION z C 4 2 W 2 211 2" 4 .. EXISTING CMVq. - . � � .. ._ BACKER.ROD AND:. - .. .. - .. .. .. w SEALANT, TYP BOTH ;.. .... .... ONE WAY . ::. SIDES _ 's _. V_ - VIEWER _ j1 R . .-THROUGH WALL : .. O .... �� ... .FLASHING, .. .. :O) : - : 0 Lu - 3 WF LINTEL WITH BASE.. PLATE, REFER TO 51.1'' - n v (WHERE REQ o- j MASONRY INFILL a n. Ow TO MATCH CMU, o •:. ._,,...� : :.: TYP.BOTH SIDES 1BE WEEP AT.. - EXISTING OPE J �7� 4° 83KICKPLATE:- O .Z TUB O.C.611 MAX. .T0. NING EXISTING HEADER -STRUCTURE TO .. .. .... .. .. .. .. REMAIN ADD NEW LOCATION FINISH GLASS S AC VARIES NEW P.M. DOOR . '. INFILL MASONRY IF ARK SIZE LOC :ON TYP CONSTRUCTION: FI H G S FIRE LOCATION R FRAME W/DETAIL FRAME GROUT SOLID : : TING: FINISH w ,.. PAINT EXTERIOR REQUIRED TO COVER W. X H. X THK. � � � E DOOR� � FRAME : RA DW' ::. .. 2 H ... ,.. ., SIDE TO MATCH :• STRUCTURE. - 13/4 L - W.M. - - t F/AI - SURROUNDING 4'-0°X T-0':X DOCK/SERVICE B3 MT . PAINTED :, B, PTO. E .2 OTy IN NEW CMU 2A.. 3' 0°X '-0'X 13/4' DOCK/SERVICE J MTL.- A.M.. PAINTED B PTD. E t F/AL2 .. iNTO.EXISTING. MASONRY TEMPORARY 2B V-0'X 71-'O'X 1 3/4' FRONT ENTRY W MTL. - N.M. PAINTED. "- - B2 HOLLOW MTL. . .. DOORS DOOR HEADER DETAIL F DOOR SCHEDULE AND DETAIL "°TT°5`"`E m B 12" C U :NEW CONCRETE WALK TO MATCH EXISTING: PIN NEW WALK TO - - U BUILDING WITH.I/2" DOWEL DRILLED 6"�INTO;EXISTING SLAB AND 6" INTO:NEW CONCRETE. GREASE DOWEL ON EXISTING SIDE. USE .... EXISTING CMU. .. - PREMOLDED JOINT FILLER ON SIDES: AT EXIST.ING'BUILDING AND AT WALK A EDGE ON EACH SIDE... . TUBE STEEL POST WHERE . : . CJ :MORTAR NET. BLOK-FLASH FLASHING - REQUIRED, REFER T0:51.1 - - - '.. : .. .ON TOP OF BASE ®®RE.0 AIQCy/Q %'• NEW 12"CMU TO COVER GROUT;BASE COURSE A8.2 �O C •D , POST:, soup � Q- r*i m . .:. .. 0'_0" A.F.F. ---- _ --- .. .. :. _ T.O. EXISTING SLAB " "- ---- -- ----- SEALANT-BOTH SIDES, ... .. TYP: 2 F :.: NEW N.M. �R. - .. .. .. FRAME, GROUT SOLID ... .. .. .° '.'I .:. .. .... AND DETAILS SEE B/AI.2 FOR DOOR SCHEDULE .. ARCH JOB# 2(IL'ib9C . .. - DRAWING NUMBER:: DOOR JAMB DETAIL ° E REAR EXT. INFILL-SECTION D REAR EXT. WALL ENLA° 1z z RGED PLAN ° A Z AI TA9LE OF LnNTENTS S.WORK SEQUENCE: COORDINATE DEMOLITION SCHEDULE, OPERATIONS AND USE OF CONTAINERS BECOME FULL, DISPOSE AT OFF-SITE LOCATIONS ACCEPTABLE TO SECTION 01 70 00 - EXECUTION.AND CLOSEOUT REQUIREMENTS c DIVISION 00: PROCUREMENT AND.CONTRACTING REQ PREMISES WITH BUILDING MANAGEMENT. APPLICABLE AUTHORITIES.REQUIREMENTS PREMISES -CONTRACTOR USE OF PREMISES:-LIMITED TO AREAS INDICATED AND AS SPECIFIED; G.SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. 00.70 00 CONDITIONS OF THE CONTRACT (AIA A201-2007) LIMIT ACCESS TO THE PROJECT SITE AS DIRECTED BY OWNER, N. STORAGE: ON-SITE STORAGE TO AREAS WHERE.DIRECTED AND APPROVED.IN: QUALIFICATIONS; INSTALLERS SHALL HAVE MINIMUM FIVE YEARS o.. �. :.: ... ` 00 73 00: SUPPLEMENTARY CONDITIONS D.LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF WRITING SY OWNER. PROVIDE ADDITIONAL WEATHER-TIGHT, SECURED, OFF-SITE SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR �' RECOGNIZED ENGINEERING PRACTICES, LOCATE AND PROTECT CONTROL AND STORAGE IF REQUIRED. PROJECT, INDIVIDUALS IN TRAINING;UNDER DIRECT SUPERVISION OF EXPERIENCED +� rw- -- DIVISION 01: GENERAL REQUIREMENTS REFERENCE POINTS. . . . I. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR INSTALLERE:MAY BE EMPLOYED. 0I II 00 SUMMARY: WORK ' - l� - - E. REGULATORY REQUIREMENTS: COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS. DAMAGE CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. � B.EXAMINATION!:COMMENCEMENT OF PRODUCT INSTALLATION SIGNIFIES THAT THE 01.30 00 ADMINISTRATIVE REQUIREMENTS INFORM ARCHITECT IMMEDIATELY:OF ANY NON-CODE-COMPLYING CONDITIONS - .INSTALLER HAS EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR 01 40 00 QUALITY REQUIREMENTS OBSERVED OR NOTED. COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER 01 50 00 TEMPORARY FACILITIES:AND CONTROLS F. STANDARDS: COMPLY WITH REFERENCED STANDARDS EXCEPT WHERE MORE RIGID SECTION 01 60 00, PRODUCT REQUIREMENTS CONDITIONS AFFECTING PERFORMANCE. - 01 60 00 : 'PRODUCT REQUIREMENTS REQUIREMENTS ARE REQUIRED BY CODE. UNLESS A SPECIFIC DATE 15 REFERENCED;_ MANUFACTURER'S'INSTRUCTIONS: WHEN WORK.IS SPECIFIED TO COMPLY WITH 01 62 00 SUBSTITUTIONS AND PRODUCT OPTIONS THE ISSUE DATE OF THE STANDARD I5 THAT DATE IN EFFECT WHEN THE A.CONTRACT AMOUNT: BASED ON MATERIALS AND PRODUCTS:LISTED IM CONTRACT MANUFACTURERS'RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO OI 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS., DOCUMENTS ARE ISSUED.: DOCUMENTS, MATERIALS AND PRODUCTS,BY OTHER MANUFACTURERS,NOT LI57ED OWNER'S PROJECT MANAGER: .. SHALL NOT BE USED WITHOUT WRITTEN APPROVAL. - II INSTALLATION:COMPLY WITH.MANUFACTURER'5 WRITTEN RECOMMENDATIONS AND - DIVISION 02: EXISTING CONDITIONS: :w B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE.' N IN'SPECIFIED. STRUCTIONS:UNLESS MORE RESTRICTIVE REQUIREMENTS ARE 07 41 13 SELECTIVE DEMOLITION, SECTION 01 30 00- ADMINISTRATIVE.REQUIREMENTS PROVIDE NEW MATERIALS UNLESS OTHERWISE INDICATED OR SPECIFIED. SPECIFIED. DIVISION 03: CONCRETE _ _. C. E INSTALLATION: INSTALL:ITEMS PLUMB, LEVEL, AND IN RELATION TO '� � ' � � ' PROTECTION COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS A.PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO ADJACENT PRODUCTS. SECURE IN PLACE WITH POSITIVE ANCHORAGE;DEVICES SHEET. PROVIDE VENTILATION TO AVOID CONDENSATION AND WATER ENTRAPMENT.' 03 30 00 CAST=IN:=PLACE CONCRETE SUBMITTING TO OWNER'S PROJECT MANAGER. CONTRACTOR:SHALL INFORM OWNER'S. - DESIGNED AND SIZED TO WIT14STAND STRESSES, VIBRATION, AND RACKING. F. CUTTING AND.PATCHING: CUT AND FIT COMPONENTS AS REQUIRED. PATCH "- PROJECT MANAGER.IN WRITING; AT TIME OF SUBMISSION;OF ANY PROPOSED i.:COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES, DIVISION 04: MASONRY DEVIATION FROM CONTRACT DOCUMENTS. INSTRUCTIONS UNLESS MORE STRINGENT.REQUIREMENTS ARE SPECIFIED OR ":I. REFINISHING: REFINISH ENTIRE:SURFACES AS NECESSARY TO PROVIDE EVEN 04 20 00 UNIT MASONRY. I. CONTRACTOR'S SUBMITTAL REPRESENTS-THAT FIELD MEASUREMENTS, FIELD - REQUIRED BY GOVERNING AUTHORITIES. - - FINISH TO MATCH,ADJACENT FINISHES. REFINISH CONTINUOUS SURFACES'TO DIVISION 07; THERMAL AND MOIST PROTECTION CONSTRUCTION CRITERIA, MATERIALS; CATALOG NUMBERS AND SIMILAR DATA. 2. WHERE REFERENCE STANDARDS ARE NOTED IN SPECIFICATION SECTIONS,USE NEAREST INTERSECTION: FOR AN ASSEMBLY, REFINISH THE ENTIRE UNIT. R P ^ MOISTURE ROTEC ON HAVE BEEN DETERMINED AND VERIFIED BY CONTRACTOR. THE M05T CURRENT EDITION OF THE REFERENCE STANDARD. G.FINAL CLEANING: CLEAN EXPOSED INTERIOR AND EXTERIOR SURFACES, REMOVE 07 q0 05 JOINT SEALERS I IB.SHOP DRAWINGS: SUBMIT;TWO.PRINTS. SUBMIT SHOP DRAWINGS,FOR CUSTOM D.TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER TEMPORARY:LABELS, STAINS, AND FOREIGN SUBSTANCES. POLISH TRANSPARENT. PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA, IWUNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR AND GLOSSY SURFACES. VACUUM CARPETED AND SOFTSURFACES. CLEAN DUCTS. "- DIVISION 08:. OPENINGS. C. PRODUCT DATA: SUBMIT NUMBER,REQUIRED 0Y CONTRACTOR PLUS TWO FOR. PACKAGING.. - : CLEAN THE SITE. _ 08 1112- HOLLOW METAL DOORS AND FRAMES -OWNER'S PROJECT MANAGER. INDICATE ITEM TO BE USED WHERE DATA FOR MORE E. HANDLING: HANDLE.PRODUCTS BY METHODS TO PREVENT SOILING AND DAMAGE. .H. SUB57ANTIAL COMPLETION: PROVIDE DOCUMENTATION 57ATING WORK IS THAN ONE PRODUCT OR OPTION 15 INCLUDED. SUBMIT PRODUCT DATA'FOR EACH PROMPTLY:INSPECT TO ASSURE PRODUCTS ARE CORRECT, COMPLETE, AND', SUBSTANTIALLY COMPLETE WHERE OWNER REQUIRES USE OF SPACE PRIOR TO DIVISION OR: FINISHES STOCK MANUFACTURED ITEM. Oq q0 00 PAINTS AN UNDAMAGED,.AND THAT:QUANTITIES ARE CORRECT.:�: - : -FINAL COMPLETION, PROVIDE:LIST:OF ITEMS TO BE COMPLETED: ' D COATINGS - - :D. MANUFACTURER'S CERTIFICATES: SUBMIT TWO COPIES: ': F. STORAGE: STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S I. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO'BE .. .. ;E. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TOSITE UNDER INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. - COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED INCOMPLETE.OR DIVISION 00:-PROCUREMENT AND CONTRACTING REQUIREMENTS DIRECTION OF OWNER. COORDINATE WORK TO ASSURE.EFFICIENT AND ORDERLY ' .G.PROTECTION: PROVIDE COVERINGS T0:PROTECT PRODUCTS FROM DAMAGE FROM 'UNACCEPTABLE. " SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. - TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHEN LONGER NEEDED.' L=fINALCOMPLETION:;PROVIDE WRITTEN CERTIFICATION INDICATINGWORK IS IN - SECTION 00 70 00-CONDITIONS OF THE:CONTRACT :I. MAKE PROVISIONS FOR OWNER_INSTALLED.ITEMS AND FOR WORK UNDER:-- H. SPECIFIED PRODUCTS: IF THESE SPECIFICATIONS INCLUDE.MULTIPLE PRODUCTS OR i COMPLIANCE WITH CONTRACT:D000MENTS; THAT SYSTEMS WERE TESTED AND.ARE SEPARATE CONTRACTS. MANUFACTURERS FOR AN ITEM, SELECT THE PRODUCT OF ANY NAMED OPERATIONAL; AND-THAT WORK IS READY FOR FINAL INSPECT,ION. . A.GENERAL CONDITIONS: THE GENERAL CONDITIONS OF TGE CONTRACT FOR. - 2.VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE MANUFACTURER THAT MEETS THE SPECIFICATION-REQUIREMENTS. - J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD .. _ CONSTRUCTION,:AIA"DOCUMENT A201, 2007 EDITION, IS"A PART OF THIS : ._ COMPATIBLE.:COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES DOCUMENTS:KEEP SEPARATE FROM:FIELD DOCUMENTS. SUBMIT PROJECT RECORD .. CONTRACT, AND:SHALL GOVERN WORK. : FOR INSTALLING, CONNECTION T0, AND PLACING:SUCH EQUIPMENT IN SERVICE. - "- DOCUMENTS; MATERIAL AND FINISH-DATA, OPERATION AND INSTRUCTION MANUALS; - ... L..A COPY WILL'BE MADE AVAILABLE.BY ARCHITECT UPON REQUEST_. 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF.MECHANICAL AND .SECTION 01 62 00 SUBSTITUTIONS AND PRODUCT OPTION : WARRANTIES AND BONDS AT COMPLETION.. -" ELECTRICAL WORK. CONCEAL PIPES, DUCTS, AND WIRING INSTALLED IN FINISHED - UND - REE RING BINDER PLASTIC _ I. SUBMIT BO IN 8 1/2" X II":TH "S WITH DURABLE :. .. AREAS. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. :: A.SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED, SPECIFIED .--i 1 - .. '" COVERS. - .: .. OR APPROVED. Q - SECTION 00 73 00- SUPPLEMENTARY'CONDITIONS OHS. PRODUCTS E K. WARRANTIES: PROVIDE WARRANTIES AS SPECIFIED, SIGNED BY CONTRACTOR AND w V D. REQUESTS FOR SUBSTITUTI OF:OTHER.PROD WILL B A.CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS; SUPPLEMENTARY - - : : : - DUCTS AND MANUFACTURERS. 1 CONSIDERED IF SUBMITTED IN WRITING., MANUFACTURER.-WARRANTY FORM SHALL BE APPROVED BY OWNER. - I.:CONTRACTOR OPTIONS: SPECIFIED PROALL BE ADDITION TO - :DLE55 OF WARRANTY h CONDITIONS.AND.DIVISION 01 - GENERAL_REQUIREMENTS CONTAIN INFORMATION :. ,SECTION 01 40 00-.:QUALITY.REQUIREMENTS ;: :SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT WORDING: NOT HA LIMITATION OF OTHER RIGHTS THE ROWNER MAY HAVE AGAINST. - ... SPECIFICALLY NAMED. - - -- - - _ NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT _.. CONTRACTOR UNDER CONTRACT DOCUMENTS AND.AS PRESCRIBED BY LAW.' Lou .O A.GENERAL.QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS,: 2. SUBSTITUTIONS: INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF - B.DIVISION 01: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT 2. PROVIDE A LIST:OF SUBCONTRACTORS CONTACTS AND PHONE NUMBERS IN A ADMINISTRATION OR WORK-RELATEDH _ MANUFACTURERS, PRODUCTS, SERVICES,SITE CONDITIONS, AND WORKMANSHIP,�TO EQUIVALENT TO'SPECIFIED PRODUCTS. SUBMITTALS SHALL INCLUDE COST'OR Q E OF T E CONTRACT; THOSE - - . . FRAME MOUNTED:IN THE STOCK ROOM. PARAGRAPHS ARE.EXPANDED IN DIVISION OL .. PRODUCE,WORK OF SPECIFIED QUALITY.. : - TIME BENEFITS FOR THE REQUESTED SUBSTITUTIONS.-FAILURE TO INDICATE - C - A - 3. PROVIDE A FRAME WITH A COPY OF THE CERTIFICATE OF OCCUPANCY MOUNTED F� C. SUBCONTRACTORS: CONTRACTOR AGREES TO BIND,SUBCONTRACTORS AND 0.MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN OTHER SPECIFICATION .COST OR TIME BENEFIT.IS JUSTIFICATION FOR REJECTION. - :ON THE WALL OF THE STOCK ROOM. � � MATERIAL SUPPLIERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONG SECTIONS, MANUFACTURER:OR;SUPPLIER SHALL HAVE QUALIFIED,PERSONNEL TO 3.;CONTRACTOR'S REPRESENTATION: SUBSTITUTION REQUESTS ARE A: _ INCLUDING ARBITRATION. : - PROVIDE ON-SITE.OBSERVATIONS AND RECOMMENDATIONS.: :REPRESENTATION THAT CONTRACTOR.HAS INVESTIGATED PROPOSED:PRODUCTS, DIVISION 02::EXISTING CONDITIONS H - I. REPRESENTATIVE SHALL - HAS DETERMINED IT MEETS OR EXCEEDS SPECIFIED PRODUCTS, AND WAIVES Lu (^J ED..-INSURANCE: U REQUIRED BY AND APPROVED BY OWNER: : : SECTION 02 41 00- SELECTIVE. ^ w- W E. MISCELLANEOUS DEFINITIONS: A.OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES:OBSERVE.. - CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. ;Z :L. APPROVED: REQUIRES WRITTEN'ACTION BY ARCHITECT'AS-DO TERMS SUCH AS QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. 4. APPROVALS: OWNER'S PROJECT MANAGER WILLJUDGE THE ACCEPTABILITY. THE' A.SELECTIVE DEMOLITION: REMOVE FROM SITE EXISTINGMATERIALS,*CONSTRUCTION -U E" B.PROVIDE-RECOMMENDATIONS _ "DIRECTED,' 'SELECTED,w"REQUIRED,"'ORDERED,' 'DESIGNATED,'"ACCEPTED,' FOR INSTALLATION AND WORKMANSHIP. . OWNER'S PROJECT MANAGER RESERVES THE RIGHT TO REJECT PROPOSED AND UTILITIES.AS NEEDED TO COMPLETE PROJECT, REMOVE EXISTING ELEMENTS. .w "ACCEPTABLE,'AND "SATISFACTORY.- C. START, TEST, AND ADJUST EQUIPMENT AS REQUIRED. :. :SUBSTITUTION BASED ON INSUFFICIENT INFORMATION. USE ONLY SUBSTITUTIONS INDICATED AND ENCOUNTERED DURING CONSTRUCTION, AS REQUIRED TO COMPLETE C) O 2. FURNISH: SUPPLY AND DELIVER TO PROJECT-, UNLESS OTHERWISE SPECIFIED. D.SUBMIT WRITTEN REPORT.OF OBSERVATIONS TO OWNER'S PROJECT MANAGER. APPROVED IN WRITING. : - WORK. 3. INSTALL: MAKE OPERATIONAL AT PROJECT FOR INTENDED USE, INCLUDING C. MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS.ON SITE AS REQUIRED. ' I. REMOVE ONLY.THOSE ELEMENTS NECESSARY:FOR COMPLETION OF PROJECT.. :. D.:TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTINGREPAIR_ UNLOADING, INSPECTING AND COMPLETING IN PLACE. LABORATORY; A5 REQUIRED BY SPECIFICATIONS AND APPLICABLE CODES.. :: CONSTRUOCTIONPLA UNNECESSARILY 0 DAMAGED DURING REPLACE U REMOVED OR G 4. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR:INTENDED USE, - 1-. REQUIRED TESTING AND RETESTING WILL BE.PAID FOR BY CONTRACTOR.: w . UNLESS OTHERWISE SPECIFIED. .2. CAREFULLY REMOVE AND STORE ITEMS INDICATED:FOR REUSE IN PROJECT AND " - : : . - 2. FURNISH MATERIALS AND SAMPLES FOR TESTS AND ASSIST TESTING .. :: ,. : . ::. .. - :COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND REINSTALLATION. LABORATORY AS REQUIRED. , - ::. .. 3.:PROTECTION:.PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE.. DIVISION 01:GENERAL REQUIREMENTS " PROVIDE BRACING, SHORING, AND UNDERPINNING AS REQUIRED. MAINTAIN:THE SECTION 01 50 00- TEMPORARY FACILITIES AND CONTROLS SAFETY AND SUPPORT OF STR CTURES. ASSUM LIABILITY SUCH ` U E LI TY FOR. SECTION 01 II 00 - SUMMARY OF WORK.. MOVEMENT AND SETTLEMENT.' b UTILITIES:I. SCOPE: PROJECT N DEMOLITION ': A.GENERAL:PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONNECTING - ROJEC.GO S STS OF OF EXISTING CONDITIONS ITEMS AS 4 UTILITIES. DOSCONTINUENTACT PWORK IF UNEXPECTED LE UTILITY PUTILITY ANIES RIONESTARDIS CONTROLS AS REQUIRED TOCOMPLETE PROJECT IN'ACCORDANCE WITH CONTRACT: - - NOTED IN DRAWINGS. � � ENCOUNTERED:DETERMINE LINE SOURCE AND USE PRIOR TO REMOVAL:CAP AND' - DOCUMENTS. CONFORM TO REQUIREMENTS OF APPLICABLE AUTHORITIES. _ m 2. HAZARDOUS MATERIALS: HAZARDOUS.MATERIAL CONTAINMENT, REMOVAL AND: 1DENTIF.Y:EXISTING UTILITY LINES REMOVED. I. CONTACT GOVERNING:AUTHORITIES TO ESTABLISH EXTENT.OF.REQUIRED DISPOSAL.ARE:NOT INCLUDED IN CONTRACT; OWNER.WILL PROVIDE FOR TEMPORARY FACILITIES AND CONTROLS. 5.'REMOVE ABANDONED MATERIALS AND UTILITIES AT SOURCE. w � � � � - - - Y HANDLING OF HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO - '. ':- THIS PROJECT. NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE B.TEMPORARY POWER: PROVIDE POWER,SERVICE AND LIGHTING REQUIRED FOR, O _ SUSPECTED. ': - OPERATIONS. LOCATE BRANCH WIRING AND DISTRIBUTION BOXES TO.ALLOW: - SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION-TYPE POWER CORDS. : C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED - DRINKING WATER AND SANITARY FACILITIES WITH'ENCLOSURES.:: .. .. . D.NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT - NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND " POLLUTION CONTROL - ®®A :.. .. :.. .. E. BARRIERS; PROVIDE AS REQUIRED TO.PROTECT.ADJACENT PROPERTIES.FROM: : : : : " . F� m EDAR� "- DAMAGE FROM OPERATIONS AND AS REQUIRED BY GOVERNING AUTHORITIES: - I. PROVIDE BARRICADES AS REQUIRED BY CITY OR LANDLORD IN ACCORDANCE WITH ALL CODES, CRITERIA, AND DETAILS. ' 2,.SECURITY:. SECURE THE SITE AND MATERIALS DURING CONSTRUCTION. - - :. F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH. AS. : :. : - P ARCH JOB:#.. 2011sc e. DRAWING NUMBER - AS.1 j . DIVISION:03:CONCRETE CONCRETE INSTITUTE INTERNATIONAL;CURRENT EDITION. - 4. PLACE AND CONSOLIDATE GROUT PILL WITHOUT DISPLACING REINFORCING. : F. .MANUFACTURER: SHERWIN WILLIAMS. 3. A57M A 615/A 615M-STANDARD SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE p SECTION 033000 -CASTcIN-PLACE CONCRETE T. CONTROL AND EXPANSION JOINTS BARS FOR CONCRETE REINFORCEMENT;CURRENT.EDITION, I. INSTALL PREFORMED CONTROL JOINT DEVICE IN CONTINUOUS LENGTHS. SEAL BUTT,AND - 66 w 4. ASTM A 653/A 653M-STANDARD SPECIFICATION FOR STEEL SHEET,ZINC-COATED (PROFESSIONAL PAINTER):PAINTS. MATERIALS NOT BEARING MANUFACTURER'S z CORNER JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. - p A:. CAST IN PLACE CONCRETE SLAB ON GRADE FOR EXTERIOR WALK. (GALVANIZED)OR ZINC-IRON ALLOT-COATED(GgLVANNEALED)BY THE HOT-DIP PROCESS; .' •: IDENTIFICATION AS A BEST-GRADE PRODUCT SHALL NOT BE ACCEPTABLE. U. CLEANING - ' ' B. RELATED REQUIREMENTS: SECTION 07 90 05 =,JOINT SEALERS, CURRENT EDITION. :. � L 'METALS:' � �'" - - w I. CLEAN SOILED SURFACES WITH CLEANING SOLUTION. o C. QUALITY ASSURANCE. PERFORM WORK:OF THIS SECTION IN ACCORDANCE WITH.ACI s. ASTMv-C -STANDARD SPECIFICATION FOR MASONRY CEMENT;CURRENT EDITION. .. � a: PRIMER: SHERWIN WILLIAMS PRO-CRTL UNIVERSAL PRIMER 866'-310. 11 301 AND"ACI 318. -: 6. ASTM C 129-STANDARD SPECIFICATION FOR NONLOADBEARING CONCRETE MASONRY UNITS - : SERIES ly - : CURRENT EDITION. - DIVISION 07: THERMAL AND MOISTURE PROTECTION - D. REINFORCEMENT b. TOP COAT: SHERWIN WILLIAMS PRO INDUSTRIAL ZERO VOC ACRYLIC 7. ASTM C 150-STANDARD SPECIFICATION FOR PORTLAND CEMENT;CURRENT EDITION. SECTION 07 90 OS - JOINT SEALERS B66-600, 866-650� B66-660 SERIES AS REQUIREII FINISH. _L REINFORCING STEEL: ASTM A 615/A 615M GRADE 60 (420). 6. ASTM C 207=STANDARD SPECIFICATION FOR HYDRATED LIME FOR MASONRY PURPOSES; 2. MASONRY/CONCRETE:: 2: STEEL WELDED HIRE REINFORCEMENT: ASTM A 185/A IB5M,''PLAIN TYPE, CURRENT EDITION. A. GENERAL: PROVIDE JOINT.SEALERS NOT PROVIDED ELSEWHERE; TYPE.SUITABLE FORM: FLAT SHEETS. a. ASTM C 216-STANDARD SPECIFICATION FOR FACING BRICK(SOLID MASONRY UNITS MADE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE Q. "PRIMER: SHERWIN WILLIAMS LOXON CONCRETE 4 MASONRY PRIMER" 3. TIE WIRE: ANNEALED, MINIMUM 16 GAGE. FROM CLAY OR SHALE);CURRENT EDITION. NSTALLATION. SEALER A24W8300 OR LOXON BLOCK SURFACER A24W200 AS - 4. .CHAIRS, BOLSTERS, BAR SUPPORTS,SPACERS: SIZED AND SHAPED FOR 10. A5TM C 270-STANDARD SPECIFICATION FOR MORTAR FOR UNIT MASONRY;CURRENT RECOMMENDED BY MANUFACTURER FOR SURFACE. B. �INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL � " ADEQUATE SUPPORT OF REINFORCEMENT DURING CONCRETE,PLACEMENT. EDITION. - Y b. TOP'rOAT: SHERWIN"WILLIAMS PRO MAR 200 ZERO VOC B20-2600, EXPERIENCE ON:PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED: " E. CONCRETE MATERIALS 11. ASTM c.4o4-STANDARD SPECIFICATION FOR AGGREGATES FOR MASONRY GROUT,CURRENT 830-2600 OR B31-2600 SERIES AS REQUIRED FOR FINISH ... .EDITION: � ' - � PRODUCTS � - �- .. ., I.: CEMENT; ASTM C 150, TYPE I;- NORMAL PORTLAND TYPE. 12. -ASTM C:476.-STANDARD SPECIFICATION FOR GROUT,FOR MASONRY;CURRENT EDITION. C. WARRANTY: FOR'A PERIOD OF TWO YEARS, REPAIR OR REPLACE JOINT SEALERS - 3 GYPSUM BOARD,.BRICK PANELS, WOOD WHICH FAIL TO PERFORM-AS INTENDED, BECAUSE OF LEAKING, CRUMBLING, 0. • PRIMER: SHERWIN WILLIAMS PRO:MAR 200 ZERO VOC LATEX PRIMER 2. :FINE AND.COPRSE AGGREGATES: ASTM C H. C. sueMlTTgls B28W2600 OR PREP RITE PROBLOCK LATEX PRIMER/SEALER B51-620. 3. CHEMICAL ADMIXTURES: DO NOT"USE CHEMICALS THAT WILL RESULT IN. 1. SEE SECTION 013000-ADMINISTRATIVE REQUIREMENTS,-FOR SUBMITTAL PROCEDURES, HARDENING, SHRINKAGE,.BLEEDING, SAGGING, STAINING ANDLOSSOF:ADHESION. - .- : SOLUBLE:CHLORIDE IONS IN EXCE55 OF.0.1 PERCENT BY WEIGHT OF CEMENT. : 2. QUALITY ASSURANCE : : : .'.. :'i . : -D. :EXTERIOR NON-TRAFFIC JOINTS::GE/SILPRUF SCS2700; DOW/790:OR 7%; OR " SERIES AS RECOMMENDED BY MANUFACTURER FOR SURFACE, F. ACCESSORY MATERIALS :. : I. COMPLY WITH PROVISIONS OF ACI 530/ASCE 5/TMS 402 AND ACI 530.1/ASCE 6/TM5 602, PECORA/864, LOW MODULUS SILICONE SEALANT. b. TOP"COAT:SHERWIN WILLIAM5 PRO MAR 200 ZERO VOC B20-2600, L EXCEPT WHERE EXCEEDED BY REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECORA/NR-200 UREXPAN, _ B30-2600 OR B31-2600 SERIES AS REQUIRED FOR FINISH UNDERSLAB VAPOR RETARDER: MULTI-LAYER, FABRIC-; CORD-, GRID-, OR : MULTI"COMPONENT POLYURETHANE, SELF:LEVELING JOINT SEALER. 4. DRYFALL: SHERWIN WILLIAMS PRO INDUSTRIAL WATERBASED DRYFALL FLAT ALUMINUM-REINFORCED POLYETHYLENE OR EQUIVALENT, COMPLYING WITH - - - ' -ASTM E 1745; CLASS A; STATED BY MANUFACTURER AS SUITABLE FOR E. DELIVERY, STORAGE,AND HANDLING - F. .MILDEW-RESISTANT SANITARY SEALANTS: GE/SANITARY.SEALANT, DOW/BATHTUB .B42-BO SERIES - - . INSTALLATION:IN CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE-. 1. DELIVER,HANDLE, AND:STORE MASONRY UNITS BY MEANS THAT WILL PREVENT MECHANICAL 'CAULK, OR PECORA/898 TRU-WHITE.:PROVIDE AT INTERIOR AREAS WHERE ::5. COORDINATION: PROVIDE PRIMER, UNDERCOAT, BARRIER COAT AS . RECOMMENDED FOR SURFACE.TO BE PAINTED. PROVIDE FINISH COATS,WHICH 'SLABS: SINGLE PLY POLYETHYLENE IS PROHIBITED. : DAMAGE AND CONTAMINATION BY OTHER MATERIALS :.: ;SEALANT WILL BE EXPOSED TO WATER. - F. FIELD CONDITIONS : - .. ARE COMPATIBLE WITH PRIME PAINTS; UNDERCOATS, AND BARRIER.COATS. ACCESSORY PRODUCTS:-VAPOR RETARDER MANUFACTURER'S'RECOMMENDED - - G. GENERAL INTERIOR LATEX OR ACRYLIC EMULSION JOINT SEALER` PECORA/AC-20; " I. COLD AND HOT WEATHER REQUIREMENTS::COMPLY WITH REQUIREMENTS OF AG 530.1/ASCE - 6. INTERIOR PAINTS SHALL BE LOW ODOR, NO VOC F AVAILABLE OR MEET VOC TAPE, ADHESIVE, MASTIC, PREFABRICATED BOOTS, ETC., FOR SEALING - SONNEBORN/SONOLAC. ::. RUMS A5 OR APPLICABLE BUILDING CODE,WHICHEVER IS MORE STRINGENT. STANDARD F NOT AVAILABLE - . SEAMS AND PENETRATIONS IN.VAPOR RETARDER:: :.. G.: CONCRETE MAsoNRruNITs : �� : �� H. MISCELLANEOUS:MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND " - - 3. MOISTURE-RETAINING COVER: ASTM-C 171; -REGULAR CURING PAPER, WHITE I. CONCRETE BLOCK: COMPLY WITH REFERENCED STANDARDS AND AS FOLLOWS: BREAKER TAPE,AND SEALANT BACKER RODS AS RECOMMENDED.BY.SEALANT H. COLORS AND FINISHES:�PURE, NON-FADING; TYPES:TO-SUIT"SERVICE INDICATED. - MANUFACTURER FOR APPLICATIONS INDICATED NO LEAD;CONTENT PERMITTED. COLORS A.S.INDICATED ON THE MATERIALS CURING PAPER, CLEAR POLYETHYLENE, WHITE POLYETHYLENE, OR WHITE : 2. SIZE: STANDARD UNITS WITH NOMINAL FACE DIMENSIONS TO MATCH EXISTING CMU AND : SCHEDULE'.' BURLAP-POLYETHYLENE SHEET. -NOMINAL DEPTH OF:TO MATCH EXISTING SPLIT FACE CMU INCHES.' :1. 'OVERSIZE BACKER.ROD MINIMUM'30% TO 50%OF JOINT OPENINGS -' G. "CONCRETE MIX DESIGN .. 3. NON-LOADBEARING UNITS: A5TM.C.129.. .. .„ A. COLORS:.AS INDICATED OR AS SELECTED BY OWNER'S PROJECT MANAGER.FROM . -- L. PROPORTION ING:NORMAL WEIGHT CONCRETE: COMPLY.WITH.ACI.211,1 ,.LHOLLON BLOCK. :; :: MANUFACTURER'S FULL RANGE OF COLORS, ACTURERS INSTRUCTIONS SPECIFIED FOR - I PREPARATION: PERFORMPREPARATION,AND:CLEANING PROCEDURES, IN ACCORDANCE WITH PAINT-MANUF TRUCTIO S AND AS RECOMMENDATIONS. LIGHTWEIGHT. I. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF : - SUBSTRATE CONDITION.. - . .: n .- - MORTAR AND:GROUT MATERIALS 1. EXAMINE AREA5 AND CONDITIONS UNDER WHICH PAINTING WORK 15 TO BE 2. ADMIXTURES:.ADD ACCEPTABLE ADMIXTURES.AS RECOMMENDED IN.ACI 211,1 H' JOINT SEALER, AND PRIME,OR SEAL,JOINT SURFACES AS RECOMMENDED BY 1. MASONRY CEMENT: ASTM c PI TYPE N. APPLIED.START OF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES. :AND AT RATES RECOMMENDED BY MANUFACTURER. = :" :MANUFACTURER. AND:CONDITIONS OF SURFACES AND CONDITIONS WITHIN ANY PARTICULAR i.COLORED MORTARt PREMIXED CEMENT AS REQUIRED SO:MATCH EXISTING. 3. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH, WHEN TESTED IN J: :INSTALLATION: COMPLY.WITH MANUFACTURER'S PRINTED.INSTALLATION 2. PORTLAND�CEMENT> ASTM C I50, TYPE I. � -AREA.: - .... :ACCORDANCE WITH ASTM C 39/G 39MAT 2B DAYS:. 3,000 PSI, ' 'INSTRUCTIONS AND ASTM CIIg3. : : - - - 3. HYDRATED LIME: ASTM c 207,TYPE s. _ P. INSTALLING VAPOR RETARDER,REINFORCEMENT, AND OTHER EMBEDDED ITEMS 4. GROUT AGGREGATE: ASTM C 404. . - I. EMPLOY INSTALLATION TECH 2. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BENIOUES:WHICH WILL ENSURE JOINT SEALERS ARE PAINTED, OR PROVIDE'PROTECTION PRIOR TO SURFACE PREPARATION AND I.' INTERIOR SLABS ON GRADE: 'INSTALL VAPOR RETARDER UNDER INTERIOR : s, WATER: CLEAN AND POTABLE: DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR -' PAINTING. REINSTALL:REMOVED ITEMS AFTER:PAINTING IS COMPLETED. SLABS ON GRADE LAP JOINTS MINIMUM 6 INCHES. SEAL JOINTS, SEAMS 6. MOISTURE-RE515TANT ADMIXTURE: WATER REPELLENT COMPOUND DESIGNED TO REDUCE _ POCKETS, WITH COMPLETE "WETTING" OF BOND SURFACES. - - J: APPLICATION:APPLY PAINT IN ACCORDANCE.WITH MANU AC - :AND PENETRATIONS WATERTIGHT WITH MANUFACTURER'S RECOMMENDED :. CAPILLARITY. .. :. :. . HN B S FOR SUBSTRATE DIRECTIONS. DETYPE OF W QQ F O PRODUCTS,AND FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS. REPAIR J. REINFORCEMENT AND ANCHORAGE- DIVISION OB:OPENINGS - - - - 'USE APPLICATORS AND TEC QUES E T SUITED DAMAGED VAPOR RETARDER BEFORE COVERING. REINFORCING STEEL: ASTM A 615/A 616M GRADE 40(280)YIELD GRADE, DEFORMED BILLET SECTION 08 II 12 - HOLLOW METAL DOORS AND FRAMES MAT PIPLt:ADD1710NALE000ATS IF-STAINS OR BLEMISHES SHOW THROUGH FINAL O y : BARS;GALVANIZED PLACE AT 48O C.UNLESS OTHERWISE NOTED IN DRAWINGS. W C pp N .. 2. INSTALLING REINFORCEMENT COMPLY WITH REQUIREMENTS OF ACI 301. - COAT UNTIL:PAINT I5 A UNIFORM FINISH, COLOR AND APPEARANCE. - z - -: CLEAN REINFORCEMENT OF LOOSE RUST AND MILLSCALE,-AND:ACCURATELY 2. JOINT REINFORCEMENT: USE LADDER TYPE JOINT REINFORCEMENT WHERE VERTICAL A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED: "• 2. FINISH DOORS ON TOPS BOTTOMS AND SIDEEDGES.SAME AS FACE5. POSITION, SUPPORT; AND SECURE IN PLACE TO ACHIEVE NOT LESS THAN - REINFORCEMENT 15 INVOLVED AND TRUSS TYPE ELSEWHERE, UNLESS OTHERWISE INDICATED. FOR COMPLETE:INSTALLATION. COORDINATE WITH:SECTION 08 71 00 - HARDWARE.: : O .� MINIMUM CONCRETE COVERAGE REQUIRED'FOR:PROTECTION. - K. FLASHINGS -' - - _ PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS - W F ,.,A I. PRE-COATED GALVANIZED STEEL: ASTM A 653/A 653M, wITH"G90R275 COATING, 24 GAGE B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND-CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. : o .y.J 3. �OFFSE LEND- A SIRE REINFORCEMENT IN:MAXIMUM POSSIBLE LENGTHS, AND TOTAL THICKNESS,:SHOP PRECOATED WITH FLUOROPOLYMER COATING IN COLOR MATCHING AND FRAMES OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW 3. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS. _ - OFFSET END-LAPS IN BOTH DIRECTIONS: :SPLICE LAPS WITH TIE WIRE. : : ... .. '. :MET N. MASONRY. - AL MANUAL." SIMILAR EXPOSED SURFACES.:PAINT SURFACES BEHIND PERMANENTLY-FIXED. I. PLACING CONCRETE - 2. BLOK-FLASH PAN FLASHING BY MORTAR NET AT SINGLE WYTHE MASONRY WALL INFILL:- - - Lu {i] I, FIRE RATED.STANDARDS: FURNISH MATERIALS TESTED, LABELED AND EQUIPMENT AND FURNITURE. - C4 �y L: PLACE CONCRETE IN ACCORDANCE WITH ACI 304R:. L." ACCESSORIES INSPECTED BY UL, WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO : 4. PAINT BACK SIDES.OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS 2. PLACE CONCRETE FOR FLOOR SLABS IN ACCORDANCE WITH ACI 302.IR. I. PREFORMED CONTROL JOINTS: RUBBER MATERIAL. PROVIDE WITH CORNER AND TEE ' ' 0 F ACCESSORIES, FUSED JOINTS. APPLICABLE AUTHORITIES. TO MATCH EXPOSED SURFACES. �- 3. REPAIR UNDERSLAB VAPOR RETARDER DAMAGED DURING PLACEMENT OF C, SUBMITTALS: SUBMIT PRODUCT DATA: 5. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND VARNISH COAT. � � -CONCRETE REINFORCING. REPAIR WITH VAPOR RETARDER MATERIAL; LAP LDUR-o-SAL;PRODUCT RAPID CONTROL JowT.oR APPROVED EQUAL: - .. S OVER DAMAGED AREAS MINIMUM 6 INCHES'AND SEAL WATERTIGHT. WWW.E)UR-O-WAL.COM: D. :MANUFACTURERS: AMWELD, CECO, PIONEER, OR APPROVED EQUAL:.' :. K. SCHEDULING PAINTING: APPLY FIRST COAT,TO:SURFACES THAT HAVE BEEN: " 2. WEEPS: POLYETHYLENE:TUBING. E: :HOLLOW METAL DOORS: FLU511 HOLLOW METAL DOORS FULL.FLUSH TYPE; SDI CLEANED, PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE 3. CLEANING SOLUTION: NON-ACIDIC, NOT HARMFUL TO MASONRY WORK OR ADJACENT- : MODEL'I; NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT AFTER PREPARATION. _ '9: INSTALL JOINT DEVICES IN ACCORDANCE WITH MANUFACTURER'S - - INSTRUCTIONS. .. - MATERIALS. .:. - J. CONCRETE FINISHING-: .. - M., MORTAR.AND GROUT MIXES - .. I 1 - EXTERIOR DOORS. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. 1. CORE:"PROVIDE STEEL STIFFENED CORE DO NOT RECOAT UNTIL:PAINT FEELS FIRM AND DOES NOT.DEFORM OR FEEL I. .CONCRETE SLABS: FINISH TO REQ'. OF ACI 302JR, AND AS FOLLOWS: " 1. MORTAR FOR UNIT MASONRY: ASTM C 270,USING THE-PROPORTION SPECIFICATION. - 2. :"GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS. .,. ,� : EXTERIOR,:NON-LOADBEARING MASONRY: TYPE N.: ' STICKY UNDER MODERATE THUMB PRESSURE. SURFACES TO:RECEIVE THIN FLOOR COVERINGS:. "STEEL TROWEL' AS � ' � �� :3-. ::PRESSED STEEL HOLLOW METAL FRAMES: MINIMUM.16 GAGE:KNOCK-DOWN L. :MINIMUM:COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN DESCRIBED IN.ACI 301.IR; THIN FLOOR-COVERINGS INCLUDE CARPETING, :. 2. COLORED MORTAR:;PROPORTION SELECTED PIGMENTS AND:OTHER WGREDIEN?5 TO MATCH; ( ) _ MANUFACTURER'S RECOMMENDED SPREADING.RATE, TO ESTABLISH:A TOTAL,DRY EXISTING, WITHOUT EXCEEDING MANUFACTURER'S RECOMMENDED:PIGMENT-TO-CEMENT RATIO. .(FIELD-ASSEMBLED) FRAMES:: - ... 'FILM THICKNESS ARECOM ENDEDED READIN .BY-COATING MANUFACTURER. : RESILIENT FLOORING, SEAMLESS FLOORING, THIN SET QUARRY;TILE, AND 3. GROUT:'ASTM C 476. CONSISTENCY REQUIRED To FILL COMPLETELY VOLUMES INDICATED F. FIRE RATED UNITS:'CONFORM TO NFPA 80; PROVIDE-UL OR WARNOCK 4ER5EY THIN SET CERAMIC TILE.::. - FOR GROUTING;FINE GROUT FOR SPACES"WITH SMALLEST HORIZONTAL�DIMENSION,OF 2 LABELED DOORS AND FRAMES AS REQUIRED. M. PRIME COATS: APPLY TO:ITEMS NOT PREVIOUSLY:PRIMED.:RECOAT PRIMED AND ... OTHER SURFACES TO BE:LEFT,EXPOSED: "STEEL:TROWEL" AS.DESCRISED IN INCHES OR LESS; COARSE GROUT FOR SPACES WITH SMALLEST HORIZONTAL DIMENSION - SEALED SURFACES WHERE THERE IS EVIDENCE OF:SUCTION SPOTS OR UNSEALED GREATER THAN 2 INCHES.,. G. ,ACCESEORIES:�PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. ACI 302".IR, MINIMIZING BURNISH MARKS AND.OTHER APPEARANCE DEFECTS. "' .. ... - AREAS IN FIRST COAT. - N. EXAMINATION : H. .FABRICATION: CONFORM.TO REQUIREMENTS OF SDI OR NAAMM. + " 2. IN AREAS:WITH FLOOR DRAINS, MAINTAIN:FLOOR ELEVATION AT WALLS; N. FINISH COATS: PROVIDE EVEN TEXTURE. LEAVE NO LAPS, IRREGULARITY IN:SURFACES PITCH:SURFACES UNIFORMLY TO DRAINS AT 1:100 NOMINAL. VERIFY THAT FIELD CONDITIONS ARE AccEPTABLE'AND ARE READY ro RECEIVE MASONRY " �'1: DOOR SILENCERS: PLACE MINIMUM THREE SINGLE BUMPERS ON SINGLE DOOR TEXTURE',"SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. �j p 0. COURSING FRAMES; SPACE EQUALLY:ALONG STRIKE JAMBS; PLACE TWO:SINGLE � x. K. -CURING AND PROTECTION 0. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS- Fr - - I, MATCH EXISTING COURSING. ESTABLISH LINES;LEVELS, AND COURSING INDICATED. -: BUMPERS ON DOUBLE DOOR FRAME HEADS. OMIT:SILENCERS ON GASKETED w - I. COMPLY WITH REQUIREMENTS.OF ACI 308R. IMMEDIATELY AFTER PROTECT FROM DISPLACEMENT; FRAMES. I. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. Q _ PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING,EXCESSIVELY - 2. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. : o 2. 'MAINTAIN MASONRY COURSES TO UNIFORM,DIMENSION. FORM VERTICAL:AND HORIZONTAL I. FINISH::PRIME:PAINT.INTERIOR UNITS. CLEAN, DEGREASE AND FACTORY PRIME - HOT OR.COLD TEMPERATURES; AND MECHANICAL INJURY. JOINTS OF UNIFORM THICKNESS .".. "" ., PAINT:' ", .... 3. .TOILET.ROOM WALLS AND"CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. 2. :MAINTAIN CONCRETE WITH MINIMAL MOISTURE LE55 AT RELATIVELY 3. TOOTH-IN MASONRY ATINFILL LOCATIONS - I. :INSTALLATION: COMPLY:WITH MANUFACTURER'S RECOMMENDATIONS AND EITHER .4. INTERIOR PAINTED METAL: SEMIGLOSS:100%ACRYLIC U CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF P. PLACING AND BONDING SDI"OR.NAAMM STANDARDS. : 5. SHEENS: COMPLY WITH ASTM-0523,_REFLECTANCE OF PAINT. CEMENT AND HARDENING OF CONCRETE. - 1, LAY SOLID MASONRY UNITS IN FULL BED OF MORTAR,-WITH FULL HEAD JOINTS, UNIFORMLY: - - - 'I: INSTALL FIRE RATED UNITS'IN'CONFORMANCE WITH FIRE LABEL - P. CLEAN-Up:: DISCARDED PAINT MATERIALS, RUBBISH, CANS'AND-RAGS 3. SURFACES NOT IN CONTACT WITH FORMS: JOINTED WITH OTHER WORK. - [(�)) 2. LAY HOLLOW MASONRY UNITS WITH FACE SHELL BEDDING ON HEAD AND BED JOINTS: : REQUIREMENTS AND NFPA 80 - : ,, FROM SITE AT END OF EACH WORK DAY. F+1 3 INITIAL CURING: START AS SOON AS FREE WATER HAS DISAPPEARED AND - 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM - _ I. CLEAN GLASS AND-PAINT-SPATTERED SURFACES IMMEDIATELY BT WASHING : W ®® BEFORE SURFACE IS DRY KEEP CONTINUOUSLY MOIST-FOR NOT LESS THAN 3. :REMOVE.EXCESS MORTAR AS WORK PROGRESSES. 4. OC NOT SHIFT OR TAP MASONRY UNITS AFTER MORTAR HAS ACHIEVED INITIAL SET. WHERE DIAGONAL DISTORTION OF I/I6'.... AND SCRAPING: EXERCISE CARE NOT TO.SCRATCH OR DAMAGE FINISHED THREE DAYS BY WATER PENDING, WATER-SATURATED SAND, WATER-FOG " EDp ADJUSTMENT MUST REMADE, REMOVE MORTAR AND REPLACE. : SURFACES, SPRAY, OR SATURATED BURLAP:. - • 0 5. PERFORM Joe SITE CUTTING OF MASONRY HINTS WITH PROPER TOOLS r0 PROVIDE DIVISION"09: FINSHES � - - 0. .PROTECTION:'PROTECT WORK OF OTHER.TRADES, WHETHER TO BE:PAINTED OR FINAL,CURING:: BEGIN AFTER INITIAL CURING BUT BEFORE SURFACE IS DRY. STRAIGHT,CLEAN,UNCHIPPED EDGES. PREVENT BROKEN MASONRY UNIT CORNERS OR - - NOT. CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND MOISTURE-RETAINING COVER:- SEAL IN PLACE WITH WATERPROOF TAPE OR - EDGES. -."- - SECTIpJ'0q.90.00 - PAINTS-AND COATINGS .. 0 6. ISOLATE MASONRY PARTITIONS FROM VERTICAL STRUCTURAL FRAMING-MEMBERS WITH�A REPAINTING, AS.ACCEPTABLE TO OWNER'S PROJECT MANAGER. ADHESIVE � - .. � : : :. � N(� CONTROL Jowl. A. GENERAL: PAINT EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED PROVIDE "WET PAINT"SIGNS TO PROTECT NEWLY-PAINTED FINISHES: p M1510N 04:MASONRY 7. ISOLATE TOP JOINT OF MASONRY PARTITIONS FROM HORIZONTAL STRUCTURAL FRAMING FOR.COMPLETE FINISHED INSTALLATION.' 2, REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS F $ MEMBERS AND SLABS OR DECKS WITH COMPRESSIBLE JOINT FILLER. PROTECTION OF THEIR WORK AFTER COMPLETION OF PAINTING OPERATIO Q REINF DIVISION 04 2(1 00�UNIT MASONRY .. . REINFORCEMENT AND ANCHORAGES . B. PR .SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS, CONCEALED:AND 2 , 1. INSTALL HORIZONTAL JOINT REINFORCEMENT 16 INC14ES ON CENTER. INACCESSIBLE AREAS, AND CODE-REQUIRED LABELS. R. REPAIR: .AT COMPLETION OF WORK OF OTHER TRADES, TOUCH-UP AND RESTO A. SECTION INCLUDES R. MAsoNRr FLASHINGS C. STANDARDS: PROVIDE MATERIALS MEETING AS A MINIMUM CURRENT SCAQMD DAMAGED SURFACES OR DEFACED PAINTED SURFACES. 1. CONCRETE BLOCK.: ' - 1; EXTEND METAL FLASHINGS TO WITHIN 114 INCH OF EXTERIOR FACE OF MASONRY. - ". RULE 1113 VOC STANDARDS OR LOCAL REGULATIONS WHICHEVER 15 MORE' S. CONTRACTOR 15 TO-LEAVE 1 GALLON UNOPENED OF EACH COLOR USED AND STRINGENT. TAGGED W/THE FOLLOWING INFORMATION: 2. MORTAR AND GROUT. : 2. LAP END JOINTS OF FLASHINGS At LEAST 4:INCHES AND SEAL WATERTIGHT WITH.MASTIC D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. I. PAINT# 3. FLASHINGS. - - OR ELASTIC SEALANT. - .. - .. 4. ACCESSORIES. : S. GROUTED COMPONENTS DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL 2. PAINT,COLOR AND SHEEN °` a B. REFERENCE STANDARDS 1. LAP SPLICES MINIMUM:24 BAR DIAMETERS. SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. 3. MIX DATE MO/DAY/YEAR ARCH JOB# 2013�C I. ACI 530/ASCE 5/YM5 402-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES; - 2. SUPPORT AND SECURE REINFORCING BARS FROM DISPLACEMENT. MAINTAIN POSITION WITHIN E. :DELIVERY: DELIVER MATERIALS TO JOB SITE N ORIGINAL, NEW AND UNOPENED :4, IDENTIFICATION OF ALL LOCATIONS.THE COLOR I5 USED DRAWING NUMBER: .. ... AMERICAN CONCRETE INSTITUTE INTERNATIONAL;CURRENT EDITION. : 1/2 INCH OF DIMENSIONED POSITION. - _ - PACKAGES AND:CONTAIHERS SEARING MANUFACTURERS NAME AND LABE L.2. 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A - v-I F S" a L m; c o o A m j m 0 0 Cn O�J Z5Jn> (�1 r a Hai mFm o i X9 �m o mm iM 00 p U C7:r, S m mo 3 b� b A$ 'z� Dr <cn �7 a Nz 1. s Z� ae = REVISIONS: g e ; STRUCTURAL PLAN r g--q C/1 Z m m�gE & DETAILS Z a4;j-l6 STORE 29516-DEMO SET ~ ; FESTIVAL AT HYANNLS rn� 1070 RT M HYANNIS, MA 02MI DATE ISSUED: DRAWN BY:SB CHECKED BY.AC VM BA TO BULLETIN 20B-12 ll/u/20D l r • I 5 4 3 2 1 04 F o -----�— - .�� F MA S,q --, Ilr____i a ri4 rs II I(------ --_-7 II.FPfEzu+ ;� I4 I .. a • II; �; •� ,a'.e 19 s �I � ((" I I I r:7� c ti 5 1 n.• - I cc" '� � a 9 i i � I I I i I � � ICAI•• P i �mi a - IT .. 3 lST�� oLi G > F,p N FPEEZER , f, �+ 4 , e p I o I I " � n-L L 11 PE%P - , -._..._-..._.- _.. _...._..._......._ _.._......._....._-... _... _...—.,m-pp4 IjII-- -..-._....--.�II ... -..IIIF--- ..... 1, - RAMP OO o-�I 2 _ - ...._...._..._....-- -.—. ....�_....._....._.......�..._ ..._....._......_..-.�1 -- N GT 4 I RAMP S 44 sK ww rs PSP1SP I SP S .. S SPSPi P SP— SP u i I _ O a s r.c wm I t I I • � S SP I r--s` a II p I[ w----�—w e W —W . a I ..{-...._ _ _...�...-_.f.... ...- .:_......—.__...... .._....__..._.....- —............._.._ ..._ _....-.—� VV�� 3 ---------------P ( I °) i A C> 'r r—r---� =— �_----------'z—i— I I 4 I �I I I �O�� (� I 9) w Wm�--"�---'.5 w w w w I�w w w w w. _ I sV�O a WI v dolL�� I >�,10i0i0 0:0.0i PLUMBING DEMOLITION PLAN Z PLUMBING DEMO CODED NOTES NOTE: O E " ALL PIPING AND UTILITIES SERVING - .REMOVE AND DISPOSE OF EXISTING GREASE TRAP. CAP AND SEAL . ADJACENT TENANTS,TENANTS ABOVE, - PIPES BELOW FINISHED SLAB. a TENANTS BELOW,OR MALL COMMON AREAS TO REMAIN. FIELD VERIFY ANY DEMOLISHED O EXISTING STORM PIPING TO REMAIN. O UTILITY 15 NOT SERVING AN ADJACENT O EXISTING WATER SERVICE AND METER TO REMAIN. O _ TENANT OUTSIDE THE LEASED AREA, O4 EXISTING WATER PIPE TO EXTERIOR WALL HYDRANT TO REMAIN. w NOTE: O5 EXISTING WATER SERVICE PIPE TO ADJACENT TENANT SPACE TO REMAIN. ALL SANITARY PIPING SERVING DEMOLISHED © EXISTING SPRINKLER SERVICE PIPING TO REMAIN. RESTROOMS TO BE CUT AND CAPPED O7 REMOVE AND DISPOSE OF EXISTING WATER HEATERS AND ALL BELOW FINISHED SLAB. FIELD VERIFY ASSOCIATED HOT WATER PIPING. �J LOCATION OF EXISTING LANDLORD SANITARY p = MAIN AND CLEARLY IDENTIFY SANITARY O REMOVE AND DISPOSE OF ALL EXISTING PLUMBING FIXTURES INSIDE � MAIN LOCATION AND DIRECTION OF FLOW SPACE. REMOVE AND DISPOSE OF EXISTING WATER PIPING SERVING FOR FUTURE TENANT CONNECTION. FIXTURES BACK TO MAIN AND CAP AND SEAL. CUT AND CAP SANITARY - m PIPING BELOW FINISHED SLAB. REM• O ANDEXISTING OFLOOR S NIKS. CUTFANDL CAP SANITARYCPIP NRG IBELOWOOR FINISHEDNS. SLAB. a ENGINEER JOB#w 134ll206 v DRAWING NUMBER. P1•® ° ° ® ==R=====_= j1 II ,,III I I It-'_ GAS 9 r---r GAS GAS hFils 41 TJ: --emu I� r' I01 `x ' I I' ail SAFE___ I I I . I; I - r I-- i d - I if Lam l d _ m II i= �II I i _ �_--_— 1'I 1.25 cq m -�j D -d Z x n m O r O Z ,v r- I tF'' I L----'=---- -�=-�� L.— i I I \x I mAa Nm c omm ai oam - , - — e e — --e v_xrom -------------------------- - - om moo D o n on;ooy AE`2�� i oz Noon A D I xao 9 �nx o=,SmFA In o mo a a�pDmdzj xopim oc`xo~ �rNa-mOxr oaOnyaAi SN avoAooz'��-ura zxai_�y �'m g~ z oyo9-. I II I -1_____.ma ------------- in -I_____ --- ----- --- 1 -'_ — m m m v m tin n m m ti _ Dn o n�o ng- Q 2ny' A yCIK y n2 iNy��2 Cc)aZ O Zp�C N o00 A—Z %9 ITI xo g zN� s'^o Naz Z_ v� yyoo oy poaoyy iN;yyo Q G? Z O� 3mOV Dp m m 00 on �oo y'�acZ3 CA �m o Homy W a corm a REVISIONS: MECHANICAL DEMOLITION z xlflj�9 m €g- PLAN �.. �� o �Hmo � z m ��O STORE 29516-DEMO PLAN � � o 4 $ 1070 ROUTE 132 ,{�, =x U DRAWN BY:GH CHECKED BY:JD VERSION 12B/BUL,LETN 2013-10 ""!�R 1�S�a� DATE/2013 • CODED NOTES • - (D EXISTING ELECTRICAL PANELS, WIRE AND CONDUIT SHALL BE REMOVED. REMOVE WIRE p �V AND CONDUIT BACK TO DISTRIBUTION PANEL. uull ' OREMOVE ALL EXISTING ELECTRICAL DEVICES TO PREPARE FOR NEW"OSW'BUILD OUT.REFER ( I I p TO ELECTRICAL DEMOLITION NOTES BELOW '% j O3 REMOVE EXISTING DISCONNECT WIRE AND• CONDUIT FROM ROOFTOP EXHAUST AND HOOD 1 '7 FANS. ®CONTRACTOR SHALL RELOCATE PANEL PP-4 I I l �� C•'l FOR TEMPORARY POWER DURING DEMOLITION o Ndd� PHASE AND THE START OF NEW O 8 - I - .+ �•0N CONSTRUCTION UNTIL NEW'IFS'PANEL IS INSTALLED AND CONNECTED TO.THE EXISTING _.__.._. . _........._............. _....-..._ ..... _.....____. ._....__ ..__..__.-.. ........_.-.___ _.__...__..... _....-.... _-._....... :l MAIN DISCONNECT SWITCH. WHEN NEW"IFS"IS F'-- l� ppgg ' ©^p,� _� � INSTALLED THIS TEMPORARY SERVICE SHALL II' I II I ---_ �� G�,Je BE REMOVED AS STATED IN CODED NOTE#I. _ OS Ili �R �� 6 I I I t!r `� 1 � j� __ 6 F4� O$ EXISTING LIGHT FIXTURE TO REMAIN. Ili �' L 3 (�� I I 4 �"� ELECTRICAL CONTRACTOR SHALL INTERCEPT EXISTING FEEDER WIRE/CONDUIT AND EXTEND PH UNTIL NEW"IFS PPANElDl15 DURING DEMO II 6 AT THAT TIME THE ELECTRICAL CONTRACTOR II ` SHALL EXTEND WIRE AND CONDUIT TO"IFS" II Og 3 I I I PANEL AS INDICATED IN NEW BUILD PLANS. II AERacEAn 3 4Tm EXISTING FIRE ALARM DEVICE TO REMAIN.1F (J I I OE VICE IS INSTALLED ON WALL BEING �O I REMOVED IN DEMO PHASE ELECTRICAL L� - I I • II I I CONTRACTOR SHALL HANG DEVICE WITH WIRE TIED TO STRUCTURE ABOVE UNTIL NEW LAYOUT ISPROVIDED DURING NEW BUILD PHASE. __17=0 RiEEZER B II 2 O7 E%ISTING ROOFTOP UNIT TO REMAIN.EXISTING ii � �--LK---a ,• i - ,i --- --- 4 UNITS ARE CONNECTED TO EXISITNG"MDP" WHEN NEW"IFS"PANEL IS'INSTALLED �� Yii--- 4 I , L ---- J -----' i ELECTRICAL CONTRACTOR SHALL EXTEND ri (' EXISTING WIRE AND CONDUIT FEEDING NEW ancNm --3 _II TO NEW"IFS"PANEL AS INDICATED IN NEW 2 BUILD PLANS. L� O8 E LACE DURING DEMO PHASE. __JIII an wm d rL ELECTRICAL CONTRACTOR SHALL INTERCEPTEXISTNG EXIT SIGN/EMERGENCY LIGHT TO RA O d I I E%ISTING FEEDER WIRE/CONDUIT AND EXTEND TO TEMPORARY PANEL PP-4. O ELECTRICAL CONTRACTOR SHALL RELOCATE a � 1`-�11 n cus I I _,' X�' d I OO• I EXISTING LIGHT FIXTURES FROM EXISTING / KITCHEN AREA TO LOCATIONS SHOWN ON {�yF� 3 i(2y PLANS TO PROVIDE TEMPORARY LIGHTING 0 rL/"' r ///jjj I � d I l�-1I DURING DEMO PHASE. I_ U a �Qi, REMOVE ALL EXISTING EXPOSED CONDUIT, f ( I I i Og Qr - `�O ) I ( II I I N WIREWAYS AND WIRING IN ITS ENTIRETY. �:::: ® 2 -L— II -- II II \��ss Il-- J p� 1_ L__J 8 REMOVE ALL EXISTING WIRING FROM EXISTING 6 ------- -------------- -- CONDUITS RECESSED WITHIN EXISTING - STRUCTURE. r I �6 � -_ '•r REMOVE ALL EXISTING PANELBOARDS,METERS, rf- — c c �c�i/�- — WIREWAYS, JUNCTION BOXES,ETC..UNLESS �p NOTED OTHERWISE. REMOVE ALL EXISTING PLYWOOD •\ I �, �C27rr II rn m`J'�2� O TELEPHONE/DATA TA BACKBOARDS. �'^- I I I ` n w REMOVE ALL EXISTING TELEPHONE/DATA I �I I CABLING WITHIN BUILDING AND IN BUILDING -_ --_---- `- CHASES. SES. o0o REMOVE EXISTING SECURITY SYSTEM,CONDUIT -_-- AND WIRING IN ITS ENTIRETY. .......I - .,......I... ' REMOVE ALL EXISTING DISCONNECT SWITCHES, - - STARTERS,ETC. IN THEIR ENTIRETY. REMOVE ALL EXISTING LIGHTING FIXTURES. ELECTRICAL DEMOLITION PLAN DO NOT DISTRUB EXISTING LANDLORD SURFACE. RECESSED, CHAIN HUNG.ETC.IN �/8-I-�" SYSTEMS THAT MAY PASS THROUGH THE THEIR ENTIRETY. REMOVE ALL EXISTING LIGHT SWITCHES, TENANT SPACE. VERIFY ALL UNKNOWN RECEPTACLES, DATA AND TELEPHONE DEVICES WLRE AND CONDUIT WITH .LANDLORD 0 OUTLETS IN THEIR ENTIRETY. O I CUT ALL CONDUITS IN MASONRY WALLS AND PRIOR TO REMOVAL. 5 0 CONCRETE FLOOR SLABS BACK TO I*BELOW CNOTE: CONDUITS THRU BACK OF DISC THRU FINISHED SURFACE AND FILL HOLE TO MATCH \WALL TO PANEL'MDC W m SURROUNDING SURFACE. 93 \ PANEL MD P 12"BLOCK BUILDING WALL 36"x42"x12"CT BOX p BUILDING WALL 3 q"C 28"x35"x11"METER BOX . ( ) 'PP1'225A �, U 'PP2'225A 1200A DISC 'PP4'200A 'LP1'200A U 'ITE'#RH428L O 'PP3'200A 'DW DISC'200A �J - 240 'RTU4'70A 'RTU7'BOA 'RTU2'70A 'RTU3' 70A J ??'50A(off) 'RTU3 ( U m 4 GRADE .?'30A(off) - W W Q-1 G / EMPTY 2"C GRADE (3)4"C FROM TRANSFORMER J 4"C TEL �2"C (5)2.5"C POWER RISER " POWER RISER DEMOLITION NOTES, - EXISTING PANELS PP-1,PP-2,PP-3&LP-1 ARE TO BE REMOVED,INCLUDING WIRE AND CONDUIT BACK TO PANEL MOP. PANEL MDP SHALL REMAIN IN PLACE DURING THE DEMO PHASE TO PROVIDE POWER FOR ' - EXISTING RTU'S AND ONE TEMPORARY POWER nasnxx.�em..reo cevw cvrnw. PANEL(PP-4) ENGINEERJOB# 1 7M—% ' PANEL PP-4 SHALL BE RELOCATED AS SHOWN ON PLANS TO PROVIDE CONTRACTOR DRAWING NUMBER: • WITH TEMPORARY POWER DURING DEMO PHASE El l�o