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Home My WebLink About0655 IYANNOUGH ROAD/RTE132 (6) r p �\ �I I I '') J. I7y�,� I �' I ,� I � � r I ' I�a. � ��, V � � �i , � ---.�. b\ �i �;,. ;� � +� V :.. i Town of Barnstable BiU11d1i1 1. PosfiT.,,is CatdSo,7hat•�t i, U s ble•From%the St eet� Approved-�P a�,• Mustk�e�Reta�nedon.Joband,tiS�Card'.Mugt�b •ept.,, 1AR2tBiABt.E, ,!`- su ;.,.�"„ af, £" $Y� "a Ny r3.: :: Posted U tilFinalxlnS ,eO:ro HaSB," ,eITIVIaCl2'� s� ...0 g y� r. {•�,:dj �+�a+R Where-a Cei�iicate of• ccu nc,�,1s� a w� ed��suchgBuildinv shall a .be�,Occu ,ied until a F�natT�l s ection haszbe,e` made.. . -.,. Permit - Permit NO. B-17-2106 Applicant Name: Matthew R.Genzale Approvals Date Issued: 07/21/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only Expiration Date: 01/21/2018 'F Foundation: Commercial Map/Lot 311 008 Zoning District: SPLIT Sheathing: Location: 655 IYANNOUGH ROAD/RTE132 HYANNIS x ContactoName JON f HENDERSEN Framing: 1 Owner on Record: CTS FIDUCIARY LLC TR x ; -C.-t ontractor Licensed CS-084113 2 Address: C/O TURTLE ROCK LLCg N � �xA . Est Project Cost: $90,000.00 Chimney: YARMOUTH PORT, MA 02675 �} r 3 � Perrnit,Fee.WW" $954.00 Description: interior remodel of existing restrooms Insulation:. 1 �..�FeePaid $954.00 V II CHANGE OF CONTRACTOR FROM MATTHEW R�.ENZALf TO JON E �Da E� 7/21/2017 final: HENDERSfN 9/11/17 � Plumbing/Gas Project Review Req: interior remodel of existing restrooms��A. Rough Plumbing- � ' Building Official Final Plumbi CHANGE Of CONTRACTOR FROM MATTHEW R GfNZALE TO 10N ng: E HENDERSEN 9/11/17 � Rough Gas: This permit shall be deemed abandoned and invalid unless the work authornzed�by this permit is commenced within six monthsaafter issuance. a� xi sass .-; - All work authorized by this permit shall conform to the approved applx atioandtlapproved construction docume�for which this permit has been granted. final Gas: All construction,alterations and changes of use of any building and structures=shall be in compliance with the local z03M." by laws anti codes. This permit shall be displayed in a location clearly visible from access street or ro d and shall be maintained openffd ublic RA This for the entire duration of the h , 3P Electrical, work until the completion of the same. �� rtk� ' 0 Y �r �� , r 4 z # Service: o- '� �. -" gq, s ,, , � a ray q; - ..The Certificate of Occupancy will not be issued until all applicable signatures€by theBuUdingand Fire Offigels are providedon this permit. Minimum of Five Call Inspections Required for All Construction Work `." '' M %' r 4€ �` Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3:All Fireplaces must be inspected at the throat level before firest flue lining is installed p p g Low Voltage Rough: 4:Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: j Work shall not proceed until the Inspector has approved the various stages of construction. Fire D en "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). F Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building . . _. = , o That'it°is'\Lisible;Fromahe S reet 'A roved'�Plans Mrast,be�Retamed on ob and this�Card M-ustbe Kept, '. Post This Card S � pp�y � ;� � a posted Until•-Final�lns ection Has-Been Made �x, � s �� ; �� " � � Z � 4� Permit ► �� of� -u anc �ts�Re utred'�such-Budd�n shall Not;be�Occu ie Fu»#�I aFrnal ns'ec#aonhas been;�ma,de 1 ei jjjlt sudWhere a�er#ificat Oct ,. �. Permit No. B-17-2106 Applicant Name: Matthew R.Genzale Approvals Date Issued: 01/21/2017 Current Use:- Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 01/21/2018 Foundation: commercial Map/Lot: 311 008 Zoning District: SPLIT • Sheathing: Location: 655 IYANNOUGH ROAD/RTE132,HYANNIS Contractor Name MATTHfW R GENZALE Framing: 1 Owner on Record: CTS FIDUCIARY LLC TR g �r „ Contractor License CS-078126 2 Address: C/O TURTLE ROCK LLC x Proiect Cost: $90,000.00 Chimney: YARMOUTH PORT, MA 02675 Permit Fee: $919.00 Description: interior remodel of existing restrooms Insulation: . . � Fee Paid' $919.00 Project Review Req: interior remodel of existing restrooms Date 7/21/2017 'Final: IF k 7fa � u Xj Plmbin g/Gas Rough Plumbing: Building Official Final Plumbing: This permit be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. q- _ �,,�. � ,r� - At Rough Gas: . All work authorized by this permit shall conform to the approved application and the approved construction documents for Which'-this permit has been granted. All construction,alterations and changes of use of any building and structuresshaf be in compliance with the local zoningby Iaw and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or oad a d shall be maintained open for public mspect forthe entire duration of the work until the completion of the same. �� Electrical, The Certificate of Occupancy will not be issued until all applicable signatufes byAhe Building and�fire Officials arerprouided on this permit. Service: g Minimum of Five Call Inspections Required for All Construction Work a 1.Foundation or Footing , �S Rough: 2.Sheathing Inspection „ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # -B _0? Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis ra ytvfj,�, Poet Degi 7/6/1°7 Project Street Address �01 YAYA10V c-H P-d. Sli- 5 NLA-Ul-5 M,4 na 6 a Village Owner cr C AI 5 H45 I-ME PS Address ,r,"5_0 2_ I1EE& `1 AV (JAIIt/ fl � Telephone I Q ref— G rsif- 0"3.0' ' C 7°�3 d Permit Request —1Lj LD I A-,- 6- Pk-02jl i% l�e 2. 1 ry G21 c/Z &4 Q Dt L Square feet: 1 st floor: existing3G Al roposed 2nd floor: existing 0/ proposed Q Total new Zoning District Flood Plain Groundwater Overlay 3(0/j 3 Project Valuation 90 040 Construction Type)Y/";%Q/Va.E/Z Lot Size�_ ! Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 12 11210) Historic House: ❑Yes No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout Other,-f'el A/E Basement Finished Area (sq.ft.) Q Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: X Yes ❑ No Fireplaces: Existing 0 New 0 Existing wood/coal stove: ❑Yes �No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing `ew size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: r� Zoning Board of Appeals Authorization ❑ Appeal # Recorded❑ �^ ,•j Commercial (Yes ❑ No If yes, site plan review# Current Use M- K,5;,e .A OLD Proposed Use /o A/ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Afgjry CntisrA-vc_r►oN 1M,4"i - tr I6x,Telephone Number 97S- 87 30 Address 3 License #�Q7 7$l 2 "A 019_0 Home Improvement Contractor# Nlrx Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -- :Rlag .Y AAA SIGNATURE DATE (013011-7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: FOUNDATION -` FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 7 CazumaTm cable •) -ma's`.r LGC��.�i' ��I..G.fiiGt(J_i . .. _ _ 4��• � � {, _ 600 • kG'E[rRfLFI1�S.�,�pp�liZft� i ',i. .. • Wm1mrs2 Cmmpe1Lia5m cz Af E&viL-R-Wlde7jcaI smec�rrfRlrrn ers ucan#�ftafiry7f. 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Inrn - •Itn■ L r .n�■ r■ _■■• ■■wyn k n rnt.n■► wr •a•n■t �■ _■r r:tR nl .■■■■ ./ n r■In■■ ter: •■■ -�/\_ . r ■ -- ■ n v• u 1 r a •r /• r _ ar.l nr at -/n ^- r " r•r t .n f r• n■m r r d i■ . •r ■ ■ter,■6 a-.1 ■n F5i .■rntv■■. • ►.t.�■ • oi_■ ► 1 Is • � oil (A r I efn1,� � � �/ 7' O�U/(� f•✓� �A�t 11 �e �I c, o aG 10y9 6 7.5'(( oc A(5v�, r } N 1 1 F Mass. Corporations, external master page Page 1 of 2 William Francis Galvin m Secretary a Commonwealth + t b W Corporations Division Business Entity Summary , ID Number: 001060410 Request certificate�� New search t Summary for: MRG CONSTRUCTION MANAGEMENT, INC. The exact name of the Domestic Profit.Corporation: MRG CONSTRUCTION MANAGEMENT, INC. Entity type: Domestic Profit Corporation Identification Number: 001060410 Date of Organization in Massachusetts: 09-01-2011 Last date certain: _ Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 3 CENTENNIAL DRIVE SUITE 50 City or town, State, Zip code, PEABODY, MA 01960_ USA Country: The name and address of the Registered Agent: Name: MATTHEW R. GENZALE Address: 3 CENTENNIAL DRIVE SUITE 150 City or town, State, Zip code, PEABODY, MA 01960 USA Country: The Officers and Directors of the Corporation: Title Individual Name., Address PRESIDENT MATTHEW R. GENZALE 32 SANDRA RD. PEABODY, MA 01960 USA PRESIDENT MATTHEW R. GENZALE 32 SANDRA RD. PEABODY, MA 01960 USA TREASURER MATTHEW R. GENZALE 32 SANDRA RD. PEABODY, MA 01960 USA SECRETARY MATTHEW R. GENZALE . 32 SANDRA RD. PEABODY, MA 01960 USA DIRECTOR MATTHEW R. GENZALE 32 SANDRA RD. PEABODY, MA.01960 USA Business entity stock is publicly traded:. The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001060410&S... 7/6/2017 ` Mass. Corporations,external master page Page 2 of 2 Total'.Authorized Total issued and I Class of Stock Par value per share outstanding No.of shares Total par No.of shares value CNP $ 0.00 275,000 $ 0.00 0 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution ` Annual Report Application For Revival Articles of Amendment - � View filings Comments or notes associated with this business entity: New search F . { r " t http://corp.sec.state.ma.us/CorpWeb/CorpSea.rch/CorpSummary.aspx?FEIN=00106041 O&S... 7/6/2017' AC Rv® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOD/YYYY) ` . 2/2/2017 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,subjeIct 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 CONT CT _ NAME• Melissa Pflug - Mackintire Insurance Agency Inc PHONE (508)366-6161T FAX " 11 West Main Street E-MAIL - A/C No•.(508)366-5202 ADDRESS:melissap@mackintire.com INSURE S AFFORDING COVERAGE NAIC 0 Westborough MA 01581-1931 INSURERA:Selecti.ve Ins. Co. of America 12572 INSURED INSURER B: r Commercial Technology Corp , INSURER C: _ 48 Davis Rd. INSURERD: -. INSURERE: Millbury MA 01527 INsuRERF: COVERAGES CERTIFICATE NUMBER:16-17 Master 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 A 0 BY PAID CLAIMS. INSR - .. L R TYPE OF INSURANCE WVn • POLICY NUMBER MMIDDYIYYI% MMIDD YYYI EXP LIMITS X COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE S 1,000,000 A CLAIMS-MADE Fx_1 OCCUR A 5 I c P MI Ea ourre S 100,000 TBDI' - ' 02/01j2017 02/01/2018 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 3,000,000 X POLICY❑JET LOC PRODUCTS•COMP/OP AGG $" 3,000,000 OTHER: AUTOMOBILE LIABILITY -' - - - . -.r $ - _ - Ea aBttiNden IN L ANY AUTO t; ALLOWNED SCHEDULED BODILY INJURY(Per person) S - ` � AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPE Ge DAMAGE AUTOS $ $ X UMBRELLA LIAR X OCCUR _ EACH OCCURRENCE $ 2 000,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE S 2,0 00,000 DEO RETENTIONS TBD 02/01/2017 02/01/2018 S. WORKERS COMPENSATION PER O H• � AND EMPLOYERS'LIABILITY YIN - + STATUTE ER , ANY PROPRIETORIPARTNERIEXECUTIVE - OFFICERIMEMBER EXCLUDED? ❑NIA _ - - - E.L.EACH ACCIDENT $ 1 000.000 - A (Mandatory In NH) TBD 02/01/2017 02/01/2018 E.L.DISEASE-EA EMPLOYE $ 1,000,060 It Yes,describe under 4 ,a - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000j000 DESCRIPTION OF OPERATIONS I LOCATIONS VVEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Where required by written contract: Blanket Waiver,-of Subrogation - All Policies; Blanket Additional Insured Ongoing and Completed Operations_, - All Policies other than Workers Comp- 'Blanket Additional Insured wording on a primary/non-contributor" basis. r w .CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MRG Construction'M3nagement Inc. THE EXPIRATION, THEREOF, NOTICE WILL BE DELIVERED iN 3 Centennial Drive ACCORDANCE WITH THE POLICY PROVISIONS. L�... Suite 50 Peabody, MA 01960 AUTHORIZED REPRESENTATIVE William Wence/DORRIE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 I2e14011 1 AC V CERTIFICATE OF LIABILITY INSURANCE DATE(MWDUY" t� 1 6/29/2017 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()es)must be endorsed. If SUBROGATION IS WANED,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 NTACT NAME: Renee Skillings THE ROWLEY AGENCY INC. PHONE •EAR, (603)224-2562 No,:lco3)z2d-aoiz 45 Constitution Avenue ADDRIL .rskillings@rowleyageacy.com P.O. BOX 511 INSURE S AFFORDING COVERAGE NAIC0 Concord NH 03302-0511 INSURER A.Citizens Insurance Co. 31534 INSURED INSURER B Allmerica Financial Benefits 41840 Executive Building Systems, Inc. INSURER CSanover Insurance Co. 22292 19 Star Drive INSURERDNCCI-Work Comp POOL 10060 Unit C INSURER E: Merrimack NE 03054 INSURERF: COVERAGES CERTIFICATE NUMBER:17-18 Master w/NH WC 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 POLICYADDL EFF POLICY EXP 7R TYPE OF INSURANCE I POLICY NUMBER MMIDD MMID �- LIMITS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RE I A CLAiMSdtADE FIX-I OCCUR PREMISES Ea occurrence $ 300,000 X. Contractual per CG0001 I ZBV D299944-00 i 7/1/2017 7/1/2018 MED EXP(Anyone person) S 15,000 PERSONAL&ADV INJURY S 1,000,000 GENL AGGRE^GATE LIMIT APPLIES PER: I GENERAL AGGREGATE 3 2,000,000 HPOLICY u jpc(� 1 LOC j I PRODl1CTS-COMP/OP AGG $ 2,000,000 OTHER: I h $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acddern] $ 1,000,000 r_ B ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED J AUTOS R AUTOS I AW1 D299940-00 6/30/2017 6/30/2018 BODILY INJURY(Peraafdant) S R I NON-OWNED PROPERTY DAMAGE HIRED AUTOS R AUTOS i Per accident �_� X UMBRELLA LWB R OCCUR ; EACH OCCURRENCE I'$ 5 000 000 C EXCESS LIAB CLAIMS-MADE UHV D299947-00 7/1/2017 7/1/2018 AGGREGATE $ 51000,000 DED RETENTION i $ WORKERS COMPENSATION COVERAGE APPLIED FOR. R� 3TT ER TH- ER ANDEMPLOYERS'LUABIU YIN ANY PROPRIETORIPARTNERIEXECUTIVE n 3A States: Na E.LEACHACCIDENT $ �Soo,000 D OFFICERIMEMBER EXCLUDED? u INIA , - �(MandatorylnNH) 8xcl Officer: Andrew Roza 7/1/2017 ( 7/1/2018 E.L.DISEASE-EAEMPLOYEO S 500,000 It yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 A I LASED/RENTED E2UIP1,=T ZBV D299944 00 7/1/2017 7/1/2018 LIMIT: 80,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 10'1,Addldonal Remarks Schedule,may be attached U more space is required) Re: LAX United Marketing, LLC (16-060), 4-C Presidential Way, Woburn, MA 01801 MRG Construction Management Inc., Minast, LLC, and Eastern Bank are included as additional insured on a primary and noncontributory basis on the Auto, General (for ongoing S completed operations) and Umbrella liability policies when required by written contract. Waiver of subrogation applies in favor of the additional insured on the auto, general and umbrella liability policies when required by written contract. ' S ' CERTIFICATE HOLDER CANCELLATION jhebert@mrgcm.com s SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MRG Construction Management Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3 Centennial• Drive ACCORDANCE WITH THE POLICY PROVISIONS. Suite 50 Peabody, MA 01960 AUTHORIZED REPRESENTATIVE Renee Skillings/RLS ©1988-2014 ACORD CORPORATION. AI'I rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025r2014011 f AC�® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE F5/30/2017 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 r---qELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED l 'PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)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., Construction Eastern Insurance Group LLC PHONE (800)333-7234 FAX ----- 233 West Central St EMAIL ADDRESS: _- INSURERS AFFORDING FFORDING COVERAGE NAIC_Y Natick MA 01760 INSURERA:Citizens Of America INSURED^ - INSURERB:Allmerica Financial Benefits 41840 _ King Painting Inc INSURERC:Hanover Insurance Co. _22292 50 High Street, Suite 22 INSURERD:AmGuard 42390 INSURER E: _ North Andover MA 01845 INSURERF: COVERAGES CERTIFICATE NUMBER:Master 2017 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 SUBFF ._ — - - _ POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDD YY MM/DD YYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAG�'I`O HEN fE�'-- 100 000 A CLAIMS-MADE OCCUR $PREMISES(Ea oxunence $__ X XX,C,U Included X ZBNA652650 6/16/2017 6/16/2018 MED EXP(Any one person) $ 5,000 X Contractual Liability PERSONAL It ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; Liability Deductible_ GENERAL AGGREGATE $ 2,000,000 POLICY a JECT LOC $1,000 PRODUCTS-COMPIOP_AGG $ _ 2,000,000- OTHER: Property damage-single limit $ — ( AUTOMOBILE LIABILITY Ea COMBINED 0 IN I I $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ --- ALL OWNED X SCHEDULED AWNA652648 6/16/2017 6/16/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS X _ NON-OWNED a- PROPERTY DAMAGE Per ax dent _X HIRED AUTOS X AUTOS � $--- X UMBRELLAl1AB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5 000 000 OED RETENTION$ 0 X UHNA652651 6/16/2017 6/16/2018 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN - ANYPROPRILTORIPARTNERIEXECUTIVE NIA E.L EACH ACCIDENT S _1r000,000 OFFICER/MEMBER EXCLUDED? �N -" `-`---- - D (Mandatory in NH) KIWC857286 6/16/2017 6/16/2018 E.L.DISEASE-EA EMPLOYE $ 1 000 000 It yes.describe under ---- __._.�_.�--__�--1-..---- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 A Leased/Rented Equipment ZBNA652650 6/16/2017 6/16/2018 Limes $100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: CHRISTMAS TREE SHOPS - 655 MA-132 - HYANNIS, MA 02601 MRG CONSTRUCTION MANAGEMENT INC. IS INCLUDED AS ADDITIONAL INSURED ON A PRIMARY AND NON-CONTRIBUTORY BASIS FOR GENERAL LIABILITY, AUTO LIABILITY•AND UMBRELLA LIABILITY WHERE REQUIRED BY WRITTEN CONTRACT. ADDITIONAL INSURED COVERAGE FOR GENERAL LIABILITY AND UMBRELLA LIABILITY INCLUDES COMPLETED OPERATIONS WHERE REQUIRED BY WRITTEN CONTRACT. WAIVER OF SUBROGATION APPLIES IN FAVOR OF ADDITIONAL INSUREDS ON ALL POLICIES WHERE REQUIRED BY WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MRG CONSTRUCTION MANAGEMENT INC. THE EXPIRATION DATE THEREOF, NOT16E WILL BE DELIVERED IN 3 CENTENNIAL DRIVE ACCORDANCE WITH THE POLICY PROVISIONS. SUITE 150 PEABODY, MA 01960 AUTHORIZED REPRESENTATIVE • John Koegel/PIA- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) N i OP ID:LM CERTIFICATE OF LIABILITY INSURANCE DA 0 (1/12/22/2017 f.. 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 doe_s not confer rights to the certificate holder in lieu of such endorsements. PRODUCER C NTA Talbot Insurance Agency,Inc. PHONE FA 221 Chelmsford Street FAX. No): . Chelmsford,MA 01824 E-MAIL Edward J.Talbot,Jr. ADDRESS: PRODUCER- ;SPOLI-1 INSURERS AFFORDING COVERAGE NAIL R INSURED SPOLIDORO&SONS,INC. -INSURER A-Merchants Insurance Group 2267 ID#401668 23 CHAMPA ROAD INsuRERe: BILLERICA,MA 01821 INSURERC: INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�TRR TYPE OF INSURANCEIkDDLrU POLICY NUMBER POLICY POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,0001 A X COMMERCIAL GENERAL LIABILITY X CMP 9150150 10/30/2016 10130/2017 PREMISES Ea occurrence $ 100,00 CLAIMS MADE a OCCUR MED EXP(Any one person) S 5,00 X BiktContractual PERSONAL SADVINJURY S 1,000,00 X Indep Contractors GENERAL AGGREGATE S 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: [PRODUCTS-COMPIOPAGG 5 2,000,00 POLICY X ,PEN LOC $ RO AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,00 A ANY AUTO MCA7014699 _ 10/28/2016 10/28/2017 (Ea accident) BODILY INJURY(Per person) S ALL OWNED AUTOS X BODILY INJURY(Per accident) den S SCHEDULEDAUTOS PROPERTY DAMAGE $ X HIRED AUTOS (PER ACCIDENT)- X NON-OWNEDAUTOS $ .. $ UMBRELLALIAO X OCCUR EACH OCCURRENCE $ 3,000,00 EXCESS LIAR CLAIMS-MADE AGGREGATE S 3,000,00 A CUP9140114 10/30/2016 10130/2017 DEDUCTIBLE SIR $ 10,00 X RETENTION $ 10,600 S WORKERS COMPENSATION - .. X WC STATU- TH- AND EMPLOYERS'LIABILITY A ANY PROPRIETOR(PARTNER(EXECUTIVEY/N NIA WCA9096458 04101/2016 04/01/2017 E.L.EACH ACCIDENT S 1,000,00 OFFICERIMEMBER EXCLUDED4 aN (Mandatory in NH) E.L.DISEASE.EA EMPLOYE S 1,000,00 D yes,desaibe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,00 ,. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) RR 9�viidence oftt��Ins nce for wok erformed b A g olidor &Sons, nc. o�theCGen tr�a�Lon ra p� cy.nt�s�IHO named s ad�itlonal�nsured w�th respect CERTIFICATE HOLDER CANCELLATION .MRGCONS' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MRG CONSTRUCTION MNGMNT INC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 3 Centennial Dr Ste 50 Peabody,MA 01960 AUTHORIZED REPRESENTATIVE 01988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD r r SOUTH-5 OP ID:AS ,4�oRn� CERTIFICATE OF LIABILITY INSURANCEF06108/2017° 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 poilcy(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 endomemen s. PRODUCER. N E: Bradshaw Insurance Agency PHONE 40 Faunce Corner Road P.0.Box 70437 ADDRESS:North Dartmouth,MA 02747 WSU S AFFORDINOCOVERAOE NAICq INSURER A:NGM insurance Company 14788 INSURED South Coast Flooring,Inca INSURERS:PO Box 3646 INSURERS: " Westport,MA 02790 INSURER D: INSURERS: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD _ INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS-SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER IM11111DOWMI (MMIODIYYYYILIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY X MPM28715 02/03/2017 02/03/2018 P G DAMAE Ef�mmmco) s 600,00 CLAIM34AADE Q OCCUR MED EXP M one on) S 6100 X CG0001 T PERSONAL BADVINJURY SS 1,000,00 GENERAL AGGREGATE $ 2,000,00 OEN'LAGGREGATELMT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,00,00 POLICYXo LOC AOM081LH LIABILITY COMBINI (Eqeccide 1,000,00 A ANY AUTO X MOM28716 02/03/2017 02/0312018 BODILY INJURY(Par Person) 1 AUUTOS X AUWNED TOSULED BODILY INJURY(PerecddeM) S X HIRED AUTOS X AUTOSD PER R G S S . X UMBRELLA UAB I X OCCUR EACH OCCURRENCE S 5,000,00 A EXCESSLMB CLAIM64AADE X CM28716' 03/18/2017 03/18/2018 AGGREGATE S 6,000,00 ED X RETENTIONS 10000 S WORKERS COMPENSATION X WC STA OTH. AND EMPLOYERS'LIABILITY OOO OO A ANY PROPRIETORIPARTNERIEXECUIIVE YIN CM28716 02/2412017 02/24/2018 E.L EACH ACCIDENT $ 1, , OFFICERIMEMBER EXCLUDED? ® N I A ((Mendatmy in NH) E.L.DISEASE.EA EMPLOYEE S 1,000,00 byyeess DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Ad=hACORDtd1,Addldona'Romuks$OWtde,Ifmmnspedlerowtred) Project:17-022 T-Mobile South Zad,1180 Washington StUnit 103,Boston*Mh 02113 Construction Management Inc in endorsed as an additional insured. To the — fullest extent permitted by applicable state law,a Waiver of Subrogation Clause shall be added to the General Liab,Excess or Umbrella Liab, Automobile 6 Workers Comp policies in favor of Contractor & Owner. CERTIFICATE HOLDER .. CANCELLATION MRGCONI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MRG Construction Management In ACCORDANCE WITH THE POLICY PROVISIONS. 3 Centennial Drive,Suite 60 AUTtiO REPRESENTATIVE Peabody,MA 01960 . 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD I SMSSE-1 OP ID:JO ,4�o►�ra� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 01H212017 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(tes)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 endorsemen s. PRODUCER NAME: John Dussault Foster Sullivan insurance 163 Main St PHON; 878-686-2266 rIAAC.No).978.686-6410 North Andover,MA 01846 E-MAIL Foster Sullivan Insurance LLC Ss:certiflcates@fostersullivangroup.com INSURERS AFFORDING COVERAGE NAIC 0 NSURERA:Crum&Forster Special 44520 INSURED SMS Services,Inc. - - - - INSURER El:SAFETY INSURANCE COMPANY - 39464 Methuen,MA 01844 East Street INSURERC:CONTINENTAL INDEMNITY 28258 Meth INSURER D:Califomia Insurance Company 38865 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE UC POLICYNUMBER MMIDD/YYYY MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE S 2,000,00 A X COMMERCIAL GENERAL LIABILITY X EPK-116420 01/11/2017 01/11/2018 PAMAGE REMISES Haoccurrence $ 50,00 CLAIMS MADE OCCUR MED EXP one pe(sonj $ 5,00 PERSONAL&ADV INJURY S 2,000,00 GENERAL AGGREGATE S 5,000,00 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO S 2,000,00 POLICY X PRO LOC IDED S 5,00 AUTOMOBILE LIABILITY - O BINFN I LEURr (Ea - 11000100 B ANY AUTO X 5069178 10/07/2016 10107/2017 80DILY INJURY(Per person) $ ALL OWNED AUTOS X AUTOSULED BODILY INJURY(Per accident) S X HIRED AUTOS X NON-OWNED PROPERTY S - AUTOS 1 E S X UMBRELLA LIAR X OCCUR EACH OCCURRENCE S 5,000,00 A 7 EXCESS LIAB CLAIMS-MADE X EFX-1067519 01111/2017 01/11/2018 AGGREGATE $ 5,000,00 OED I X I RETENTIONS 10000 1 $ WORKERS COMPENSATION X WG STATU- TH- AND EMPLOYERS'LIABILITY IT C ANY PROPRIETORIPARTNERIEXECUTIVE YIN N N/A 6-829389-01-12 07/19/2016 07/19/2017 E.L.EACH ACCIDENT S 1,000,00 D (Mandatory in NH)EXCLUDED? NIA CT 07/19/2016 07/1912017 E.L.DISEASE-EA EMPLOYEE S 1,000,00 WoWbe under IPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,00 A POLLUTION LIAB EPK-115420 01/11/2017 01/11/2018 EACH COND 2,000.00 A PROFESSIONAL LIAB EPK-116420 0111112017 .01/1112018 DED 6,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddWonal Remarks Schedule,B more space Is required) see page 2 J CERTIFICATE HOLDER CANCELLATION MRGCONS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MRG Construction Management, Inc. 3 Centennial Drive,Suite 50 AUTHORIZED REPRESENTATIVE - Peabody,MA 01860 �� f 01988-2010 ACORD CORPORATION. All rights reserved. ACORD.25(2010/05) The ACORD name and logo are registered marks of ACORD j. Massachusetts Department of Public Safety Board of Building Regulations and Standards ` - License: CS-078126 Construction Supervisor MATTHEW R GENZALE 3JULIE CIRCLE PEABODY MA 01960 Expiration: Commissioher 01/03/2019 A Shea, Sally From: Stephanie Blomberg <sblomberg@mrgcm.com> Sent: Thursday,July 06, 2017 12:19 PM i To: Shea, Sally Cc: Rich Yebba Subject: MRG Construction Attachments: doc0067892017070611.4510.pdf, MRG Construction Supervisor License.pdf Hi Sally, Please see attached COls for Subcontractors and a copy of MRG Construction Supervisor License for the Christmas Tree Shop Restroom project for your review. Please let me know if you are in need of further documentation. Thank you, Stephanie Stephanie Blomberg Administrative Assistant COMMUCTION MANAGEMENT.INC. 3 Centennial Drive,Suite 150 F Peabody,MA 01960 ' 978-587-3099 Ext:100(Phone) 978-717-5480(Fax) www.mrgcm.com t y 1 oFVKVIE Town of Barnstable *Permit#' q, Expires 6 months from issue date �'''PMASS."B'E' Town of Barnstable �A 1639. ♦0 ` Regulatory Services. Richard V.Scali,Director Building Division Paul Roma , Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:'508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as O�, er of the subject property hereby authorize MRG Construction Management, Inc. to act on r'ny behalf, F in all matters relative to work authorized by this building permit application for:. , Christmas Tree Shop (Interior Remodel) 655 IYANN0UGH'ROAD,-SU1TE`5, HYANNIS, MA 02601 (Address of Job) /?o U Es r A T'E Thu si C 7'S f't flu e t A n Y 4 i a re of O� er Date . Print a e If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\twilhelm\AppData\LocaiNicrosoft\Windows\Temporary Internet Files\Content.Outlook\U959X9DC\workmanscompwithpropertyownersauthorization.doc 01/25/17 Pnntvthis page:. • Owner Information-Map/Block/Lot: 311 /008/-Use Code: 3230 Owner Map/Block/Lot GIS MAPS CTS FIDUCIARY LLC TR 311 /008/ Owner Name as of C/O TURTLE ROCK LLC Property Address 1/1/16 231 WILLOW STREET 655 IYANNOUGH ROAD/RTE132 YARMOUTH PORT,MA. 02675 Co-Owner Name ROUTE 132 REAL ESTATE Village: Hyannis TRUST Town Sewer At Address: Yes GIS Zoning Value: SPLIT HB;B • Assessed Values 2017-Map/Block/Lot: 311 /008/-Use Code: 3230 2017 Appraised Value 2017 Assessed Value Past Comparisons Building Value: $ 8,579,400 $ 8,579,400 Year Assessed Value $ 309,000 $ 309,000 2016 - $ 12,417,600 Extra Features: 2015 - $ 113742,700 $ 549,600 $ 549,600 2014 - $ 115370,700 Outbuildings: 2013 - $ 11,370,700 2012 - $ 10,643,400 $ 3,087,000 $ 3,087,000 2011 - $ 9,993,800 Land Value: 2010 - $ 10,645,600 2009 - $ 10,593,000 2017 Totals $ 12,525,000 $ 12,525,000 2008 - $ 10,715,200 2007 - $ 10,715,200 • Tax Information 2017-Map/Block/Lot: 311 /008/-Use Code: 3230 Taxes Hyannis FD Tax (Commercial) $49,348.50 Community Preservation Act Tax $ 3,246.48 Town Tax(Commercial) $ 108,216 Fiscal Year 2017 TAX RATES HERE $ 160,810.98 • Sales History-Map/Block/Lot: 311 /008/-Use Code: 3230 History: r Owner: Sale Date Book/Page: Sale Price: CTS FIDUCIARY LLC TR 2014-08-28 -„ C204287 $10 BRP HOLDINGS LLC 2014-08-28 C204286 $10 CTS FIDUCIARY LLC 2003-01-02 #D899976 $0 BILEZIKIAN,DOREEN TR 1984-01-15 C95258 $1035000 FERN,FRANCES R 1983-10-15 C93682 $0 • Photos 311 /008/-Use Code: 3230 • Sketches-Map/Block/Lot: 311 /008/-Use Code: 3230 This property contains multiple sketches. Please use the navigation below the sketch to browse sketches. ik Additional Sketches 1 2 Click Here for print version that displays all sketches at once AsBuilt Card N/A • Constructions Details-Map/Block/Lot: 311 /008/-Use Code: 3230 Building Details Land Building value $ 8,579,400 Bedrooms 00 USE CODE 3230 Q , Replacement Cost $10,691,040 Bathrooms 0 Full-0 Half Lot Size 9.15 (Acres) Model Ind/Comm Total Rooms Appraised $ 3,087,000 Value Style Shop Community Heat Fuel Gas Assessed Value 3,087,000 Grade Custom Minus Heat Type Hot Air Year Built 1989 AC Type Central Effective 21 Interior Vinyl/Asphalt depreciation Floors Stories 1 Interior Walls Drywall Living Area sq/ft 72,480 Exterior Concr/Cinder Walls Gross Area sq/ft 76,700 Roof Flat Structure Roof Cover Tar&Gravel • Outbuildings& Extra Features-Map/Block/Lot: 311 /008/-Use Code: 3230 Code Description Units/SQ ft Appraised Value Assessed Value SPRI SPRINKLERS- 66933 $ 217,900 $ 217,900 PAV 1 PAVING-ASPHALT 231000 $ 463,200 $463,200 LDWR Loading Dock 149 $ 5,600 $ 5,600 w/roof RFCC Reinforced Concrete 144 $ 1,000 $ 1,000 FNC2 Fence-6'Wd 39 $ 1,000 $ 1,000 FNG8 Fence Gate-6' Wd 78 $ 1,900 $ 1,900 BMT Basement- 2170 $ 50,300 $ 50,300 Unfinished FOP Open Porch-roof- 910 $40,800 $ 40,800 ceiling PAT2 Patio-Good 1144 $ 10,100 $ 10,100 PAV 1 PAVING-ASPHALT 2178 $ 8,600 $ 8,600 LP10 Light Pole per LF 30 $ 3,100 $ 3,100 LTHL Halide Light FIxture 4 $ 5,900 $ 5,900 GEN2 Commercial 1 $49,200 $49,200 Generator • Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Microsoft VBScript runtime error'800a01aV Object required: " /Assessing/print17.asp, line 153 Massachusetts Department of Environmental Protection eDEP Transaction Copy�tl Here is the file you requested for your records. To retain a copy of this file you must save and/or.print. Username: AGIAGI Transaction ID: 935691 Document: AQ 06-Construction/Demolition Notification Size of File: 227.77K Status of Transaction:. In Process Date.and Time Created:. 7/2112017:11:35:02 AM Note:This file only includes forms that were part of your "~ transaction as of the date and time indicated above. If you need a.more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. ti. s - - I Massachusetts Department of Environmental Protection BWP AQ 06 Pre-Form Notification Prior to Construction or Demolition' t t . r This is a revision to an existing form. Project ID for existing form to be revised: f lrr This job is being conducted under a Blanket Permit. MassDEP assigned Blanket Authorization ID r This job is being conducted under a Non Traditional Abatement Work Practice Pemut. MassDEP assigned Non Traditional Work Practice Authorization ID: None of the above conditions apply,generate a new form. 9 V k J ; , U� 2 a� 4,Y — y ,v t Revised: 11/13/2013 Page-4 of] Massachusetts Department of Environmental Protection 1oo267sag BWP AQ 06 i Notification Prior to Construction or Demolition Asbestos Project# " Project Revision r Project Cancellation A.Applicability , ` A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential . r building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP),Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior'to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? . - S I— a.Yes V b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval I# . Instructions: B. Facility Description 1 All sections of this 'form must be 1.Facility Information: completed in order to CHRISTMAS TREE SHOP 6551YANNOUGH ROAD,SUITE 5 y comply with the a.Name of facility b.Street Address Department of . EnVironmental BARNSTABLE MA 026010000 8592615400 Protec;Ion. c.City/Town d.State e.Zip Code f.Telephone notification I -requirements of 310 TIM WILHELM PROJECTARCHITECT CMR 7.09. g.Facility.Contact Person h.Facility Contact Person Title 2.Submit Original. 8592615400 TWILHELM@AGP JS.COM Forfn To: I.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: P.O.Box 4062 Boston,MA 02211 36399 1 1.Square Feet 2.Number of Floors MassDEP Use Only 1.Was the facility built prior to 1980? r 1.Yes 2.No m.Describe the current or prior use of the facility: Date_Received RETAIL STORE(CHRISTMAS TREE SHOP) n.Is the facility a residential facility? r,,1.Yes r 2.No o.If"yes,how many units? t 2.Facility Owner: r. Same address as Facility CTS FIDUCIARY LLC TR 231 WILLOW STREET YARMOUTH PORT,MA.02675 a.Facility Owner Name b,Address YARMOUTH PORT MA 026750000 8592615400 , - c.City/Town d.State e.Zip Code f.Telephone i' 3.Facility On-Site Manager/Owner Representative: r,' Same contact person as facility a rl Same address as facility = "1 l✓,.Same address as owner t + i CTS FIDUCIARY LLC TR 231 WILLOW STREET;YARMOUTH PORT,MA,02675" a..On-Site Manager/Owner Representative b.Address YARMOUTH PORT MA 02675 8592615400 F + c.City/Town d.State e.Zip Code f.Telephone - Revised:03/17/2014 Page,I of 3 LI Massachusetts Department of Environm2ntal Protection 100267548 BWP AQ 06 Asbestos Project# . .: Notification Prior to Construction or Demolition project Revision . Project Cancellation, C. General Project Description 1 1.This project is: r" New Construction. [J Demolition ! Renovation 2.Project Dates: 8/10/2017 9/15/2017 a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DD/YYYY) 3.General Contractor: ; MRG CONSTRUCTION MANAGEMENT INC 3 CENTENNIAL DRIVE,SUITE 50 a.Name b.Address PEABODY MA 019600000 9785873009 rw -- --• c.City/Town d.State e.Zip Code f.Telephone MATT GENZALE 9785873009 g.General Contractor's On-site Manager/Foreman h.Telephone 4.Construction or demolition contractor: R Same as General Contractor ' MRG CONSTRUCTION MANAGEMENT INC 3 CENTENNIAL_DRIVE,SUITE 50 t a.Contractor Name b.Address PEABODY MA 019600000 9785873009 c.City/Town d.State e.Zip Code f.Telephone MATT GENZALE 9785873009 g.Construction and Demolition On-ste Manager h.Telephone 5.Licensed Construction Supervisor: MATT GENZALE CS-078126 a.Supervisor Name b.Construction Supervisor License(CSL).Number 6.Is the entire facility to be demolished? r a.Yes b.No 7.Describe the area(s)to be demolished: EXISTING RESTROOMS, 8.Describe the building(s)or addition(s)to be constructed: EXISTING RESTROOMS TO BE COMPLETELY RENOVATED 9 a:Were the structure(s)surveyed for the presence ofAsbestos-Containing r 1'.Yes 2 No Material(ACM)? b.Who conducted the survey? WILLIAM M.VAUGHAN A1040812 / 1.Name of Asbestos Inspector 2.DLS Certification# r. Revised:03/17/2014 Page 2..of 3 7,1 Massachusetts Department of Environmental Protection 100267548 __ BWP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition - project Revision.. r Project Cancellation .C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? r-1.Yes r 2.No General b.If ACM was found during the survey,please provide the Asbestos Notification Form ANF Project Number. 'Statement:If � ) J asbestos is found . during a Construction 11.For demolition and construction projects,indicate dust suppression techniques to be used: R or Demolition a.Seeding b.Wetting r c.Covering r d.Paving re. Shrouding all responsible parties r— f Other-Specify: must comply with 310 CM 7.00,7.09,7.15. and.Chapter 21 E of the General Laws of 12.Is this an Emergency Demolition Operation? r-a.Yes r b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated She emergency - limded to.filing an asbestos removal notification with the d.7iitle ,:r ?Department and/or a'_' �nofice of e:Date of Authorization(MM/DD/YYYY) f.MassDEP Waiver Number relb6s,'tt'reat of -- r ha elea zar s d e of a ous. D. Certification _..., ... . substance to the a .._._... Department,if "1 certify that I have personally TIMOTHY WILHELM applicable. examined the foregoing and am`' 1,Print Name familiar with the information TIMOTHY WILHELM contained in this document and' 2 Authorized Signature all attachments and that,based`. on my inquiry of those I PROJECT ARCHITECT individuals immediately 3,Position/Title, responsible for obtaining the ARCHITECTURAL GROUP INTERNATIONAL " information,I believe that the 4.Representing information is true,accurate,and 7/21/2017 complete.I am aware that there 5.Date(MM/DD/YYYY) �;,!>�-��= • -• -- are significant penalties for - submitting false information; including possible fines and 6.P.E.#, imprisonment.The undersigned Hereby states,under the penalties of perjury,that I am aware that this permit n application or notification shall not be deemed valid unless payment of the applicable fee is ' made., Revised:03/17/2014 -Page 3 of 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel Application # Health Division "FYn m I N IDate Issued Conservation Division Application Fee Planning Dept. Permit Fee L45. 06 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis rProj ci•Street-Address ---i Icy J-S Ry a to 1-7 2 r:Viliage. Hy ah VY> 5 �1 r r Owner'.- /��-t. l-e /3,2 li e4l G51cate 7_rgy-r Address rarMO07%,, /0A- Te1ephone o 9- 9 75'OOo 9- Permit Request 12 aCOm► /� m(4 P�B� �c(� Tr To C0 tt /&9coe7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION ~ -(BUILDER OR HOMEOWNER) Name RatQo of ri✓ -e Cortv,7,-tih q TelephoneNumber.tt ftF- 955 7/ 7 Address, eqx 511 License# C,(; 067 30 -3 oN f� � h�5 y'oU/Y1, �, d�?�✓�� Home Improvement Contractor# IC 3 7 Y-C 8-eaean 14u-1-Twa 1 �r5, Email 5G0T�0 Pk Ar, C0XMh11_ ,, GO/yl Worker's Compensation # .W 6 6 S1?6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C1 Y eGover l 3 ,'td er 5-t,. i0por*-fd° P SIGNATURE- = DATE -3 f 30//6 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Y f �TFIE rqy Town of Barnstable Regulatory Services 9� IE�« Richard V. Scali, Director viw�°�� 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 NOTICE TO THE BUILDING,DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT I, 0 ca':Ji l,� - ;� , Construction C Supervisor License, y # ,5 "010 3 7fehereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit # ��-�i� , issued to,(property address) �55 T IPJV"61a KKK 14-!3,'2 f 1 1(o W C"1t 1�i f on l , 2016. I also certify that on � f�✓ ; 201 , I notified the property owner,that the project under construction must cease until a successor.licensed Construction Supervisor, is submitted on.the records of the Building Division: ' LICENSE HOLDER DATE q/forms/newcontr reference R-5 780 CMR rev:040414 4°FTHE r Town ®f Barnstable Regulatory Services EAMSTABLZr '� Richard V. Scali; ]Director e°p 1639 - pEo Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-403 8 Fax: 508-79076230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, - cd-rt Maaro of rYiM-6 CdNvgcjC ,� Construction Supervisor License # cc ;Ir '3 O 5 ,hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# `�� l , issued to (property address) (o r tj c,u t-r, / 3:Z, HV aw n /`5 on P000k -go , 2016 . i . The following dqcuments are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers',Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLDER DATE qd bans/newcontrb rev:040414 Construction Supervisor . ;' - Massachusetts t3epartrr►erit cf P:ubic Safety y' Restricted to: Board,of Building. Regulations "and Standards Unrestricted' Buildings of any use group which contain less than 35;000 cubic feet (991 cubic meters,) of Licen.W CS-067303 : f enclosed space. 4, Constrtc#ion.Suprvisr s SCOTT MAURO --PO BOX-8I1 :; ... 2" NORTH KINGSTOWN _ Failure to possess-a current edition of the Massachusetts :$tate:Building Code is,cause for revocation of this license. : .. `• =xpirati> n QPS licensing information.visit: IdW1tWAASS.CyOV/OPS Comm S5ioner 01/2012018: . W .. Office of Consumer Affairs and Business Regulation. : - 10 Park Plaza - Suite 5.170 Boston, Massachusetts 02`116 h Home Improvement C h rd for Registration 9' r Registration, 163740 `. Type: " Private Corporation* Expiration. 6/22/2017 Tr# 2671.14 PRIME GENERAL CONTRACTING, 1Np� MAURO SCOTT P O BOX 811 - NORTH KINGTOWN, RI 02852 Update Address and return card.:Mark reason for change. � Address Renewal ❑ Employment #� Lost Card SCA 1 0 20M-05/11 F" i The Commonwealth of Massachusetts Department of Industrial Accidents - a 1 Congress Street;Suite 100 Boston,MM.02114 2.017 wM Vey'. www mass.gov/dia ' Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. ' `�' t ' Applicant Information Please Print LePibly Name (Business/Organization/Individual):Prime Contracting - ,, Address: P.O. Box 811 City/State/Zip: North Kingstown, RI 02852 t• #Phone #:,401-885-2719, Are you an employer?Check the appropriate box: ► '� c� i •_, ;,e Type of project(required):..',i 1.❑I am a employer with employees(full and/or part-time).*`,. t # 7, O New,construction. 2.[:]I am a sole proprietor or partnership and have no employees working for me in ,ti 't: 8, Remodeling any capacity..[No workers'comp.insurance required:] ' , L. - '9. Demolition 3.❑I am a homeowner doing all work myself[No.workers'comp.insurance required.]r s 10 Building addition. r 4.01 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees." - -,' = - ' i ' w - -,� . 12.❑Plumbing repairs or additions. 5Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. • * 13 ❑Roof repairs' - . These sub-contractors have employees and have workers'comp.insurance.:' r e. . t , •• er 6.�We are a corporation and its officers have exercised their right of exemption per MGL c. l�. 4•❑Oth ' 152,§1(4),and we have no employees.[No workers'coirip.iinsuiaiice required:]" Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy,information., #Homeowners who submit this affidavit indicating they are doing all work and-then-hire outside contractors must submit a new affidavit indicating such.iy i $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. Beacon Mutual Insurance Co.- Insurance Company Name: ` 66826 r,.".i••, ,a: 02/14/2017 r, i Policy#or Self-ins.Lic.#: Expiration Date: 655 Route 132�' �'�<': t �= r I Job Site Address: T "' H annis, MA 02601 City/State/Zip : Y Attach a copy of the workers'compensation policy declaration page(showing the policy�numlier and expiration date). Failure to secure coverage as required under MGL c.;152,§25A is a criminal violation punishable by 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.A copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance, coverage verification. ►, F I do hereby certify ld City or.Tow der thepains andpenalties ofperjury that the informationprovided above is true and correct.. Signature: .. . Date: 3/,. O/� Phone#:401-885-2719 Official use only. Do not write in this area,to be completed by city or town offieiaL. F . 3 n: .r Permit/License# Iss ubg AR(hority_(ein a:one); 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other _.. Contact Person: ` a' *,Phone#: " r, Information and Instructions Massachusetts General Laws chapter 152 requires all.,employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"ari 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(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their 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 permzUlicenge appiicationg in any given year,need_only gubrdit 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 obtainirig a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts - 'Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel:`#-617-727--4900 ext 7406-or'1-877=11ASSAFE. Fax#617-727-7749 kevised 02-23-15 www.mass.gov/dia SUBCONTRACTORS TRADER JOES HYANNIS, MA . F _�__ COMPANY ADDRESS PHONE# PERSONEL TRADE' f I Trader Joes Market 655 lyanough Rd., Hyannis, MA 02601 508-790-3008 Brian Fahey Manager I Trader Joes Co. -71 1 Atlantic Ave., FL 3, Boston,MA 02111 857-400-3351 Kieran Stone Project Manager ! I Trader Joes Co. 3877 Shawn Way, Loomis, CA 95650 916-577-1713 Michele Barbieri Phones& Intercom Trader Joes Co. 800 S_Shamrock Ave:,Monrovia,CA 9701-6 -626-599-3805 :-Kelly Schettley Computers Prime Contracting P.O. Box 811, No. Kingstown, RI 02852 401-885-2719 Scott Mauro General Contractor 1 Prime Contracting P.O. Box 811, No. Kingstown, RI 02852 607-725-8325 Ron Brooks Supervisor t I -Taylor Asscotiates 572 N. Broadway, White Plains, NY 10603 914-289-001 1 Mike Small Architect I Rt. 132 Real Estate Trust 923 Rt. 6A,Yarmouthport, MA 02675 508-375-0005 Ed Mullin Property Manangement 508-328-8112 Dave Lammers Property Maintenance Guy Police 1200 Phinneys Lane, Hyannis, MA 508-775-0387 Police # l Fire 95 High School Rd., Hyannis, MA 02632 508-775-1300 Eric Fire Marshall I Hospital 27 Park St, Hyannis, MA 02601 508-771-1800 Ambulance 1 l Building 200 Main St., Hyannis, MA 02601 - 508-862-4038 Patrick Inspector l Health Z00 Main St., Hyannis,MA OZ601 508-862-4644 Donna Inspector I All Cape Welding 155 Old Yarmouth Rd., Hyannis, MA 02601 508-771-2117 Bob Misc Steel I D&D Electric 247 Salem St.,Woburn, MA 01801 781-932-0707 Brian Electrical, EMS&Fire Alarm f Door Innovations 676 Sanford Rd., Westport, MA 02790 774-319-5251 Paul Automatic Doors 1 Elge Plumbing 43 Summer Street,Somerville, MA 02143 617-623-5533 Jim Plumbing&Acorn ( HUB Refrigeration 244 Willard St., Quincy,.MA 02169 617-773-1911 Steve Refrigeration& HVAC j I Mass Fire Prevention Inc 96 reservoir Park Dr., Rockland, MA 02370- 781-871=0131 John Fire Sprinkler I National Contracting 5095 S Old US Hwy. 23, Brighton, MI 48118 810-225-1770 Joe Concrete Floor& Demo fi ] Pro-Fast Painting 21 Lark Industrial Pkwy., Greenville, RI 02828 401-578-5426 Tom Painting Rowland Roofing&Cladding 26 Lincoln St, Brighton, MA 02135 617-562-5703 Peter Roofer Simeone Floors 12 New Salem St.,Wakefield, MA 01880 781-245-6152 Tom Cove Case I Skinner Demo 155 Bodwell St.,Avon, MA 02322 508-559-0123 John Demo& Framing - PRWE C®N CTNG i • I = anBrtsrABM t Town of Barnstable II Regulatory Services Richard V.Scalii Director •Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 wwtvtown.b a rnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section_ If Using A Builder I J�{�1 as Owner of the erty subject pro p. , hereby authorize of: PlCVANP4170to act on my behalf, in all.matters relative to work authorized by this building permit application for; T/S�ofn e 'I -)(p Ji o w (Address of Job) x -,o i S� E*att6e of O er ' Date Paint Name I If Property Owner is applying for permit,please-complete the Homeowners License Exemption Form on the reverse side. I Q:1WPHLESWORMSIbuilding permit fonms0eRESS.doe Revised 040215 i i ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DOfYYYY) 03/30/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOE& NOT AFFIRMATIVELY OR NEGATIVELY Al em, 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 endorsements. CT PRODUCER C NAO ME:A Flamand & Associates, Inc. PHONE (QOl) 228-3500 AIC.FAX (ool) 228-3501 55 Jefferson Blvd E AILADDREss•melani®@flemandinsurance.com INSURERS AFFORDING COVERAGE NAIC# Warwick RI 02888- INSURERA:Atain Specialty Insurance Co. INSURED Prime General Contracting, Ind. INSURER B: PO BOX 811 iNsuRERc-.Evanston Insurance Co. INSURERD:Beacon Mutual INSURER E: North Kingstown RI 02852 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT.WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILNTR TYPE OF INSURANCE POLICY NUMBER MMIPOLICY/EFF MMYDD CY E'tP LIMITS A GENERAL LIABILITY CXP249350 4/04/2015 4/04/2016 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY / / ! / G T ENFT—TTE PREMISES Ea occurrence $ 100,000 CLAIMS-MADE ❑X OCCUR / / / MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 / / ! GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: c / / / / PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC / / / NOWND $ ' AUTOMOBILE LIABILITY / / / / COMBINED SINGLE LIMIT Ea accident) _ i ANY AUTO / / / / BODILY INJURY(Per person) $ i. ALL OWNED SCHEDULED , BODILY INJURY(Per $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS / / / / er accdent $ $ C _ X. UMBRELLA LIAB N OCCUR XL1646187 ( 4/04/2015 4/04/2016 EACH OCCURRENCE $ -1 000.;000 TDED XCESS LIAB CLAIMS-MADE / / / / AGGREGATE $ RETENTION / / / /' $ D WORKERS COMPENSATION .66826 .4 2/14/2016 2/14/2017 WCSTATU- OTH- AND EMPLOYERS'LIABILITY ORY ANY PROPRIETOWPARTNERIEXECUTIVE YIN / / / / E.L EAC FR H ACCIDENT $ 100 OOO OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) / / Jr / E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below / / / / E.L.DISEASE-POLICY LIMIT $ 500,000 / DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Division AUTHORIZED RE ENTATIVE 206 Main Street Hyannis MA 02601- ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. IN5025(2010De).01 The ACORD name and logo are registered marks of ACORD Ac® CERTIFICATE OF LIABILITY INSURANCE A D3/30/DD016 SUR�4NC�E 03/30/2016 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 endorsements. PRODUCER NT U NAME: Flamand & Associates, Inc. PHONE (401) 228-3500 1 FAX (403.) zae-ssol 55 Jefferson Blvd E-MAIL.Anngrzss,melanie@flamandinsuraace.com INSURERS AFFORDING COVERAGE NAIC q Warwick RI 02888- INSURERA:Atain Specialty insurance Co. INSURED Prime General Contracting, Inc. INSURER B: PO BOX 811 iNSURERC:Evanston Insurance Co. INSURERD:Beacon Mutual INSURER E: North Kingstown RI 02852- INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES.OF INSURANCE LISTED-BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE-POLICY"PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER / D M D 1UM.4Ts - A GENERAL LIABILITY CIP249350 4/04/2016 4/04/2017 EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY ! / ! PA GE TO Ea o•cErence $ 100,000 CLAIMS-MADE a OCCUR w / / / / MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,-000,000 I GEML AGGREGATE LIMIT APPLIES PER: / / / ! PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY PRO- LOC / / ! ! NOWND $ f AUTOMOBILE LIABILITY COMBINED SINGLE LIMB Ea accident) ANY AUTO / / ! / ' BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per acc dent $ AUTOS AUTOS ! / / / ) NON-OWNED / / / / PROPERTY DAMAGE HIRED AUTOS AUTOS P r accident) $ $ C X UMBRELLA LIAB X. .00CUR I646187 4/04/2016 4/04/2017_ EACH OCCURRENCE $ 1-r 000�000 4!DED XCESS UAB CLAIMS-MADE / / ! / AGGREGATE $ ' RETENTION$ D WORKERS COMPENSATION 66926 2/14/2016 2/14/2017 WCSTATU- OTH- AND EMPLOYERS'LIABILITY FR ANYPROPRIETORIPARTNERIEXECUTIVE YIN / / / / E.L.EACH ACCIDENT $ 100 000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) / /' / / E.L-0ISEASE-EA EMPLOYEEI$ 100,000 If yes,desaibe under DESCRIPTION OF OPERATIONS below / ! / ! E.L.DISEASE-POLICY LIMIT $ . 500.000 s X DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additlonal Remarks Schedule,it more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Division AUTHORIZED RE ENTATIVE 200 Main Street Hyannis MA 02601- ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All right reserved. INS025(201.005).01 The ACORD name and logo are registered marks of ACORD CHARLES D.BAKER JAY ASH. GOVERNOR SECRETARY OF HOUSING AND ECONOMIC DEVELOPMENT KARYN E.POLITO COMMONWEALTH OF MASSACHLISETTS LIEUTENANT GOVERNOR JOHN C.CHAPMAN Office of Consumer Affairs and Business Regu(atioh UNDERSECRETARY 10 Park Plaza,Suite 5170,Boston,MA 02116 (617)973-8700 FAX(617)973-8799 www.mass.gov/consumer ' Thomas Perry , Building Commissioner - 367 Main Street rt x Hyannis, MA 02601 April 4;2016 Dear Mr. Perry As you know, The Office of Consumer Affairs"processes hundreds of Home Improvement Contractor(HIC)registration applications each.month. We,would like to thank those building inspectors who expedite the application process for new home improvement contractors,by providing them with our applications. Recently, we.have updated our forms to simplify the application process. We recognize that ease-of-use is essential in promoting compliance with the program.To this end, we would like to ' direct all building inspectors to our:new form, which can be found online at the OCABR website. . We ask that all building inspectors who,distribute,our applications•begin administering the newest version to better assist the Commonwealth's HIC's. You can find our most current registration applications on-our website at the following URL: http://www.mass.gov/ocabr/does/hic/hid-registration-gpplicati6n.pd£ We are also enclosing a - copy for your convenience. Thank you again for your continued support in this'matte`r Very truly yours; Gregory J White 4 General Counsel INSTRUCTIONS FOR COMPLETION OF APPLICATION FOR REGISTRATION AS A HOME IMPROVEMENT' CONTRACTOR OR SUBCONTRACTOR Please refer to the following instructions for assistance in completing the Application for Registration as a Horne Improvement Contractor or Subcontractor. NOTE:NOT ALL ITEMS ARE LISTED AS THEY ARE SELF-EXPLANATORY. ITEM#: 1. Name: The name on the application must be the legal name of the applicant,not a DBA of other fictitious name under which you are doing business. If you are renewing a previous registration,the name cannot be a different name than used for the previous registration.If you wish to register using a different name you must file a new registration application and pay the initial registration fee as well as pay the required Guaranty Fund amount. - 2. Applicant type: Applicants must identify themselves by the,type of legal entity they wish to register.for home improvement contracting. 3. Number of Employees: The number of employees must include all construction-related employees who worked 20+hours or more on the payroll in the weekly pay period prior to the filing of this renewal form. Businesses that are renewing a registration and have increased the number of employees since the previous registration may need to pay an additional amount into the Guaranty Fund pursuant to M.G.L.c. 142A; §,11. 4. Federal Tax ID: Applicant partnerships and corporations must submit.a Federal Tax I.D.number.Even if the applicant is an individual,he or she must submit a Federal Tax I.D.number if they have employees in addition to the owner. 8. Responsible individual:If the Applicant is a corporation or partnership,M.G.L.c. 142A,§9(c)requires an individual to be designated as the person who will be responsible for the corporation's or partnership's work.The identifying information applicable to that designated person must be entered here. { 9. Company name: An applicant doing Ibusiness under a name other than the applicant's legal name must submit a business certificate issued by the city or town.This provision applies'only to business located within Massachusetts. 11. Corporate and Partnership Inforinatio'n:,Corporafions or partnerships listing partners, owners;etc.mustprovide an. official document that lists'the information entered here.The document may be any one of the following:pertinenf' sections of the Articles of Organization,a current annual report;or registration with the Secretary of State as a foreign corporation..(Information on these documents can be found on www.sec.state.ma.us.)Organizations other than corporations must submit copies of a business certificate filed irithe city or town where the business is located,pursuant to M.G.L.c. 110, §5 13. Prior Affiliations Applicants must provide the name(s)of any businesses registered pursuant to M.G.L.chapter 142A and 780 CMR R6 in which the applicant.was an officer,partner,or co-venturer.Attach additional sheets as necessary. 14. Prior Disciplinary Action: 'Applicants mustprovide the name(s)of any businesses against which-disciplinary action was taken by the Department of Public Safety or the Office of Consumer Affairs and Business Regulation that the applicant is currently or was once employed by. Attach additional sheets as necessary. 16. Fees: CHANGE IN LAW ABOLISHED CSL'S HIC REGISTRATION EXEMPTION. ALL CONTRACTORS APPLYING FOR A HIC REGISTRATION MUST PAY A:REGISTRATION FEE OF$150.00.Enclose a'certified' check or money order for the Registration Fee and a separate certified check or money order for the Guaranty Fund Fee in the amount indicated below. Make both checks and money orders payable to the"Commonwealth of Massachusetts." 3 " Registration Fee: $150.00 -- Valid for two(2)years from date of issuance. Guaranty Fund Fee:.Applicants must pay'the"amounit that corresponds with the number of their employees: Yr, Zero to-three(3)employees ` "$100 00 ra; four(4)to ten(10)empl'oyees:`J'' $200.00 - "'Eleven`(11)to thirty(30)employees •$300:00 • _ More than thirty(30)employees: $500.00 Completed applications,Registration Fees,and Guaranty Fund payments should be mailed to: OCABR--Home Improvement Registration Program 10 Park Plaza,Suite 5170 Boston,MA 02116 Rev. 3/2016 THE COMMONWEALTH OF MASSACHUSETTS For OCABR Use Only. OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION Registration No: 10 Park Plaza, Suite 5170' Effective Date:' W Boston,.MA 02116 ° Expiration Date: Y Application for Registration as a Home Improvement Contractor or Sub-Contractor Reference: ' (M 201 CMR 18.00)GL c. 142A; - - ONLY CERTIFIED CHECKS OR MONEY ORDERS CAN BE ACCEPTED.ANY OTHER FORM OF PAYMENT, INCLUDING BUT NOT LIMITED TO PERSONAL OR BUSINESS CHECKS,WILL BE RETURNED AS INELIGIBLE. 1. NAME OF APPLICANT: (MUST BE A LEGAL ENTITY—INDIVIDUAL,CORPORATION,LLC,PARTNERSHIP,LLP,TRUST,ETC.) 2. APPLICANT TYPE: INDIVIDUAL( ) CORPORATION/LLC( PARTNERSHIP/LLP( ;TRUST( ' (MUST BE THE SAME LEGAL ENTITY IDENTIFIED IN#1---FOR DBA APPLICANTS,ALSO SEE#9) 3. NUMBER OF EMPLOYEES: (NOT INCLUDINGAPPLICANT) 4. : FEDERAL TAX ID#: y (IF APPLICABLE;PLEASE SEE ATTACHEDINSTRUCTIONS) 5. APPLICANT PHONE#: APPLICANT EMAIL ADDRESS: k 6. MAILING ADDRESS: STREET CITY - STATE . ZIP 7. PERMANENT ADDRESS': STREET CITY STATE ZIP (PLEASE NOTE THAT A P.O.BOX IS NOT ACCEPTABLE FOR PERMANENT ADDRESS. YOU MUST LIST A STREET.ADDRESS.) 8. IF THE APPPLICANT IS A CORPORATION,LLC;PARTNERSHIP,LLP,OR TRUST,PLEASE PROVIDE THE NAME, ADDRESS, SOCIAL SECURITY#,AND TITLE OF THE INDIVIDUAL WHO WILL BE RESPONSIBLE FOR ITS WORK (PLEASE SEE ATTACHED INSTRUCTIONS;ADDITIONAL DOCUMENTATIONREQUIRED): :LAST FIRST TITLE 9. IF APPLICANT IS DOING BUSINESS UNDER A D/B/A,PLEASE PROVIDE ITS NAME.IF LOCATED IN MASSACHUSETTS, ATTACH A COPY OF THE FICTICIOUS NAME CERTIFICATE FILED WITH THE CITY OR TOWN CLERK:. DBA NAME 10. (a)DOES THE APPLICANT OR RESPONSIBLE INDIVIDUAL HOLD ANY OTHER CONSTRUCTION-RELATED STATE, CITY OR TOWN LICENSES OR REGISTRATIONS? YES NO M (b)IF YES,PLEASE FILL IN INFORMATION BELOW.ATTACH ADDITIONAL SHEETS IF NECESSARY. LICENSE TYPE ISSUED BY LICENWREG.# EXP.DATE LICENSEE NAME 1 11. LIST ALL PARTNERS,TRUSTEES,OFFICERS,DIRECTORS,AND MAJOR OWNERS(10% OR GREATER OF OWNERSHIP)OF AN APPLICANT PARTNERSHIP OR CORPORATION,BELOW.USE ADDITIONAL PAPER IF NECESSARY AND INCLUDE NEEDED PAPERWORK(SEE INSTRUCTIONS).PLEASE INDICATE BY AN"X".IN THE LAST COLUMN THOSE INDIVIDUALS WHO REQUIRE AN APPLICATION FOR ADDITIONAL REGISTRATION I.D. CARDS.USE ADDITIONAL SHEETS IF NECESSARY. FULL NAME TITLE % OWNER ADDRESS SUPP. CARD 12. (a)HAVE YOU BEEN REGISTERED PREVIOUSLY AS A HOME IMPROVEMENT CONTRACTOR? YES NO (b) IF YES,PLEASE PROVIDE THE NAME AND REGISTRATION NUMBER UNDER WHICH YOU WERE PREVIOUSLY REGISTERED: NAME: HIC REGISTRATION#: 13. (a).ARE YOU CURRENTLY OR HAVE YOU EVER BEEN AN OFFICER,PARTNER,OR CO-VENTURER OF AN APPLICANT WHO PREVIOUSLY APPLIED FOR OR HELD A HOME IMPROVEMENT CONTRACTOR REGISTRATION? .YES NO (b) IF YES,PLEASE PROVIDE THE NAME OF THE APPLICANT/REGISTRANT AND THE REGISTRATION NUMBER: NAME: HIC REGISTRATION#: 14. (a)ARE YOU CURRENTLY OR HAVE YOU PREVIOUSLY BEEN EMPLOYED BY A REGISTRANT OR APPLICANT FOR REGISTRATION AGAINST WHICH DISCIPLINARY ACTION WAS TAKEN? YES No (b) IF YES,PLEASE PROVIDE THE NAME OF THE APPLICANT/REGISTRANT AND THE REGISTRATION NUMBER: NAME:. HIC REGISTRATION#: 15. (a)HAVE THERE EVER BEEN ANY FORMAL COMPLAINTS AGAINST YOU WHERE DISCIPLINARY ACTION WAS TAKEN BY THE DEPT.OF PUBLIC SAFETY OR CONSUMER AFFAIRS,OR ANY COURT JUDGMENTS OR ARBITRATION AWARDS ISSUED AGAINST YOU? YES NO (b)DO YOU OWE MONEY TO THE GUARANTY FUND? YES No IF YES TO EITHER,PLEASE IDENTIFY BY DATE,CASE NUMBER,OR DOCKET NUMBER: ALL CONTRACTORS, INCLUDING CSL's WHO ARE APPLYING FOR A HIC REGISTRATION MUST . PAY A REGISTRATION FEE OF $150.00,.AND A GUARANTY FUND FEE. (See instructions for Guaranty Fund fee schedule.) E 16. REGISTRATION FEE ENCLOSED:$ GUARANTY.FUND FEEli NCLOSED: PLEASE INCLUDE TWO(2)SEPARATE CERTIFIED CHECKS OR MONEY ORDERS,ONE MARKED "REGISTRATION FEE"AND ONE MARKED"GUARANTY FUND."ONLY CERTIFIED CHECKS OR MONEY ORDERS CAN BE ACCEPTED.ANY OTHER FORM OF PAYMENT,INCLUDING BUT NOT LIMITED TO PERSONAL OR BUSINESS CHECKS,WILL BE RETURNED AS INELIGIBLE.MAKE BOTH CHECKS PAYABLE TO"COMMONWEALTH OF MASSACHUSETTS." r I hereby swear, under the pains and penalties of perjury, that all information set forth on this application and submitted in support hereof is true and accurate to the best of my knowledge. Further, I certify under G.L. c.62C, §49A; that I am in compliance with all laws of the Commonwealth relating to taxes, reporting of employees and contractors, and withholding and remitting of child support. { Signature of Applicant If a corporation or partnership, position held. Date r~. + • ., 1. Project Name: _ e1X21VIS Address: (P55_ '� a hhOU avol ! Permit#:_— �!-' --- -- M/P:_�_ � LARGE ROLLED PLANS ARE IN: BOX:_r a SLOT: Date entered in MAPS on: program B awl x . r Commonwealth of MassachusettsQA l,r l d((o Sheet Metal Permit I 8Uit_ujNG �ttn Ma�� _Parcel /Co Date:--f��g I APR 1 7U'g Permit# — �- 0 Estimated Job Cost: $ I S 0 O a� A&OF BARN rABl Permit Fee: O Plans Submitted: YES ✓ NO Plans Reviewed: YES NO Business License# 3 a Applicant License# 2 7 3 Business Information: Property Owner Nob Location Information: Name: f3s k a lzn c- Name: Tra dt, 3-o-e� Street: 3 7S C-,�e, S Street: 6 6 s- 1\olt+e 13 2-, Q 1111 e ' Cityrrown: a W City/Town: WV4Y1Y1,L_C, Telephone: 6 3 q 7 9 S Telephone:_ 0% 7 9 4 3068 Photo I.D.required/Copy Ph o I.D. attached: YES NO Staff Initial J-1/q-)1 =estricted license J-2/M-2-restricted to dwellings 3-storie8 or less and commercial up to 10,000 sq. ft./.2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commerci - ce Retail y Industrial Ed jnal it P v l Lf Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. (Z Number of Stories; Sheet metal work to be completed: New Work; Renovation: HVAC V'- Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: V --rr .}�. Fyrni'Adived- VICQ U L4,cf , Sea �(_, lAS141 fq G� l '"l rS as sArz-;Wn o w IQ4S d d,re, ,n E-ed wa 11 s eec l iri s C Rey"o obe f , t INSURANCE COVERAGE: ` I have a current liability insurance policy or its equivalent which meets the requirements of M.G:L.Ch.112 Yes(V1No i i j If you have checked Xf&indicate the type of coverage by checking the appropriate box below: A liability insurance poficy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am 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. iCheck One Only owner Agent jE Signature of Owner or Owner's Agent I By checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application arse true and accurate to the best of m knowledge and that all sheet metal work and installations performed under the permit issued for this application will be Y 9 Pe R PP in compliance with all pertinent provision of the Massachusetts Building Corte and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO i Progress 1jusgections Date Comments i Final Inspection Date Comments i 4 Type of Ucense: 3y Ly'Master P-dle ❑Master-Restricted i I amity frown ❑Joumeyperson Signature of Licensee ?ermit# ❑Joumeyperson-Restricted License Number. 27 =ee$ ❑ Check at m8m.mass.9ovldml 1� f i nspector Signature of Permit Approval 77se Coinn=wealth of Massachuselts DepwfteTif of IndrasWd rlcddeoats Office o, Lnvestigadow 600 Washwgion Street Bostoi;MA 02111 .wass gov/dia' Workers' Compensation Insarmlce Affidavit:Builders/Contractors/Electiicians/Plumbers Applicant Information Please Print Leeibl Name(Businesdorgmizwrionllndividaan:. �3 kw . ZAC• 'U F t,�.,'A C S ct Address: City/State/Zip: 1 ayil I M A 0- 3 b g Phone.#: (9 7 347'5,571 I Are you an employer?Check the appropraae box: r- t .Type of project(required):; 1.[rI am a employer with 5 4• ❑ i am a general contractor and I employees(full and/or part time).* have hired the sub-contractors 6. [3 New constriction . 2.Q I am a'sole proprietor or partoer- listed on the'attached sheet. 7. [I/�Remodeling ship and have no employees These sub-contractors have 8. [],Demolition working for my irt any capacity. employees and have workers' $. 9. Q Building addition [No workers'comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. Q We are a corporation and its ❑ eP -3.El officers have exercised their I am a homeowner doing an work 11.[]Plumbing repairs or additions rdyselt [No workers'comp. right of exemption per MGL 12.[]Roofrepairs izlsmauce required:]t c.152; §1(4),and we have no employees.[��o workers' 13•❑der COMP.insurance=g6ired-] *Any applicant that checks box#1 must also tin 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 anew affidavit indicating such. kContractors that check this box must attached an additional sheet showing the name of the sub-mut actors and state wbether or not those entities have employees. 1f the sub-contractors have employees,they must providi thw wmia rs'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the.policy=d job site information. Insurance Company Name: f-l t'a 4. 1 Policy#or Self_ins.Lic.#: 6 ExgirationDate: Job Site Address: L9 S�' �Oli�`e 3 2-' GSitylstatatzip: 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 c6minal penalties of a fine up to$1,500.00 and/or one-year. mprisonment,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 maybe forwarded to the Office of Investigations of the DIA.for insurance coverage verification. I do hereby certify under -and penalties of perjury that the information.provided above is true and correct S' e: Date: / Phone#: Offtctal use only. Do.not write.in this area,to be conTleted by city or town of fw1al City or Town: PermitUcense# .Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: (ruuDavYYrl CERTIFICATE OF LIABILITY INSURANCE PAT41712016 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(les)must be endorsed. If SUBROGATION IS WANED,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 endorsemen s. PRODUCER CONTACT NAME Jo-Ana Finnerty McFinn Insurance Agency, Inc. PHONE (781)682-1000 FAX (781)337-0621 _ No 1594 Main St. ADDRESS. INSURER(S)AFFORDING COVERAGE NAIC o So. Weymouth MA 02190 INSURERAMA Bay Insurance Cconpany 122306 INSURED -- -- -- wuRERBAllmerica Financial Benefit 141840 B.S.S. Enterprises, Inc., DBA: Quincy Sheet Metal INsURERc:Bartford Ins Cc i19682 375 Centre St IIrgIIItER O: I DEURERE: Randolph MA 02368 INSURERF: i COVERAGES CERTIFICATE NUMBER;CL164753526 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. MR X66L SUBR11---'- -—---- I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER I(UMMOIYM IMMIDDIYYYY) LIMITS g COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLANS-MADE ❑B OCCUR PREMISES Me $ 300,000 i ODN6336351 3/20/2016 3/20/2017 MED EXp V"am ) $ 5,000 _ PERSONAL&Amr INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE, 5 2,000,000 PR R POLICY ECTT LOC j PRODUCTS-COMP/OPAGG $ 2,000,0000 OTHER I i S AUTOMOBILE LIABILITY ( IN=212 S 11000,000 B ANY AUTO I BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS i AWN A516918 i 12/31/2015 12/31/2016 BODILY INJURY(Per aq) $ S HIREDAUTOS B AUTOS (Per NON-OWNED I j $ CSL i $ UMBRELLA LURE OCCUR j EACH OCCURRENCE S EXCESS L1A8 CLAIMS-MADE ' I j AGGREGATE $ DED RETENTION E ! $ 1 WORKERS COMPENSATION I PER AND EMPLOYERS'LIABILITY Y r N i STATUTE I ER iANY PROPRIETOR/PARTNERIEXECUTIVE j EL EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED?tf yea,ducdbe under N I A I C (MandatW In NH) j 08NSC LP1036 1 6/1/2015 6/1/2016 EL DISFJISE•EA EMPLOYEE5 1,000,000 DESCRIPTION OF OPERATIONS below ! EL DISEASE-POLICY LIMB S 1.000.000 i i 1 i � I DESCRIPTION OF OPERATMS I LOCATIONS I VEHICLES(ACORD IM,Additional Remarks Schedule,may be allatied V mom epee Is requUsd) SKEET METAL INSTALLATION CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WRH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R Finnerty/JFINNE 01988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2otaot) COMMpNWElXLTH OF'MASCHIIS • • • • e;TT SHEET METAL f SSU WORK�'R$ a ES TJIE�FOLL'O.WIC x t AS A �US►NESS ENSE # 8> 1,4N J HA r � RVE'Y { 375 CEN`TRE IV C { tO kANbOLpH` � J rk MA o2368 r 0228°�ak ,� .N _ � :� d • ISM • _ ��z S'S`VFSS'yEFT ' @BAR • "�$,+��C hop ✓yr R�M M� R.R . S , ; W y Miy qR �y R tR/��' NSF r P M C'•%��i� ��}'wao..ffi � &f �•.C+O fir. _"'V it��AX,�9f 1 a'�,�t �"kT k 4 �� - •T� /YEA ?.. �11� � � _ t 2tdh T S �2 + i 3 y 4 .1 s�Q9 ,ram " , r 04/12/2016 15:17 FAX 7819630498 QUINCY SHEET METAL 1� 002 t Town of Barnstable Regulatory Services F.celkw,16teWr Building Division Tom Pwry,Bulldbmg Commiadmer 200 Main Sty Hymnis,MA 02601 www.town.barnstablema.as Office: 508-862403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Budder 1 I, J e 7 Y V 1 a r� ,as Owner of the subject property . hereby authorize r tQ V) to act on my behalf, m all matters relative to work authorized by this hmldmg pcmut. 5�5-, -Lvq4n 04 d (Address of J ) Pool fences and alarms.are the responsibility of the applicant: Pools " are not to be filled before fence is installed and pools are not to utilized until all final inspections are performed and accepted. Scott Mauro Signature of Owner Signature Lf Applic Print Name Print Name ` 04/12/2016 Date QFORMS:OWBRPERNIISSIONFOOLS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 0 5" Application # Health Division FEB �` ued Conservation Division �� -4Z016 Appli at Fee /610 t; Planning Dept. a�8i�/�� Permit Fee 2 Date Definitive Plan Approved by Planning Board Sr48tF Historic - OKH _ Preservation/ Hyannis Project Street Address Village 110 NN 1 Owner ��VTc 13 Z &-0-t rST#7C- T,61&ress 22 3 t ojf 6#, 611li-ry' Telephone Permit Request Squars feet: 1 st floor: existing if,46roposed 1J'-722nd floor: existing hl'k proposed Total new 22 Zoning District Flood Plain ,Groundwater Overlay Project Valuation" Z3 �' `tConstruction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes polo On Old King's Highway;`❑Yes Gklo Basement Type: ❑ Full ❑ Crawl ❑Walkout �ther 3&#/3 a.- L'l�r`�/)E' •.t Basement Finished Area (sq.ft.) /`' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: AIR existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size &d Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new . size —Shed: ❑ existing ❑ new size & Other: A)m 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 P47v 1 (01;e ' le-le Telephone Number Address S/ License # C v 1 Z 3(P tei/c c)i✓'T1l )5�®T 62/re7 Home Improvement Contractor# 0 0 5 7 Email q 9i l UILI CCS1 !",�/ A C_�� Worker's Compensation # (PLC ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4 C)/V�$ � SIGNATURE DATE . 1 � FOR OFFICIAL USE ONLY d, APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • - I k �iHEtp� . I tip i BABNBTABLF. ' MASS. Town. of Barnstable Regulatory Services Richard V.Sca%Director i. Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us r Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If using A Builder I, J �f i. -�► J ti ��Gt "I _,as Owner of the subject property i hereby.authorize to act on my behalf in all matters relative to work authorized by this building permit application for: J-o e 1.l' Xl J�/Ji o MJ WSf � �-e tvi'/GU6 J-4 /foJ4D 7,t HMdU/UJS (Address of Job) a e of Ov, er ' Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWHILES\FORMS\building permit forms MMUSS.doe Revised 040215 j Trader Joe's 655 lyannough Road Deputy Dean Melanson Wed 1/20/2016 12:11 PM To:Sally Shea <Sally.Shea@town.barnstable.ma.us>;Tom Perry<Tom.Perry@town.barnstable.ma.us>;Diane LeRoux <dleroux@hyannisfire.org>;Patrick Franey<patrick.franey@town.barnstable.ma.us>;Debi Barrows <Debi.Barrows@town.barnstable.ma.us>;Lt.John Cosmo <jcosmo@hyannisfire.org>;William Rex <wrex@hyannisfire.org>; ccaaroncsi77@hotmail.com <aaroncsi77@hotmail.com>; We are OK with a building permit being issued for this expansion of the store. Deputy Chief Dean L. Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org r • it . t I U L 1�! Massachusetts -Department of Public Safety Board of Building Regulations and Standards T Construction Supervisor License: CS-063738 IT ROLAND P.GOO*C 0 38 Driftway Road; s North Weymouth;NM .A'Iill Expiration • Commissioner 10/29/2016 F 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:. x For DPS Licensing information visit: vAwi.Mass.Gov/DPS ,aco CERTIFICATE OF LIABILITY INSURANCEF03/31/2015 D /DD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THUS 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: Flamand & Associates, Inc. PHONE . (401) 228-3500 FAX No: (aol) 22e-3501 55 Jefferson Blvd E-MAIL A DD RESS:melanie@flamandinsurance.com INSURERS AFFORDING COVERAGE NAIC# Warwick RI 02888- INSURERAAtain Specialty Insurance Co. INSURED INSURER B:The Providence Mutual Ins. Co. Prime General Contracting, Inc. -INSURER C:Evanston Insurance Company P.O. Box 811 INSURERD:Beacon Mutual Insurance Co. INSURER E: North Kingstown RI 02852— INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA LICY EXP TYPE OF INSURANCE ADDL UBR POLICY NUMBER MM/POLIDYL MMIDD//YYYY LIMITS GENERAL LIABILITY IP6446187 04/04/2015 04/04/2016 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 CLAIMS-MADE FX]OCCUR / / / / MED EXP(Any one person) $ 5,()00 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 PRO LOC / / / / NOWND $ B AUTOMOBILE LIABILITY CAP 0050817 03 04/05/2015 04/05/2016 Ea aBINEDtSINGLE LIMIT $ 1,000,000 ANY AUTO / / / / BODILY INJURY(Per person) $ ALL OWNED MON SCHEDULEDAUTOS AUTOSUTOS / / / / BODILY INJURY(Per accident) $ X HIRED AUTOSA OWNED / / / / Penaccident)OPERTY DAMAGE $ C UMBRELLA LIAB X OCCUR KL1646187 04/05/2015 04/05/2016 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE / / / / AGGREGATE $ DED RETENTION$ / / / $ D WORKERS COMPENSATION 66826 02/14/2015 02/14/2016 X WC STATU- I OTH- AND EMPLOYERS'LIABILITYCRYY/N ANY PROPRIETOR/PARTNER/EXECUTIVE / / / / E.L.EACH ACCIDENT $ 500 000 OFFICER/MEMBER EXCLUDED? ❑ N/A _ (Mandatory in NH) / / / / E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below / / / / E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Certificate Holder is added as Additional Insured. 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. Trader Joe's Company 711 Atlantic Ave AUTHORIZED REPRESENTATIVE Fl 3 Boston MA 02111- � - ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD r Trader.Joe's 655 Iyanriough Road Deputy Dean Melanson Wed 1/20/201612:11 PM 7o:Sally Shea <Sally.Shea@town.barnstable.ma.us>;Tom Perry<Tom.Perry@town.barnstable.ma.us>;Diane LeRoux <dleroux@hyannisfire.org>;Patrick Franey<patrick.franey@town.barnstable.ma.us>;Debi Barrows <Debi.Barrows@town.barnstable.ma.us>;-Lt.John Cosmo <jcosmo@hyannisfire.org>;William Rex <wrex@hyannisfire.org>; cc:aaroncst77@hotmail.com <aaroncsi77@hotmail.com>; We are OK with a building permit being issued for this-expansion of the store. Deputy Chief Dean L. Melanson Office 508-775-1300 i Fax 508-778-6448 dmelanson@hyannisfire.or-g- s d a Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Trader Joe ' s Hyannis, MA Date: 01/13/2016 Property Address: Christmas Tree Plaza 655 Route 132 Hyannis, MA Project: Check one or both as applicable: ❑New construction Xl Existing Construction Project description: Trader Joe's is expanding the store in Hyannis MA into another tenant space. The expansion encompasses adding sales floor square footage, reworking the back of house area, taking over an HVAC unit from the tenant expansion space, replacing existing HVAC units, and new refrigeration. I John Fee MA Registration Number: 34943 Expiration date: 0 6/3 0/2 016, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [X] Mechanical [ ] Fire Protection [X] Electrical [ ] Other for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 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 if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or �N of MA electronic signature and seal: O� JOHM1 z F PotcCHA C NO.' 9-►3 Phone number: 7 3 2—6 7 3—6 8 81 Email:f e e j f a@ a o l .r_o SgrONA%- Building Official Use Only 0 Building Official Name: Permit No.: Date: Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional a for work per the 8`1'edition of the ' k Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: "JR.tdMF, Jo>✓s . Date: D 1 . 13.140 Property Address: OW 5Trift -rV1-Er: R AzA- &55 IZTt 13Z . A4&M) MA- Project: Check(x)one or both as applicable:11 New construction ❑Existing Construction Project description: 1— X_i4.bj!,jdJ '#zF—r-NapE,1_ -to 'TwdOEJ- 30*:2S G-1eos!.l 55 - it-WO -f---m4-T%4 AS �i�T %/NLA-T&Q 2L'f1M�. 'T�1`�P�T �jvr4CE J b,q FuJ l s ft6 , / 1 e HTwe -*s£c-t oa0 S I .11✓rrV*-/ MA Registration Number: (L Expiration date: 3 I (�o , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Entire Project X Architectural _ Structural _ Mechanical Fire Protection _ Electrical _ Other: for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals,in 780 CMR Chapter 17,as applicable. 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 if the work is being performed in a manner consistent with the approved construction documents and this code. ' When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. i ERE1)Ap Enter in the space to the right a"wet"0 electronic signature and seal: No. 9626 o ITE PLAINS ,C 6 Phone number( -0�ll p°�J Email: 4TeT1MW(L.WA-1Tfa C-OM OF M�`�g Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 r Mass. Corporations, external master page. Page 1 of 2 ,k�S A0►.�f! Corporations Division Business Entity Summary ID Number: 020658935 I Request certificate New search Summary for: CTS FIDUCIARY, LLC The exact name of the Domestic Limited Liability Company (LLC): CTS FIDUCIARY, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 020658935 Old ID Number: 000831293 Date of Organization in Massachusetts: 12-18-2002 Last date certain: The location or.address where the'.records are maintained (A PO box is not a valid location or address): Address: C/O TURTLE ROCK LLC 231 WILLOW STREET City or town, State, Zip code, YARMOUTHPORT, MA 02675 USA Country: .The name and address of the Resident Agent: - Name: CHARLES G. BILEZIKIAN Address: 231 WILLOW STREET C/O MILL LANE MANAGEMENT, INC. City or town, State, Zip code, YARMOUTHPORT, MA 02675 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER DOREEN BILEZIKIAN 231 WILLOW ST. YARMOUTHPORT, MA 02675. USA MANAGER CHARLES G. BILEZIKIAN 231 WILLOW ST. YARMOUTHPORT, MA 02675 USA MANAGER, GREGORY C. BILEZIKIAN 231 WILLOW-STREET YARMOUTHPORT, MA 02675 USA MANAGER JEFFREY D BILEZIKIAN 231 WILLOW STREET YARMOUTHPORT, MA 02675 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address e http://corpaec.state.ma.us/CorpWeb/CorpSearch/CorpSwnmary.aspx?FEIN=020658935&... 1/22/2016 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m)of enclosed space. Y A Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS a r • u -Department of Public Safety' Massachusetts ulations and Standards Reg Board of Building Supervisor Construction Sup License: CS-063738�� ROLAND F GOOIOC 38 Driftway Road= North Weymouth ► - �'�•ti. )ITA�` Expiration . 1012912016 Commissioner i i Y'Ixe Comurorri ea h of-Massachusetts -Massachusetts De part wettt cr,f ludus-trid Acciderds f}frre o,ffmwstigadons. 600 Was ingtmi Street Bast n.1 MA 02111 t uni:mas.mgovldia Warkers' CompensafranlnsurauceAfidavit:Bmldex�ContracturslEIecEricians�Fl hers Applicant Infarmafiane Please Print LeggillY Nanxe(Buss. . ..... onftud ideal I� fl G U�t S 7` S L'k�'Z ,��lTi� Address: id& 6_4)5T s City/Sfatel f.(J r q-D T -�k . Pli�ne _ Are you an employer?Checkthe appropriate ba - Type of project(required,: I.❑ I am a employer with. 4 [am a general contractor and I employees(full andlor part-time).* 'have lureB:the sub-caa4rat-fors 6_ ❑New construction . 2.❑ I am a sole proprietor orpartaer- listed oa the attached sheet: 7. ❑Remodeling s .. and have no employees. These sub-contractors have , �P8: ❑Demolifioa , wodring for me in any capa,cify- employees and hav woricers' 9. B.uildm addition[No workers:'comp.iflsm-ance comp- osuran'Del ❑ g rezltured j 5- ❑ We are a corporation and its 10,❑Electrical repairs or additions . 3.❑ I am a homeowner doing all work officers]care exercised their 11_❑Plumbingrepairs or additions myself-[No workers'comp- right of exemption per MGL 12 Roafr epairs insurance Zesd�1 c.ISz,§1(4h and we have no ❑ r employees.[I`Ta workers' 13.❑Other comp-insurance required.] *Any app€ic Mat chedsbax R mast also fMovtthe seetioabeiowshmrkg heir v;o&exe co®persadaapormyin5rmscdmL #FFnmeowneiswho smbmit rbiS af5d2ru inffixaiing they am daiag allwoA anAthmbhm auts;d¢wntsctosamst snbmit anew affidw t indicating mcb fCont mctors tbzt chec][tds box mast attached as additional street sbowring the mmnee of the=I).-cw=ctom and state whether.or mat tbase entities bare emp9upees.Ifthesub-coat zctmsbave empluee%theymnstpmv-ide tiLek workers'comp.polky number- Insurance Company frame: Policy 4t,or pelf--ins-I.ic.k iwxpa-rdo'n Date: Job Site Address: ( 5 /_ U t��(i� 3� City/S{ate/Zi-4-6-Y-j Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and respiration date). Fail=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$1,50D Oa andror one-yearimpdsonm—f as well is civil penalties.in the fomn.of a STOP WORK ORDERand a time of up to$250-00 a day against the violator_ Be advised that`-a copy of this statement maybe forwarded to the Office of Investigations ofthe DIA for insurance coverage vrerificah- I do hereby cadA,rya a prarrs gad parj ofpei�Ftuy triattlie urformafamiprmzrW w is true acid carrect Sismature_ G a / Date: l 151_/z� Phoneme O id-rise are[} Da ttiot tsrite in tfifs-area,ter be'crrrnpL-tend by city artotrn offieraL > City or Ttr�,zx: PermitMicense# Issuing Authority(drele one): L Board of Health 12 BurTdiug Department 3.Cityfrown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Taformation and l astructions Massachusetts Gemoral Laws cbapftd 152 rmlairm all employers to provide workers'compensation for their employees. p -m this sf�e,an�Ioyee is defined as-"_.every personih$ie service of another ffider any contract ofbiie, express or implied,oral or " u ' ' artn association,corporation or other legal=t"y,or any tWo or more An C2nP&Yer is defined as an mfvidnal,p ersbip, the fir - in a Joint e,>�rpd=,and inc�ding fhe legal regreseut-aiives of a deceased employer,or the of �� In receiver or trustee of an indivi>3nal,partnership,association or other legal entity,employing=p Yees. However the owner of a.dwelling house having not more than titre'apar[merits and who resides therein,or the occ¢pant of the- ce construction or repair work.on such dweIIing house amf'Pnan p I errors to do m , dwelling horse of another who euip oys p or on the gr onnds or bunding appurtenant thereto sban not becanse of such employment be deemed to be an employer." MGL chaptEr 152,§2Sg6)also siah�s that"every siafE or local licensing agency shall whhhold fhe issuance ar to operate EL business or to construct buildings in the commonwealth for any renewal of a license or permit applicanf•who has not produced acceptable evidence of compliance with the iusarance coverage required" Additionally,M(ff chapter 152,§25C(7)states aldeithm the car m wealth nor nay ofits political snbdivfsians shall enter into any -o=b7&d for-die performance;0fpublio work m�acceptable evidence of compliance with the;,,er7,ar,ces. regt�emen s of tLis chapter have been presented to the contracting anthozity:' Applicants Please fill oizt the workers'compensation affidavit completely,by chwZ g the boxes$at apply to your situation and,if nmess sub-contacto s nam s , address es and one numb s along with their certifrcate(s) of �'�PIY �) �) ( ) � �) s LP withno Io ees other than the ,,�„�oce. Lj�71�Pd Liability Companies(LLC)or Lf-rated Liabl7ity�Parfn=hip .(L ) �P Y mci±Bers or parfners,are not requi ed to cant'workers, compensation ins T cn If an LLC or LI.P does have employees,apolicy is required. Be adviseci that this a$da..Vit may be snbmjtft,,d to the Depar cant of Indusstrial Accidents for confirmation of msm mce coverage. Also be sure to sign and date the affidavit 'MD affidavit should be retr=med to tie city or town that the application for the pe=A or license is being regatstrA not the D r artm ent of L ringtriai Accidents_ Should you have any questions regarding the law or lfyou are req�ed to obtain a workers' eir t compensalion cy,poli please caa the Deparfineat atthennmberEs- dbelow. Self-insured companies should en'Lfz. s elf-i am ce license number on the ap�ate line. City or Town Ofcials t Please be sore that the affidavit iscompleteandpriedlegibly. TheDepadment has provided.a space at.tHmbottom of the affidavit for you to tol out in the event the Office of Investigations has to contact you regarding the applicant- Please be s to fill in the p emiitllicense mnaber which will be used as a reference ntmlber. In addition,an applicant ure th must submt ID-ttl'�le pMnnit/HC=.se applications in any given year,need only submit one affidavit indirafiing dent at and under"Job Sita Address"the applicant should write"all loca*ions II (cif'or policy in�•�matioz<cif neces..azy) be rovided fA the town).'A copy of the-affidavit that:has been officially stamped or madredby the city or town may p applicant as.proofthat a valid affidavit is on file for foffire.pennits or licenses_ A new affidavitmust be fiIle-d out each year.Where a home owner or citizen is obtaining a license or pmamit not relatMd to any business or commercial vEntore (Le. a dog license orpemh to bum leaves et-.)said person is NOT MIO�to complete this affidavit The Office of Investigations would hke to thank you in advance for your cooperation and should you have`any questions, please do not heshaln to give us a call I The Depmtaienf,%address,telephone and fax number. e �We�aja of Massaclins t�s Depart neat of Industial Accidents • fc$of�t,�e�g�ttia� - �osto-n=MA E�111 Tf,-I.4 617-' -490 I=t 4-06 ar 1-977 MASSA-FF Fax#617-727 7M Revised 424--07 �fdia The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 M www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual):Prime General contracting/Scott Mauro Address:P.O. box 811 City/State/Zip:North Kingstown, RI 02852 Phone #:401-885-2719 Are you an employer?Check the appropriate box: Type of project(required): 1.r-1 I am a employer with employees(full and/or part-time).* 7. ❑New construction 2. I am a sole proprietor or partnership and have no employees working for me in ❑ 8. ❑✓ Remodeling any capacity.[No workers'comp.insurance required.] 3.�I am a homeowner doingall work myself 9. ❑Demolition y [No workers'comp.insurance required.]t 10 E]Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.�Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 1 .�PlumRoof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I 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:Beacon Mutual Insurance.Co Policy#or Self-ins.Lie.#:66826 Expiration Date.02/14/2016 Job Site Address:655 lyanough Road City/State/Zip:Hyannis,MA 02601 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL a. 152,§25A is a criminal violation punishable by 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.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: Date: 12/17/2015 Phone#:401-885-2719 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#: SUBCONTRACTORS TRADER JOES HYANNIS, MA COMPANY ADDRESS PHONE# PERSONEL TRADE 1 I Trader Joes Market 655 I anou h Rd., Hyannis, MA 508-790-3008 Brian Manager Trader Joes Co. 117 Kendrick St., Needham, MA 781-455-7337 Kieran Project Manager Prime Contracting P.O. Box 811, No. Kingstown, RI 607-725-8325 Ron Supervisor Steven Tenossky 1000 Boston Turnpike, Shrewsbury, MA 508-845-5000 Steven Owner Ta for Asscotiates 572 N. Broadway, White Plains, NY 914-289-0011 Mike Architect Police 1200 Phinne s Lane, Hyannis, MA 508-775-0387 Police Fire 95 High School Rd., Hyannis, MA 508-775-1300 Eric Fire Marshall Hospital 27 Park St, Hyannis, MA 508-771-1800 Ambulance Building 200 Main St., Hyannis,MA 508-862-4033 David Inspector Health 200 Main St., Hyannis, MA 508-862-4644 Donna Inspector Acoustical Design, Inc. 2 Canton St., Ste. 3-A, Stoughton, MA 02072 781-344-5442 Paul Ceiling 1 All Cape Welding 155 Old Yarmouth Rd., Hyannis, MA 02601 508-771-21 17 Bob Steel CL Noonan Container Service 415 West Street,W. Bridgewater, MA 02379 800-922-8026 Jim Dum sters D & D Electric 247 Salem St., Woburn, MA 01801 781-932-0707 Brian Electrical Easton Concrete Cutting 125 Eastman St., Easton, MA 02334 508-238-0062 Dennis Masonry EI a Plumbing P.O. Box 57, Somerville, MA 02143 617-623-5533 Jim Plumbing Home Depot 65 Independence Drive, Hyannis, MA 02601 508-778-8948 Materials HUB Refrigeration 244 Willard St., Quincy, MA 02169 617-773-1911 Steve Ref/HVAC/Accorn Labor Ready 233 Barnstable Rd., Hyannis, MA 02601 508-771-2273 Jack Laborers Mikron Fire protection 28 S. Main St., Suite 195, Randolph, MA 02368 800-437-2907 Mike Sprinkler Multi-State Roofing, Inc. 158 Franklin Street, Winchendon, MA 01475 978-297-3660 Chuck Roofer National Contracting Corp. 5095 S. Old US-23 Ste. B, Brighton MI 48114 248-240-3324 Joe Int. Concrete Floor Prime Contracting P.O. Box 811, No. Kingstown, RI 02852 607-725-8325 Ron Carpentry Savvy Pro Painting 25 Treetop Pk., Westborough, MA 01581 774-224-8201 Chris Painting, i p6°3WlE. CONTRACTING Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality BWP AQ 06 Notification Prior to Construction or Demolition B. General Project Description (continued) 3. General Contractor: Prime Contracting P.O.Box 8'1 1 Name Address North Kingstown RI 02852 (401)885-2719 City/Town State ZIP Code Telephone Scott-Mauro 401)932-0229 General Contractor On-Site Manager/Foreman Telephone General C. General Construction or Demolition Description Statement: If asbestos is found during a 1. Construction or demolition.contractor: Construction or Demolition Prime Contracting P:0..Box 811 operation,all Contractor Name T Address responsible parties must North Kingstown RI 02852 4 (401)885-2719�, comply with 310 City/Town State: ZIP Code Telephone CMRand 7.09, 7.15.,and Scott Mauro (_401),932-0229 - Chapter 21E of Construction&Demolition On-Site Manager Telephone. the General Laws:of the 2. Licensed Contractor:Supervisor:, .Commonwealth. Scott R Mauro CS.-67303 This would _. ,. lnctude;but Supervisor Name License Number would not be limited to,filing 3. Is`the entire facility-to be demolished? ❑_ Yes ® No an asbestos removal De scribe escribe the areas ,bdelid e: r oshe : notification with 4 ( �to e the Department Removal of non-bearing demising wail made out of metal studs and sheet-rock. and/or a. of release/threat of release of a hazardous substance to the Department,If 5. If this:is a construction project;describe:the buiiding(s)or addition(s)to be constructed: applicable. Interior remodel of existing space i 6. If this is a demolition or renovation projeci,•were the structure(s) ❑ Yes Rr No surveyed for the presence-of Asbesto."s-Containing Material(ACM)? 7. Was asbestos containing material(ACM)found?. ❑ Yes IR'No If yes,who cori.dLicted the survey? Name Department of Labor Standards Certification Number 08/15 BW P AQ 06 Page 2 Hof 3. I . assachusetts Department of Environmental Protection Bureau of Waste, Prevention •Air Quality BW P AQ 06 Asbestos,Project Number Notification Prior.to Construction or Demolition A, Applicability Important: A Construction or Demolition operation of an industrial,commercial,or Institutional building,or residential When filling building with 20 or more units Is regulated by the Department of Environmental Protection(MassDEP),Bureau the computer, on- out forms on of Waste Prevention Air Quay on,unli( Division, erg Re ulations 310 CMR 7.09.Notification of Construction or > use only the Demolition operations is required under 310 CMR 7.09.(2)ten(10):days prior to any work being performed.The tab key to following information is required pursuant to 310 CMR 7.09. move your cursor-do not Is this a fee-exempt notification(city,town,district,municipal housing authority,state'facility,;owner;occupled' use the return res'idential.property of four units or less)? key. ❑ Yes ❑ No as Type of Notification:❑Project Revision ❑,Project Cancellation Blanket Permit Approval,if applicable: PP PP ApprovalaD Number Instructions: Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: 1.All sections of Approval tD Number, lhis.form must B. General Project Description be completed in • order to comply , wilh.the 1. Facility Information: Department of ..�f � CC, t, RZp ,-. Environmental1 Protection notification Name of Facility t � street Address requirements of ��Ar1,.N S r � 02-Wo 1 J _ '30 1 3\��` 310,CMR 7.09 Cil frown :State. Zip Code. Telephone 2.Submit�$At� �J'C2?i�t �1`p- - �- l7�' C_00 � OriginalForm Facility Contact Person Contact Person Title To: jS1. Commonwealth Facility Contact Person Telephone Facility Contact Person Email of Massachusetts P.O.Box 4062 Facility.Size: Boston,MA 02211 j 7j t/L�Z. `J(2 F i';. l Square Feet Number'of Floors° Was the facility built prior to 1980? ❑. Yes 5kNo Describe the current or prior use of the facility: Is the facility a residential facility? ❑ Yes 1 NOL if yes,low many units? Number, 2. Facility Owner:.(ATV Mtl1 t:(ILir,MANA6emek%t � `rnr i -- -FST ST '72-S ROyr CoA 00t1>/ Facility Owner Name Address At�1o�raiFbar C�2(n"1 Sob 35. CltyfTown State I ZIP Code Telephone ��:k�-t fJ. �31 W t u.�u Wit?-�+�•r On-Site Manager/Owner Representative Address Ctty/Town state TIP Code Telephone. 08/15 BW P AQ 00 Page 1 of 3 i Town of Barnstable it i Thi t. rd�So That:�t is Uis�ble:From.the Street A rovedP,Ians Mustfbe:Retamed=on Job andahis Gard Must be Ke t Post s Ca F P IAWt SrABLC. r` pP v M^ p .Posted=Until Fanal?Ins ection Has>:BeenMade 3 r „ ,f; 16Q ,+8 q; rz k- p � ` rfi _rs. �` „ �. rr,,� `„� ., ,Y p Where a Certificate of Occu anc is%Re,wired;;suCh,.Burldm shall Not be-O„„ccu red untal a,Finai-lnspectio,n'has;been made Permit , dam.'a . . . x€ P _ y :Q _._r. r:„ .. ,»:. p,. a ;,., Permit No. B-17-562. - Applicant Name: Approvals Date Issued: 03/10/2017 Current Use: Structure Permit Type: Building-Trailer Expiration Date: 09/10/2017 Foundation: Location: 655 IYANNOUGH ROAD/RTE132,HYANNIS Map/Lot 311-008 Zoning District: SPLIT Sheathing: Owner on Record: CTS FIDUCIARY LLC TR x Contractor Name Framing: 1 r � Address: C/O TURTLE ROCK LLC f contractor License 2 '� YARMOUTH PORT, MA 02675 �EstProfect Cost: $0.00 Chimne 3 W 4y . y _ Description: 3 storage containers for fixtures and patio set Permit Fee: $75.00 Insulation: Fee Paid: $75.00 Project Review Req: 3 storage containers for fixtures and patio set Final: I Date 3/10/2017 awl h s ) Plumbing/Gas Rough Plumbing: �.., ; ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work author¢edby'this permit is commenced within six monthsater�issuance. All work authorized by this permit shall conform to the approved application and the.approved construction documentsffor whichAhi permit has been granted.. Rough Gas: - " All construction,alterations and changes of use of any building and structures shall be in compliance with the focal zoning by laws,and codes. final Gas: This permit shall be displayed in a location clearly visible from access street or road a d shall be maintained open for public inspectwn for the entire duration of the work until the completion of the same. Electrical The Certificate of occupancy will not be issued until all applicable signatures by th6%'b ld�g and Fire Officials are,provided on thisR`permit. Minimum of Five Call Inspections Required for AII Construction Work: 4 Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection m. J 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: !Persons contracting.wrth unregistered..contractors do.nof have access to%Elie guaranty fund" .(as set.forth;in MGL c.142A). _ _... t _ . Department ..Fire. ._ . .... .. Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT=ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ®� �U'L®6NC O�� Application # Health Division MAR 02 2017 Date Issued Conservation Division TOWN OF[3AR � Application Fee .S.ABL . �Jc v � Planning Dept. Permit Fee D . Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address (e�5 S Village . �-a Ca__.n,)A S Owner c C 1 r^ r mr1 GS fi �;�k 00 S Address Co G ,D, Telephone Permit Request �� 5�� -� C-0YVTY F-k--:1f qoa, F l x-T lY 21us S e, eAC, ^i V p c e*2 U NI-Y Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District �• Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use LL = APPLICANT INFORMATION - - -- - -—- (BUILDER OR HOMEOWNER) Name 6 Y �5�M 43 -TV'f C ��+ � _ Telephone Number Address _ (A 13 2— k+:7 ;y1 LS License # o26o l Home Improvement Contractor# Email Mc1c , a r 6"rN e Q do rl s omas 4r--x s�,V.0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE V VPA DATE 3- ' -1 -J FOR OFFICIAL USE ONLY APPLICATION # -DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION . FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL. GAS: ROUGH FINAL ` FINAL BUILDING r, DATE CLOSED OUT ASSOCIATION PLAN NO. 27m Comwomreah*of f MassarJr rse& Deparhaeu-t a,f strid Accidents t? ce of Lm. gadons. 600 Wash Vion Street Bastwa,MA 02111 k��viu massgrrt�rlia t Wcwlmrs' Cumpensafi onInsuranceAffidavit:BuilderdCuntm�rsMec&*riansdquimbers Applies Infox Wien Please A nt Leel�b lY Na= - C 'E rVmcts Address:, (4a Q' \ City/Stater CLin yJ 1S Ack C&O Phone-tur: 50 8._ + SS "(, Are you an emplayer?Cleckthe appropriate bam Typeof project t ect r -I_❑ I ant a 1 veith 4. El am general contractor and I p employees(full andfor part-time.* have hired the sub-contractorssub-contractors6. actors ❑New Construction . 2.El am a sale propiietor orparturs listed on ai cfred sheet 7- ❑REMOdeling ' sb�p and have no employees These sub-canrac.#ars have g_ ❑Demolition waddag for me in-any capacity- enTloyees andhave wodoers'. 9. Building addition [90�"i odmrs'Comp.insurance COEIlp_ensurano l` ❑ required-1 5_ ❑ We are a roaporafifla and its 10-❑Electrical repairs or additions 3.❑ I am a homeowner doing all world offices have exercised their 1 L❑Plumbing repairs or additions mpsdf[No workers'camp- right of eruption per£1 M_ 17-0 Roofrepairs insurance require&]l c.152,§In sndwe have no employee's_[Nownrlcess' 13-00the�pC0Y1�N1��) comp-insunux a mquired-] } 'Any appticasmt�,acChedcstsas ffl nnast also ttllvnFthe sectioaheTpwshauiag theirwadtes'ca�peasafiaapa&eyirdo�afiovl #t aateoer who submit dtis e5datic in&rabng d ey cite doing zU wait sA Milts outside cant=wrs tanst maTo-tait a new am davit indite succh_ . ZCa ttns IT=de,ttus bona mmt attached an oddid-21 sheet show€ag theaame of the sub-ems and state whe&er ar not fhnse ea itieshAve employees. theymnstpmidetheir wm"ken'tom . o P P *atttnlse>~ . I am art enipL�er tleatis pratRrlirrg�varkers'couiperesrdian ulszirauce,for Rr�emptny Se&iav is tl�epaticy arm jets site ir�formcafian, \ _ . Insutrance company Name: �� 1'y CQ'T I�Y1 ` -�Y) S Policy or Self-ins-I.ic- L'�S l a Cl�.. pisatiou Dam a I d 11 8 Job Site AAdress: S S 6Z i 3a City/StaferZip: 1h 'J a�4 VI 1 S' _. 2 6 61 Attach a copy of the workers°comipensationp.olicy declaration page(showing the policy member and expiration date). Faiimre to secure coverage as required under Section 25A o€MGL m 1P_can lead to the imposition of criminal penah%es of a fine up to$1,50D OQ and/or one-geasin;pdsonmeut as well as civil peualtim in the fart.of a STOP WORK ORDERaud a rme of up to$250-00 a day aggainst ffie violator. Be advised drat a copy of ffiis shitement maybe forwarded to the Office of Imvest•p ions ofthe DIA for hismsice coverage verification- Ida kersby COV an/ror Ste pains andpenaNes of ver�try mat dje iaf br utadmi-prol-uW abmw is bars and c arrect Phone A. GCq— qqJ _ y s a 02kitd ass only. Da iW writs in ffib area,to be cmnp&Md by cky srtoirn a,, War city or Town: Permhf kense AE IssmagAu hartty(tdrdeone): L Board of Health M BuffTlag Department 3.CAyyfrown Clerk d.Electiical Easpector 5.Plumbing rmspecter 6.Other Contact Fawn Phone 9: -- — - _ 6 hiformatiou and Instructions �. MAce�� ctts Ge�al Laws M rulm s all employees °prrrvrde wo6x&compensation fnr f acu employees. PMM,- b this ,an.MVIayee is defined as.¢.eveay person-in the'service of another under any co�rar ofbire, esp=ss or implied,oral orwiit� An et�Ioy,is defined as"an b ividnA partneasbrp,3oC&J,c�rporafzon or other Iegal entity,ar any tFvo or more of the:foregoing in a Joint enterprise,and inchl Ding trio legal�8e�ves of a deceased employer,or 13ze receiver or trustee of an kdiviffimL Pam.associalim or other legal ezol y,employes emplDY=s- However ibe owner of a.d wejang hone having not mare than the ee apartment and who rrsidEs therein,or the occogant of the - dw-eIling house of another who employs persons to do maitMaaCC,ca2strrirti on or repair work on such dwelling house or on the grounds or buUdmg appmtenm tth=r o shannotbwause of sash emplaymmtbe deemedto be an employer." MM chapter 152,§25C(6)also states that"evay.sfafe or Ioca.I Rcensivg agency shall withhold the iSsnanCL:°r renewal of a license or permit to operate a buskers or to construct buildings in the commonwealth for any aPPlicanf-Who has notproduc;--d acceptable evidence of cumplianmwhh.the insurance covexagerequked Additionally,MGL chapter 152,§25C( )sfafns-Neiffi=the nor any of it's political subdivisions shah meter into any contact for the performance ofpublic wont in acceptable evidence of compliance with the insmmlce._ F.. re of this chapter have Been presented.to the co—*�A�,�aofi?Ddty:' gtm�me Applicant.- please,fill Out 11ie wo&m-b'compensation affidavit completely,by chmidng the boxes that apply to your sifnation and,if nary,supply sub-contmct°r(s)name.(s), addresses)and prime mrn er(s)along wIh their cer C2cat*)of msm-ance Limited Liability Companies(LLC)or Limited Liabfiity pmtae ships.(LU)with no employees other than the members or parfne xs,are not regtm ed to cauy workers'compensation fisarance. If an LLC or LLP does have employees,a.policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accident fbr confnmaiion of insurance coverage_ Also Be sure to sign and datethe afstdavit The affidavit should be rimmed to tho city or town that the application for ffie peunit or license is being request not the D ep t of ; TidastIal.A.c idents. Tuyuldyou have any questions regarding die Iaw or ifyoa are regma ed do obtain a workk=ers'' eo mpetisatio. olicL please call the Departme�at file number lLlt!d'below- Self-insured companies should ear rhea p s elf-hjm= e license number on the appropriate line. City or Town Officials Please be sum that the;affidavit is complete and printedlegrhly. The Departmentbas provided a space at.th.ebotb= of the affidavit for you to fill out in the event the Office oflnvesfigations has to confect you regarding ffi e applicant Please:b e sure to fill in the pewlicense mmaber which will be used as a refxe:ace number. Tn addition,an applicant that must submit m-uliiple penaitllicense applications in any gives Yam.n °�Y. it one affidavit mdiceiwg��t policy fifonn&tlon(ff necessary)and under`Job S$e A-Adrese the applic should v I "all locations in the °_ town)"A copy of the-affidavit that has been officially sfamped.or mated by the�Y or mown may be provided to the applicant as proof that a valid affidavit is on file for fat= pmmits or licenses. A new a$idavrt must be,filled out each year.Where a home owner or citizen is obtaining a license or pcit not relaird tQ any bus or commercial v � (i.e: a dog license or permit to bum leaves etc-)said person is NOT regahed to complete this affidavit u have any ques'fion The Office of lnvesfigatons would like to think you im a&mce for your coaperafian.and should,yo please do not hesitate to give us a call The Depm-tu mfs address,talephone and fax mrmber_ Of Massach , m�nfi cif Inds Acri�ent� . E�t�e afxu. g�fiio� - 4n Tf,1:'617-727-49OG=ft 4€6 or 1-a' hgA99AF.B Fax 0 61�`�'�'�� Revised4-24--Q7. ./,. ri C)C C4ZO t'L -e MA:l LC-XS zAo" t MW Y' F1�L BUILDING DEP7 MAR 02 2017 TOWN OF BARNSTABL, i i I u/Rl ell MAN / / H i i� # M � Town Of R1T,1LSfabl Regcf.afoiT Services: of r M Richard'V.Scar4.Dh-ectvr BuzZcTamg bivision - Tom Perry,Ending Commissioner w� 200 Slree Hy s,MA 0260I ww v,towmbarudable.II 2-US. Officw 508,462-403.8 Fa=.50,840.0-6230; soowxs z fox PAM JOB LOGATIC3K ) a". G',t�Y ct I QOMF•OOW23Ee2 .. ,, name _ . <homphoac� tvoticpfiones j1 1viAIT31�TGADDRESS' G��(t Ott° �. i.t=c i "i' �(�'1 es r w ' i-'t ��iC.. c : it `•`'` ti Y slime ap 90&-- Tfu cnuent cxempiion for""homeowners"was`extr-Maya to include owner-occ=ied'dweUines of sk=it;or less`and to allow homeoWners;to-cagage'anmdividual for hire who does notpossess a license,-ptoyided'that the owner acts as strum visor- • D�F1NiTIpN ORHOMEOWIdEEt Persons)who:owns a parcel of land on whi4helshd resides or fi t=&t'o reside,o.'tt w ch there is,ar is intended to"be,a one or.fwo- 'famaly:dwelling,athcbtd.or.detachedstrnctnres accessory to such use=nonfarm str+ones_ A person who constzncts:more than one home iu.,a two-yearpeaiod shall not be condderedAbonicowncs: Suc1 ahomeownd'shall snbrnitto the Building Official on a man acceptable to the Bull mg Official,thAAthrlsha shal be r=onsIbIc for all swh woskvexfnffied uiderthe bmldiig ycs (Samson The cmdczsgncd"honicowiger"ate+-ss tzspons�bslrt'y fvr cnmpIiance wititc State Bdmg'Coda'anii other aPpiieablc codes, bylaws;roles and regulations- - The;=A6 sigmed-homeownbe- eztiats thathrlsl}e.undAstands the Town ofB=stabZc Binding Departmenfmmimnm inspxtioa %medr . em=ts;andflat}elshe;wilI comply with said.procednres aadrequi emcras: 7 si OfHomcoym= Approval ofBmldmgOt3idal Note; Th=—famny dwellings,coma.a 33 000 collie fret or larg=wM be requh ed-to comely with the S`EatnBu�d"mg Lodi Sccdad.327.0 C.ai:;g ction.ContraL.. $01 BMOWIEB'S F M&InON The Coda states.thati aAay"hoza owner"perform g work for which a bt Tdmg permit is recjused shall be erempt from the provisions pf this secfian(SedxonI09.11 Liceasizig.of.coastraction Supervisors);provided t3iat if the homeovzner engages a person@).for I ire to do welt woirl tbzt such$oineowncr-shalt act as supervisor." Idauyhomcowners who use This exemption are unaware ffiat theyare assoxs the responsiniinties of asupereisor (sea Appendix Q,Wes&Regulations for Ucens ng Construction Supervisors,,Serdion 2j.5)'This lack 6f awarencss often resulfs in serious problems,parfieularlywhen ffLq homeowner hires mdiicensed persons_ Iu this case,a Board'cannot ProcPsd ag-mast the unlicensed.person as i#would t Z a licensed SuperQisor. The homeowner acting 8s Supervisor is uIt�mateI7'responmble. To:eusure that ffie homeowner is:faIlp a ware of hi-Aer responsibilities,Many coauuuliMes requJi-ei,as part of the Pit 2.PPhC2 'n,.tbat the homeowner certify thathelsheamderstads$a respoasihiI't es of aSupervisor. .On fe last page of this issue is a form,cnrrentlytmd by.several tokens. You may care t amend and adopt such a far=Itert►=2Dntfor use is yam comMMIffy, - Q:IWFFL�SIF'OB�s"�r�r�P Ravised D61313 r Town:of Barnstable49 o� Regaxatory Services IWACM Richard V.SdA'Dhvc!or a,.►u $nlding'Divi: ion 'OmBMTY,B �:Com loner .. . 200 Magi Sb#4 Hyz=is MkO2601 WQPW#DWn_bainstable ma:usc Office: 508-862-4639, Fam=508-790-6230` Property Owner Must Cor plete and Sign This Section If U,s' A wilder c I l '1 �\ � t:: 1 C' "S. ✓1C�1 ,'7 :,. U1. as Qwner:of,the`subject property .herebya home �. t,v i -A'juice> r. . G�u,g:, to act onmybe '.ta.21l=mttem zelative to woik.2ufo .byt$is.buzldinz aPPIicarion'far , C��S (L�- C 3� �-��►�n�� , YVLe� az 6�z (Add=ess,offob) "*'-Poolfences and"alauns are. e zespons ilityof tilt ap licant Pools are not to, be filled or utilized before fencelis installed and.all final , 'inspections are pezfoz fld and accepted. f Owner 'Signatnze of Applicant, } „ ziutName- IPiinfl Tame I q�RMs:oR'2�tPF�Sso?�'ooLs 1' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 1 — Parcel—() U 9 Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ HyannisZYU Z_,U� I G�.2u Project Street Address5S R� l�j y Ck V ,Y\ j S _ GG, O , Village 3(xd' Owner Address Telephone O�- �v-Ts—a oo 5 Permit Request --T-VN f-e- .. CC,-- 1Y)C-V-s caul SvYr rn e� c;� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation C5 '� ,- Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: f. -a Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use ` APPLICANT INFORMATION c� I (BU`ILDER OR HOMEOWNER) r Name Y` CSas `1Y-Qe- S r1 o S Telephone Number 50 Address q,►n v)J License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a 1�3 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED } MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r �. Town of Barnstable Regulatory Serivices Richard V.Scab,Director Btfflding DivMon Tom PenT,Bn¢1din;Commissioner 200 2 a=n Sfr^-t,3ymais,I,,jA 02601 x VP IV IV.town.b arnstablema.us Office: 508-862-4038 FR= 508-790 b230 Property Owner Must CoMPIete and Sign This Section If Usin A Builder Z, '! 4 �f" ' . ; k+ , ,as C?Ancr of tie subject prop=nY f Kesel yauthoxizc ' -Jc�C,K AYCh �Y) . ' tits rs;�.Tv�y S to act on mybji.=If, 5 au matters xela:tive to caok.au ho d by this bolding permit application for: C.'L.y W � y ytiJ, Z �x2. t L Gi.t'liii'S Y1 (.Adclx:�-ss of job • 'Pool.fences and alarms are t i.e responsi&lrtyof the applicant:Pools are not to be fled or ii zed before fence is talle in d and all f%na.l _ spections are perEo�med and -K s s e c,. � �t�.� � SQL, I-ex- x-� Ire of Siena=of Applicant j f i. RII=Nally— Pli=1 Name Da.. +'a t:. G a 0 � .b ✓ � Fy �[yx� � o ON d El U 00 Ln wEl rQ o All ° 0 . � RiCH o ej o su A •� , �. ``44 0� 0 � �� U (air rd 04 hn �y W J3{ I g q ,bbfA '� vel ta s y .� ., �, a E; $ s Ada QD ii� 1• :. _ H c^y_. t'r i+., t� .f� 4 t3. `r '3e U '"i a s� SV flu .�.� � � � � ,� ,r, � .E� o iu �.'�} 4..+'� � �• o ass r cd .a; _ .wlu P4 � .d •-+ Y'� sn � �i S13 +2'j Y!j � 4S t✓ 3-i f7.i P �i � Bpi �Fri i S .-»_r.r....x.,wx+o-n..m..�.r.».. .rrrr+.+m.....r.....:.,.:.r...r......+...�..rnn:...+:n:'.:re:w.rrrwrrgwr..;,:..:.........,:.....e...._..m....r:.r...v............... ..... ..........«...x:w:.:«,.».w....:.:«.....x....we:..w...aww.+n..:..x.nw.w.:......r. .«....:....:,:>.w.w.w..« .:_,x:,w:,..w..r.rntian k'.mfn'r w.;::,:y.«>.4...a«�..w.nr.F.«.u...u:.iu....rm...++...-.w:...•.......mn.a.+�w'td+T :w&...'A Maj'.T'..,a�'W, -N' r•.M9::"'.: w%A x..,.:_, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION W 'S � I- Map � Parcel App�icafi' rvo � � ) - Health Division ERA -DANsgtaed ��.�' � Pe Conservation Division Application Fee - t { Planning Dept. —_--Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis F Project Street Address � _5 i� Q'�' i 2 �iq Y1 v1 , S Ck O Z(00 I Village! BA f YlS+n"b Owner: :1u,+1 e R aC L Address Telephone ( Permit Request S.f Cie-',C,9_ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new :!Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type ,.Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing' ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ` �'CS LIS��'�sL ' S Telephone Number _ f Address 5 5 Q� �32 � (A✓%v1)S G_L6 U) License # Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 G c - FOR OFFICIAL USE ONLY APPLICATION# r DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION C FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ' ASS.,,�F- ,TION PLAN NO. The Commonwealth of Massachusetis r eP D artment of Industrial Accidents .-, Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly NaTi0(Business/Organization/Individual): Address: City/State/Zip: aj U IA V 1 S ( CA, 0240 I Phone#: Are you an employer?Check the appropriatUIain Type of project(required): 1.El am a employer with _4 pz 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. ElRemodeling ship and have no employees. These sub-contractors have g• ❑Demolition workingfor me in an capacity. employees and have workers' Y aP tY• $ 9. ❑Building addition [No workers'comp.insurance . comp.insurance. 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 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] 11 . *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. 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 providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: 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 d penalties of perjury that the information provided above is true and correct D ) _ 1 cS nature• -'� C` Date• - `4 �A rf tPhone#:` 0_ _ s S - r 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.ElectricaI Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions - :A Massachusetts General Laws chapter 152 requires all"employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as""an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in'a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)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 (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street. Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749_ Revised 4-24-07 www.mass.gov/dia A� CERTIFICATE OF LIABI DATE(M /DD LITY INSURANCE page 1 of 1 04/02/201414 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 CONTACT NAMr- Willis of Arizona, Inc. c/o 26 Century Blvd. PHONE 8-7-945-7378 FAx 888-467-2378 P.O. sox 305191 -MAIL certificatesQwillis.com Nashville, TN 37230 INSURER(S)AFFORDING COVERAGE NAIC# INSU INSURED RERA:Travelers Property Casualty Company of Am 25674-003 Mobile Mini, Inc. INSURERB: Travelers Property Casualty Company of Am 25674-001 Attn: Kathy Wallace INSURERC:Travelers Indemnity Co. 25658-001 7420 S Kyrene Rd Suite 101 ' INSURERD: Tempe, AZ 85283 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:21456518 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. TLTR N-SR TYPE OF INSURANCE D' SUB WVn POLICYNUMBER POLICY EFF POLICYEXP LIMITS A GENERALLIABILITY y TJEXGL424SB882TIL13 10/1/2013 10/1/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGETORENTED PREM ISES E.occurence $ 11000,000 CLAIMS-MADE OCCUR MEDEXP(Anyone person) $ X S.I.R. $100,000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 10,000,000 GENI AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X I POLICY PRO LOC B AUTOMOBILE LIABILITY y TC2JCAP1762B019TIL13 10/1/2013 10/1/2014 COMBINED]SINGLE LIMIT $ 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS - - BODILY INJURY(Per accident) $ X HIREDAUTOS X NON-OWNED PROPERTY DAMAGE AUTOS (Peraccident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ A WORKERS COMPENSATION TC2JUB6076C77213 10/1/2013 10/1/2014 X _ AND EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE a NIA TRKUB4245B87013 10/1/2013 10/1/2014 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? I Mandatory.inNH) E.L.DISEASE-EA EMPLOYEE $ 11000,000 fffyes,RIPTIONOFO E.L.DISEASE-POLICY LIMIT $ 1,000,000 be under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach Acord 101,Additonal Remarks Schedule,if more space Is required) Bed Bath & Beyond/Buy Buy Baby is included as an Additional Insured as respects to General Liability and Auto Liability if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE r THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Bed Bath & Beyond/Buy Buy Baby 650 Liberty Avenue �^ Union, NJ 07083 Coll:4379318 Tp1:1712010 Cert:AA§6518 ©1988-201 CORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ( 1) Distro due back to CTS Tab Specialist by Mon 4/07/14 by 10:00AM 4/3/2014 pg Isbctl UPC I description I ad retail I cspk Page 24 of 112 is .POOR- lit G . -P C),C-�c /N Q(E ................ ji iTrent Owner • 1 o i F A• 1 d ks-- ssz -� �YANU f Ou,� �IAn 'iY 'b V-sa.V6 t a\1 3 s 4vc.ro-y a r+l M ca. �' ffffff � aJ Z y� %'ST��Lfl�c��'"C2�1l.L.pZ ate' ` fZ F 1�C'C�3 021:S `z CiG P+�2a �t -re AtLi -r LL)Ul •Pza'a5 i+2 Y��T1C� tvt2h3rtu2C: _J � c . cl� !� ARCHIVED SPECIFICATIONS Year: Project Name• z Project Address: .._L Map & Parcel # 3 Permit number, if assig e y Permit date: y t Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. �7D - 6M � Archived Specs TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-. I Parcel ON Application # ( � Health Division Date Issued Conservation Division Application e Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis 31) Y16 [P oJect+Street--Address Co cJf 5 �� J -N`F a,r) nt j 0 H0, 0 Z(0 0 1 age— Owner fame Do - Co-5- L% Ave- U n11®n B e g Y I'e`rmitaReques S. crr -� -� Yt/� p y-'6 L3 ",4, CoAA-a i cr`l Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kingwighway: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ OtherF - 6 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ftj Number of Baths: Full: existing new Half: existing new:- Number of Bedrooms: existing _new _- rs Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 6 Attached garage: ❑ existing ❑ new size _Stied: ❑ 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 ruAe (BUILDER OR HOMEOWNER) NameCV� r�S''rl (kS if YLu S Telephone Number"W5.0 Address S S �'� �� Li ec nsev#._ .11.-„1� S �{0 5 N(A VI A is o ck OZ(,c) l Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Oftla0.+r"MU RRAaK4MN!5' +lC% !k *Ew'K4Pv,Y+... i SIGNATURE ;• �"�=� �.�._— DATE � I ��' 1 ll,S ` 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. `.. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT w ASSOCIATION PLAN NO. a _ i he conwtonweauftothlassachusem Department of blduYft Za1 Accidm& Oj xe pfbrpeskgadons 600 Washington Street Boston,HA 02111 wnw mass govArk Workers' Compensation Insnrance Affidavit:Blinders/Contractors/Flectricians/Plmnbers Applicant Information ` \ . Please Print Legibly ' Name(Busmesslorganization(lndividuai): C V\yn' : ck_s [City/ a e/Z p C�I(1 Yl S. • 0 1 O( Phone#: S C�n� -A15 S a. Are you an employer?Check the appropriate box: Type of project(requu ed): I.❑ I am a I er with 4. [,am a general contractor and Z �P have hired the sub-contractors 6 ❑New const<uction employees(full and/or part-time)-* 2,0 I am a sole proprietor or partner- listed on the attached sheet 7.,0 Remodeling ship and have no employees These sub-contractors have g. E]Demolition working forme in any capacity. employees and have workers' 9. 0 Butldiag addition [No workers'comp.mi surance comp.insurance Teq��1 5. II We are a corporation and its 10.0 Electrical repair or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12-0 RDof repairs insurance required-1 t c• 152, §1(4),and we have no employees,[No workers' I3.❑Offer comp,insurance reTiimA] *Any applicant tbat checks box#1 nmst also fill out the section below showing their workrrs'compcnsation policy information_ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contactors unrst submit a new affidavit indir,6n such_ tCont a ct z that cb=k this box must attached an additional sheet showing the aamo of the sub-cont act=and state whether or not those entities have employees. If the sub-conttaetnrs have employcq they must provide their work='camp.policy munber. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. 1 Insurance Company Name: Sir C1-1 l 0� Policy#or Self-ins.Lic.# U. S S U Expiration Date: Job Site Address: .(SS R�. t.3a City/Stat�AL.y G.in-n rS Aftach a copy of the workers' compensation policy declaration page(showing the policy number and expirationdate). Farlure to secure coverage as required under Section 25A of MGL c,152 can lead to the imposition of crbninal penalties of a fine up to$1,50D.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 hmzmace coverage verification_ I do hereby certyy under the pains and penalties pfpelwy that the incformaiwn provided above is true and correct wa Phone k Official use only. Do not write in this area,to be completed by city or town official City or Town: PermitiLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitytTowa Clerk 4,Electrical Inspector S.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. t pursuant to this state,an esnptoyw is defined as"_.every person in the service of another under any contract of hire, express or implied,oral or written." An eployer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint entrsprise,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(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the in�ce. requirements of this chapter have been presented to the cmtractiag authoity." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)nane(s), address(es),and phone number(s) along with their certificate(s)of in�ce. 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 Indutstzial Accidents for confirnation 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 Industzial.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-in surar ce license number on the appropriate 1me. City or Town Officials f 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 f l in the permit/licrose number which will be used as a reference number. In addition,an applicant that must subunit 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. Anew 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 (ie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: Tha Cammouwealth of Massachusetts Department of Industrial Accidents Qfiice of jvestigatious 600 Waslzi you Street Boston,IAA 02111 ` d.#617 727-4900 cat 406 or 1-M MASSAIT Fax##617-727-7749 Revised 4-24-07 i m _gov#dia Page 1 of 3 From: Jenny DeCarlo/StoreOps/Corporate/BBBY To: Jeff Krupa/StoreOps/Corporate/CTS@BBBY, Catherine Neagle/Stores/CTS@BBBY, Jack Arone/Shared-HR/CTS@BBBY Cc: 7002Store@BBBY r Date: Tuesday, March 17, 2015 12:01PM Subject: Re: 7002/Hyannis Containers Jack, Please see information below provided by Risk Management. Thanks, , Jenny DeCarlo, BB&B Store Operations Supply Chain Coordinator Phone: 908-855-4715 Fax: 908-688-6312 `Yuni Fuentes---03/17/2015 11:37:33{AM---Hello Jenny, Insurance company is,Safety National policy # LDS4045802 Yuni To Fuentes/Finance/Corporate/BBBY Jenny DeCarlo/Store0 ps/Corp 03/17/2015 11:37 AM x cc Subject Re: 7002/Hyannis Cont; Hello Jenny, ti CInsurance,company is Safety National policy #uL-DS4045.8.02. 4xpiration`2%28/16 -=�= " T� t Yuni Fuentes Risk Management Supervisor Bed Bath & Beyond Inc. Phone: (908) 855-4284 Fax: (908) 688-3169 - Jenny DeCarlo---03/17/2015 .10:33:26 AM---Jenny DeCarlo/StoreOps/Corporate/BBBY Jenny To DeCarlo/StoreOps/Corporate/BBBY Yuni Fuentes/Finance/Corp 03/17/2015 10:33 AM cc Subject http://home.christmastree.com/mail/emailhr7002.nsf/(%24Inbox)/32BDAA62936042BO85... 3/17/2015 r MAM Town �of Barnstable Regulatory Services Richard V.Scali,Director , Building Division i Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section , If Using A Builder I �✓�I(e- Ebrl- l IC- 'Leil�l�� as Owner of the subject property l p P ny hereby authorize C�Y-)� S - J to act on my behalf, in all matters relative to work authorized by this building permit application for: A r (Address of Job) S' ture of 04et Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPHLESTORWbuilding permit forms\EXPRESS.doc Revised 061313 - - -i�7♦-- i-V1 YiilasVrMR/fV - Regulatory Services Richard V.Scali,Director Building Division • BARMABLIC, • Tom Perry,Building Commissioner taAn i639. �� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)'who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable.codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection T dures aild requirements and that he/she will comply with said procedures and requirements. 0 _ re of Home er ,' ' E ' i Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 ,,Map Page 1 of l Town of Barnstable Geographic Information System New Search I Home I Help Parcel Viewer Custom Map Abutters Map Size ® Zoom Out I L j 1 M I I In JPG Map: 311 Parcel: 006 Full Property Location: 645 IYANNOUGH ROAD/RTE132 Info Owner: CTS FIDUCIARY,LLC CL` Location Information Map a Parcel 311008 Location 655 lYANNOUGH ROAD/RTE1.32 3. Acreage 9.15 acres Current Owner _ a Mailing Address CTS FIDUCIARY,LLC w RTE 132 REAL ESTATE TRUST f 231 WILLOW STREET YARMOUTH PORT,MA 02675 tf yy Appraised Value(FY 2014) m Extra Features $0 to n: Out Buildings $465,700 1°x, Land $3,295,500 v Buildings $7,609,500 yo.nH.pp/Rrg'28_.. �[� Total Appraised $11,370,700 [Assessed Value(FY 2014) r 41 Extra Features $0 4 etB� a Out Buildings $465,700 �. Land $3,295,500 k Buildings $7,609,500 Set Scale 1" =460 _..� Aerial Photos liD MAP DISCLAIMER Total Assessed $11,370.700 � Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA V1.2.5122 [Production] i d . 'r http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=31... 3/17/2014 f Town of Barnstable Geographic Information System March 19, 2015 .# 311f112 r� 3110�0 f � r „m•m011 a ' F, �a' s # v i y i i t» V u IN; 31293024' ' #707 #793 �. . #655 � 3#11004 0 'i 3� #42 #583 $#31 311 7 � #571 w 311094 #21 - t� " 11048 #5D `` '311095 311005 1 `; 11052 ' � 311001 #102 h e NF - �: 311072 � `4., s 's 4 ,�•. #123 ' 311073 #91 #73 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:311 Parcel:008 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Owner:CTS FIDUCIARY LLC TR Total Assessed Value:$11742700 1"=100'may not meet established map accuracy standards. The parcel lines on this map - ':.E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:ROUTE 132 REAL ESTATE Acreage:9.15 acres Abutters boundades and do not represent accurate relationships to physical features on the map Location:645 IYANNOUGH ROAD/RTE132 such as building locations. Buffer / f Aerial Photos Taken April 19,2008 ARCHIVED SPECIFICATIONS Year : If zz Project Name. �— Project Addre s: Map & Parcel # 4t- Permit number, if assigne : Permit date: a-- Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. t 387b �'a Avt- V Archived Specs x: S roy fir..: P ✓ I , I � /Y\/r J 1�/// !. 1v\ I (a-� i { 1 I 1 i 1 �. 11' 1 j+� f - -.. �_ ��+'ems--vw�� - - .��._ -.�.J HENRY L. MURPHY, JR. MURPHY AND MURPHY TELEPHONE J. DOUGLAS MURPHY (508)775-3116 COUNSELLORS AT LAW FAX G. ARTHUR HYLAND, JR. 243 SOUTH STREET (508)775-3720 SUSAN MERRITT-GLENNY ' LOCK DRAWER M 'ALSO ADMITTED IN CONNEC TICUT HYANNIS. MASSACHUSETTS 02601 NOTARY PUBLIC REPLY OUR FILE No. 5996 May 15, 1990 Joseph A. DaLuz, Building Commissioner t Town of Barnstable Main Street Hyannis, MA 02601 Dear Mr. DaLuz: Now that the Christmas Tree Shops project at the junction of Routes 28 and 132 in the village of Hyannis is nearing completion, I felt it encumbant upon me to drop you a note outlining, as I see them, the events that gave rise to months of political rhetoric with regard to the project motivated for all sorts of reasons. More particularly, I wanted to offer my thoughts for your consideration with respect to the manner in which this project unfolded. Additionally, I would like to commend you for the courtesy, cooperation, consistency and competence which you exhibited throughout this process. I recognize how difficult it must have been for you to retain your composure in the face of uninformed criticism regarding the manner in which the Town had handled parts or all of this project. In 1980, my client undertook negotiations with Frances R. Fern for the acquisition of a six (6) acre more or less parcel of land fronting on Route 132 the "Fern Parcel" . The parcel was acquired by my client in 1984. In May 1982, Mrs. Fern had subdivided the property. At that time the premises were zoned business and the only limitation on retail development was a twenty (20) foot frontage requirement. Subsequently, portions of Route 132 and Route 28 were zoned Highway Business with the requirement that a special permit be obtained prior to making any business use of property within the zoning district. However, General Laws Chapter 40A, Section 6 afforded "grand fathering" protection to the Fern Parcel for a term of eight (8) years through May of 1990. Commencing in late 1983, my client undertook negotiations with Joseph Sullivan, being the owner of three (3) acres, more or less, adjoining the Fern Parcel and fronting on Route 28 the (Sullivan Parcel) . Negotiations were protracted and this parcel was not actually acquired until January of 1989. In 1986, when it appeared that the Sullivan Parcel could be acquired, and with the owner consent of Mr. Sullivan, my client decided to pursue development of the entire nine (9) acre, more or less, site. Initial plans provided for the construction of a hundred thousand plus square foot retail plaza with an atrium and portions of the building would have encroached upon the three (3) acre Sullivan Parcel. A review of the then Town of Barnstable Highway Business By- Law indicated that the By-Law was defective and probably unconstitutional. Ultimately, the Scit Case, as decided by the Massachusetts Appeals Court, determined that a similar By-Law was unconstitutional since the By-Law provided no expressly permitted use for the property. Notwithstanding the defective By-Law, my client elected to file with the Town of Barnstable Board of Appeals in an effort to meet whatever requirements that Board might impose and address any issues which arose during the course of the hearings. As you may recall the By-Law required the Board of Appeals to obtain advise from the Department of Public Works regarding the impact of the project on traffic. The initial hearing was held and my client and his engineers worked closely with the Department .Public Works and the Department of Planning and Development in order to resolve traffic issues and obtain a favorable recommendation. On July 31, 1986, the Board of Appeals, notwithstanding it had further time in which to act, summarily entered a decision denying the application for special permit. My client appealed the adverse decision to the Land Court and that case is still pending. It is our intention to dismiss that case since the Town has amended its By-Law in the interim in order to correct the obvious infirmity. Further, the construction of the Plaza renders the issues in that case moot. In the course of our 1986 discussions with the Department of Public Works, specifically Francis Lambert and James Marcello, we also engaged in discussions with Robert Gregory, the Permit Engineer for District 7 of the Massachusetts Department of Public Works. Mr. Gregory indicated, in the presence of Mr. Martin Flynn, Mr. Lambert and Mr. Marcello, that the proposed access on Route 28 should be located opposite Walton Avenue and would not require traffic lights. He further indicated that a four (4) way intersection would probably be permissible although he would review that matter. Unfortunately, although Mr. Gregory 2 indicated that a curb cut could issue, we did not officially apply at that time. About one (1) year later in 1987 and early 1988, my client again revitalized its plans to develop the Hyannis parcel. It was decided to construct the retail center on the Fern Parcel which was "grandfathered" and not subject to the Highway Business By-Law. Accordingly, I delivered to your office copies . of the Plan, Planning Board Covenant and the applicable Town of Barnstable Zoning By-Laws which had been grandfathered as a result of the subdivision. You correctly indicated that the project was not subject to Site Plan review or the Highway Business District both of which had been adopted following the subdivision filing. Notwithstanding the fact that my client was not subject to Site Plan review, you suggested that the Town's interests would be best satisfied by such a filing. Accordingly, my client filed for Site -Plan review by the Town of Barnstable Site Plan Review Committee. Additionally, in order to construct the project, it was necessary for my client to obtain variances from the Board of Health. Applications for variance were filed and, after public hearings on the matter, variances were duly issued on December 16, 1988. At a public hearing duly published and held by the Board of Selectmen on December 6, 1988 the Board of Selectmen authorized a curb cut on Route 132 permitting the project access to Route 132. The Site Plan review team, including Mohamad Terier from the Department of Planning and Development, Thomas J. Marcello from the Department of Public Works, Thomas A. McCann the Director of Public Health and Mr. Bartell of your office, following a number of meetings, approved the Site Plan on December 15, 1988. Following issuance of all necessary permits, my client delivered a full set of Plans, a copy of the Curb Cut Permit, a copy of the Board of Health Variance and Waste Disposal Permit, a copy of the Site Plan Review Approval and other related documents and, pursuant to the Town By-Laws and the State Building Code you issued a foundation permit followed by a building permit. At that point my 'client had yet to acquire the Sullivan property on Route 28, however, he was under the impression, from discussions with the Permits Engineer in 1986 that there would be no problem obtaining a Commonwealth of Massachusetts curb cut opposite Walton Avenue on Route 28. In the spring of 19891 my client requested a curb cut and was advised by the Massachusetts Department of Public Works that 3 he should submit an Environmental Notification Form to the Massachusetts Environmental Protection Agency. It was as a result of this process that .my client was caught up with the MEPA process which ultimately delayed the opening of the development to May of 1990 and it caused my client to undertake approximately $1 , 000 , 00 . 00 in engineering costs and public highway improvements. As I indicated to you the curb cut statute was amended in - 1988 to provide that it applies to matters involving access to state highways. On December 16, 1988, the Chief Engineer at MDPW issued a memorandum to all Districts that the State will interpret this language so as to require an access permit for a project which has frontage on a state highway and uses a town road for an access. The apparent argument of the State is that the "access" has an appreciable impact on traffic on the state highway. Prior to this interpretation the curb cut procedure applied only to the state highway frontage. Rather than argue with the State interpretation (there are three cases currently pending in which this issue is being litigated) we elected to defer use of the Route 132 curb cut pending resolution of the MEPA proceedings. Throughout that process, the Secretary of Environmental Affairs and others harped upon the fact that the Town permitted the project to go forward notwithstanding MEPA approval had not been granted. The MEPA statute does not provide any mechanism to prevent the issuance of a building permit by a Town when all other prerequisites for the issuance of the Permit have been issued. In fact, all of the required processes, and some which were technically not required, were pursued to due conclusion. The Secretary of Environmental Affairs has filed, and has been pending with the legislature for the last two (2) years, proposed legislation which would prohibit the issuance of any such permits with respect to projects which require a MEPA filing unless and until the MEPA filing has been completed and a Certificate of Adequacy issued by the Secretary of Environmental Affairs. This is not current state of the law. I again would like to take this opportunity to thank you for your courtesy, cooperation, consistency and competence throughout this ordeal. The professional manner in which this situation was handled by yourself and your staff, the Site Plan review team, the Board of Health and the Department of Public Works is in my judgment an example of how projects 'of this nature should be treated. 4 In the end, I must confess that I am dismayed at the exorbitant amount of improvements exacted by the State from my client during the permit process. I certainly hope that it will not serve any of those involved as a benchmark for the amount of improvement which may be sought for a project. I 've heard figure on impact fees ranging $3. 00 to $4. 00 per foot. Here the project consisted of approximately 67, 000 square feet at a cost of approximately $1, 000, 000. 00 or approximately $15. 00 per square foot. Unbelievable! In any event, I leave that judgment to all . involved, however, I think that if the shoe were on their respective feet they would agree with me. The record is clear, that you acted appropriately in issuing the Building Permit for this project. That fact is obvious, in view of the substantial publicity which arose in connection with the project and the failure on the part of anyone to successfully argue that your action was inappropriate. Joe, you and other department heads have extremely difficult positions. Normally, for each time you act there are some who will be satisfied and some who will - be dissatisfied. Your consistently even-handed treatment of* those appearing before you does not go unnoticed. I{'ind,,regards, Henry L. ;Murphy, Jr. HLM/lar } 5 � M Q 6 . ... A=311-008.001 HENRY;L. MURPHY, JR. MURPHY AND MURPHY TELEPHONE J. DOUGLAS MURPHY (508)775-3116 COUNSELLORS AT LAW G. ARTHUR HYLAND, JR. 243 SOUTH STREET FAX(508)775-3720 SUSAN MERRITT-GLENNY' LOCK DRAWER M 'ALSO ADMITTED IN CONNECTICUT HYANNIS, MASSACHUSETTS 02601 NOTARY PUBLIC REPLY OUR FILE No. May 15, 1990 Joseph A. DaLuz, Building Commissioner Town of Barnstable Main Street Hyannis, MA 02601 Dear Mr. DaLuz: . Now that the Christmas Tree Shops project at the junction of Routes 28 and 132 in the village of Hyannis is nearing completion, I felt it encumbant upon me to drop you a note outlining, as I see them, the events that gave rise to months of political rhetoric with regard to the project motivated for all sorts of reasons. More particularly, I wanted to offer my thoughts for your consideration with respect to the manner in which this project unfolded.' ` Additionally, I would like to commend you for the courtesy, cooperation, consistency and -- competence which you exhibited throughout this process. ,I recognize how difficult it must have been for you to retain your composure in the face of uninformed criticism regarding the manner in which the Town had handled parts or all of this project. . In 1980, my client undertook negotiations with Frances R. Fern for the acquisition of a six (6) acre more or less parcel of land fronting on Route 132 the "Fern Parcel" . The parcel was acquired by my client in 1984. In May 1982, Mrs. Fern had subdivided the property. At that time the premises were zoned business and the only limitation on retail development was a twenty (20) foot frontage requirement. Subsequently, portions of Route 132 and Route 28 were zoned Highway Business with the requirement that a special permit be obtained prior to making any business use of property within the zoning district. However, General Laws Chapter 40A, Section 6 afforded "grand fathering" protection to the Fern Parcel for a term of eight (8) years through May of 1990. Commencing in late 1983, my client undertook negotiations with Joseph Sullivan, being the owner of three (3) acres, more or less, adjoining the Fern Parcel and fronting on Route 28 the (Sullivan Parcel) . Negotiations were protracted and this parcel was not actually acquired until January of 1989. In 1986, when it appeared that the Sullivan Parcel could be acquired, and with the owner consent of Mr. Sullivan, my client decided to pursue development of the entire nine (9) acre, more or less, site. Initial plans provided for the construction of a hundred thousand plus square foot retail plaza with an. atrium and portions of the building would have encroached upon the three (3) acre Sullivan Parcel. A review of the then Town of Barnstable Highway Business By- Law indicated that the By-Law was defective and probably unconstitutional. Ultimately, the Scit Case, as decided by the Massachusetts Appeals Court, determined that a similar By-Law was unconstitutional since the By-Law provided no expressly permitted use for the property. Notwithstanding the defective By-Law, my client elected to file with the Town of Barnstable Board of Appeals in an effort to meet whatever requirements that Board might impose and address any issues which arose during the course of the hearings. As you may recall the By-Law required the Board of Appeals to obtain advise from the Department of Public Works regarding the impact of the project on traffic. The initial hearing was held and my client and his engineers worked closely with the Department Public Works and the Department of Planning and Development in order to resolve traffic issues and obtain a favorable recommendation. On July 31, 1986, the Board of Appeals, notwithstanding it had further time in which to act, summarily entered, a decision denying the application for special permit. My client appealed the , adverse decision to the Land Court and that case is still pending. It is our intention to dismiss that case since the Town has amended its By-Law in the interim in order to correct the obvious infirmity. Further, the construction of the Plaza renders the- issues in that case moot. In the course of our 1986 discussions with the Department of Public Works, specifically Francis Lambert and James Marcello, we also engaged in discussions with Robert Gregory, the Permit Engineer for District 7 of the Massachusetts Department of Public Works. Mr. Gregory indicated, in the presence of Mr. Martin Flynn, Mr. Lambert and Mr. Marcello, that the proposed access on Route 28 should be located opposite Walton Avenue and would not require traffic lights. He further indicated that a four (4) way intersection would probably be permissible although he would review that matter. Unfortunately, although Mr. Gregory 2 indicated that a curb cut could issue, we did not officially apply at that time. About , one (1). year later in 1987 and early 1988, my client again revitalized its plans to develop the Hyannis parcel. It , was decided to . construct the retail center on the Fern Parcel which was "grandfathered" and not subject to the Highway Business By-Law. Accordingly, ' I delivered to your office copies of the Plan, Planning Board Covenant and the applicable Town of Barnstable Zoning By-Laws which had been grandfathered as a result of the subdivision. You correctly indicated that the project was not subject to Site Plan review or the Highway Business District both of which had been adopted following the subdivision filing. Notwithstanding the fact that my client was not subject to Site Plan review, you suggested that the Town's interests would be best satisfied by such a filing. Accordingly, my client filed for Site Plan review by the Town of Barnstable Site Plan Review Committee. Additionally, in order to construct the project, it was necessary for my client to obtain variances from the Board of Health. Applications for variance were filed and, after public hearings on the matter, variances were duly issued on December 16, 1988. At a public hearing duly published and held by the Board of Selectmen on December 6, 1988 the Board of Selectmen authorized a curb cut on Route 132 permitting the project access to Route 132. The Site Plan review team, including Mohamad Terier from the Department of Planning and Development, Thomas J. Marcello from the Department of Public Works, Thomas A. McCann the Director of Public Health and Mr. Bartell of your office, following a number of meetings, approved the Site Plan on December 15, 1988. Following issuance of all necessary permits, my client delivered a full set of Plans, a copy of the Curb Cut Permit, a copy of the Board of Health Variance and Waste Disposal Permit, a copy of the Site Plan Review Approval and other related documents and, pursuant to the Town By-Laws and the State Building Code you issued a foundation permit followed by a building permit. At that point my client had yet to acquire the Sullivan property on Route 28, however, he was under the impression, from discussions with the Permits Engineer in 1986 that there would be no problem obtaining a Commonwealth of Massachusetts curb cut opposite Walton Avenue on Route 28. In the spring of 1989, my client requested a curb cut and was advised by the Massachusetts Department of Public Works that 3 he should submit an Environmental Notification Form to the Massachusetts Environmental Protection Agency. It was as a result of this process that my client was caught up with the MEPA process which ultimately delayed the opening of the development to May of 1990 and it caused my client to undertake approximately $1 , 000 , 00 . 00 in engineering costs and public highway improvements. As I indicated to you the curb cut statute was amended in 1988 to provide that it applies to matters involving access to state highways. On December 16, 1988, the Chief Engineer at MDPW issued a memorandum to all Districts that the State will interpret this language so as to require an access permit for a project which has frontage on a state highway and uses a town road for an access. The apparent argument of the State is that the "access" has an appreciable impact on traffic on the state highway. Prior to this interpretation the curb cut procedure applied only to the state highway frontage. Rather than argue with the State interpretation (there are three cases currently pending in which this issue is being litigated) we elected to defer use of the Route 132 curb cut pending resolution of the MEPA proceedings. Throughout that process, the Secretary of Environmental Affairs and others harped upon the fact that the Town permitted the project to go forward notwithstanding MEPA approval had not been granted. The MEPA statute does not provide any mechanism to prevent the issuance of a building permit by a Town when all other prerequisites for the issuance of the Permit have been issued. In fact, all of the required processes, and some which were technically not required, were pursued to due conclusion. The Secretary of Environmental Affairs has filed, and has been pending with the legislature for the last two (2) years, proposed legislation which would prohibit the issuance of any such permits with respect to projects which require a MEPA filing unless and until the MEPA filing has been completed and a Certificate of Adequacy issued by the Secretary of Environmental Affairs. This is not current state of the law. I again would like to take this opportunity to thank you for your courtesy, cooperation, consistency and competence throughout this ordeal. The professional manner in which this situation was handled by yourself •and. your staff, the Site Plan review team, the Board of Health and the Department of Public Works is in my judgment an example of how projects of this nature should be treated. 4 In the end, I must confess that I am dismayed at the exorbitant amount of improvements exacted by the State from my client during the permit process. I certainly hope that it will not serve any of those involved as a benchmark for the amount of improvement which may be sought for a project. I 've heard figure on impact fees ranging $3.00 to $4 . 00 per foot. Here the project consisted of approximately 67, 000 square feet at a cost of approximately $1, 000,000.00 or approximately $15.00 per square j foot. Unbelievable! In any event, I leave that judgment to all involved, however, I think that if the shoe were on their respective feet they would agree with me. The record is clear, that you acted appropriately in issuing the Building Permit for this project. That fact is obvious, in view of the substantial publicity which arose in connection with the project and the failure on the part of anyone to successfully argue that your action was inappropriate. Joe, you and other department heads have extremely difficult positions. Normally, for each time you act there are some who will be satisfied and some who wiJ l--,be dissatisfied. Your consistently even-handed treatment If those appearing before you does not go unnoticed. 'nd egards, Henry L. urphy, Jr. HLM/lar - t f 5 �— A=311-008.001 r } ,u. The Town of Barnstable e o Office of Town Manager 367 Main Street,Hyannis,MA 02601 Office 508-775-1120 Warren J.Rutherford FAX 508-775-3344 Town Manager April 24, 1990 TO: Jose h DaLuz, Buildin Commissioner P g Neil Nightingale, Chief of Police Eric Hubler, Hyannis Fire Dept.' FROM: Warren J. Rutherford, Town Manager RE: Christmas Tree Shops - Fire Lane Approval In accordance with the alternate plan presented to me for review on April 23, 1990 concerning fire lanes for the Christmas Tree Shops; please be advised that the enclosed plan is approved. Please ensure that this plan is implemented in a timely fashion. z ° i c i 9 1 FIRE P EV N DIVISION HYANNIS FIRE DEPARTMENT '1 N HIGH SCHOOL ROAD EXT. SEE DWG. 5-16 FOR HYANNIS.MASS,026AI BUMPER POST DETAILS PRD-EeTT Lbe . y ..ca. p ¢r Bar er. b • ar tw•.3 to-L FmapiAs IM.ic`d`66R cc Z _O KEY WX•. Qi Omt.S n.R• pT w+c wp.aw o. o; ® STORE • 1 STORE • 2 STORE • 3 .. STORE • 4 STORE ■ S STORE s 8 .... tMr<t L•rrrS /Awniep w•+n. �N l* M3At71 AA(k]r Lenqwy Anwf MSC L+KL PAn.rn ieLLuw E7Z] 111:1111:11 it, SEE acTmL VSU.' p I-- Law Office of Leo J. Dunn, III 24 School Street, Suite 400 Boston, Massachusetts 02108 (617) 367-6767 Telefax (617) 723-5601 November 19, 1993 Mr.Joseph DaLuz Building Commissioner Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 RE: Christmas Tree Shop Nos. 32708 and 32757 Dear Mr.DaLuz: First let me thank you for taking the time to meet with me earlier this week in your office. I appreciate very much your willingness to take time from your busy schedule. At the time of our meeting you indicated that there was a file that contained additional information beyond that which you had available for my review. One item in particular that was discussed was a letter presumably received from an architecdengineer on behalf of Goodman Associates relative to their compliance with the applicable building code. It would be appreciated if you would send me a copy of this letter, and any other newly discovered materials,at your very first convenience. Again, thank you for your help. V ry truly yours, VDunn, LJD/kb cc: Attorney Ruth Weil i� 1 TOWN ATTORNEY'S OFFICE TOWN OF BARNSTABLE INTER-OFFICE MEMORANDUM Date: June 30, 1992 TO: JOSEPH DA LUZ, Building Commissioner FROM: ROBERT D. SMITH, Town Attorney RE : Claim of NANCY YOUNG. Alleged falldown on 5/29/90, at the exterior ramp to the Christmas Tree Shop, Route 132, Hyannis. Our File Ref. : 92-0028. Enclosed you will find a copy of a letter submitted by our General Liability carrier, ITT Hartford, requesting information concerning matters relating to the construction of the Christmas Tree Shop. Would you please investigate and provide me with a report on the questions raised in this letter. An early response would be greatly appreciated. Thank you. RDS: em Enclosure (( (MRM The Town of Barnstable l u Manager Office of Town g 1e�o" 367 Main Street, Hyannis, MA 02601 Office 508-790-6205 Warren J.Rutherford FAX 508-775-3344 Town Manager TO: Bob Smith, Town Attorney FROM: Warren J. Rutherford, Town Manager DATE: June 25, 1992 RE: Nancy Young Complaint In reference to the enclosed complaint by Nancy Young, please respond and provide defense by the Town if appropriate and necessary. , r C 'lam—'`•' .�'`'" - /V r: JUN 5 1992 TMAM ATTORNEY TOWN OF BARNMABLE I I I V• 1� I 1 I I{ 1 1 ;U I i I CAJ I I I I I I c, I � I S\\ _ 1J ToW14 ,�r p., CrAgLE ITT HARTFORD '92 .Uri 24 p : - 11 3 June 12, 1992 Boston Regional Office 3 Cambridge Center P.O. Box 9107 Town of Barnstable Cambridge, MA 02142 367 Main Street �, Telephone(617)621-4000 Ba-r- a� , Massachusetts 026.Q Attn: Town Manager Re: File No. : 939 L 22487 Insured: Town of Barnstable Claimant: Nancy Young Date of Loss: May 29, 1990 Dear Sirs: We have been presented with a claim by a Nancy Young who advises that she slipped and fell on an exterior ramp to the Christmas Tree Shop on Route 132. Her allegations as to the negligence of the Town of Barnstable are that the building inspector failed to enforce the building codes. She alleges that she fell on the ramp that leads to the main entrance of the Christmas Tree Shop. Would you kindly provide me with the following information: 1. When was this building built? 2. Who inspected it in behalf of the Town of Barnstable? 3. When did that inspection take place? 4. Please provide us with a copy of the inspection report. 5. When did the building code relative to this type of a hancicapped ramp come into effect? 6. Can you provide us with a copy of the law or.building code? FJUNN 2 5 J992 v ,7 10WN Of BARNSTABLE ITT Hartford Insurance Group Hartford Fire Insurance Company and its Affiliates Would you kindly forward this information at your earliest convenience. Very truly yours, A�/4041t'/ �� William F. Gallan �1 Claims Specialist ras a &C- Cape C June 24 , 1992 Oce Agc'O OFFICE OF TOWN ATTORNEY Town Of Barnstable 367 Main St Hyannis MA 02601 RE: Claim of Nancy Young Your File 92-0028 Dear Eileen: This is relative to your letter of June 15 , 1992 on the above . This loss has been previously reported to the Town ' s General Liability carrier, The Hartford. They are investigating and have established a reserve of $50 , 000 . However, I assume that they will defend based on the fact that the primary carrier should be that of the shopping center. Please let me know if you need any further information . Sincerely yours , HUGH C FINDLAY HF(A) /pe U rAN 2 5 l89ft TO M OF BARNSTABLE PRWESSMAL 1 Massachusetts Toll Free 1-800-439-2027 Fax(.4 rea Code 508) 775-3821 AGEMT4�E I 1 1 Law Office of Leo J. Dunn, III 24 School Street, Suite 400 ' Boston, Massachusetts 02108 f (617) 367-6767 Telefax (617) 723-5601 November 10, 1993 Mr.Joseph DaLuz Building Commissioner Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 RE: Christmas Tree Shop Nos. 32708 and 32757 Dear Mr. DaLuz: I appreciated the chance to speak with you yesterday concerning the above captioned matter; and I look forward to meeting with you on Monday, November 15, 1993 in your office at 9:00 AM. At the time of our meeting it would be appreciated if you could have readily available all of the plans and any other documentation provided by the architect and/or builder for the Christmas Tree Shop construction project. In order to refresh your memory concerning the issues which we discussed, I am enclosing for your file the following documents: 1. Letter of May 1, 1990 from Robert Dillon, CORD advocate/access monitor,to Edward Mullin of the Christmas Tree Shop. 2. Letter of May 14, 1990 from Robert Dillon, CORD advocate,to Robert Goodman/Goodman Associates. Please note that a copy was sent to your office. 3. Letter of May 31, 1990 from Alfred A. Jacobs, Director of Design, Goodman Associates, to Robert Dillon, CORD advocate. 4. Memo dated April 23, 1990 prepared by Robert Goodman of Goodman Associates wherein he makes reference to the site visit conducted with the representative from the Office of Handicapped Affairs and CORD. In Paragraph 3 Mr. Goodman notes that the Office of Handicapped Affairs informed him that if a walkway had a slope between 1:12 and 1:20,it had to be construed as a ramp. As such,handrailings and a non slip surface were required. 5. Drawing SL1 prepared by Goodman Associates which designates both ramps at the Christmas Tree Shop as"HC entrance[s]". Mr. Goodman has previously testified that the initials HC stand for handicapped entrance. 6. Drawing entitled"As Built Sidewalk Grades"prepared subsequent to my client's accident by Goodman which shows that the handicapped entrance ramps were slightly in excess of 1:12;and grossly in excess of the maximum allowable slope of 1:20 after which handicapped railings then become optional. Mr. DaLuz November 10, 1993 Page Two 7. Rules and Regulations of the Massachusetts Architectural Access Board(521 CMR 1.00 - 3.00, issued 7/10/87) 3.1 All construction, reconstruction,alteration, remodeling and changes of use of public buildings or other facilities shall conform to these Regulations. 5.13 "NON SLIP": A condition in which a rubber heel, cane tip or crutch tip will not slip when pressure is applied at an angle of seventy(70) degrees on a level wet surface. 22.1 Width of walks and walkways shall be not less than forty-eight(48)inches. Where the slope of walks exceeds one-in-twenty(1:20) or five percent(5%) it shall be treated as a ramp and Regulations applicable to ramps shall apply. 22.2 Suchmalks and walkways shall have continuous common surfaces not interrupted by steps or abrupt changes in level greater than one-half(1/2) inch. Such surfaces shall be non slip. 22.3 Only a non slip finish material may be applied to any walk or walkway. 25.4 Handrails shall be set on both sides of ramps in pairs,one at a height of thirty-four(34)inches,and a low one at a height of nineteen(19)inches, measured vertically from the surface of the ramp... 25.5 Ramps shall have a surface that is non slip ... 26.1 The primary public entrance(s)over building shall be accessible by persons in wheelchairs. I appreciate your willingness to meet with me and look forward to our appointment. Ve truly yours, L o J. Dunn, III LJDAb cc: Attorney Ruth Weil j.. CAFE ORGANIZATION FOR RIGHTS OF THE DISABLED P.O. Box 954, Hyannis, MA 02601 - z (508) 775-8300 / 1-800-541-0282 ��%%3 (Voice/TDD) MM May 1, 1990 Ed Mullin Christmas Tree Shops 261 White's Path South Yarmouth, Ma. 02664 Dear Ed, I am writing you in response to the access survey performed at your new store on Route 132. Although your new building is very accessible and it is obvious you have made an excellent effort to make it accessible to people with disabilities, there are, however some violations that need some attention as we have discussed. The ramps need to have handrails, on both sides set in pairs. One should be at a height of 34 inches. The other one should be a lower one at a height of 19 inches measured vertically from the surface of the ramp. On the tops of the ramps should be a 4 foot level area for rearing, stopping, and turning. Only the front of the building is accessible. There should be curb cuts on the two side entrances so that a person in a wheelchair does not have to go all the way around to the front to get in. There were also some minor violations in the rest rooms that we have already discussed and you have agreed to repair. All in all it would seem that all the violations were in the sidewalks and walkways. I would like to commend you on a very good effort to make your establishment accessible. With a few changes you will be the most accessible shopping center on Cape Cod. I would like to set up a meeting between yourself, myself and Joe Daluz, who is the building inspector for your area so chat we could discuss the Possibilities of these changes. Please contact me at one of the above numbers so that we may discuss this further and make the Christmas Tree Shops the most Accessible place on Cape Cod. Again I thank you for your time. - - Bob Dillon - CORD Advocate/Access Monitor cc. Bruce Bruneau y��31g3 Office of handicapped Affairs M�„, -.. .. . +� . �v y�uo JH•1 :J1♦ ,1.1:111.112.i UIJ: r-.-. Y - EXHIBIT E CAPE ORGANIZATION FOR RIGHTS OF THE DISABLED P.O. Box 954, Hyannis, MA 02601 (508) 775-8300 / 1-800-541-0282 (Voice/TDD) Robert Goodman/Goodman Associates 1001 Southbridge Road Worcester, XA 01610 May 14 , 1990 Dear Mr. Gocdman, Y an writing this letter in response to our meeting at the site of the now Christmas 11-res Shop on May 111 1990. Fir9t, I would like to commend YOU on the great job you have done in making the Christmas Tree shop accessible to people with disabilities. It is my opinion that with a few alterations, such as we have discussed, you will have constructed the most accessible shopping canter on Cape cod that I have ever seen, I hope to publicize this when the work in completed. Among the changes we have discussed were: 1 . Crosswalks: Wherever you have HP parking there should be a clear accessible route to travel with a crosswalk to an accessible entrance. Wherever there is a crosswalk there should be a curb eut which is necessary for access. 2. Ramps. Any ramp with a slope 1:12 to 1:20 should have a pair of railings. gee section 25.4 in the AAB regtilatioha. also it is my opinion that some of the ramps are constructed with a possible Slippery surface. you should consider another alternative surface for liability reason and better access. ?. Visual Warnings: Edges of walkways, (unramped curbs) should be Painted with a contrasting color to alert people with visual impairments of their presence. 4. Curb Cuta: Every primary entrance should have a curb cut fQr equal access. I think we came to a common agreement on the ones you will be installing. I appreciate all the cooperation you have given to me and look forward �o working with you toward the completion of a new barrier free Christmas Tree shop. Sincerely, • Bob Dillon CORD Advocate BD:ean cc: Ed Mullin -Christmas Tree Shope Bruce Bruneau -Office of Handicapped Affairs Joseph Bartell -Hyannis Building Inspectors office IES .•��` ■ Goodman 4A G■m.0 as& n d nay r Goodman Engineering Inellc1iuuaIk�passR fmitems-oo man a M nw"ps;; rar—a Goodman Noperties Inc.0m!kq%%-.&hulciiy Knmpss ;F A S S O C I A T E S May 31, 1990 A .�L �t l q3 )IA -11►3�qM �h , Mr. Robert Dillon Cape Organization for the Rights of the Disabled P. O. Box 954 Hyannis. MA 02601 J Re: Christmas Tree Shops - Promenade—�--,, Goodman Engineering Job No..,*.8887. 88 Dear Bob : As we are in the process of pricing and scheduling the fabrication of the rails to be installed alongside the handicapped ramps, I would just like to double check on a couple of points before we proceed with installation. The objective, of course, is to avoid any questions after the fact. 1 ) As far as the height of the handrails, the Rules and Regulations of the Architectural` Access Board are not clear if this dimension is to the top edge of the rail or the centerline (i. e. , where is 34" and 19" measured to? ) Our interpretation would be to the top side of the rail as detailed on Sheet 3 attached. We've included our sketches for you to review as well. Upon your suggestion, a representative from our office visited the new South Station project in Boston to see what was done for a Cailing treatment there. To keep in harmony with the Victorian treatments at Hyannis, it was concluded we needed something more ornamental, along the lines of the bronze rail detailed as shown. 2) The base selected offers the most structural support and rigidity if it is installed with the anchorage plates on either side of the rail. In that on the traveled side they do not extend past the innermost rail, we see this as offering little potential for problem. It should be noted that while the architectural treatment _ may vary from the South Station railing, the alignment or relationship of the high railing and lower railing is essentially the same. 3) I would also ask that you review the upright bracket detail to be certain it meets with your satisfaction. This is the piece which supports the lower inboard railing. Our intent is to have matching railings on both sides of each sidewalk ramp. This way, a high rail and a lover one will be provided on both sides as opposed to installing a 34 inch railing on one side and a 19 inch railing on the other. 1.14 P11 :N If 1 !1111 A',•J"',11; M%11/!ri 76/4 uUUUUI I Lai r®rO GoodmanEnginceringInc.tuduL2:11HAllu"Ipoas81o" -tss r A S S 0 ! A r T rararu Goodman Properties Inc Llt tAK•.+s P Nxvr�s%I-"t c E S Please confirm that the railings, as designed, will mQet the intent of the Regulation. With your approval, fabrication and installation will 1 proceed. As of this writing, I am pleased to report that the pavement markings including crosswalks, relocated handicap parking stalls and gutter line of curb have been painted. The bomanite walkway and curb has been cut out and reinstalled in the location discussed providing yet an additional opportunity for the disabled to gain access. We were able to make it a curb cut ramp and in doing so, have provided a typical access not requiring any rails. In as much as this has been a learning experience to an extent greater than we expected, we have gained a new found appreciation and are happy to provide a shopping center that is barrier free. Very truly yours, Alfred A. Jacobs Director of Design AAJ/fmg Gtxnlme i/auidrl l;Cll,\uuribrn6p :iuir� C!„ -,iri 1,'l ll;lall III !:Ill/!i!i%!11i U%X!'Ml/'.rl'lli/4 r Goodman Construction Inc.Designdhiild Cunuaruas R Gonsrruriiou Managers s Goodman rrm1 Goodman Engineering Inc.Archireruoal Desiuners&Enuineers r(FOr Goodman Properties Inc.DoWnpers&Property Managers A S S O C I A T E S boa a�A, , 9 TO: � `}1A►.7 ..r . FROH: RPGC1►� DATE: April 23, 1990 RE : Christmas Tree Shops-Hyannis, HA t ------------------------------------------------------------ The following are notes on a 4/20/90 walk thru with Bruce Bruneau from the Office of. Handicapped Af.fai.rs �*(O1IA ) , EJM and RPG , Y , 1 . Most: importantly, please he aware that all cork must he investigated, designed, priced and installed pr. io.r. to May 21st so Christmas Tree can open their store without any problems. 2 . A complete report will he sent by the Off_i.r.P of. Handicapped Atfairs to- rJ11. 3 . The largest area of concern is a question of pitch on the plaza walk surface . The OHA says that any walkway > than' 1 : 20 shall he construed as a ramp; It %,yould t-herefore require railing and cannot be 1 : 12 as it pitches to the pavement. In order to verify that we are within code , we will need grades shot on the plaza walkways. (Please begin to work on solutions if ,we ' re not within code ) . 4 . All. ramps need railings Again we will need design , price and installation ASAP. 5 . The following information is RPG ' s understanding of the walk thru ( No one has checked drawings to see it this was a design or a construction problem. ) : A. In both the m.en ' s and women ' s room: 1 . The soar dispenser. is 41 " above the finish floor. ; it should he 39" . 2 . The grab hars al-e 1. 3/4 " off the wal.1 ; they should be 1. 1./ To avoid buying new bars i.s there some way we could put vinyl wallcover. ing on sheetrock or plywood behind the bar to make up the 1/4" difference^ B . The ladies room toilet is 1." off the center line; it .9ho111r1 hP 1.8" not; 19" . I iCHRISTMAS TREE SHOPS STORE :c 3 i 0 -0 - 0 .. 0 _ ! 51.90 O 51.83'_ O m N . 52.00' 52.00' 52.00' O' �52-w 52.00' I 52.00' 52. 51.96' T2.1%. 51.90' S1.90�., 5L92. 51.90' S1.90' E-LN�l� `N •0�l".1. i ..I---F'_'- ---- T 51.90'. 5 90' O S 0' 51.90'1 I si.er I�St.e�'Y%�( 51.98' OK 5t81' .. .91, E•= --, -----�--- sa o OCK $\ I sl.o 5050 !.!G i1RER .51.�' -477 °° 50.50'. _ f'.S �l)IL�T SIDEW4LK GRAPES - <x,'.� Nh1 CHRISTMAS TREE SHOPS STORE i1 3 52. 0" --_--- i/, 5z.0(Y 52.oa 51.90 51.83'_ cl 52.00' .` 52.00' - '� sz.oa z.oa h sz.oa •O szoo' sz. Lae s1.96' 2.i%. 1 t� 51.90,., 5L92' S1.9a 51.90' E—LBY@L'-> 51.90', o ..`1 I (-..._ I.� .__..I - .. __.... 5.9' C/ '\'91� 5 0' 51.9 s1.61'Is1.8' % 51.88' T\/5,181' 518I' laly _-- RRER s0.s0 - ro AS f5UIL.-T SIDE-WALK Nit 1 Wryo fN[Tp`t a The Town of Barnstable "" s& TAILZ r►�a ' Inspection Department � � 1670. �Ckill' 367 Main Street, Hyannis, MA 02601 508-790-6227 Joseph D. DaLuz Building Commissioner February 8, 1993 Leo J. Dunn, III, Esquire 24 School Street Suite 400 Boston, MA 02108 Dear Attorney Dunn: Enclosed please find copies of materials on file re the Christmas Tree Shops as per your request. I trust this is all the information you need. Peace, J seph D. D uz uilding Commissioner JDD/gr enc. r 5 f a p iliii(l 261 White'4 s Path uth Yarmouth, Massachusetts 02664.508 394 1206• Fax,50.8 394 2314 ree�nops So March 10, 1992 VIA: FEDERAL EXPRESS Mr. Joseph Daluz, Building Inspector Town of Barnstable Barnstable Town Hall' South Street Hyannis, MA 02601 ATTENTION: • ,Mr. .ioseph, Daluz,w'Buildi,ng Inspector Dear Mr. Daluz : SUBJECT: Nancy Young., Date of Accident - May 29, 1990 As per our telephone conversation, please f ind attached a copy of the purchase order contract between Harrington Bomanite and Goodman Associates for the walkway at our Route 132 Plaza in Hyannis, Massachusetts . In addition, we have attached copies of the sealing, purchase order, the occupancy certi-ficate, and the purchase order for the railing along with a site plan showing the location of the railing and where we believe the accident occurred. Do not hesitate to contact me if you need any additional information. Very truly yours, E. Mullin . D'rector of Administration and Finance y EJM/er Enclosures il, — 77 DATE (MM/DD/YY) NOTICE DATE/TIME F O URRENCE qM DATE O F CLAIM - OF OCCURRENCE �! REP ED iNTYRE,FAY&THAYER NOTICE of cults PM " /CJ ES : NO INSURANCE AGENCY,)NC. POLICY EFF. DATE POLICY EXP. DATE • POLICY TYPE { ' RETROACTIVE ATE A 60 WELLS AVENUE ' OCCURRENCE +r'. NEWTON,'MA 02159 t' 'PHONE:(617)332 5100 . CLAIMS MADE COMPANY POLICY NUMBER ( ; -11,C�fj4+d CODE SUB CODE ;•,,,�)(:. }) PFjODUCER PHONE(AIC,N0,'EXT) sEF�RENCE NUI�BER;c)07:(:lU{)�( 1G�{�''' j O)'li1)1►Jl,If1U'?t NAME 8 ADDRESS(AS IT APPEARS ON THE POLICY) INSURED'S RESIDENCE PHONE(A/C.NO.)" " INSURED'S BUSINESS PHONE(A/C,NO EXT.) i V'd i!"1i f�1:'cJ t(1(iii:liV `,l i lillil 1 ;)Ifs i 1 !a:'{1:��+1 5 L. cne. � 4 ` lt�(S�YY�G S la�L�7 PERSON TO CONTACT WHF�RE TO CONTACT fll ,fTll l. i .flil Y(1 '(,1f •;+ I f,l� )S{O{V O(jW ti071f1C� �(19Y r J_•" �rr�r7ry r T7/YC� ��I.-�S• � . 1 '�,';/G,;��,�:; >'I'i;+:. ) (�rl �p11:1{; •7�:f 's � r�)l'�� ytl,7Q.,fi42ily 9)Eld Jf1S: WHEN. +. CONTACT;S;RESIDENCE;PHONE` iw- (A/C;:NO)'% :. •; . CONTACT'S:BUSINESS PHONE(A/C NO EXT) ; UJ 1(li U )11[ii'il f'ii tll,:?it�' ,) flilJJilJI Of 'IV I'llei9`! it ;I j)'uli :�, , ,I d L) f Y j LOCATION OF OCCURF�ENCE(INC UDE,CITY& TATE e " , �t t e: AUTHORITY CONTACTED ' 1�V1 ai;; 1ti' t+ F {� :; Ii0)'1.•t.�,. l�Vl✓��i Gam" ("►c"i..G� � Yit DESCRIPTION OF OCCURRENCE(USE EVERSE;SIDE„IF414ECES . 4 (,// •. d ��F j�a - •ALA'{ ��a{A.T4LC� 1 �'�* r.,� � � j ,miti ,7 �a'IL/v✓�t/ r • 'ti9,..h L..,, .' .nisi .. .' ....: ....•..,1 :.:J' .. ,,. '.,..» f_;::"i,4._,6."..',, a'i '¢Cm.e�.,h,,• i Y COVERAGE PART OR FORMS,(INSERT„FORM NOS.&EDITION DATES) , ; i.;.jr?� `;f'.:: t I .r,i r)fl`;':' :ri.l;;i ( Ff7)'.', ,.• L,.-s GENERAL r-COMPLETED PERSONAL 8 ADVERTISING , r.00CURRENCE 13t AI�'EIRE`DAMAGE} -7 :MEDICAL.EXPENSE !`;'1'DEDUCTIBLE TYPE AGGREGATE PRODUCTS OPERATION - INJURY LIMITS a.l 'Ir..!?Ifrll?c; U; c is;r'.1 I:"t '°`' Jfill'l'.' ii ' '. >'i :4,) `i1LlSfit 1ftf+!1t13lt.ii i Pa u,lli'II'.'i!iJ':d AMOUNT, pp;a,?'' UMBRELLA/EXCESS POLICY IN FORCE?' UMBRELLA/EXCESS CARRIER' "'ttil' UMB:/XS.'LIMITS` /u` ` •;; PER PF• UMBRELLA EXCESS at aAIM otto• , • PREMISES: INSURED IS OWNER TENANT OTHER TYPE OF PREMISES .OWNER'S.NAME.&ADDRESS(IF NOT INSURED) a r OWNERS PHONE:(A/C..NO.,EXT.). PRODUCTS:INSURED IS MANUFACTURER VENDOR OTHER: TYPE OF PRODUCT. . MANUFACTURER'S NAME&ADDRESS,(IF NOT INSURED) 'MANUFACT.PHONE:(A/C.,NO.,EXT.) utF. WHERE CAN PRODUCT BE SEEN? °OTHER•LIABILITY.INCLUDING COMPLETED OPERATIONS(EXPLAIN): A fIAME&ADDRESS(INJURED/OWNER) 0 EXT.", ,PHONE AfC N yl AGE SEX OCCUPATION MPLOYE S NAME&ADDRESS' PHONE (A/C No. ExT) D CRI um a w,3 ;r s FATALITY WHERE TAKEN , WHAT WAS INJURED DOING? �•i ,. < .d � I`•y� ,(A'/{Sl• �tk' o DESC [BE .ROPE TY(TYPE,:MODEL;::ETC) } ESTIMATE AMOUNT WHERE CAN PROPERTY BE SEEN?', WHEN? NAME&ADDRESS BUSINESS PHONE:(A/C.,NO.,EXT.) RESIDENCE PHONE(AIC.,NO. 50A--5 , �- 5 , ' REPORTED BY REPORTED TO SIGNATURE OF PRODUCER OR INSURED NavY •i LEGEND -S--- EXISTING S`-TR SIT EXISTING OVERHEAD POWER LINE •• l3 . N 2 --�•-- PROPOSED GAS LINE ROUTE 28 O _ -- F-- PROPOSED ELECTRICAL . y9 PROPOSED TOE-HONE a-- PROPOSED WATER a ELECTRICAL PULL BOX 70 FT TELEPHONE TELEPHONE PULLBOX o PROPOSED FIRE HYDRANT _ LOCUS MAP MY TO SCALES , CON"EXISTING TYERHLE WIRES g. EXISTING IP FORCE - VARIES a 2.5 RED UTILITY POLE TO T EX15T:!."S CURB MAIN TO REMAIN I / EXISTING PAVEMENTRELOCATED I AND A RON TO I -_� ,<. '�I'1 OR UTILITIES BE REMOVED �!: TO REru;I1J INTACT FOR aO INTO PROPERTY \ EXISTING CHAIN LINK 1 .,GATE T0.BE REMOVED _=r, � / EXISTING CATCH BASIN , I T 1 I r J / EXIST:kG UP POLE �.f-5— .� 20 a, /TO/SEA/,0':ED� ED O:a _ _SS1 s—__ a LO,pi+� r REVISI! EAT r. MAR r'p \ / 1 EXIST 8 B- / ! ! / / � o 0 9 9 RIM2EL.= LSD \ s Q F, 1 6 8 S9.1T j �I 1 . 5T5TEM H ti 11 \ 3fi%Sy'•- 6GRL EYGN \ SYSTE Er7i 1 I 1 / L'TI BE FOC �G 16 SECTION u TO BE RELOCATED GALLEY SYSTEM B SERv�. / / / / FOR DETAILS of RD'sE�f\ ` , ! ! 132 ENT RAE SEE U-1a. L 1a y_ a 1s z.. - l vE / Na sER s-e FRDUTE'3215 O- -u [, Z G�L� -:^5C;L ENTRRJ E SEE \ \ •�^v:5 L7-.. cp L'TILITT POLE / TO BE RELOCATED _ 1 Cc 4 11 .l 1 / •�� l i 1 PURCHASE "DER Poly Services Inc/Design Construction k/k/a/ Goodman Associates 1001 Southbridge Street Worcester, Massachusetts 01610 Telephone (617) 755-2576 QUANTITY DESCRIPTION UNITS Unit Price AMOUNT Approx. TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND ASSOCIATED 12,000 S1 TOOLS REQUIRED TO install site sidewalk with Bomanite qf 5.75 $69 000.00 including 4" of 4,000 psi concrete wire mesh re- inforcing bar where required, color texture, cleaning, sealing, forming d fine grade - " onl ) . PER THE INTENT OF Goodman Engineerincl Inc. Drawing # Date Latest Revision Date SL-1 2-16-89 ----- SL-2a 2-16-89 ----- SL-2b 2-16-89 ----- SF-2C 2-16-89 ----- CONTRACT INCLUDES ALL WORK PERMITS, FEES AND TAXES REQUIRED TO EXECUTE A COMPLETE JOB TO PERFORM THE INTENT OF THE PLANS AND SPECIFICATIONS. INADVERTENT OMISSIONS IN DRAWINGS AND/OR SPECS. OR UNEXPECTED FIELD CONDITIONS WILL NOT CONSTITUTE GROUNDS FOR EXTRA COSTS. WORK IS TO MEET ALL STATE, FEDERAL, _ AND LOCAL CODES AND CONFORM TO ALL APPLICABLE GOVERNMENT REGULATIONS. TAX _ Inr DELIVERY DATE as called for per established job schedule TOTAL_ $r9 0_QC_, CONDITIONS OF PURCHASE 1 WORK OR MATERIAL LIMITED TO AMOUNT OF THIS ORDER 7 IN EVENT CONTRACT MUST BE CANCELLED DUE TO CIRCUMSTANCES BEYOND OUR REASONABLE CONTROL. OUR LIABILITY IS LIMITED TO 2 YOU ARE TO FURNISH AND INSTALL IN A GOOD AND WORKMANLIKE ACTUAL DIRECT COSTS INCURRED MANNER THE WORK INCLUDED IN REFERRED PLANS. SPECIFICATIONS YOUR QUOTATION AND DESCRIPTION ON PURCHASE ORDER 8 REQUEST FOR PROGRESS PAYMENTS RECEIVED BY THE 25TH OF MONTH TO BE DISBURSED BY THE NEXT 15TH SUBJECT TO RECEIPT.OF MONEY 3 YOU ARE TO PERFORM THE WORK OF THIS CONTRACT WITHOUT DELAY IN FROM OWNER COORDINATION WITH OTHER WORK AS CALLED FOR BY JOB SCHED- ULES YOU MUST WORK IN HARMONY WITH OTHER TRADES 9 A TEN PERCENT (10'.) HOLDBACK WILL BE DISBURSED UPON RECEIPT OF FINAL PAYMENT FROM OWNER 4 INSURANCE CERTIFICATE MUST BE FURNISHED PRIOR TO STARTING WORK AS OUTLINED IN ATTACHED LETTER 10 TIME IS OF THE ESSENCE ON THIS CONTRACT 5 CHANGES IN PROJECT SCOPE WILL BE AUTHORIZED BY A WRITTEN 11, ALL WORK MUST CONFORM TO OSHA STANDARDS PURCHASE ORDER ONLY FOR AGREED EXTRAS PRIOR TO DOING WORK ❑ 12 ATTACHED CHECKLIST HELPS DEFINE BUT NOT LIMIT SCOPE OF WORK 6 PERFORMANCE BOND OF ACCEPTABLE FORM MUST BE FURNISHED. IF REQUESTED.AT BUYERS EXPENSE ® 13 ATTACHED SUBCONTRACT FORM MUST BE SIGNED AND RETURNED ❑ 14 SKETCH ATTACHED QUOTE BY Mike TO Ron Amidon SHIP TO: POLY SERVICES INC. Job Name-C/O Christmas Tree Shop Street Routes 139 & 28 City Hyannis, MA 02601 Supplier Harrington Bomanite Corp.- Street 4-62 P ain St. ,- Suite F Use site sidewalk Approved I City _ Marshfield, MA 02050 Phone 837-1050 Date 3/22/89 Job No. RRR7 Name Site Code No. } fl_R PURCHASE ORDER 1\ / 4 O 615 SEND INVOICES PROMPTLY.ORDER NO.MUST APPEAR ON ALL INVOICES,CORRESPONDENCE, ETC. " PURCHAF ORDER • GOODMAN CONSTRUCTION INC. 1001 Southbridge Street Worcester, Massachusetts 01610 Telephone (508) 755-2576 QUANTITY DESCRIPTION UNITS Unit Price AMOUNT APPROX . TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND ASSOCIATED TOOLS REQUIRED TO 15 , 000 Seal existing Bomanite sidewalk with SF 0 . 10 1 , 500 . 00 Silica sand sealer . PER THE INTENT OF Drawing N Date Last Revision Date Per Field Conditions . CONTRACT INCLUDES ALL WORK PERMITS, FEES AND TAXES REQUIRED TO EX— ECUTE A COMPLETE JOB TO PERFORM THE INTENT OF THE PLANS AND SPECIF— ICATIONS.INADVERTENT OMISSIONS IN DRAWINGS AND/OR SPECS.OR UNEXPECTED FIELD CONDITIONS WILL NOT CONSTITUTE GROUNDS FOR EXTRA COSTS. WORK IS TO MEET ALL STATE, FEDERAL, AND LOCAL CODES AND CONFORM TO ALL APPLICABLE GOVERNMENT REGULATIONS. TAX INCLUDED DELIVERY DATE AS called for per est. job schedule . TOTAL $ 1 , 500 . 00 CONDITIONS OF PURCHASE 1.WORK OR MATERIAL LIMITED TO AMOUNT OF THIS ORDER. 7.IN EVENT CONTRACT MUST BE CANCELLED DUE TO CIRCUMSTANCES BEYOND OUR REASONABLE CONTROL, OUR LIABILITY IS LIMITED TO 2. YOU ARE TO FURNISH AND INSTALL IN A GOOD AND WORKMANLIKE ACTUAL DIRECT COSTS INCURRED. MANNER THE WORK INCLUDED IN REFERRED PLANS, SPECIFICATIONS 8.REQUEST FOR PROGRESS PAYMENTS RECEIVED BY THE 25TH OF YOUR QUOTATION AND DESCRIPTION ON PURCHASE ORDER. MONTH TO BE DISBURSED ON OR ABOUT THE NEXT 25TH SUBJECT 3.YOU ARE TO PERFORM THE WORK OF THIS CONTRACT WITHOUT DELAY TO RECEIPT OF FINAL PAYMENT FROM OWNER. IN COORDINATION WITH OTHER WORK AS CALLED FOR BY JOB SCHED- 9.A TEN PERCENT(10%)HOLDBACK WILL BE DISBURSED UPON RECEIPT ULES.YOU MUST WORK IN HARMONY WITH OTHER TRADES. OF FINAL PAYMENT FROM OWNER. 4.INSURANCE CERTIFICATE WITH REQUIRED COVERAGES,MUST BE FUR- 10.TIME IS OF THE ESSENCE ON THIS CONTRACT. NISHED PRIOR TO STARTING WORK AS OUTLINED IN ATTACHED LETTER. 11.ALL WORK MUST CONFORM TO OSHA STANDARDS. 5. CHANGES IN PROJECT SCOPE WILL BE AUTHORIZED BY A WRITTEN ❑ 12.ATTACHED CHECKLIST HELPS DEFINE BUT NOT LIMIT SCOPE OF WORK. PURCHASE ORDER ONLY FOR AGREED EXTRAS PRIOR TO DOING WORK. 6. PERFORMANCE BOND OF ACCEPTABLE FORM MUST BE FURNI'SHED ❑ 13.ATTACHED SUBCONTRACT FORM MUST BE SIGNED&RETURNED IF REQUESTED,AT BUYER'S EXPENSE. ❑ 14.SKETCH ATTACHED. QUOTE BYMik2 TO John SHIPTO: Goodman Construction JobName.c/o XMas Tree Shops Street Routes 132 « 28 cty Hyannis, MA 02601 Supplier Harrington Bomanite I stmet462 Plain St. Suite F IIII Use S; d e w a l k sea 1 o--Approved - --- c ty a r s f-r-9 d , M A--0-2 0 5-® ----- ` 617-8 3 7-1 @ 5 O Job No. 8R87 �{� —Name XMas Tree code No. 1837-3 phone Date 6-2 2-9 0 L PURCHASE ORDER N_ _ 264e2 GP-02 SEND INVOICES PROMPTLY.ORDER NO.MUST APPEAR ON ALL INVOICES,CORRESPONDENCE,ETC. ' PURCHASE _ADER ! Poly Services Inc./Design Construction k/k/a GOODMAN CONSTRUCTION INC. (GC: 1601 Southbridge Street Worcester, Massachusetts 01610 Telephone(617)755-2576 QUANTITY DESCRIPTION UNITS Unit Price AMOUNT — ARprox. TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND ASSOCIATED 000 sf TOOLS REQUIRED TO fine grade. site raGCa --.o 750._0-0_ PER THE INTENT OF P>9XYs8l 6xxc& Goodman Eng. Inc. Drawing # Date Latest Revision Date CONTRACT INCLUDES ALL WORK PERMITS, FEES AND TAXES REQUIRED TO EXECUTE A COMPLETE JOB TO PERFORM THE INTENT OF THE PLANS AND SPECIFICATIONS. INADVERTENT OMISSIONS IN DRAWINGS AND/OR SPECS. OR UNEXPECTED FIELD CONDITIONS WILL NOT CONSTITUTE _—_- GROUNDS FOR EXTRA COSTS. WORK IS TO MEET ALL STATE, FEDERAL, — —_ AND LOCAL CODES AND CONFORM TO ALL APPLICABLE GOVERNMENT REGULATIONS. TAX lnc______ DELIVERY DATE as called for per PRtahl iaShedjoh schedule— TOTAL $750.00 CONDITIONS OF PURCHASE 1 WORK OR MATERIAL LIMITED TO AMOUNT OF THIS ORDER 7 IN EVENT CONTRACT MUST BE CANCELLED DUE TO CIRCUMSTANCES BEYOND OUR REASONABLE CONTROL. OUR IIABILITY IS LIMITED TO 2 YOU ARE TO FURNISH AND INSTALL IN A GOOD AND WORKMANLIKE ACTUAL DIRECT COSTS INCURRED MANNER THE WORK INCLUDED IN REFERRED PLANS, SPECIFICATIONS YOUR QUOTATION AND DESCRIPTION ON PURCHASE ORDER 8 REQUEST FOR PROGRESS PAYMENTS RECEIVED BY THE 25TH OF MONTH TO BE DISBURSED BY THE NEXT y5TH SUBJECT TO RECEIPT OF MONEY 3 YOU ARE TO PERFORM THE WORK OF THIS CONTRACT WITHOUT DELAY IN FROM OWNER 2S COORDINATION WITH OTHER WORK AS CALLED FOR BY JOB SCHED- ULES YOU MUST WORK IN HARMONY WITH OTHER TRADES 9 A TEN PERCENT (10'.) HOLDBACK WILL BE DISBURSED UPON RECEIPT OF FINAL PAYMENT FROM OWNER 4 INSURANCE CERTIFICATE MUST BE FURNISHED PRIOR TO STARTING WORK AS OUTLINED IN ATTACHED LETTER 10 TIME IS OF THE ESSENCE ON THIS CONTRACT 5 CHANGES IN PROJECT SCOPE WILL BE AUTHORIZED BY A WRITTEN 11 ALL WORK MUST CONFORM TO OSHA STANDARDS PURCHASE ORDER ONLY FOR AGREED EXTRAS PRIOR TO DOING WORK ❑ 12 ATTACHED CHECKLIST HELPS DEFINE BUT NOT LIMIT SCOPE OF WORK 6 PERFORMANCE BOND OF ACCEPTABLE FORM MUST BE FURNISHED. IF REQUESTED AT BUYERS EXPENSE ❑ 13 ATTACHED SUBCONTRACT FORM MUST BE SIGNED AND RETURNED ❑ 14 SKETCH ATTACHED QUOTE BY Mike H. TO Ron Amidon SHIP TO: Goodman Construction, Inc. Job Name-C/O Christmas Tree Shop Street Routes 132 & 28 City Hyannis, MA 02601 Supplier _Harrington Bowmanite `--� _�- --------^---� --- - street 462 Plain St. --Use Fine grading Approved City _ Marshfield, MA 02050 Phone _ 617-837- 050 Date 9-1 4-RQ Job No. 8887 Name gitp Code No. PURCHASE ORDER No 6 8 3 4 9 SEND INVOICES PROMPTLY.ORDER NO.MUST APPEAR ON ALL INVOICES,CORRESPONDENCE, ETC. •M o TOWN OF BARNSTABLE permit No. , 32757...... • BUILDING DEPARTMENT Cash ................ .... TOWN OFFICE BUILDING .�� 9�+�+ HYANNIS.MASS.02601 Bond CERT L ICATE OF USE AND OCCUPANCY Issued to CHRI STMAS TREE SHOPS , INC. Address Lot #13 , 655 Route 132 Hyannis, Massachusetts USE GROUP B FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE wrm SECTION 119.0 OF THE MASSACHUSETTS.STATE BUILDING CODE. May 21 19 9.0 k,i ing Inspector z l t; 1 FY GOODMAN CONSTRUCTION, INC. t7 T 1001 Southbridge Street Worcester, Massachusetts 01610 Telephone ( 508) 755-2576 QUANTITY DESCRIPTION UNITS Unit Price AMOUNT TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND ASSOCIATED TOOLS REQUIRED TO 17 Cc rlc ruc ,. c; , rlrn= . t :1 t r.ndrail. supports c tl that _., 'lLlt•c' .t_ State Hi (, . code_ n;� � � M�_ rnents . f ;e handrails shall bE. _ n 1.1 a n'e S , G r I U o t.'I c. I- necessary _ t'c r ;._ .�hing h ndrail �_ . PER THE INTENT OF 5c'ol`man Engineering , Inc . Drawing N Date Last Revision Date SL-2 5-22-90 SL-3 5-22-90 IS L-4 5-22-90 7-23-90 CONTRACT INCLUDES ALL WORK PERMITS, FEES AND TAXES REQUIRED TO EX- ECUTE A COMPLETE JOB TO PERFORM THE INTENT OF THE PLANS AND SPECIF- ICATIONS.INADVERTENT OMISSIONS IN DRAWINGS AND/OR SPECS.OR UNEXPECTED FIELD CONDITIONS WILL NOT CONSTITUTE GROUNDS FOR EXTRA COSTS. WORK IS TO MEET ALL STATE, FEDERAL, AND LOCAL CODES AND CONFORM TO ALL APPLICABLE GOVERNMENT REGULATIONS. TAX 38 . 2S DELIVERY DATE called for per est. . job schedule .. TOTAL $ 803 .. 25 CONDITIONS OF PURCHASE 1.WORK OR MATERIAL LIMITED TO AMOUNT OF THIS ORDER. 7.IN EVENT CONTRACT MUST BE CANCELLED DUE TO CIRCUMSTANCES BEYOND OUR REASONABLE CONTROL, OUR LIABILITY IS LIMITED TO 2. YOU ARE TO FURNISH AND INSTALL IN A GOOD AND WORKMANLIKE ACTUAL DIRECT COSTS INCURRED. MANNER THE WORK INCLUDED IN REFERRED PLANS, SPECIFICATIONS B.REQUEST FOR PROGRESS PAYMENTS RECEIVED BY THE 25TH OF YOUR QUOTATION AND DESCRIPTION ON PURCHASE ORDER. MONTH TO BE DISBURSED ON OR ABOUT THE NEXT 25TH SUBJECT TO RECEIPT OF FINAL PAYMENT FROM OWNER. 3.YOU ARE TO PERFORM THE WORK OF THIS CONTRACT WITHOUT DELAY IN COORDINATION WITH OTHER WORK AS CALLED FOR BY JOB SCHED• 9.A TEN PERCENT(10%)HOLDBACK WILL BE DISBURSED UPON RECEIPT ULES.YOU MUST WORK IN HARMONY WITH OTHER TRADES. OF FINAL PAYMENT FROM OWNER. 4.INSURANSE CERTIFICATE WITH REQUIRED COVERAGES,MUST BE FUR- 10.TIME IS OF THE ESSENCE ON THIS CONTRACT. NISHED PRIOR TO STARTING WORK AS OUTLINED IN ATTACHED LETTER. 11.ALL WORK MUST CONFORM TO OSHA STANDARDS. 5. CHANGES IN PROJECT SCOPE WILL BE AUTHORIZED BY A WRITTEN ❑ 12.ATTACHED CHECKLIST HELPS DEFINE BUT NOT LIMIT SCOPE OF WORK. PURCHASE ORDER ONLY FOR AGREED EXTRAS PRIOR TO DOING WORK. ❑ 13. ATTACHED SUBCONTRACT FORM MUST BE SIGNED& RETURNED 6. PERFORMANCE BOND OF ACCEPTABLE FORM MUST BE FURNISHED IF REQUESTED,AT BUYER'S EXPENSE. C 14.SKETCH ATTACHED. QUOTE BY P 1 TO Peter SHIPTO: Goodfnan Cc r;structiorl JobName•C/0 XMas Tree Shops Street k o u t e 4 .1 2 u city Hyannis . MA 02601 Suppl Colonial Iron hlorks Street 516 Boston Post Pond city Shrewsbury , MA (11545 _Use 4 J. t o M a i .l 1.n q Approved. -�- _ d Ptwne-7-S-7- ---7�i 7 7— Job No. IR� - / � Name E4 v a n n] ti i t C: Code No. 1,5 0 5- 1 ,r PURCHASE ORDER N 0 - 2 s 4.a GP-02 SEND INVOICES PROMPTLY.ORDER NO.MUST APPEAR ON ALL INVOICES,CORRESPONDENCE,ETC. �: . kit l. G _. 22 r \ mMu- 8-1 � "':�J-4 Ell 0 0 a a CD ct I ��° � `lip y� � ��.� fi--4 fi�� r dman Construction Inc.Design Build Contractors&Constnuann yers 0o �� rAra Goodman Engineering Inc.Architectural Designers&Engineers m 1 L r RMQ Goodman Properties Inc.Developers&Property Managers A S S 0 C I A T E S SL !I . --- I/,n rig IJ, � ✓'•%`;� F- IL IJC �a ITS v )LUTr 5 AT FA, �uP 3 �e w 4 i�1 AdA I Y• I WITH W :-7L IC,!-! I I 1 :z' �� II ;✓tr F(,AQS - -- r ;MCA L��` •-_._.. j�ti= N_------ C-h I F'!w 1 -L�:�. Tv-EE ry - Goodman Associates IUUI Souddnidge Street Wun.e:;tut MA II1GIO 1 Fi.5118 755?5IG"FAX 508 IM A;/4 r� Y i r man Construction Inc Design Duild Cunirdmors&Consnuctinrii._::agcrs IN�� Goodman Engineering Inc.ArclritrcturaLDesiyners&Engineersuoodman %r®r Goodman Properties Inc.Developers&Property Managers A S S O C I A T E S SL= 2 ALL PIM rSWZ31CMt:� 01 to CO oto10..�..., �. A 11 •..tee+ r. - C:�L r �� 3/8" = �►-�jr� ;'_;; f��.'�1: 'r 'l � `f'I� ��t=.ti1�..1I�.1 Goodman Assuriates 1001 Southbridge Street Worcester MA 01610 I ft.5U8 755 2576 FAX 50E1754 2674 1 r 1 man Construction Inc.Nstyndiuild Crintracturs&Consuuruun. "hers oodman r®r® Goodman EngineeringInc.Arcertural Designers f Engineers r IS f® Goodman Properties Inc:Dr elopopers&Property Managers Y A S S O C I A T E S SL I ALL 1 EAr X.f1 Z -V 0t.( S- L0F4r� . RAIL. � t / ;• �� - Q 0, 11,/ / -,et I i 1.- Fd �- L Of I,-iT!— j'�,I yl, � ► Jam. >, ��II~' �r.�. ,�.IC'Iv .�:� ZOAIr5,1- -1 *Ir, !tjti GoodmanAssnlaalc 111018nuillhndyebne!t Wuweslui MOM II.I !illti/!i! 7!JG IAX!I18 l54 71i/4 r _ GOODMAN CONSTRUCTION, INC 1001 Southbridge Street Worcester, Massachusetts 01610 Telephone ( 508) 755-2576 QUANTITY DESCRIPTION UNITS Unit Price AMOUNT R,0:< . X 3 fi)?fIX6CXE�( }4 XXd( 1}E� oX1�CXnXA X�A3ti X Xr f �X fo furnish 8 Cutting and welding bronze rail and HRS 48 . 00 384 . 00 volutes to bronze channel ; grinding and buffing smooth till.. welds . Railings , vo.lui-e s i:,nd channels will. be delivered and picked up from shop . All parts shall be assembled and polished . TAX INCLUDED DELIVERY DATE As called for- per- est . job schedule . TOTAL � .384 Vi0 CONDITIONS OF PURCHASE 1.WORK OR MATERIAL LIMITED TO AMOUNT OF THIS ORDER. 7. IN EVENT CONTRACT MUST BE CANCELLED DUE TO CIRCUMSTANCES BEYOND OUR REASONABLE CONTROL, OUR LIABILITY IS LIMITED TO 2. YOU ARE TO FURNISH AND INSTALL IN A GOOD AND WORKMANLIKE ACTUAL DIRECT COSTS INCURRED. MANNER THE WORK INCLUDED IN REFERRED PLANS, SPECIFICATIONS 6.REQUEST FOR PROGRESS PAYMENTS RECEIVED BY THE 25TH OF YOUR QUOTATION AND DESCRIPTION ON PURCHASE ORDER. MONTH TO BE DISBURSED ON OR ABOUT THE NEXT 25TH SUBJECT 3.YOU ARE TO PERFORM THE WORK OF THIS CONTRACT WITHOUT DELAY TO RECEIPT QF FINAL PAYMENT FROM OWNER. IN COORDINATION WITH OTHER WORK AS CALLED FOR BY JOB SCHED- 9.A TEN PERCENT(10%)HOLDBACK WILL BE DISBURSED UPON RECEIPT ULES.YOU MUST WORK IN HARMONY WITH OTHER TRADES. OF FINAL PAYMENT FROM OWNER. 4.INSURANCE CERTIFICATE WITH REQUIRED COVERAGES,MUST BE FUR- 10.TIME IS OF THE ESSENCE ON THIS CONTRACT. NISHED PRIOR TO STARTING WORK AS OUTLINED IN ATTACHED LETTER. 11.ALL WORK MUST CONFORM TO OSHA STANDARDS. 5. CHANGES IN PROJECT SCOPE WILL BE AUTHORIZED BY A WRITTEN ❑ 12.ATTACHED CHECKLIST HELPS DEFINE BUT NOT LIMIT SCOPE OF WORK. PURCHASE ORDER ONLY FOR AGREED EXTRAS PRIOR TO DOING WORK. 6. PERFORMANCE BOND OF ACCEPTABLE FORM MUST BE FURNISHED ❑ 13.ATTACHED SUBCONTRACT FORM MUST BE SIGNED&RETURNED IF REQUESTED,AT BUYER'S EXPENSE. ❑ 14.SKETCH ATTACHED. QUOTE BY�,;n h e r�, t —TO P ry t-y r SHIPTO:Goodman Construction Job Name-C/O N /A Street city Supplier A 1 1 f��T� W e 1 d i n q Street) R. 0.1 r1 Y a I•w o 11 L J 1 R d Use S t a i r R a i ] i n n Approved Phone Date o-10--0 0 Job No. R R 7•-y Name X M s T r p r� Code No. 18 0 r,_• i PURCHASE ORDER 0 233 GP-01 SEND INVOICES PROMPTLY.ORDER NO.MUST APPEAR ON ALL INVOICES,CORRESPONDENCE,ETC. € r -------H:- - -- - __ _- -- - ----- --- --- -- - - __ _ _ : . - �. - _ _ _ ._ - — -- -- -jet - (�!. ��', I� 4, - - �__ _ . . _ . - - - - .__ .. - - 4r .. I y - -- - - -- - -- - - - - - ++ - - - ii �! �� T -.._. _. - - - - - - - I - - �- �� 1 T -- - - - � I . .. __ .. _. .. 1� �i ii I, ._ -- — - _ .___ � _ ...- - I, - - - -- - - _ _ �.--- _..._ .__ .� -_ __ - ---- - � - t - -- -- 't ' � �I r� - � }t I' ;I " '+ I�� I i� __ - -- --.T_ .. -- ---- --� - -- -- - �--- - ---_...- - -- - - — __ _ .. _ _ - __ _ {� .._. _ _. _. ', � I ' ' II �i Ir _ _. �. - -- --- - -- --- _---- - --- - � _ _. .__ I, - - �I •1 I. i __ � 4`OFIHE Tpk, TOWN OF BARNSTABLE BARNSTABLE. ' OFFICE OF TOWN ATTORNEY MASS. 1639. 367 MAIN STREET plfOMAIA HYANNIS, MASSACHUSETTS 02601-3907 ROBERT D. SMITH, Town Attorney TEL. (508)790-6280 RUTH J. WEIL, Assistant Town Attorney NIGHT LINE-AFTER 4:30 P.M. CLAIRE R. GRIFFEN, Legal Assistant (508)790-6283 EILEEN S. MOLLICA, Legal Clerk FAX#(508)775-3344 March 5, 1992 Mrs. Nina Harkenrider, Claims Department Olde Cape Cod Insurance Agency 435 Main Street - P . O. Box 1690 Hyannis , Ma. 02601 Re : Claim of : NANCY YOUNG Claim for Personal Injuries on, 5/29/90, in Falldown at Christmas Tree Shop Ramp, Rte. 132, Hyannis. Our File Ref . : 92-0028. Dear Nina: Please find enclosed a copy of a claim letter, together with copies of medical records and bills, received from Leo J. Dunn, III, Esq. , attorney for claimant in the above-entitled matter. If there is any further information you require, please let me know. Thank you. Sincerely, ileen S . Mollica, Legal Clerk e m Encl . cc: Joseph DaLuz, Building Commissioner (Encl . ) Dear Joe: Would you please supply this office with your comments on this matter. Thank you. r Law Office of Leo J. Dunn, III 5 24 School Street, Suite 400 Boston, Massachusetts 02108 7OWN ATTORNEY - (617) 367-6767 1DWN OF BARNSTABLE Telefax (617) 723-5601 March 4, 1992 Certified Mail Return Receipt Requested Mr. Warren J. Rutherford Robert Smith, Esq. Ms. Anne Cahoon Town Manager Town Council Town Clerk Town of Barnstable 357 Main Street Town of Barnstable 367 Main Street Hyannis, MA 02601 367 Main Street Hyannis, MA 02601 Hyannis,MA 02601 Article No. P 275-791-643 Article No. P 523-374-407 Article No. P 532-374-408 RE: Ms. Nancy Young Pre-settlement Letter Pursuant to G.L. Ch.. 258 44 Dear Gentlemen: This is a written presentment of claim pursuant to Massachusetts General Laws, Chapter 258,section 4. The claim is presented by Nancy Young of East Falmouth,Massachusetts. Her claim is based upon the following facts: On May 29, 1990,Ms. Young was injured when she was descending the handicap ramp located directly in front of the main entrance way to the Christmas Tree Shop, located on Route 132,Hyannis,Massachusetts. Ms. Young was caused to slip and fall as a result of the lack of handrails on either side of the ramp and the slick surface. It was necessary that Ms. Young use the handicap ramp because she is physically handicapped due to polio,which impaired her ability to walk. The Christmas Tree Shop's failures to equip the handicap ramp with both handrails and a non-slip surface were direct violations of the Rules and Regulations of the Architectural Access Board, 521 Code of Massachusetts Regulations, sections 25.4 and 25.5, respectively. The Architectural Access Board promulgates these Rules and Regulations, pursuant to its authority granted in Massachusetts General Laws(M.G.L.)Chapter 22 section 13A. The Rules and Regulations promulgated by the Architectural Access Board are deemed a specialized code under M.G.L. Chapter 143,section 96. They are incorporated into the state building code by M.G.L. Chapter 23B, section 19.-As-such, local building inspectors are charged with enforcement of the Rules and Regulations. In this case, however, the aforementioned Rules and Regulations were not enforced,as The Christmas Tree Shop's noncompliance did not prevent it from receiving the building and/or occupancy permits necessary for it to open to the public on May 29, 1990. The explicit purpose of the Rules and Regulations,as set out at 521 CMR, sections 2.1 and 2.2 's i to make public buildings accessible to, functional for, and safe for use by physically handicapped persons. . . . [and] to provide physically handicapped persons full and free use of all buildings and facilities." The specific Rules and Regulations at issue in this case,which required Leo J. Dunn, III Rutheford, Smith, Cahoon March 2, 1992 Page Two that ramps be equipped with handrails and be of non-slip material,were imposed to insure that physically handicapped persons have safe and functional use of and access to public buildings. The Town of Barnstable's building inspector's failure to enforce these code provisions,by issuing the permits necessary for The Christmas Tree Shop to open to the public, despite its failure to provide proper access for handicapped persons. As a direct and proximate result,Ms. Young was subjected to a ramp which was unsafe,and in fact caused injuries. As a physically handicapped person, Ms. Young,was a member of the discrete class of people for whose safety handicap ramps at a public buildings are required. Previous to Ms. Young's accident, the Office of Handicapped Affairs' visited the Christmas Tree Shop for inspectional purposes and advised The Christmas Tree Shop that it was in noncompliance with the above-cited Rules and Regulations of the Architectural Access Board. Within two days following my client's accident proposed plans were submitted by the architect and general contractor for the addition of the required hand railing. However, it was not until several months following Mrs. Young's accident that these railings were installed,and the surface treated in an effort to comply with the non-skid surface requirement of the regulations. Under M.G.L. Chapter 258, section 2, the Town of Barnstable,as the public employer of the local inspector,is liable for injury caused by the negligent or wrongful act or omission of the local inspector,while acting within the scope of his employment,in the same manner and to the same extent as a private individual under like circumstances. The above facts, in our opinion, indicate that the local inspector's failure to enforce the specialized building code provisions,which were intended to benefit a special class of people,those with physical handicaps,was a negligent or wrongful act or omission,which caused personal injury to Ms. Young, for which the Town of Barnstable is liable. Specifically, Ms. Young suffered a displaced sub-capital fracture of her left hip,which required the insertion of a Moore prosthesis. She was hospitalized at the Falmouth Hospital from May 29, 1990 to June 8, 1990 . She was then discharged directly to a nursing home where she remained until September 8, 1990. Her medical bills, thus far, exceed$27,000.00. Medical bills are itemized as follows: Medical Services Ambulance 05/29/90 $ 401.00 Falmouth Hospital(ER) 05/29/90 $ 249.85 Falmouth Hospital 05/29/90- 06/08/90 $ 8,168.07 Upper Cape Orthopedic Surgeons $ 2,310.00 Anesthesia Assoc. of Falmouth 05/29/90 $ 600.00 Alan E. Cordts, M-.D- 05/29/90 $ 400.00 Cape Cod Radiology 05/29/90 $ 63.00 Bay Radiology Associates 05/29/90 $ 25.00 Pathology Associates of Falmouth 05/29BO $ 35.00 EKG Associates of Falmouth 05/29/90 $ 25.00 Cape Cod Wheelchair Transit 06/O8/90- 06/0$/90 $ 94.00 JML Care Centers,Inc. 06/08/90- 09/0$/90 $ 14,940.60 Pharmacy Services $ 14.1.85 Personal Care Center $ 41.94 Total $ 27,495.31 r Leo J. Dunn, III ' Rutheford, Smith, Cahoon March,2, 1992 Page Three The fall and resulting injuries stripped Ms. Young of any independence with respect to the mobility that she enjoyed previously. Because Ms.Young was already limited due to her polio, although fully employed and quite active,and because the location of the hip fracture was to Ms. Young's previously"good"leg, the impact of the injuries she suffered have been devastating. Prior to the accident she was ambulatory with crutches, needing the use of only one crutch in her home. Ms. Young worked full time; she did all her own housework and grocery shopping; she drove an automobile; she performed gardening and other yard work;and she enjoyed an active social life. Today, Ms. Young requires two crutches at all times, or a wheelchair. She is no longer able to work; she can no longer keep house, grocery shop, or do yard work; and she encounters pain and discomfort on a regular basis. Prior to the fall, Ms. Young was employed full time as a secretary, earning approximately $18,590.00 per year. Ms. Young was never able to return to work as a result of her injuries, and she remains totally disabled. Her loss of income based on the continuation of her employment for two to three years at the same wages, totals approximately$45,000.00. Additional out of pocket expenses include the cost of hiring help to perform many of the activities that Ms. Young is no longer able to perform, including yard work,house keeping,and transportation. A copy of the pertinent medial records and bills which document the treatment received by Ms. Young, as well as her expenses,are enclosed. Also enclosed are the medical evaluations of Brian J.Awbrey,M.D and John M. Siliski,M.D.,both well respected orthopedic surgeons at the Massachusetts General Hospital. Although Ms. Young's injuries and damages are far greater than$100,000.00, it is recognized that$100,000.00 is the maximum amount for which the Town of Barnstable may be liable under G. L. Ch. 258. Thus, in accordance with the provisions of the Massachusetts Tort Claims Act,demand is hereby made of you to pay damages in the amount of One Hundred Thousand Dollars($100,000.00) to Ms. Young, as compensation for medical expenses,the loss of reasonable expected net income,out of pocket expenses and Ms. Young's pain and suffering. Nothing in this letter should be construed as a waiver of our right to pursue any other rights and remedies available either at common law or statutory law. ery truly yours, IL o Dunn, III UDAb Enclosures 6' The Town of Barnstable i )ALIf7A)LL Inspection Department i �p r6 367 Main Street, Hyannis, MA 02601 508-790-622 Joseph D.DaLuz Buil ding Commissioner TOi: Robert D.. Smith, Town Attorney FROM: Joseph D. DaLuz, Building Commissioner SUBJECT: Nancy Young Injury Claim f File Ref.. : 92-0028 i. DATE: March 19, 1992 The Christmas Tree Sho s Inc. was issued ued a building permit on 'March 15, 1989.. Prior to the issuance of the permit, a plan review was performed by this office with respect to construction and facilities requirements. : Responsibility for compliance with all applicable codes and engineering and professional services is outlined in Section 127.0, Construction Control, in the fourth edition of the Massachusetts State Building Code. The plans submitted did not include any ramps or hand rails in the area in which the alleged accident occurred. Goodman Associates, Inc. through its president, Robert Goodman, and its architects aver that the plans as submitted 4. conform to all of applicable codes odes and .that no ram required .in. the area in which the alleged injury P ur g 3 y occurred. It is my understanding that two weeks before the Christmas Tree Shops, Inc. opened in May of 1990, Mr. Robert Dillon from CORD asked management for permission to train his inspectors in how to determine and apply handicapped rules and regulations. Christmas Tree Shops, Inc. permitted Mr. Dillon to do so, and in the course of his training, Mr. Dillon made the suggestion that g9 two additional curb cuts should be made in order to permit p better access for the hand icapped at each end of the retail complex. Mr. Dillon also suggested that another non-slip coating be applied to thelsurface, and was informed that the surface as applied, met 'all of the requirements for application as set forth by the producer. F h _ i f { � 1 1 f" Robert D. Smith, Town Attorney March 19, 1992 Page 2. , Mr. Dillon. also made the suggestion that- a handrail might be installed. in .the area where the alleged injury occurred. The general contractor and the architect of the facility continued to aver that no hand rails were required by the code as an effect `at the time of` the 7 alleged injury. . 9 Y Notwithstanding the °fact. that the architect. 'and contractor advised- it that no applicable code provisions 're quired: the installation of hand, rails, Christmas 'Tree Shops,. Inc. placed..Qn order for 'hand rails. .' According to existing code, Goodman Associates, Inc. , as contractor and architect for the. project is responsible for implementing the provisions contained in the Massachusetts State Building Code. This office reviewed the plans filed in this matter, noting,_the stamp 'of the architect and relevant professional engineers and on the basis of 'same made the judgment that no hand rails were required in the vicinity of the alleged injury. :l Y 's Design Services Inc. 1001 SOUTHE�RIDGE STREET, WORCESTER,MA 61610 (617)754.9298 June 2, :1989 Mr. Joseph Dal uz Building Commissioner "town of Barnstable f Town Office Building Hyannis, IAA 02601 RE: Christmas Tree Plaza Goodman Engineering, -Inc. /Des ign .S6r•vices Inc. - Job 8887 Dear Mr. Dal uz Enclosed are ioncrete-Test- Wesel s for the final "phase of the foundation work-and soil compactions We will forward additional reports as work proceeds.F Yours truly, Goodmiin Engineering , Anew. /Design Services Inc. Paul E. DeSal vc) Project Engineer PEED/dc enclosure _ M CW3ASSOCIATES. INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 28 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 60's 0328-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) A ent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Redi-Mix Placement Location: North face canopy wall footing, middle building, center section Required Strength (p.s.i.): 3000 Load Number: 2 Truck Number: 57 Slump: 4" Mix Temp.: 770 Air Content: Plastic Unit Wt.: Mix Duration: 2 hrs. Type of Specimen: 6" x 12" C 1. N9. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Adj. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break 3 90 B A B i C �s D E t Remarks: . Concrete batched with 2% high early accelerating agent Specimens Made"By: Approved By: James Athy �� February 2, 1989 Mr. Joseph D. Daiuz r ° Hyannis Building Department Y 9 P Hyannis, Town Hall - Hyannis, MA 02601 Dear Mr. Daluz: During the past fifteen years Poly Services Inc. has grown into a respected Design-Build construction .firm .in the New England area. This has " been made possible by the-commitment of all of our team members. and - - managers who have committed themselves to excellence and`_quality. - Three years ago both our insurance and our bonding companies required us to create a separate corporation called Design Services Inc. , which although never advertised, became the design wing of our Design-Build firm. y 5 The market place has again changed and- we find that we have a need to market ourselves not only as a unified team, but, also as a .unified company which relates more to who and what we are capable of creating for- our - clients. Goodman Associates has been created as the marketing tool to perform this function. During the month of January our -attorneys will be preparing the paperwork to change our,: Corporate Names as follows: 1. Goodman Associates = Architectural Designers - Engineers - Contractors (the parent company for marketing purposes) - - - 2. Goodman Construct-ion, -Inc. J: - Design-Build Contractors - Construction Managers (the replacement company for Poly Service's Inc: )- i 3. Goodman Engineering, Inc: f Architectural Designers - Engineers (the replacement company for -Design „Services Inc. ) 4. Goodman Properties, Inc. (a new development company) There will not, be any change `in existing personnel which are currently servicing your needs, and there will not be any change in existing _ corporate officers or functions. This is specifically our method. of marketing ourselves -to you and to our future clientele. I Poly.Services Inc./Design Construction p y .1001 Southbridge Street / Worcester, Mossochusetts 01610 / Telephone (617) 755-2576. Coo Page 2 s - Please feel free to call me if you have any questions, -comments, or concerns about these changes. We trust that this-change will enable us to improve .our 'intercompafiy flow of information and identity to, serve you- even more efficiently. .._Sincerely. _ Poly Services Inc. L s. Robert P. Goodman President RPG/dc Poly Services'Inc./Design Construction 1001 Southbridge Street / Worcester, Mossochusetts 01610./Telephone (617) 755-2576 ��TM[10 TOWN OF BARNSTABLE Permit No.,32,7,�W,,,,,,, BUILDING DEPARTMENT I ""'[ TOWN OFFICE BUILDING Cash Yl 670• HYANNIS.MASS.,02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Chriatmas Tree Shops, Inc. Address 655 Route 132 (Lot 13) Hyannis f Units 1 & 2 Fabri-Centers Of America. Inc. USE GROUP B FIRE GRADING"t +e OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND-THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR"UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE"WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .....Angus.. ... ...... .... I9..93........... ....... "Building ........ ctor p*TUC TOWN OF BARNSTABLE Permit No. - ?.. ...... ` BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash u ` HYANNIS,MASS..02601 Bond ................ y CERTIFICATE OF USE AND OCCUPANCY Issued to Christmas Tree Shops, Inc. Address 655 Route 132 (Lot 13) Hyannis y Units I & 2 Fabri-Centers Of America. loci USE GROUP $ FIRE GRADING"+ - OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR,"UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCEVITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .. .. .August......... .... t9..g ........... .......... ........ / � . Building Inspect� f�. t (off TOWN OF BARNSTABLE ��v�Q/�y1li� Permit No. . ...... ` BUILDING DEPARTMENT P I TOWN OFFICE BUILDING Cash 7 \Yl .bTv �ra„T► HYANNIS.MASS.02601 Bond ................ CERTIFICATE.OF USE AND OCCUPANCY Issued to Christmas Tree Shops, Inc. Address 655 Route 132 (Lot 13) Hyannis Unit 7 Nice Things, Inc. USE GROUP H FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. August. 4.... ..... ....., I9.93........... Bu lding Inspector *M�>o TOWN OF BARNSTABLE Permit No.. i ? BUILDING DEPARTMENT I RAW" BUILDING OFFICE BUILDING Cash �c4r} HYANNIS,MASS.'02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Christmas Tree Shops, Inc. Address 655 Route 132 (Lot 13) Hyannis Unit 7 Nice Things,. Ix p t USE GROUP R FIRE GRADING OCCUPANCY LOAD, THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. August 4 .. t9.9............. ........... _ f . . .... . .. `' Bu(ding Inspector pp } .. ... � �) '+i7 - '•�% _J.H'...?.y.'q. ,may. • ..-. r •�'e..'�,.i-.. _.. f TOWN • OF BARNSTABLE •�� " BUILDING DEPARTMENT A � TOWN OFFICE BUILDING 6 9 �� 4YANNIS, MASS. 02601 �o r�•t r. MEMO TO: Town Clerk FROM: Building Department J� DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #.........�.�...�....... ........ ..................................................................................._..............................._..... issued to .............. .. .. /1 1/J1I9 /�.....'..ii.� t.c .. �. ��/•�✓%� „;C\��l/�',�__ . »._ Please release the performance bond. r �7 0 ,,TN,ro TOWN OF BARNSTABLE Permit No. .1275.7.:..... BUILDING DEPARTMENT ' """ t TOWN OFFICE BUILDING Cash :. wa HYANNIS,MASS.02601 Bond .......x....... I i CERTIFICATE OF USE AND OCCUPANCY Issued to CHRISTMAS TREE SHOPS, INC.. Address Lot #13, 655 Route 132 Hyannis, Massachusetts USE GROUP B FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL _ SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS'STATE BUILDING CODE. f May 21, 90 $uil ing Inspector �.ntw-(`1,�L (^•T,,•�d^+'.�..f•h„:1�r^}�"y-n•�•Y1ac,.....+r^'YbM7...A'^ ^p'ry1zy�.,y"Y-'�+.v�.--"..I'1""�rsn�""�`T� ^_. o�TN TOWN OF BARNSTABLE 32757. .Permit No... • z.^ Al a BUILDING DEPARTMENT " TOWN OFFICE BUILDING Cash :::::::..::::::: Y� u x HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY �; . Issued[o CHRISTMAS TREE SHOPS, INC.- Address ' 'Lot #13, 655 Route 132 Hyannis, Massachusetts's USE GROUP B FIRE GRADING OCCUPANCY LOAD f THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL, SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS+,AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. rMay 21, l9 9 � + `� ! 'is ......., ................. ....... Building Inspector ,I I. II f ' TOWN OF BARNSTABLE Permit No. .32757 BUILDING DEPARTMENT { '�"" j TOWN OFFICE BUILDING Cash 7 Yl ,679• 'toter HYANNIS.MASS.02601 Bond ....... ....... CERTIFICATE OF USE AND OCCUPANCY Issued to CHRI STMAS TREE SHOPS, INC. (CUFFY'S) i Address Lot #13, 655 Route 132 Hyannis, Massachusetts USE GROUP B FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. May. 1.!..... 19 9.0 ilding Inspect-r �'�'ii.n^�'�y`�'iv.-..-1.,,,•..-.«v�.,�.,,,.y.�,..�✓.,n.y,.-...fti.^-*....,,f+^...+±y,��r T,, � '��'„i y"►1.i=rN`3^-� °,��.r�,....�=ti.-•�v�,-r.._' TOWN OF BARNSTABLE 32757 .Permit No.. BUILDING DEPARTMENT f """ I TOWN OFFICE BUILDING Cash �Yl 7 ,679• maw+ HYANNIS,MASS.02601 Bond .......X.....:.. -x. CERTIFICATE OF USE AND OCCUPANCY Issued to CHRISTMAS TREE SHOPS, INC. (CUFFY'S) Address Lot #13, 655 Route 132 Hyannis, Massachusetts.' j USE GROUP $ FIRE GRADING OCCUPANCY LOAD ' THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE :BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN ' REQUIREMENTS.AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Mai 21, .... 19 9.0 ...... !' ilding Inspect r . .... ,,;.._.Y..r......... _ .. .. ._...r.._.. .,,.,,..,.�.._ ..- - ` Il P 5�d eFTHE}� TOWN OF BARNSTABLE 32757 Permit No. ................ BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond .. N/A T E M P O R A R Y CERTIFICOR ATE OF USE AND OCCUPANCY. Issued to CHRISTMAS TREE SHOPS, INC. CHRISTMAS TREE SHOP only Address lot #13 655 Route 132, Hyannis USE GROUP B FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, .AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR .UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. September 19 89 Building Inspector m 0 QF THE o TOWN OF BARNSTABLE 32757 � Permit No. ................ 4 BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash .......... NSA 'D°�rEr�r HYANNIS,MASS.02601 Bond ................ T E M P O R A R Y CERTIFICATE 0K US�EAAND O�CCYUPANCY Issued to CHRISTMAS TREE SHOPS, INC. ., CHRISTMAS TREE SHOP only Address lot> #13 65� Route 1.32, Hyannis USE GROUP' B t FIRE GRADING OCCUPANCY LOAD THIS'PERMIT WILV'NOT`BE VALID, AND THE BUILDING SHALL.NOT BE OCCUPIED UNTIL SIGNED BY-THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE , BUILDING CODE. September 19 89 ', Building Inspector, JOSF.PH D. DALUZ TELB 7 PHONEe 75-1 120.,. Building Commirrioner EXT. 17 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 September 19, 1989 Mr. Edward J. Mullin, Controller CHRISTMAS TREE SHOPS, INC. 261 White's Path South Yarmouth, MA 02664 Re: A=311-008.001 p Building Permit #32708 Dear Mr. Mullin: This letter confirms our conference on September 15, 1989 wherein I re- viewed with you the status of approvals for construction at the Route 132/ Route 28, Hyannis site. At this time, you have requested permission to occupy the Christmas Tree Shops, Inc. facility for the purpose of stocking inventory and preparing the facility for opening. You have requested a Temporary Occupancy Permit for said purposes. ' I will review the status of your project with the appropriate inspectors and, assuming construction is complete to the point that the installation of inventory is warranted, I will issue a Temporary Occupancy Permit for those purposes. If a Temporary Occupancy Permit is issued pursuant to this letter, please contact this office if you desire to make any further use of the subject 1. premises as a reinspection will be required. Peace, J s ph D. D u - uilding Commissioner JDD/gr Q�OfTNET��♦ Town of Barnsta6Ce i BAB19TABLE, : Department of Consumer Affairs M"I. p� Op,e� ,639. 'Ea NOR 230 SOUTH STREET • P.O.BOX 2430 • HYANNIS, MA 02601 TEL: 508-775-1120 ` homas f Geiler,Director FAX: 508-775-3344 TO: Joe DaLuz , Building Commissioner FROM: Thomas , F. Geiler, Director of Consumer Affairs SUBJECT: Handicap Signs at Christmas Tree Plaza DATE : March6 , 1990 The handicap parking signs at the new' Christmas Tree Plaza on Route 132 still appear not to be in compliance with the town ' s bylaw. The Police Department would be unable to enforce handicap violations at this property while these signs remain in place .- , . i . I PARKING CLERK LICENSING AGENT WEIGHTS AND MEASURES BYLAW ADMINISTRATION P OF THE Tp�y �QGUJZ v� �/✓ �JZ�GLGZL�/ 3AH3STNAM ape,1639. E0 MAY h� . u�rsai4� ✓i[add�sehute � 02601 COMMISSIONERS: (508) 775-1120 Exc. 123 THOMAS J. MULLEN KEVIN O'NEIL,CHAIRMAN SUPERINTENDENT JOHN J. ROSARIO,VICE CHAIRMAN ROBERT L.O'BRIEN PHILIP C. McCARTIN M 18, 1990 ASSISTANT SUPERINTENDENT May FLOYD SILVIA y GEORGE F.WETMORE Mr.Robert Smith District Engineer Massachusetts Department of Public Works 2 Commerce Park Blvd. Middleboro, MA 02346 RE: Christmas Tree Plaza Mitigation Construction Dear Mr.Smith: This is to notify you that I have inspected the improvements being done under the referenced project and am satisfied that sufficient progress has been made in the construction to allow the stores to open on May 23, 1990. This is based on the assumptions that the final overlay is completed as well as the street lining on all approaches to the rotary and the rotary itself and that the signs and street lining is installed on Hinkley Road between Routes 132 and 28. There are some additional items to be done after the memorial day week end and we are assured that the work can be completed before the onset of the summer season. This includes some finishing touches on curbing and landscaping, the installation of trees within the Town layout, the installation of bricks in the island approaches to the rotary, and the provision of as- built drawings. In the case of the improvements to the intersection of Route 132 and Bearses Way, it is our understanding that this work will be completed during the fall of 1990. You and your staff are to be commended for the efforts that have gone into making this complex construction project proceed so well and for your willingness to work with the Town of Barnstable towards this end. 'y cerely, RUSSELL DAVENPORT Acting g Town Engineer t Ill14mla261 White's Path fe�,5110DS South Yarmouth, Massachusetts 02664 . 508 3941206 October 20, 1988 Building Inspector - Town of Barnstable ' RE: Christmas Tree' Shops, Route 132, Hyannis, MA Dear Sir: This letter is to authorize Design Services, Inc. /Poly Services, Inc. to act on our behalf in order to obtain necessary building permits for the above project. Very truly yours, E}-. J. .Mullin Director of Administration EJM/eak err := `4W2i OF.BARNSTABIF,MASSACNUSE.T75 r 1 . : ' :..,. r'. e • :y kjll��.1:. 5y.. rDATE 19 PERMITNO.i>.;�� ' �"� "�<.'c�3�5 .. 'APPLICANT 9 !• ADDRESS J..: ( (NO.) (STREET) - ..:(CONTq S LICEN$EI PERMIT TO NU STORY MBER OF DWE � " (_) LLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) ZONINGDISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT BLOCK LOT E. T.. y s . BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTI TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION .rst. }" - (TYPE) REMARKS: u:: AREA OR.. t VOLUME PERMIT . ESTIMATED COST $ FEE .$ (CUBIC/SQUARE FEET) OWNER t- ::.I / { ADDRESS BUILDING DEPT. BY j (,. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY' ( oilPRPERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,�'.MUST'.:BEA OVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINS FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIO' OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED` ,FORs- I. FOUNDATIONS OR FOOTINGS. ELECTRICAL,. PLUMBI TIONS.;t MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL.INSTALLAT(ONS�' . 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL €•� , 4 MINAL INSPECTION TI TO LATH). FINAL INSPECTION HAS BEEN MADE. - 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET y' ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 v�l 4 • r z 2 m p�- ♦a- g o • 9 Q HEATING INSPECTION APPROVALS ENGINEERING DEPAAfMENT OTHER •+ y y p BOARD OF HEALTH • � .�MJ: =eD UNTIL THE INSPEC• PERMIT w!LL BECOME NULL AND VOID IF CONSTRUCTION ='•"')UUS STAGES OF WORK IS NOT STARTED wITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN PERMIT IS ISSUED AS NOTED ABOVE, ARRANGED FOR 8Y TELEPHONE OR WRITT NOTIFICATION. Sti.T.E2 •'j, ^k": .'y+.,eI.✓F .'f" f,f_ -• ..-. �..,.....,,.. .. 4., 0. 1 DATE, - _19 PERMIT NO 9, APPLICANT ADbR>=S5 r_ t_,1". IN0.) (STREET) - (CONTR'S LICENSE) PERMIT TO STORY NUMBER OF < - (_) - (TYPE OF IMPROVEMENT) N0. (PROPOSED USE) DWELLING UNITS AT (LOCATION) ' ZONING - (NO.) (STREET) DISTRICT BETWEEN AND :(CROSS STREET) (CROSS STREET) SUBDIVISION LOT - LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTI TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR t VOLUME '� 3• ' ' ESTIMATED COST $ PERMIT - - (CUBIC/SQUARE FEET) FEE OWNER 1 BUILDING DEPT, ADDRESS BY F' i✓fr ,THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY PERMANENTLY. THEEJURISDICTION.^ENTS STREET EET ORCALLEYERTY NOT GRADES AS WELLASADEPTHEANDTLOCAT ONEOFTPUBB C SEHE UILDWERS MDAY�EUOBTAENE FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIOI OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF. THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR HAS BEEN ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL-HJSTAL'L'AT'i'O NS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE, 3. FINAL INSPECTION BEFORE OCCUPANCY. ' POST THIS CARD SO IT IS VISIBLE FROM STREET ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTJQN APPROV LS A� or 0` /o- t � ---r — 2 s-a�-P l fiu�s z � z � G C � 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER ---- BOARD OF HEALTH �aL WORK SHALL NOT PROCEED UNTIL THE INSPEC. PERMIT 'W!LL BECOME NULL AND VOID IF CONSTRUCTION TO HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTi NOTIFICATION. r TOWN OF BARNSTABLE 327 Permit Pfo. .. ... .. BUILDING DEPARTMENT .""... } TOWN OFFICE BUILDING Cash + Y HYANNIS.MASS.02601 Bond ...... T E M P O R A R Y i CERTIFICATE OF USE AND OCCUPANCY FOR MERCHANDISE PLACEMENT ONLY Issued to CHRISTMAS TREE SHOPS, INC. CHRISTMAS TREE SHOP only Address lot #13 655 Route 132, Hyannis USE GROUP B FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. September 19 89 19................. .. ....... it ing Inspe for - - - - - - - - - 77 ,7 - - - - - - - - - - - - -.- -_ - - - - - - - - 7 - - 7 - - - - - - - - 7 - - r JOSFPH D. DALUZ rELSPHONE: 775-1120 Building Commissioner EXT. 107 TOWN OF BAR NSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 t March 7, 1990 TO: Thomas F. Geiler, Director of Consumer Affairs FROM: Alfred E. Martin, Building Inspector ltj7�/ RE: Christmas Tree Plaza/Handicapped Parking Signs As of this date, the Certificate of Occupancy has not been issued under Building Permit #32708 for the Christmas Tree Plaza. Prior to the -issuance of the Certificate an inspection will be made to assure com— pliance with ARTICLE XLIII of the Charter and General By—laws of the Town of Barnstable. 1 I 1 �O�.tN� Ott °�' °• The Town of Barnstable '"°"r"" ' Office of Town Manager �o r�r►` 367 Main Street,Hyannis, MA 02601 Office 508-775-1120 Warren J.Rutherford FAX 508-775-3344 Town Manager April 24, 1990 TO: Joseph DaLuz, Building Commissioner Neil Nightingale, Chief of Police Eric Hubler, Hyannis Fire Dept. FROM: Warren J. Rutherford, Town Manager LU RE: Christmas Tree Shops - Fire Lane Approval In accordance with the alternate plan presented to me for review on April 23, 1990 concerning fire lanes for the Christmas Tree Shops, please be advised that the enclosed plan is approved. Please ensure that this plan is implemented in a timely fashion. I at!NENav0a FIRE DIVISIO HYANNIS FIRE DEPARTMENT .� 95 HIGH SCHOOL ROAD EXT. SEE DWG. 5-16 FOR - HYANNIS.MASS,02Rn1 BUMPER POST DETAILS µKCT,`BD%C.T. . / w �� RtOPERTY LINE f 0 i7 P O T2T 80%LTt� 0 I 6L J 5 1 C �[o T b RET 80%•7 �'.xeri-' �, /'KIT�W.•.310-6' POSPiS.PRrvTEdLORM�GE y 4* KEY BO%N KEY BOX•6, 778' KEY BOX•6 Z EETI 0• AMAa•fD V6VALK A.5 aTR ol I® STORE • 1 STORE A 2 STORED 3 STORE D 4 STORED 5 STORE A 6 5L a• ALI, YA]Ai) Afk] Lerrmrp AxmT AMO �61 LogS FA,6, IELL.Q. E:7a!77 \ / 0 - Q SEE DETAIL E/SLIa i 13 '89,m 8:00 0000 Goodman Associatot TEL 508—.?54—�b04 - 4. F,5 JLJK 9,1t leg VOLLMER RASOC i �.1�i G l� f� S,�r�,• l� LAW ofFICIIS taw ....� KON 5, JANSSON 3287 )r(AIN YTRXF%T P. O. BOX 1.47 AA;LV5TA,bLE, "SACHUSETTS OZ530 (50R) 982-P500 THLICOPILA, (504) 303.5253 may ca�a® A. zoto, pa ta:ent of Environmomt Quality Bngisir+ring ;4 ��ti , 1 hinter street f�Osteai Jd1► 0.2108 ;:4•: x think ycxi. for you ri ' ioxta 'pertainin ,... ;,o .tom;.... .:.. Cbsi.stms Tree Plaza jocat&d cm Rcai-ib" 132' and Route, 2.1B in Perhapta a COPY of our Dec7iai.an from the Zonit%q lSeaxd of �' Appeals will help to explain our concerns about this parti.oulex proje t. r should point out initially, that- x am rant sPs"iA r fr��. t.hw Town of '�te►rlastabli, but ois ly . f cxx' the fixing mcard'�of Appeals with ,Tofer+enc* to the v�ari&nC4 r41i0 Arid spaeial �ei►re►�t relief which was ji%i.tially requested by the Pet3aio�x, At tho vary heart of our concern ,in ejj TzeagBh ibis hoEw as applicsatiQn was the, known rwputatic�n blais s truffio g,�rator. You should also be ..raindfU1: ox the fact that the, Chrietmwd Tree Shops intends to h*va six othar which will generate even further traf f i.A• stor es on this location s she Ddany of the pdople who would be, coming to the ChrSstmaA Tre �' woU1d be going too the Christmas ftse Shop -epeci.fioally for that purpose and are. not �xerely casual- drop-ins from the highway bused �. :. . ..._u the .data: Z have b"n Compounding this fact iw the already heavily congested nature of this particular area. thatThar* thisa s®sb rnourrwntlYtatiaic studies all of which indicate level of service +'Ru• Despite the fact that we, denied the epeciel permit and the variance on this matter, they were allowed to 90 farwatrd by Y the Bui ldinq Inspector. This matter was in litigation, and, to the best of toy knowlodga may still be, 3r� litigation. x have Bg 09 t 39 VCLLMER ASSOC re�gUeste:d of Town Counual an opinion as to why any Construction was allowed to occur whatsoever► especially Where the mutter was in litigation. I have not reoeaived a satisfactory reGof th � �J had also addressed the issue with the former Chairman of the Board of Selectmen, rancis W.regarding�this situation.roadhurst, who inObvicusly, I- be gettingg back omhe would have heard nothing. In my personal opinion, the Christmas Tres Shopibelia►'V a well run business. However, irrospee!tivee of this fact, l that the traffic reports that have been generated. in tha not_:hnndldsany will bear us out to indicate the area sl.mply--in at an already - - or complex going more treffi c. This is a �� P he highly congested area. Without gubeste�►ntia7. modifications to t **lotSnq road structurOs, You will virtually have gridlock in . this► area. I have no objection at all to your passing my commants on to the individual who is reviewing this pro6eat Irom DEQE• Ags►in., Y want to emphasize thot the 00=4nts contained herein, . Zoni a;es.- not nee�4044rily th's oda+aagx�trt o! the they -prore�flectentisting accuratelynthes $eoarel ;Qf Appals. �Iowbb®r, I beli.eeve� t2sesy besiac I*r the Ward s denial of the reelisf sought by the-. Ch�iatOAM Treo Ohopo. at thisa_ IPC Xa. Very--truly. Y urs,. R �1. ansson - Srfo3.aeuie .r r Sa e - SELE1 ( Fn/IP �, LAW OFFICES OF LrTPI'l;1_; ;4 81, RON 5. JANSSON -89 "' 1 3267 MAIN STREET MAY 15 410;j { P. O. BOX 147 BARNSTABLE, MASSACHUSETTS 02630 1 (508) 362-2500 TELECOPIER: (508) 362-5253 May 9, 1989 The Board of Selectmen Barnstable Town Hall - Hyannis, MA 02601 Re: Christmas Tree Plaza, Route 132 and Route 28 - Environmental Notification Form Gentlemen: It has come to my attention that a MEPA review is being conducted on the above referenced project. My understanding is that all comments must be submitted to MEPA by May 18, 1989. It is my fervent hope that the Town will in fact comment upon this particular project. As you may be aware, Christmas Tree Shops came before the Zoning Board of Appeals approximately a year and a half ago for the purpose of seeking relief to complete the proposed project. The Zoning Board of Appeals denied the Applicant any zoning relief whatsoever. I am enclosing herewith a copy of our Decision. The basis for •our Decision was the fact that the Christmas Tree Shop was a known traffic generator and that this - area was already highly congested and could not tolerate much more traffic. The factual basis upon which this was derived from was the several traffic reports which had heretofore been completed and analyzed. Nothing has changed except that even though this matter was in litigation somehow Christmas Tree Shops was allowed to go forward. To the best of my knowledge, the Board ,of Appeals was never contacted regarding this fact. I have no idea who authorized this project to go forward and, only recently, I have spoken with Town Counsel regarding this project who has indicated that this matter would be looked into also. I find it somewhat perplexing that a Town Board would take a position in denying the relief being sought based upon legitimate public safety concerns and that another board or agency would somehow overturn us without consulting us, and allow this project to be completed. At a minimum, I believe this Board should have been contacted and that in view of the fact that the matter was pending litigation, all appropriate town agencies should have been notified for their - input regarding this project. I had even discussed the matter with the former Chairman of the Board of Selectmen, Francis W. Broadhurst, who assured me that he would also look into_ it. However, to date, I have heard nothing regarding how this project was able to get off the ground in view of the pending litigation that existed between the developer and the Zoning Board of Appeals. Assuming that there was a legitimate reason for allowing the project to go forward, I personally feel that as a matter of common courtesy the individual who allowed this to happen should have contacted the -Board of Appeals to explain his reasons for doing this. There was absolutely no communication whatsoever in this regard to my Board. Furthermore, to date no one has provided the Zoning Board of Appeals with a legal rationale as to why the Petitioner is able to develop the seven acres of land which consists of two parcels one of which I am told will have the buildings constructed thereon, and the other parcel will be utilized to provide parking as accessory thereto. I am assuming that the lots may have in fact been grandfathered. However, I do not know this for sure. I would further encourage the Board of Selectmen to notify MEPA prior to the expiration date of May 18, 1988, • of the Town' s obvious concerns about the impact this project will have on our already congested roads in this area. Very truly y urs, a . . ' R Jansson RSJ:aw . Enclosure Cf THE r0� ham` ti� Town of Barnstable, Massachusetts &ULNSTABL : Department of Planning and Development 9 MASS. A Rj 1639. ,0� 230 South Street,Hyannis,Massachusetts 02601 (508) 775-1120 ext. 141 QED MA'S A f May 9 , 1989 John DeVillars , Secretary Executive Office of Environmental Affairs 100 Cambridge Street Boston , MA 02202 RE: MEPA FILE # 7693 Christmas Tree Plaza , Barnstable (Hyannis ) , MA Dear Secretary DeVillars : The Town of Barnstable, Department of Planning and Development strongly recommends that a full traffic analysis be required for the proposed Christmas Tree Shop , a mixed retail /office development on 9 . 17 acres of land , located between Routes 132 and 28 in Hyannis , MA. The development is within a Zone of Contribution ( ZOC) to public supply wells , within one mile of a future supply well and includes 63 , 156 square feet of retail space and 3 , 324 square feet of office space . Given the location of the site , the Department is concerned about the adverse impacts this development will have on traffic . The additional traffic to be added on Routes 132 and 28 in such close proximity to the airport rotary will add further traffic congestion and delay to routes which are already overcapacity . A full traffic analysis for the proposed development should address any improvements necessary on Routes 132 and * 28. to handle the expected increase in traffic volume and to properly channel traffic flow. Specific investigations must be made into traffic signals and center medians to I-imit left . turns on to and off of Routes 132 and 28 . If you should need any additional information please feel free to contact me . a Respect ully , Larry L. Dunkin , Director Department of Planning and Development r t TOWN OF BARNSTABL E T;2LE` i sss: Zoning Board of Appeals Doreen Bilizekian, Trustee of Route 132, aUG -7 PH 3 as Real Estate Trust Deed duly recorded in the Property Owner County Registry of Deeds in Book Same Page �, R.egistr.v Petitioner District of the Land Court Certificate No. Book Page 1986-50 Appeal No. 19 FACTS and DECISION Petitioner Doreen Bilizekian, Trustee of filed petition on 19 Route 132, Real Estate Trust between Routes 132 & 28 requesting a variance-permit for premises at in the village (Street). Hyannis of adjoining premises of (see attached list) 311 s 2 and 8 Locus under consideration: Barnstable Assessor's Map no. lot no. Petition for Special Permit: Application for Variance: ❑ made under Sec. — of the Town of Barnstable Zoning by-laws and Sec. Chapter 40A., Mass. Gen. Laws for the purpose of to allow the construction of three retail build.in --------- atrium between Routes 132 and 28 Locus is presently zoned in Highway Business and Business Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Barnstable Patriot newspaper published in Town of Barnstable a copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was field at the Town 15may ice 86 Office Building, Hyannis, Mass., at 8: A.M. P.M. 19 , upon said petition under zoning by-laws. Present at the hearing were the following members: Luke P. Lally Ronald Jansson Elizabeth Horton Chairman Helen Wirtanen James McGrath At the conclusion` of the hearing, the Board took said petition under advisement. A view of the locus was made by the Board. 2 3 1986-50 Appeal No. Page _ of On July 31, 19 86 , The Board of Appeals found Attorney Henry L. Murphy, Jr. , represented the petitioner, who is seeking a Special Permit to allow the construction of three retail buildings plus atrium between Routes 28 and 132, Hyannis in a Business and Highway Business zoning district. The locus consists of six acres and was subdivided on a Plan endorsed by the Planning Board in 1982 and is known as the Fern parcel. A contiguous parcel southerly of the "Fern parcel with 363 feet of frontage was also acquired, hereafter known as the "Sullivan parcel". The petitioner has submitted a Site Plan with a legend amended as follows: total square footage of the combined parcels is 393,040 square feet, the proposed buildings are 40,500 square feet, 22,000 square feet and 30,000 square feet; the common area and atrium to be 12,100 square feet. It is proposed that the 30,000 square foot building will be occupied by the Christmas Tree Shop. As indicated, there will be three retail stores for a total of 92,500 square feet of floor space, and there will be outdoor gardens at the entrances to the common area. A total of 544 parking spaces are provided. In 'addition, there. will be. 30,000 square feet of unpaved planting area. It is anticipated that there will be between 300 to 400 year round and/or part time jobs created. In addition, the petitioner has submitted a Traffic Impact Study for the proposed shopping center. There is a suggestion of widening Routes 132 and 28 at each proposed driveway - this would add ten to 12 feet in width of additional paved shoulders - the proposed widening should alleviate any traffic delays. Helen Wirtanen is concerned with the traffic, specifically, the ingress/egress inlets - sees this as potential trouble maker.. Ron Jansson feels that although they have done a marvelous job along Route 28 and 132 in trying to alleviate a very serious traffic situation; however, he is concerned about the traffic conditions in the area of these two roads which are at peak volume at the present time. The Christmas Tree Shops attract a lot of traffic, and I see the potential for drawing more traffic. Ron Jansson made a motion to deny, in view of the traffic that this particular complex will have, and the fact that it would generate substantial flow of traffic in an already congested area, and on the basis that this increase of traffic would represent something sub- stantially more detrimental than what exists - the motion was seconded by Helen Wirtanen, to deny on the basis of safety and traffic. The motion to deny was supported by Ronald Jansson, Elizabeth Horton, Helen Wirtanen and James McGrath. Mr. Lally voted not to support the motion, I, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that. twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day of 19 under the pains and penalties of perjury. Distribution Property Owner Town Clerk Board of Appeals Applicant Town of Barnstable Persons interested Building Inspector Public Information by Board of Appeals Chairman At the conclusion of the hearing, the Board took said.petition under advisement. A view of the locus was made by the Board. 1986-50 3 3 Appeal No. Pager of July 31, On ly 86 , The Board of Appeals found Mr. Lally voted not to support the motion to deny for the following reasons: the parcel in question is a six-acre parcel being business zoned upon which business taxes are being paid - it is my intrinsic feeling that a man has a right to do with his land those things that he is entitled to do by law - it is incorrect to deny the petitioner the right to do this for the following reasons: if this is developed as individual businesses, it would create a much more haphazard situation with traffic problems, than this particular project would. The proposed total retail and proposed 30,000 square foot unpaved planting area would never happen if this were developed as a straight business area. I think you cannot take business zoned land and say that one cannot do anything with it because it will impact the traffic. There- fore, I vote not to support the motion to deny. The petition is denied with four negative votes of a five-member Board of Appeals. I, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this ___ day of __ 19 under the pains and penalties of perjury. Distribution Property Owner Town Clerk Beard of Appeals Applicant Town of Rarnstable Persons interested Building Inspector . �;.� • C��—s/��G�� Public Information By . _,A ` r� Board of Appeals Chairman v 'Assessor's office(1st Floor):_Q 8" © o Assessor's map and lot number *THE To ' Board of Health(3rd floor): �� ./H�n Sewage Permit number 7 Z BA MULL, i Engineering Department(3rd floor): rags , House number ''�1639 ®'�j Definitive Plan Approved by Planning Board 19 rar e APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE I BUILDING INSPECTOR t APPLICATION FOR PERMIT TO ,- - -- TYPE OF CONSTRUCTION S 19 INSPECTOR OF BUILDINGS: dersigned hereby applies for a p rm(it according to the follo ing information: cation ! Proposed Use ` Zoning District w1/g A Fire District ,* Name of Owner ��Q�S7/LI�S --ra.9 —WOPT :ZWCiress cZl a#�TrS 7 S x 4 U�T11 Name of Builder ��Y ��S -�- /V e- Address Name of Architect 6ES 16i A) Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost COL��qq ��,q.�� Area �Ui c'J y � 00 Diagram of Lot and Building with Dimen ions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS \� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. VV1 00, Name 3LSCj,'v Construction Supervisor's License —��° G H R I S T Ma S T.R�,.� S H 01'S , T N C .�. � ,• i.,____��-...:.�_--�M� ; �• �"`",,,,,��Z . A=311--008 .9.P'.r ' � . No-3275 Permit For BUILDING .f Retail Store Location Lot #13 , 655 Route 132, Hyannis { Owner Christmas Tree Shops, Inc , G i Type ofConst ruction—Ma sonry Plot Lot v 'i Permit Granted April 3 19 89 Date of Inspection 19 Date Completed 19 Y1 F F �E { 1 ' {i i .3// - GOB A e"s s-Offica. (ls! floor}'"' ' UO3 oZ !�` /7•. se �r'symap and lot number...^.............................. "a I Board o�.Health (3rd floor): Sp.woge—Permit—number .......`'.`..�3.�1....,J .......:..... $EPTI�' SY TEIl9 MUST BE i B9Hd9TGDLE, i .y=Enmeeririg Department (3rd floor): S, _, I� �oorb39. number .House :............... ...................... e 0 Definitive Plan Approved by Planning Board _ __ ____________________f§ ksk�<. T �. CODE, ~APPLJIICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. onlyTo REGULATIONS TOWN :-OF . BARNSTABLE-- `� BUILDING INSPECTOR APPLICATION FOR PERMIT TO -I"Q SFT�u �UiZ—�) Xr I. .. . .... ............................................ ......................... TYPE OF CONSTRUCTION � S`.[�L l LO1�54,000& mikso ie-ir . f ..............�L 1.f1-1................---..19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to'the following information: .......................: ....................................... �i Location ...Ra'lre....i3Z. 'u,(/�1 kl\S.'........ "��...`�-�......... IV�Nt'� ' v1 n i .........:. C CMM t-::;P-CkAL ProposedUse ............................................................................................................................................................................. ' �1�511.1 55 l H ICr11WAY 'UP.Sl�'ZSS Zoning District .............................................Fire District Name of Owner . - '1 �5�`1I .j �G. U ..� ...........Address 2�1 W�I�ZES P/�c7� . :(1'l:`� l�L ...HA L StfL clt 1►�C , r7 55' .5 ...00.... 11CsQ IX S�.. W�.C�S MIS o16k� Name of Builder .........Y. . .......'.......................... .I�.fe .Address . . Name of Architect � � !1.. LWcus I�` .:..r.. .Address t6bk..S. ,X_T"1 00&E S-('- NbQCV:&gtT N& 01(,Jo .................... ....................................................................... Number of Rooms .7....s�� 5� .................Foundation 1et3�� Cd'c� �,.:...,.,,,........................ .................. ................. Exterior .K_ l.�<..........................................................Roofing ...L eD�''�....`�'L� . ........................ Floors ......................... ..............................lJ ..................................Interior ... ....... ...... � S . ................. .`Heating ..��. .......................Plumbing ......1�... t. . C... ..... .... I Fireplace .........................................................................:........Approximate Cost ............ �b .1.6 ..P....................�. .:.. Ar Diagram of Lot and Building with Dimensions Fee v �-'v� �� a � 6 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby 'agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above canstruction. 1 Name .. .�� ....................... �2 Construction Supervisor's License ..... °I. ,........ .... .... ti, ,HRISTMAS TREE; u>. . ._ _ .` ,,. ,'`� 1 '•.'`'-' �.�-- }.. ` A=311-008-0 311-002 �r 311- 311-008=003 I N' 0 'Permit for.8 BL.D. . RETAIL BUILDING,, 60 Y: } n .... . ........................ :.. Commercial ,� �, i ...........'....................................................... �. + ' o 1 Locution ...........655....Route................132........�L.....t.......13)........... i � . ........ Hyannis y ........ ..... ,{ _ 4)w6er..• Christmas Tree Shops, Inc. Type of Construction' .Structural...Steel/ 1 , Loadbearing Masonry • ..... ..........:................:........................................ y Plot .....:..................... Lot ................................ - _ Permit Granted ..March..1......................19 89 .. Date of Inspection ..........................:.........19 Date Completed .......19 e'fli' _ r ^ tr C. „e tot �c'�•uS a 7124 1Ler 7 90 z/i 3 - 3oyd Q*TYf>, TOWN OF BARNSTABLE 35130 Permit No. ...... ......... BUILDING DEPARTMENT ""n I TOWN OFFICE BUILDING Cash bs9. HYANNIS.MASS.02601 Bond N/A CERTIFICATE OF USE AND OCCUPANCY Issued to CHRISTMAS TREE SHBPS Address Stores 1 & 2 655 Route 132, Hyannis USE GROUP B FIRE GRADING 2 hours OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. n, October 2 19 92 �. `u�ding Inpev�r TOWN OF BARNSTABLE 35130 Permit No. ...... ......... BUILDING DEPARTMENT I """ TOWN OFFICE BUILDING Cash .... ,639 +u `' HYANNIS,MASS.02601. Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to CHRISTMAS TREE SHBPS t Address Stores 1 & 2 655 Route 132, Hyannis USE GROUP B FIRE GRADING 2 hours OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, .AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL s SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH,SECTION 119A'6F THE MASSACHUSETTS STATE BUILDING CODE. October.2. ... .. . .. .... 19...92.......... ...........,! 1.�ra ,!' !� Building Inspector 1 r' ," I - " ix- TOWN OF BARNSTABLE, MASSACHUSETTS 14 G-vl�PER,M U 9 DATE u 19 _ -- - - pERMIT NO 13( APPLICANT ADDRESSTt t,,-0raaK,! t WOrees tor U..,...Li IN 0.) (STREET) (CONTR'S LICENSE PERMIT TO STORY NUMBER OF (TYPE OF IMPROVEMENT)OVEMENT) NO, DWELLING UNITS (PROPOSED . USE) AT (LOCATION) & 05.5 ZONING (NO.) (STREET) DISTRICT BETWEEN AND (CROSS STREET) (CROSS STREET) ,'SUBDIVISION LOT LOT_BLOCK-S.IZE 7. :BUILDING IS TO BE FT, WIDE By FT, LONG BY FT. IN HEIGHT AND,SHALL CONFORM IN CONSTRUCT) TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR VOLUME ESTIMATED COST PERMIT s (CUBIC/SQUARE FEET) FEE OWNER ADDRESS BUILDING DEPT. BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY ► PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER PROVED BY THEJURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINS FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONOITIO MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR I ELECTRICAL, PLUMBING AND 1'. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED MEMBERS(READY TO LATH). UNTIL 3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS <21 J-v Is. 2 2 2 3 HEATING INSPECTION APPROVALS.,- ENGINEERING DEPARTMENT 2 u BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION] INSPECTIONS INDICATED ON THIS CARD CAN N SIX MON TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN THIS OF DATE THE PERMIT.IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRIT[ NOTIFICATION. Assessor's office(1st Floor):Assessor's map and lot number 3� (9 . Q© ( �P�o�THE Tod° Conservation Board of Health(3rd floor): 1 Dsar�r�Dct Sewage Permit number y rua Engineering Department(3rd floor): °o s639. House number Ito r�r r Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2W. P.M.only TOWN OF BA:RNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Alter interior walls and complete tenant fit-up TYPE OF CONSTRUCTION May 29 19 92 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 655 Route 132 Hyannis (Lot 1 3) - Stores 01 & #2 Proposed Use Retail Sales Zoning District HB Fire District Christmas Tree Shops - Name of Owner Rte. 132 Realty Trust Address 261 Whites Path So. Yarmouth, MA Name of Builder Goodman Construction, Inc. Address 1001 Southbridge St. Worcester, MA Name of Architect Not applicable Address Number of Rooms Not applicable Foundation. Existing - Concrete Exterior Masonry - Existing Roofing _Single ply - Existing Floors �fOne LL Interior Alterations to existing �~ Heating Existing - Warm air Plumbing Alterations to existing Fireplace None Approximate Cost $40,000.00 Area 12,283 sq/. f t. Diagram of Lot and Building with Dimensions Fee See attached drawings OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License �1�� t CHRISTMAS TREE SHOPS/ ' ROUTE 132 REALTY TINTERIOR No '351 '10 Permit For ALTERATIONS Retail - Ft Location Stores` 1 & 2 655 Rt. 132 Hyannis _ Christmas Tree Shops/ Owner. Route 132 Realty Trust t , Type of Construction _ Plot Lot , Permit Granted June 15 19 92 ; Date of Inspection 19 F Date Completed 9 4 TOWN OF BARNSTABLE 36493 � Permit No. ......:......... BUILDING DEPARTMENT ""'T I TOWN OFFICE BUILDING Cash M9. � ,639. H YlA N�Nv I S1y.V`�(M10Su p, 2-601rr Bond 11 1J 1'1 V L iJ J.J ••••••••••••••• CERTIFICATE OF USE AND OCCUPANCY Issued to Christmas Tree Shops Address Unit #5, Christmas Tree Promenade Route 132 & 28, Hyannis USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, .AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. March 31 , 94 ... ... ..... .. .. ... ... . ...... 19 ................ ................ Building Inspector TOWN OF BARNSTABLE 36493 Permit No. ......:......... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash Ml ��orrY` H�NNIS MA�SS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Christmas Tree Shops Address Unit #5 r Christmas Tree Promenade Route 132 & 28, Hyannis USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. March 31 I9...g........... �. �1' � .. .... ... ...... ...... ...... .......... .. ........ Building Inspector ; TOWN OF BARNSTABLE, MASSACHUSETTS B U I L D�I N-�.... PER M' I A=311-008--001 DATE Feb u�rr" 17, 94 T o 36493 1<�y�(�[�) • 19„ PERMIT NO. l�• APPLICANT �?rCi/ 1JllJt'Y�1 Fx Co. Ince ADDRESS F�- F;C:: 810/ wc-st FGalr oath 4030987 NO.. (STREET) (CONTR'S a CENSE) _ 1 PERMIT TO Kt?li1vdei/Add Part'k C?i}-`'•"+STORY Retail Store NUMBER OF < DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) !) Unit #S Christmas Tree Promenade H annis ZONING AT (LOCATION) / • V (NO.) (STREET) DISTRICT_HB BETWEEN .AND .. (CROSS STREET) - 1-(CROSS STREET) LOT i SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG- - FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION ^l TO TYPE USE GROUP SEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR VOLUME Id C CI Area haggL ESTIMATED COST 10/000. 00 FEEMIT 100. 00 (CUBIC/SQUARE FEET) Christmas Tree Shops OWNER _ - / 1 vannls BUILDING DEPT. �~�� ADDRESS BY All ✓Y} E APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS 4ECTRICAL iNSPSETION APPROVALS 1 1 1 2 2 2 -- 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTAENT 1 ` BOARD OF HEALTH 3� OTHER r:'' SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. J - i �ERTIF �qTE IF INS�RgNCE CSR CH Oi/1 94 T-"NRGbC EIT —T-'TAMERTTF1CM F-IAFORMATIDp"GALY f"--T I Paul Peters! Agency, Inc. I CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE I I I DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE I I P 0 Box 669 1 POLICIES BELOW. I Falmouth MA i-- --- -- -j 1 02541--0699 ! COMPANIES AFIr ORD I NG COVERAGE I 1 PHONE 508-548--2500 I ! I INSURED I COMPANY LETTER A NORTHERN ASSURANCE COMPANY 1 I Bird Brawn & Company, Inc. I COMPANY LEMP B COMMERCIAL UNION _ INSURANCE CO 14 I Courtney F. Bird, Jr. I -- I I P. 0. Box 810 1 COMPANY LETTER C AMER I CAN POLICYHOLDERS' INS CO I I West Falmouth MA I --I 102574 1 COMPANY LETTER D ! 1) COVERAGES I COMPANY LETTER E - __► I THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY I I PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO I I WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO I I ALL TERMS, EXCLUSIONS, AND CONDITIONS OF SUCJi POLICIES. LIMITS SHOWN MAY HAVE DEEM REDUCED BY PAID CLAIMS. I I COI TYPE OF INSURANCE I POLICY NUMBER I - POLICY EFF I POLICY EXP I LIMITS I ILTRI J 4 c I DATE i DATE I ! I I GENERAL LIABILITY ] I I IGENERAL AGGREGATE el 000, 000 I RI 00 COMMERCIAL GEN LIABILITY I NBF8P.1706 1 01/01/94 101/01/951PROD-COMP/DP Ass. 110 000, 000 I 1 E J CLAIMS MADE E J OCC. I 1 I IPERS. & ADV. INJURY II, 000, 000 I I I I OWNERS'S & CONTRACTOR'S 1 I I (EACH OCCURRENCE W 11, 000, 000 I PROTECTIVE I I t I -I — 1 I 1 ! (FIRE DAMAGE [ If I. 1 1 I(P14Y ONE FIRE) 11001000 i )NED. EXPENSE I I i(ANY ONE PERSON) eS 000 1 1 I AUTOMOBILE LIAR 1 i 1 ICOMB. SINGLE LIMIT I I I BIC J ANY AUTO 1 CBXA0711S 1.04/30/93104/30/941BODILY INJURY I ..I I I1 I ALL OWNED AUTOS I 1 I I(PER PERSON) 500000, 1 I B 100 SCHEDULED AUTOS I 1 I I____I I I BI00 HIRED AUTOS I°` , 1 I IBODILY INJURY I I I Bl 00 NON OWNED AUTOS I 1 I I(PER ACCIDENT) 500000 1 I IE J GARAGE LIABILITY ) - I I I — ----I--------------I IPROPERTY DAMAGE P50000 I I I E XCESS LIABILITY I I . I 1 EACH OCCURRENCE 13, 000, 000 I At 00 UMBRELLA FORM I NBF821706 101/O1/94 101/01/951 t-------------I I It 1 OTHER THAN UMBRELLA FORM I I 1 IAGGREGATE I I I I I 1 i I XISTATUTORY LIMITS[ I I CI WORKEF?St COMP I. WCC1876320192 104/30/93104/30/941EACH ACCIDENT i500, 000 1 EAS 1 AND I i ! IDISE-POL. LIMIT 1500, 000 1 I I EMPLOYERS? LIAS I i 1 IDISEASE-EACH EMP. 500, 000 I OTHER I I I ! ! I r I I 1 ! 1 I I I DESCRIPTION OF OPERATIONSILOCATIMS/VEHICL.ES/SPECIAL ITEMS I Carpentry- Residential Dwellings, Carpentry NOC . 1 I I y I I _ I 0 CERTIFICATE HOLDER CANCELLATION I — -- - SHOULD ANY OF THE ABOVE DESCRIBB POLICIES-BE CMCELLED BEFORE THE EX- I I Town of Falmouth = PIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 I Attn: Building Inspector DAYS WRITTEN NOTICE Tb THE CERTIFICATE HO R NAMED TO TIE LEFT BUT I _ I :Town Hall Square . FAILURE TO MAIL°•SUCH NOTICE SHALL.-IMPOSE OBLIGATION 1:1 BI�ITY OF I I • `-ANY KIND UPON THE COMPANY, ITS AGENTS OR S5RTAT1 I ! `Falmouth, MA 02540 / { s-�,.:;�- •• ,..�I__ AUTHORIZED REPRESENTATIVE -- COMMONWEALTH OF MASSACHUSETTS — • DEPARTMENT OF LNDUSTRIALACCID.ENTS 600 WASHINGTON STREET ames i Cam.-:el: BOSTON, MASSACHUSETTS 02111 Cor•:mas,oae• WORKERS' COMPENSATION INSURANCE AFFIDAVIT 4 e;RO toN Cd7)410 )y� 99 L6 , A DZS'7 (licenscu-permitme) with a principal place of business/residence at: , OFF�GC Z 113 51P0ne-alssr•TT�D.� �c.rtDvTl�, /�f4 OZS`fo . clrylstatclzip) do hereby certify, under the pains and penalties of perjury, that: [] 1 am an employe:providing the following workers' compensation coverage for my employees working on this job. Amg;vcs OJCC /878'3Zv/gz Insuranr Company Policy Number _-- [J I an:a sole proprietor and have no one working for me. [J I am a sole proprietor, general contractor or homeowner (cirde one) and have hired the'contmaors listed beicw who have the following workers' compensation insurance policies. Name of Contractor Insurance Company/Policy Number l Dame or Contractor Insurance Company/Policy Number Dame of Contractor Insurance Company/Policy Number --:O :I am a homeowner performing all the work myself. ` h OTE: Please be awue that while homeowners who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally eonsidere_to be employers under the Workers'Compensation Act(GL C 15?,sect. 1(5)),application by a homeowner for a license or permit may evidence the legal status of as employer under the Workers'Compensation Act. l unde:smne that a copy of this statement will be forwarded to the Department of Industrial Accidents'Office of Insurance for emvemer vcanction and that failure to secure coverage as reouired under Section 25A or MGL 152 cart lead to the imposition of ciminaJ consisting o:a fine of up to SI 500.00 andlor imprisonment of up to one yc::nd civil penalties in the form of a Stop Work Order and a fine of S 100.00 a day against me. Signed this day of _ , 19 / 7" License::Permitter Co krA,1Cy f gtieo, 2, Licensor/Permirror � s ----;------------------------------------------------------------------------------------------ --------- SOFT AS A GPAPEr A 621 P02 'FEB 16 '94 13:39 _ f� � � _ � , �v or�oo►tS LAr cater ws ICIC6 Oh15A AIC +4 YAA►AJ LC I I , ! I - _ REMOVE EAISTll,* GARPGT I I I I J OF�IGE I O RUM N r � - REMOVE U*T. _. CARPET 7 i • . - ,- ' Failvrelo ossnasaouralAr I c, - COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY .,�`� 19��5liCAYsotts 57atiSAis'" OF ONE ASHBORTON PLACE a�9 GodVsea�nfwr "� ) MASSACHUSETTS BOSTON,MA 02108 o�3Ahf1��L LICENSE: CAUTION I EXPIRATION DATE � � CONSTR. SUPERVISOR 04/O6/1 996 EFFECTIVE DATE LIC-NO. FOR PROTECTION AGAINST RESTRICTIONS THEFT, PUT RIGHT THUMB NONE 06/30/1993 030987 PRINT IN APPROPRIATE BOX ON LICENSE. COURTNEY F BIRD J R o j g 43 S I P P I. ASS- R D o BLASTING OPERATORS m FALMOUTH MA 02540 m MUST.INCLUDEPHOTO. I OPR ONLY) F ?!�� T6 Q.0 0 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY ' i � HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER r C e1 29 1"3 THIS DOCUMENT MUST BE « SIGN NAME IN FULL ABOVE SIGNATURE LINE -CARRIED ON THE PERSON OF IG • /.i' THE HOLDER WHEN EN- - - OTHERS-RIGHT THUMB PRINT GAGED W THISOCCUPATION. CdOMISSIONER- D.I .I HOME IMPROVEMENT CONTRACTORS REGISTRATION I Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston , Massachusetts 02108 HOME IMPROVEMENT 'CONTRACTOR --- Registration 101912 Expiration 06/29/94 Type — PRIVATE CORPORATION HOME IMPROVEMENT CONTRACTOR , �] Registration 101912 Bird , Brown & Company , Inc . e Type - PRIVATE CORPORATION i Expiration 06/29/94 Courtney F . Bird 43 Sippewissett Rd . Bird, Brown & Company, Inc. Falmouth MA 02540 Courtney F. Bird 43 Sippewissett Rd: f ADMINISTRATOR Falmouth MA 02540 Assessor's office(1 st Floor): Assessor's map and lot number = j� t0 0 Conservation(4th Floor): Board of Health(3rd floor): ' • sasss7Lnit Sewage Permit number • rrua Engineering Department(3rd floor):"" i moo639'�� House number era Definitive Plan'Approved by Planning Board ti '. 19 APPLICATIONS PROCESSED 8:30-9:30A.M.-and 1:00-2:00 P.M.only } TOWN - OiF BARNSTABLE BUILDIING INSPECTOR J) 2 APPLICATION FOR PERMIT TO " � /LL(9�1 Add, J 011-10sc 'Ca d'� 'TYPE OF CONSTRUCTION 19 / TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according two the following information: Location Ohl -6 ehrlsld utS -Ire,,— MG4I T Proposed Use Zoning District Fire District Name of Owner �5 ��- Address' Name of Builder /-D - cAQ�� . Address i0. i Name of Architect S '��- Address Number of Rooms 4// Foundation V V Exterior Roofing Floors Interior Heating Plumbing NIP Fireplace Approximate Cost Area _ kq e Diagram of Lot and Building with Dimensions Fee /� V OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable r Jarding the above construction. Name �'rd�• O S437 Construction Siipervisor's License CHRISTMAS TREE SHOPS 36493 REMODEL /ADD PARTITIONS No Permit For .Retail Store Location Unit #5, Christmas Tree Promendde Hyannis Owner Christmas Tree Shops Type of Construction Frame Plot Lot ' Permit Granted February 17 , 19 94 Date of Inspection: " Frame 19 Insulation 19 Fireplace 19 Date Completed -` / 19 j IF r Goodman Construction Inc.Design Build Contractors&Construction Managers. r r Goodman Engineering Inc.Architectural Designers&Engineers oodmanlFEA13rnGoodman Pro erties Inc.Develo ers P P { S S 0 C I A T E S Apr-i 1 -!fib, 1989 Mr. Joseph Dal uz ,. Dt_ti 1 ding Commissioner 'Town of Barnstable Town Of+ice Building Hyanni s, MA c 2601 FEE„ Christmas Tree Plaza Goodman Engineering Inc. Job #8ee7 Dear- Mr. Da.l uv s Enclosed are concrete -test results +or•, the initial phase of the foundation work. We will forward additional reports as work proceeds. Yours tI"U1 y, Goodman Engineering Inc. caul :. Dual vo Project Engi neer FED/dc enclosure Goodman Associates 1001 Southbridge Street-Worcester MA 01610 TEL 508-755.2576-FAX 508.754-2674 i CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis, MA March 29 1989 Project No.: Weather: Temp.: Report No.: 936 Cloudy 60's 0329-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg.. Water Air Ent. Water Red. Material: (Ibs.) (lbs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi Mix Placement Location: Beginning of S. Canopy Wall Required Strength (p.s.0:3000 3/4 Load Number: 1 Truck Number: 62 Slump: 2 1/4" Mix Temp.: 740 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/2 hr. Type of Specimen:6"xl2" Cyls. No. of Specimens & Set No.: Set I,. I 4 Cyls. Specimen Storage Location: On Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 it Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break C_ s A B C D E I i Remarks: -Load had 2% H.E. , load lost its workability very quickly pproved By: Specimens Made By:. Ted Munford A ��` CW3ASSOCIATES,INK. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 28 Project No.: Weather: Temp.: Report No.: 936 Fair 60 s 0328-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement me gg. Coarse Agg_ Water Air Ent. Water Red. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent-,(oz.) Agent (oz.) Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Location: North face canopy wall footing, middle building, center section Required Strength (p.s.i.): 3000 Load Number: 2 Truck Number: 57 Slump: 411 Mix Temp.: 770 Air Content: Plastic Unit Wt.: Mix Duration: 2 hrs. Type of Specimen: 6" x 12" C 1. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Adj. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 Unit Weight (p.c.f.) l � k Specimen Date Load Compressive Strength (p.s.i.) Type of Number Tested lbs. x 1000 J days 7 days 14 days, 28 days 56 days Break A j 3 y�90 A, B. i C: i` I) E i Remarks: Concrete batched with 2% high early accelerating agent. Specimens Made By: James Athy Approved By: �� CV\r3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: March 23 1989 Hy annis MA Project No.: Weather: Temp.: .Report No.: 936 Fair 50 s 0323—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Inc gg. Coarse Agg. Water .it Ent. Water Re • Other Material: (Ibs.) (Ibs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INSPECTION c Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod-Ready Mix Placement Location: Column Footings North Building Required Strength (p.s.i.):3000 3/4 Load Number: 1 Truck Number: 64 Slump: 3 1/2" Mix Temp.: 630 Air Content: Plastic Unit Wu Mix Duration: 1 1/2 hr. Type of Specimen. 6" x 12" C 1. No. of Specimens & Set No.: Set I 4 .0 1. Specimen Storage Location: Job Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break f / 1 I Remarks,. Specimens Made.By: Approved By: John Daly CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 1 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 30 s 0301—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. CiTarse Agg_ ater Air Ent. Water Red. Other Material: (lbs.) (lbs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Amount: Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Concrete Placement Location: East wall footings West wall (Loading dock area) South wall Required Strength (p.s.i.)• Load Number: Truck Number: 71 Slump: 31' Mix Temp.: 600 Air Content: Plastic Unit Wt.: Mix Duration: Type of Specimen: 6" x 12" C 1 No. of Specimens & Set No.: Set I, 4 C 1. Specimen Storage Location: Corner footings LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7-days 14 days, 28 days 56 days Break c A B C D E Remarks:: Specimens Made By: Michelle Fish Approved By: CW3ASSOCIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March l 1989 Project No.: Weather: Temp.: , Report No.: 936 Fair' 30 s 0301-T . ___J MIX DESIGN. INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. Coarse Agg.. Water it Ent. Water e . Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO TN-cPr,.CTTON Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Concrete Placement Location: East wall footings West wall (Loading dock area) South wall Required Strength (p.s.i.)- Load Number: Truck Number: 71 Slump: 3#1 Mix Temp.: 600 Air Content: Plastic Unit Wt.: Mix Duration: Type of Specimen: 6" x 12" C 1 No. of Specimens & Set No.: Set I, 4 C 1. Specimen Storage Location: Corner footings LABORATORY RESULTS (ASTM C 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7.days 14 days; 28 days 56 days Break XF A B C D E Remarks: Specimens Made By: Michelle Fish Approved By: CW3ASSCUATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST -SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA Ma Project No.: Weather: Temp.: Report No.: 936 Fair 30's 0313-T MIX DESIGN INFORMATION One Cubic Yard SSD Weights Cement Fine Agg. Coarse Agg. ---Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANI INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Ready Mix Placement Location: Column Piers E-2, D2, D3, D4, D5, D6, C2, C3, C4, C5, C6 Footings - North Retail Stores East Walls Required Strength (p.s.i.):3000 Load Number: 2 Truck Number: 73 Slump: 3" Mix Temp.: 630 Air Content: Plastic Unit Wt.: Mix Duration: 2 Type of Specimen: No. of Specimens & Set No.: Set I , 4 Cyl . Specimen Storage Location: Adjacent to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3 4 Unit Weight (p.c.f.) / Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break C A �X� B C D �� E Remarks: Specimens Made By: Approved By Larry Andrews 194,L CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 14 1989 Project No.: Weather: Temp.: Report No.: 936 Fair . 40's 0314-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg_ I Water Air Ent. Water Red. Material: (tbs.) (tbs.) (tbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSIECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: North retailstores —West wall Required Strength (p.s.i.): 3000 3/4 Load Number: 1 Truck Number: 75 Slump: 1 3/4 " Mix Temp.: 640 Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen: 6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Adj. to Dlacement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c:f.) Specimen Date Load Compressive Strength (p.s.i.) _ Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break A �C. B i C D �.. E Remarks:: Specimens Made By: Approved By: Larry Andrews ��, CW3DISSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis, MA Project No.: Weather: Temp.: Report No.: 936 Cloudy 30 s 0320-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. oarse Agg. Water Air Ent. Water Red. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLAN INSPECTIO Source: PLACEMENT INFORMATION_ Contractor: Poly Services Inc. Concrete Supplier: Cape Cod Redi-mix Placement Location: - 1. 1/2 small store south wall 3. Piers SSN 2. Southeast Wall Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 62 Slump: 3 Mix Temp.: 610 Air Content: Plastic Unit Wt.: Mix Duration:. 1 hr. Type of Specimen:6" x 12" C 1 . No. of Specimens & Set No.:Set L, 4 Cyl . Specimen Storage Location:Adjacent to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3%4 FUnitWeight (p.c.fJ y Specimen Date Load Compressive Strength (p.s.i.) Tyype Number Tested lbs. x 1000 3 days 7 days 14 days; 28 days 56 days Break 9 - 3� Zo 1 1 A A B i C _ �� D E it Remarks: Specimens.Made By: Paul Corbett Approved By: 6 Lx I CW3ASSOCIATES,INC. 780 WASHINGTON ST.. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: Hyannis MA March 20, 1989 Project No.: Weather: Temp.: Report No.: 936 Cloudy 30's 0320-C PLACEMENT INFORMATION Contractor: Concrete Supplier: Poly Services Inc. . Cape Cod Redi-Mix Placement Location: 1. 1/2 small store , south wall 3. Piers SSN 2. Southeast wall Method of Placement: Chute & Vibrator CONCRETE TEST RESULTS A Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. No. Arrived (in.) Content(%0) (0F) Duration Unit Wt. Placed Specimens Strength 1 79 10 3000 3/4 2 64 1100 3 1/4" 59 l hr. 10 3000 3/4 62 . 1145 3 61 1 hr. 10 Set I 3 4 Cyl . 3000 3/ 4 5 6 7 8 9 10 Specified Range 3" - 5 50-90 12 hr. max. 3000 3/4 Remarks: Submitted By:— Time Arrived: . .Paul Corbett 1130 Approved By: Work Hours: CV\r3ASS0C,ATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hy annis, MA March 17 198 Project No.: 936 Weather: Temp.: Report No.: P. Sunny 40's 0317—T MIX DESIGN INFORMATION One Cubic Yard — SSI) Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: South building west wall 'Required Strength (p.s.i.): 3000 3/ Load Number: 2 Truck Number:75 Slump: 311 Mix Temp.: 600 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hr. Type of Specimen: 6"x12" Cyls. No. of Specimens & Set No.: Set I, 4. Cyls. Specimen Storage Location: On site by placement LABORATORY RESULTS (ASTM C -- 39) Required Strength (p.s.i.) 3000 3/4 1 Unit Weight (p.c.f.) � Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days. 28 days 56 days Break a - 6 - 5',0 <: A B C D ��. E i Remarks: , Specimens Made By: �J Approved By: Steven Earley ( r ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 16 1989 Project No.: Weather: Temp.: 1 Report No.: 936 Fair 50 s 0316-T MIX DESIGN INFORMATION One Cubic Yard -- SSD Weights Cement Fine gg. oarse Agg.. Water Air Ent. Water Red. Other Material: (Ibs.) (Ibs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INSIECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: North retail store #2 — East walls Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 64 Slump: 4 1/2" Mix Temp.: 700 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hrs. Type of Specimen: 6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 C 1. [Specimen Storage Location: Adj. . to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 � of 3 days 7 days 14 days: 28 days 56 days Break _ ;a 3 o A B i C D E t t Remarks: Specimens Made By. Approved By: Larry Andrews � �� CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 15, 1989 Project No.: Weather: Temp.: Report No.: 936 Cloudy 50 s 0315—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. Coarse Agg.. Water Air Ent. Water e . Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: Footings South Building Required Strength (p.s.i.): 3000 3/4 Load Number: 1 Truck Number: 79 Slump: 4„ Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimenk"x12" Cyls. No. of Specimens & Set No.: Set I, 4 Cyls. Specimen Storage Location: Job Site LABORATORY RESULTS (ASTM C -- 39) Required Strength (p.s.i.) 3000 3/4 i Unit Weight (p.c.f.) Lf J7- Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days. 28 days 56 days Break 9 4j o A B ' C D E t i Remarks: Specimens Made By: John Daly Approved By:&)"— CV\B ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: f1vamis. MA February 23 1989 Project No.: 936 Weather: Cloudy Temp.: 30's Report No.: 0223-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg_ I Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other. Amount: NO PLANT INSPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: South, West, North wall footings Required Strength (p.s.i.): 3000 Load Number: 2 Truck Number: 66 Slump: 4 1/2" Mix Temp.: 580 Air Content: Plastic Unit Wt.: Mix Duration: 1/2 hr. Type of Specimen: 6" x 12" C 1 No. of Specimens & Set No.: Set I, 4 Cyl. Specimen Storage Location: On Site " LABORATORY RESULTS .(ASTM C — 39) Required Strength (p.s.i.) 3000 Unit Weight (p.c.f.) / �r Specimen Date Load Compressive Strength (p.s.i.) Type. Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break a A B C ; D E Remarks: Specimens Made-.By: Approved By: a Gil. Rowker f CW3ASSCXIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 15, 1989 Project No.: Weather: Temp.: Report No.: 936T Cloudy 50 s 0315-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. oarse Agg_ Water Air Ent. Water Red. Material: (Ibs.) (lbs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Ready Mix Placement Location: Footings South Building 'Required Strength (p.s.i.): 3000 3/4 Load 'Number: 1 Truck Number: 79 Slump: 411 Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6"x12" Cyls. No. of Specimens & Set No.: Set I, 4 Cyls. Specimen Storage Location: Job Site LABORATORY RESULTS (ASTM C — 39) -T Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Ll Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of '3 days 7 days 14 days: 28 days 56 days Break o vZ j-/3 4, Ll a A \�(� B C D E Remarks: Specimens Made By: John Daly Approved By: CW3ASSC)CIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA April 4 1989 Project No.: --]Weather: Temp.: Report No.: 936 Showers 40 s 0404-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT TNqFFCTTQN Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Redi—Mix Placement Location: Piers at South Bldg. (Pier #6) Required Strength (p.s.0:3000 3/4 Load Number: 1 Truck Number: 75 Slump: 3 1/2" Mix Temp.: 560 Air Content: o Plastic Unit Wt.: Mix Duration: 1 1/2 hrs. Type of Specimen: 6" x 12" Cyl No. of Specimens & Set No..: Set I 4 C 1. Specimen Storage Location: On site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) �— Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs.. x 1000 of 3 days 7 days 14 days. 28 days 56 days of 0 T A B ' C D E i it Remarks: Specimens Made By: Approved By: l% . Steve Earley �1 / CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA April 4, 1989 Project No.: 936 Weather: Showers Temp.: 40's Report No.: 0404—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg_ Water Air Ent. Water e . Material: (lbs.) (Ibs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSIECTTON Source: PLACEMENT INFORMATION Contractor: Poly Services JConcrete Supplier: Cape Cod Redi—Mix Placement Location: Piers at North Bldg. (Pier #7) Required Strength (p.s.i•)3000 3 4 Load Number: 1 Truck Number: 57 Slump: 311 Mix Temp.: 560 Air Content: Plastic Unit Wt.: Mix Duration: 1 1 2 hrs Type of Specimen: No.. of Specimens &I Set No.: Set II, 4 Cyl. Specimen Storage Location: On Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break. A ��(� B i C �� D �� F Remarks: . Specimens Made By:' Approved By:/`� �� Steve Earley (, CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 14 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 40's 0314-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. -Coarse Agg_ Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSIECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: North retailstores — West wall Required Strength (p.s.i.): 3000 3/4 Load Number: 1 Truck Number: 75 Slump: 1 3/4 Mix Temp.: 640 Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen:. 6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 C 1. f Specimen Storage Location: Adj. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 1 14 days; 28 days 56 days Break C- 4� a C. A B i C D E Remarks: : . Specimens Made By: A roved B Larry Andrews PP y• r CV\r3DISSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA Ma Project No.: Weather: Temp.: Report No.: 936 Fair 30's 0313-T MIX• DESIGN INFORMATION One Cubic Yard — SSD Weights Cement ine gg. —Coarse Agg.. Water it Ent. WaterRed. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANI INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: Column Piers E-2, D2, D3, D4, D5, D6, C2, C3, C4, C5, C6 Footing s - North Retail Stores East Walls Required Strength (p.s.i.): 3000 Load Number: 2 Truck Number: 73 Slump: 3" Mix Temp.: .630 Air Content: Plastic Unit Wt.: Mix Duration: 2 Type of Specimen: No. of Specimens & Set No.: Set I , 4 Cyl . Specimen Storage Location: Adjacent to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3 4 Unit Weight (p.c.f.) / Specimen Date Load: Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break 8 0 V gZ-5- C o ; Jo90 Q a 3 o Q . A • B ' C D E. Remarks: Specimens -Made By: Approved By;/) . Larry Andrews (�� .z CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date:. Hyannis, MA March 16 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 50 s 0316-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. oarse Agg_ Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSfECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi— 'x Placement Location:. North retail store #2 — East walls Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 64 Slump: 4 1/2" Mix Temp.: 700 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hrs. Type of Specimen: 6" x 12" C 1. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Locat,*on:.Adj. to placement-_ LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) n Compressive Strength (p.s.i.) Type Specimen Date Load p - g of Number Tested lbs. x 1000 3 days 7 days 14 days: 28 days 56 days Break _ dA & -2 o Q -3 A i( B i C �� D �� E Remarks: Specimens Made By: Approved By: Larry Andrews ��` CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis MA March 17 1989 Project No.: 936 Weather: Temp.: Report No.: P. Sunny 40's 0317—T MIX DESIGN INFORMATION One Cubic Yard - SSD Weights Cement Fine Agg. oarse Agg.. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PI AW INSPECTION Source: PLACEMENT INFORMATION —T— Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: South building west wall Required Strength (p.s.i.): 3000 3/ Load Number: 2 Truck Number:75 Slump: 311 Mix Temp:: 600 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hr. Type of Specimen: 6"x12" Cyls. No. of Specimens & Set No.: Set I, 4 Cyls. Specimen Storage Location: On site by placement LABORATORY RESULTS (ASTM C - 39) Required Strength (p.s.i.) — 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 ; of 3 days 7 days 14 days; 28 days 56 days 'Break 9-�G - oZ 6 - . So • o F A L B C D ,' E: ti Remarks:: Specimens Made By: Approved By: Steven Farley CW3ASSOCIATES.1W. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: .H annis, MA Project No.: Weather: Temp.: Report No.: 936 Cloudy 30 s 0320-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement one gg. Coarse Agg_ Water ►r Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLAN INSPECTI0 Source: PLACEMENT INFORMATION Contractor: Poly Services Inc. Concrete Supplier: Cape Cod R Placement Location: 1. 1/2 small store south wall 3. Piers SSN 2. Southeast Wall Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 62 Slump: 3" Mix Temp.: 610 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6" x 12" C 1 . No. of Specimens & Set No.:Set I , 4 Cyl . Specimen Storage Location:Adjacent to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) y , Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break 9 - 32� zo A B ' C D E Remarks:: Specimens Made By: Approved By: Pau] Corbett CW3ASSCCIATES,UVC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hy annis MA March .23 1989 Project No.: Weather: Temp.: Report No.: 936 Fair SO's 0323—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. Coarse Agg_ Water 6 it nt. Water e • Other Material: Ibs.) (lbs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INSPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services ToncreteSupplier: Cape Cod Ready Mix Placement Location: Column Footings North Building Required Strength (p.s.i.):3000 3/4 Load. Number: 1 Truck Number: 64 Slump: 3 1/2" Mix Temp.: 630 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/2 hr. Type of Specimen: 6" x 12" C 1. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Job Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x '1000 of 3 days 7 days 14 days; 28 days 56 days Break A i( B ' C D. E i Remarks: Specimens Made By: Approved By: John Daly CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 1617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis, MA Aril 3 1989 Project No.: Weather: Temp.: Report No.: 936 Cloudy-Showers 40's 0403-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg_ ater Air Ent. Water e . Material: (lbs.) (lbs.) (lbs. (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services JConcrete Supplier: Cape Cod Redi—Mix Placement Location: Wall — East Canopy Required Strength (p.s.0:3000 3/4 Load Number: 2 Truck Number: 75 Slump: 3 1 2" Mix Temp.: o Air Content: Plastic Unit Wt.:" Mix Duration: 3/4 hr. Type of Specimen:6" x 12" Cyl. FNo. of Specimens & Set No.: Set I 4 gyl Specimen Storage Location'. LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 "3/4 Unit Weight (p.c.f.) L14 Specimen Date Load - Compressive Strength (p.s.i.) Type' Number Tested lbs. x 1000 of 3 daysffE Sb days Break - e A B , �1 [Remarks: . Specimens Made By - George Welch Approved By. r fi I tJ r ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 t # TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA Aril 11 1989 Project No.: Weather: Temp.: Report No.: 936 Sunny 40's 0411—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water e . Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSP TION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: Pillasters at small shops north Required Strength (p.s.i.): 3000 3/2 Load Number: 1 Truck Number: 67 Slump: 2 3/4" Mix Temp.: 640 . Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set I 3 Cyl. Specimen Storage Location: Ad '. to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break V11 7 2 Fo2 o Q3 e A \�/ B i C D �� E Remarks: , Specimens Made By: Approved By: Brian Kacian 4 Des�grt'-Services Inc. 1001 SOUTHBRIDGE STREET, WORCESTER,MA 01610- (617)754-9298 April t , 1989 _ Mr. Joseph Daluz Building Commissioner ..fawn of Barnstable Town O fice Building Hyannis, MA 02601 RE: Christmas Tree Plaza Goodman Engineering Inc. /Design Services Inc. Job #888T Dear Mr. Da l uz n . Enclosed are concrete test results for the initial 'phiaze of the foundation work. We will forward additional reports as work proceeds. Yours truly, Goodman Engineering Inc. /Design Services Inc. 'au1 E. DeSalvo Project Engineer PED/dc enclosure_ cv\r3 ASSOCIATES.INC. 780 WASHINGTON St CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis , MA Project No.: Weather: Temp.: Report No.: 936 Cloudy 30 s 0320-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Ccment Fine gg. Coarse Agg. --Water Air Ent. Water e • Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (ozI A cn. (oz.) Amount: NO PLAN INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services Inc. Concrete Supplier: Cape Cod Redi-Mix Placement Location: 1. 1/2 small store south wall 3. Piers SSN 2. Southeast Wall Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 62 Slump: 31' Mix Temp.: 610 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6" x 12" C 1 . No.. of Specimens & Set No.:Set I , 4 Cyl . Specimen Storage Location:Adjacent to Placement LABORATORY RESULTS (ASTM C 39) Required Strength (p.s.i.) 300.0 3/4 Unit Weight (p.c.f.) y Compressive Strength (p.s.i.) Type Specimen Date Load- p g of Number Tested ]bs. x 1000 3 days 7 days 14 days: 28 days 56 days Break 9 - log., go3� Zo A X B i C /�� D E Remarks:. Specimens Made By: Paul Corbett Approved By: . CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: Hyannis MA March 20, 1989 Project No.: Weather: 1'emp.: Report No.: 936 Cloudy 30's 0320-C PLACEMENT INFORMATION Contractor: Concrete Supplier: Poly Services Inc. Cape CodRedi-Mix Placement Location: 1. 1/2 small store , south wall 3. Piers SSN 2. Southeast wall Method of Placement: Chute & Vibrator CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required P 9 No. No. Arrived (in.) Content(%) (°F) Duration Unit Wt. Placed Specimens Strength 1 79 10 3000 3/4 2 64 1100 3 1/4" 59 1 hr. 10 3000 3/4 62 1145 3 61 1 hr. 10 Set I 3 4 Cyl . 3000 3/ 4 5 6 7 8 9 10 Specified Range 3" - 5" 50-90 12 hr. max. 3000 3/4 Remarks: Submitted By: Paul Corbett Tirne ArrivIcd: 1130 Approved By: .. '�' j Work Hours: 1 3/4 i E - CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: MA March 17 1989 Project No.: Weather: "temp.: Report No.: 936 P. Sunny 401s 0317—C PLACEMENT INFORMATION Contractor: 17oncrete Supplier: Poly Services Cape Cod Ready Mix Placement Location: South building, west wall. Method of Placement: Chute, Vibrator CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. No. Arrived (in.) Content(%o) (°F) Duration Unit Wt. Placed Specimens Strength 1 64 1300 3 1/4" 60 1 1/4 hr 10 3000 3/4 2 75 1315 3 60 1 1/4 hr 10 Cyls. 3000 3/4 Set I 3 79 1400 3 60 1 1/4 hr 10 3000 3/4 4 5 6 7 8 9 10 Specified Range 5" max. 50-90 1%, max. Remarks: Submitted By: Time Arrived: Steven Earley 1300 Approved By: .. / Work Hours: CW3ASSOOCIATES, INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hy annis, MA March 17 198 Project No.: 936 Weather: Temp.: Report No.: P. Sunny 40's 0317—T MIX -DESIGN INFORMATION One Cubic Yard -- SSD Weights Cement Fine gg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPEC..ION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: South building west wall Required Strength (p.s.i.): 3000 3/ Load Number: 2 Truck Number:75 Slump: 31f Mix Temp.: 600 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hr. Type of Specimen: 6"x12" Cyls. No. of Specimens & Set No.: Set 1, 4 Cyls. Specimen Storage Location: On site by placement LABORATORY RESULTS (ASTM C -- 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) % � 2 Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested -lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break oZ A B ' C �� D E Ell, II Remarks:: Specimens Made By: `---- Approved By: Steven Earley fir. i CW3ASSCCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 16, 1989 Project No.: 936 Weather: Fair Temp.: 50's Report No.: 0316—C PLACEMENT INFORMATION Contractor: Concrete Supplier: Cape Cod Redi—Mix Placement Location: North . North retail--shores;,:.-iEast wall South retail stores — East footings Method of Placement: Chute/Vibrator CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. No. Arrived (in.) Content(%) (0F) Duration Unit Wt. Placed Specimens Strength 1 67 1230 2 3/4 64 1 10 3000 3/4 2 75 1250 3 1/4 67 1 10 " Set I 3 64 1330 4 1/2 70 1 1/4 10 " - 4 cyl. 4 67 1400 3 3/4 69 1 1/2 10 if " 5 64 1550 4 71 3/4 8 " 6 7 8 9 10 r• Specified Range 4" Max. 50 — 90 F112 Max. Remarks: Submitted By: Time Arrived: Larry Andrews 1200 Approved By:- Work Hours: 4 1/2 ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 82 1-2355cm I TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 16 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 50 s 0316—T MIX DESIGN INFORMATION One Cubic Yard -- SSD Weights Cement F►ne gg. Coarse Agg.. Water Air Ent. WaterRed. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INSIECTION Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Redi—Mix Placement Location: North retail store #2 — East walls Required Strength (p.s.i.): 3000 3/4 Load Number: 3 Truck Number: 64 Slump: 4 1/2" Mix Temp.: 700 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/4 hrs. Type of Specimen: 6" x 12" Cyl. . to placement- No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Ad LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break A B i C D E L�I Remarks: . Specimens Made By: Approved By: Larry Andrews L /-zU/ CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 15, 1989 Project No.: Weather: Temp.: Report No.: —J� 936 Cloudy 50 s 0315—T MIX DESIGN INFORMATION One Cubic Yard -- SSD Weights Cement Fine gg. Coarse Agg.. Water Air Ent. Water e . Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: Footings South Building Required Strength (p.s.i.): 3000 3/4 Load Number: 1 Truck Number: 79 Slump: 4„ Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6"x12" Cyls. No. of Specimens & Set No.: Set I,. 4 Cyls. Specimen Storage Location: Job Site LABORATORY RESULTS (ASTM C -- 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break 1 , _ a A a( B C �% D �� E i r Remarks.- Specimens Made By: John Daly Approved By: , , l CW3ASSC- CIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: H annis MA March 15, 1989 Project No.: Weather: Temp.: Report No.• 936 Cloudy 50's 0315—C PLACEMENT INFORMATION Contractor: poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: Footings to South Building Method of Placement: Chute CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. No. Arrived (in.) Content(%) (0F) Duration Unit Wt. Placed Specimens Strength 4 Cyls. 1 79 1320 4 68 1 hr 10 Set I 3000 3/4 2 71 1 1345 3 68 1 hr 7 3000 3/4 3 79 1445 2 1/2 68 3/4 hr 2 3000 3/4 4 5 6 7 8 9 10. Specified Range 5" max, 50-90 1-, max. Remarks: Submitted By: John Daly Time Arrived: 1130 Approved By: .. Work Hours: 4 CW3ASSOCIATES,INC. 756 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS. COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA March 15, 1989 Project No. Weather: Temp.: Report No.: 936 Cloudy 50's 0315-S Contractor: Poly Services Maximum Density: 130.1 Source of Fill: On Site Optimum Moisture: 10.1% Test Location % oo Reg. No. Elev. Moist. Comp. Comp. Footing South building, 1 25' S. of main building FG 2.1 100 95 Footing South building, 2 15' W. of NW corner FG 2.3 98.8 95 Footing South building 3 50' S. of NW corner FG 2.8 96.3 95 Remarks: * Elev. : FG is finish soils grade Submitted By: Time Arrived: . John Daly 1130 Approved By: Work Hours: 4 CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 14 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 40 s 0314-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg.. ater Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSFECTION Source: PLACEMENT INFORMATION Contractor: Poly Services 7Concrete Supplier: Cape Cod Redi—Mix Placement Location: North retailstores — West wall Required Strength (p.s.i.): 3000 3/4 Load Number: 1 Truck Number: 75 Slump: 1 3/4 " Mix Temp.: 64o Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen: 6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Adj. to Djacement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break - ZziiG, i 4111 o A ` � B ' C D �� E Remarks:: Specimens' Made By: Approved By: Larry Andrews . CW3ASSOCIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis MA Ma Project No.: Weather: Temp.: Report No.: 936 Fair I 30's 0313-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg.. Water Air Ent. Water Red. Material: (Ibs.) (lbs.) (lbs.) ( als.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: Column Piers E-2, D2, D3, D4, D5, D6, C2, C3, C4, C5, C6 Footing s - North Retail Stores East Walls Required Strength (p.s.i.):3000 Load Number: 2 Truck Number: 73 Slump: 3" Mix Temp.: 630 Air Content: Plastic Unit Wt.: Mix Duration: 2 Type of Specimen: No.. of Specimens & Set No.: Set I , 4 Cyl . Specimen Storage Location: Adjacent to Placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3 4 Unit Weight (p.c.f.) / Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break -3 - - C A B ' C D E i Remarks: Specimens Made By: Approved By Larry Andrews 1124,L CW3ASSOCIATES.INC. 780 WASHINGTON ST. CANTON. MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA March 9, 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 30 s 0309—T MIX DESIGN INFORMATION One Cubic Yard SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services TConcrete Supplier: Cape Cod Redi—Mix Placement Location: Walls Line E 4.5-6 , Required Strength (p.s.i.).3000 3/4 Load Number: 2 Truck Number: 79 Slump: 1 3/4" Mix Temp.: 610 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 Cyl. Specimen Storage Location: Ad '. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) / 7 Compressive Strength (p.s.i.) Type Specimen Date Load p �Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break A B C �� D E t i Remarks: Specimens Made By: Larry Andrews Approved By: / yl e C ' 3 W , i ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 4 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: s MA February 23 1989 Project No.: 936 Weather: Cloudy Temp.: 30's Report No.: 0223—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg Water Air Ent. Water e . Material: (Ibs.) (lbs.) (lbs.) (gals.)* Agent (oz.) Agent (oz.) Other Amount: NO PLANT INEPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: South, West, North wall footings Required Strength (p.s.i.): 3000 Load Number: 2 Truck Number: 66 Slump: 4 1/2" Mix Temp.: 580 Air Content: Plastic Unit Wt.: Mix Duration: 1/2 hr. Type of Specimen: 6" x 12" C 1 No, of Specimens & Set No.: Set I, 4 Cyl. Specimen Storage Location: On Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 Unit Weight (p.c.f.) / V 411 Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break A i( B C D E i Remarks: Specimens Made.By: , Approved By: / 1 Design -__ emcee Inc. 1001 SOUTHBRIDGE STREET, WORCESTER,MA 01610 (617)754-9298 r I I'I M�.a chi i , 1�89 Mr. Joseph Daluz Building Commissioner 'Town of Barnstable Town 0+,fice Building Hyannis, MA 02601 RE: Christmas Tree Plaza Goodman Engineering Inc. /Design Services Inc. Job #8887. Dear Mr. Dal uz e Enclosed are soil compaction tests +or the initial phaze o+ the site development. We will forward additional reports 'as work proceeds. Yours truly, Goo m. n Engineering Inc. /Design Services Inc. ` aul E. DeSalvo - Project Engineer pED/dc enclosure ---CWASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Corrected Copy Project&Location: Christmas Tree Shop Date: Hyannis, MA I I January 28, 1989 Project No. , Weather: Temp.: Reolrla.: 936 Fair 40's 012$7s Contractor. Robert Our Const. Maximum Density: 135.0% Source of Fill:' On Site Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 South end of bldg. area 3' BFG 8.3 100' 95.0 2 North end of bldg. area 2' BFG 8.8 93.2 95.0 Remarks: *Elev: BFG is below footing grade. Submitted By: Larry Andrews Time Arrived: 1115 Approved By: / Work Hours: _ `� 1 1/4 CV\R ASSOCIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA January 30, 1989 Project No. Weather: Temp.: Report No.: 936 Rain 40's 0130-S Contractor: Poly Services Maximum Density: 135.0 Source of Fill: ' On Site Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 Small store 1st South 2'BFG 7.1 98.9 95 2 Christmas Tree Store South West .corner F.G. 7.1 90.8 95 Remarks: Elev. : B.F.G. is below finish grade F.G. is finish grade of soil Test #2 was unsatisfactory, contractor advised, area to be recompacted. Submitted By: Time Arrived: Larry Andrews 1430 Approved By: Work Hours: 1 1/2 CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project&Location: Christmas Tree Shop Date: Hyannis, MA January 31, 1989 Project No. , Weather: Temp.: Report No.: 936 Fair 40's 0131-S Contractor. Robert Our Const. Maximum Density: 135.0% Source of Fill:' On Site Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 South end of bldg. area 3' BFG 8.3 100' 95.0 2 North end of bldg. area 2' BFG 8.8 93.2 95.0. Remarks: *Elev: BFG is below footing grade. Submitted By: Time Arrived: Larry Andrews 1115 Approved By: / Work Hours: 1 1/4 CW3ASSCCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA January 31, 1989 Project No. Weather: Temp.: Report No.: 936 Fair 40's 0131-S Contractor: Poly Services Maximum Density: 135.0 Source of Fill:' On Site Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 Store #1 South East side l'BFG 5.3 100 95 2 Store #1 South West side l'BFG 4.9 98.3 95 3 Loading dock area Christmas Tree Shop 1'13FG 5.4 100 95 Retest of #2 1/30/89 4 Christmas Tree Shop South West corner 11BFG 6.1 99.5 95 Remarks: *Elev. : B.F.G. is below finish grade Submitted By: Time Arrived: Larry Andrews 1430 Approved By: Work Hours: 1 1/2 CW3ASSCCIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA February 1, 1989 Project No. Weather: Temp.: Report No.: 936 Fair 40's 0201—S Contractor: Poly Services Maximum Density: 135.0 Source of Fill:' On Site Optimum Moisture: 6.9 Test Location * % % Req. .o� No. Elev. Moist. Comp. Comp. 1 Christmas Tree Store Center of Bldg FG 8.2 98.8 95 Christmas Tree Store 2 20' E. of Bldg. C.L. at Southeast Section FG 3.9 99.7 95 Christmas Tree Store 3 North Wall at Center of Bldg. FG 3.4 97.2 95 Remarks: * Elev: FG is finish grade of soil Arrived in the am at contractors request, but area would not be ready until mid afternoon. Submitted By: Larry Andrews Time Arrived: 1430 Approved By: l Wo;rk Hours: 2 1/2 C,� r CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA February 2, 1989 Project No. 936 Weather: Cloudy Temp.: 30's Report No.: 0202-S Contractor: Poly Services Maximum Density: 135.0 Source of Fill: ' On Site (Hyannis Pit) Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 Retest of #2 from 1/28 Store #3 north FG 6.7 100 95 2' North West Corner Christmas FG 4.2 96.0 95 Tree Store 3 North East Corner Christmas Tree Store FG 3.8 100 95 4 Center of East Side Christmas Tree Store FG 4.7 97.6 95 Remarks: * Elev: FG is Finish Soils Grade. Submitted By: Larry Andrews Time Arrived: 1600 ' Approved By: �.� ZZ, Work Hours: 1 1/2 CW3ASSOCIATES.WC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA February 3, 1989 Project No. Weather:. Temp.: Report No.: 936 Rain 30's 0203-S Contractor:. Poly Services Maximum Density: 135.0 Source of Fill:' Hyannis S&G (Hyannis Pit) Optimum Moisture: 6.9 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 Store Ill South in Center FG 6.2 100 95 2 Store #4 North Northwest Corner FG 8.0 93.5 95 Remarks: Submitted By: Larry Andrews Time Arrived: 1615 Approved By: G�/ Work Hours: 1 1/4 CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA' February 6, 1989 Project No. ' Weather: Temp.: Report No.: 936 Fair 20's 0206-S Contractor: Poly Services Maximum.Density: 112.3 Source of Fill:' Hyannis S&G Optimum Moisture: 14.8 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 25' off Southwest corner of store #1 South 1 (Grass area) 3' BFG 10.6 96.7 95 40' off Southeast corner of store #1 South 2 (Grass area) 3' BFG 7.8 98.8 95- Remarks: BFG - Below finish grade of soil Submitted By: Time Arrived: Larry Andrews 1430 Approved By: Gj Work Hours: 1 CW3ASSOCIATES,INC." 780 WAS HINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA February 7, 1989 Project No. Weather: Temp.: Report No.: 936 Rain 30's 0207-S Contractor: Poly Services Maximum Density: 112.3 Source of Fill: On Site Optimum Moisture: 14.8 Test Location % % Req. % No. t Elev. Moist. Comp. Comp. 1 Front Parking Lot 1' BFG 10.7 100 95.0 2 Front Parking Lot 2' BFG 9.2 98.7 95.0 Remarks: Elev: BFG is below finish grade. Submitted By: Time Arrived: Jay McCaffrey 1330 Approved By: �) ` Work Hours: G`— 1 3/4 1 Design; Services Inc. 1001 SOUTHBRIDGE STREET, WORCESTER,MA 01610 (617)754-9298 July 10, 1989 Mr. Joseph Daluz Building- Commissioner - - Town of Barnstable Town Office Building Hyannis, MA 02601 RE: Christmas Tree Plaza Goodman Engineering, Inc. /Design Services Inci Job 8887 Dear Mr. Daluz: Enclosed are Concrete Test Resul ttii for the final phase of the foundation work. Yours truly, Goodman Engineering, Inca/Design Services `Inc.. Paul Y. 6661aa"31 o _ - Project Engineer. w PED/dc enclosure CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST 'SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA May 9, 1989 Project No.: Weather: Temp.: Report No.: 936 sunny 60's 0509-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg_ ater Air Ent. Water Red. Material: (lbs.) (Ibs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services I Concrete Supplier: Cape Cod Redi—Mix Placement Location: Wall slots small stores north 8' - 16' Required Strength (p.s.i.):Grout 3/8 Load Number: 1 Truck Number: 57 Slump: 5" Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/2 hrs. Type of Specimen 6" x 12" Cyl. No. of Specimens & Set No.: Set I, 4 Cyl. Specimen Storage Location: LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 Grout 3/8 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days, 28 days 56 days Break } � q -0 C ko A ��(/ B C �/k D �� E I II Remarks: Specimens Made By: Paul Corbett Approved By: �� / C ASSC1CIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: H annis, MA k May 15, 1989 Project No.: Weather: Temp.: Report No.: 936 Fair 60's 0515-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (Ibs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSPECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Ready Mix Placement Location: CW3 Grout for walls to the 12' high West & South side, South Bldg. Required Strength (p.s.i.): 3000 Load Number: 1 Truck Number: 63 Slump: 7" Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration:. 1 hr. Type of Specimen: 3"x6" Cyl s. No. of Specimens & Set No.: Set I 3 C 1 s. Specimen Storage Location: Job Site LABORATORY RESULTS' (ASTM C = 39) Required Strength (p.s.i.) 3000 Unit Weight.(p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56.days Break A i! B C D E i Remarks: Specimens Made By: John Daly Approved By: // 1 780 WA HIN _ (A/ � S GTON T ASSOCIATES,INC. S CANTON, MA 02021 (617) 821 2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: May 30, 1989 MA Project No.: 936 Weather: Cloudy Temp. 601s Report No.: 0530—T 1 MIX DESIGN INFORMATION One Cubic Yard - SSD Weights Cement Fine Agg. . Coarse Agg.. Water Air Ent. Water Red. Material.- (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NC PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Red i—Mix Placement Location: Building slab Required Strength (p.s.i.):Fbe 3 4 Load Number: 2 Truck Number: 75 Slump: 4 1/2" Mix Temp.: 690 Air Content: Plastic Unit Wt.: Mix Duration: 3 4 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set I, 2 Cyl. Specimen Storage Location: Adj. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Fiber Mesh Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days, 28 days 56 days Break /(n G oZ 23 , 3,316 71 A � i B i C D /�, E it Remarks: 2 Cylinders damaged on site Specimens Made By: Larry Andrews Approved By� CW- 3 �SSOCl/TES.NYC. 780 WASHIN T N ST. CANT ON MA 02021 (617}821_ 2355 TEST SPECIMEN REPORT Prolec t & Location: Christmas Tree Shop Date: H MA Y �, 19>39 Prolcc: No.: 936 Weather: Cloudy Temp.: 60's Report No.: 0530—T 2 MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. . Coarse Agg_ Water Air Ent. Water e . Material:: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other o u nt NC PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi-Mix Placement Location: Building slab Fiber M3Efi Required Strength (p.s.i.):3000 3/4 Load Number: 12 Truck Number: 66 Slump: 4 1 2" Mix Temp.: 690 Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens Set No.: Set II 4 1. Specimen Storage. Location: Adj. to lacetnent LABORATORY RESULTS (ASTM C - 39) Required Strength (p.s.i.) 3000 3/4 Fiber Mesh Unit Weight (p.c.f.) , Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days7 days 14 days. 28 days 56 days Break qyc Ccl fn 00 �3(�U a 5 ?� i t A i( B C D E t t Remarks: Specimens Made By: Larry Andrews Approved By: 4"L (—W- 3ASSOCIATES,NYC. 780.WASNINGTON ST. CANTON, MA 02021 (617)821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: May 30, 1989 H MA Project \o.: 936 Weather: Cloudy Temp.: 60's Report No.: 0530—T 3 MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. . Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NC PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: Building slab Required Strength (p.s.i.): Load Number: 24 Truck Number: 3000 3 4 75 Slump: 5" Mix Temp.: 680 Air Content: Plastic Unit Wt.: Mix Duration: 3 4 tom.. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set III, 4 Cyl. Specimen Storage Location: Adj. to placement LABORATORY RESUI.TS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Fiber Mesh Unit Weight (p.c.f.) (a Specimen Date Load Compressive Strength (p.s.i.) Type of Number Tested lbs. x 1000 3 days 7 days 14 days. 28 days 56 days Break o A �XC B ,i C �� D E Remarks: Specimens Made By: Approved By: Larry Andrews CVV,3 ASSOCIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617)821-2355 ter. TEST SPECIMEN REPORT Proicci & Location: Christmas Tree Shop Date: May 30, 1989 Hy MA Proicc: \o.: 936 Weather: Cloudy Temp.: 60's Report No.: 0530—T 4 MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. . Coarse Agg_ Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: PLANT INS ECTION Source: PLACEMENT INFORMATION. Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: Building slab Required Strength (p.s.i.): Load Number: 39 Truck Number: 63 3000 314 Slump: 211 Mix Temp.: 740 Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set IV, 4 Cyl. Specimen Storage Location: Adj. to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Fiber Mesh Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days. 28 days 56.days Break 19140 U G �a C G � A aC B i C D E Remarks: S cimens Made B Approved By: } Larry Andrews ,� 4 _ �JASSOCIAT INC. 780 WASHINGTON ST. CANTON MA 02021 _ES. (617)821 2355 a'r TEST SPECIMEN REPORT Proirct & Location: Christmas Tree Shop Date: May �� 1989 H MA Projcc: No-: 936 Weather: Cloudy Temp.: 60's Report No.: 0530—T 5 MIX DESIGN INFORMATION One Cubic Yard — SSD Weights . Cement Fine Agg. . Coarse Agg_ Water Air Ent. Water Red. Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NC PLANT INS BCTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi-Mix Placement Location: _ Building slab ' Required Strength (p.s.i.): Load Number: 41 Truck Number: 64 3000 3/4 Slump: 2" Mix Temp.: 720 Air Content: Plastic Unit Wt.: Mix Duration: 3/4 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set V, 4 Cy1. Specimen Storage Location: Adj.—to placement LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i-) 3000 3/4 Fiber Mesh Unit Weight (p.c.f.) / 12 Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days. 28 days 56 days Break (rk 9/ 3( 0 3, A B C �� D E Remarks: I Specimens Made By: Approved By: Larry Andrews ti I CW3ASSCOCIATES. INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821 2355 CONCRETE PLACEMENT REPORT Project & Location: Christmas Tree Shop Date: T:Kr-nrmJs, MA June 20, 1989 Project No.: 936 Weather: Spy Temp.: 70's Report No.: 0620—C PLACEMENT INFORMATION Contractor: Concrete Supplier: Poly Services Cape Cod Placement" Location: Small shops North #4 & 5 slab on grade Method of Placement: Chute CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. 10. Arrived (in.) Content(%) (°F) Duration Unit Wt. Placed Specimens Strength 1 75 0720 2 1/2 75 1 9 3000 3/4 2 67 0730 2 3/4 1 75 1 9 " , 3 66 0740 3 76 1 9 Set I 4 C , 4 64 0750 2 3/4 78 1 9 5 75 0825 3 72 1 96 of to " 67 0830 2 1/2 75 1 9 7 66 0840 2 1/2 - 72 1 9 " 64 0900 3 `1 4 74 1 9 ofit Set II 9 75 0940 3 1/2 74 1 9 4 Cyl. " 10 66 1030 3 1/4 71 1 11 64 1100 3 1 4 72 1 9 " Specified Range 5" Max. 50 - 90 1' Max. Remarks:, 1. Was informed only client could add water 2. Water was sprayed on top by finishers Submitted By: Brian Kacian Time Arrived: 0630 Approved Bv: Work Hours: 5 L <!1 \` ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (6171 821-2355 CONCRETE PLACEMENT REPORT Pa Re 1 of 2 Project & Location: Christmas nee Shop Date: Hyannis, MA June 21, 1989 Project No.: 936 Weather: Sunny Temp.. 80's Report No.:0621-C PLACEMENT INFORMATION Contractor: Concrete Supplier: Poly Services Cape Cod Placement Location: Small stores south, slab on grade Method of Placement: Chute CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. ''o. Arrived (in.) Content(%) (°F) Duration Unit Wt.. Placed Specimens Strength 1 64 0725 3 73 3/4 9 3000 3/4 2 66 0730 4 74 3/4 9 79 0740 3 1/4 75 3/4 Set I 9 4 Cyl. " 4 62 0750 3 1/2 75 3/4 9 5 56 0810 3 1/2 75 3/4 9 " 6 64 0825 4 73 3/4 9 " 7 66 0840 3 74 3/4 9 E98' 62 0915 2 3/4 74 3/4 9 Set II 56 0935 4 75 3/4 9 4 Cyl. " 10 64 0955 3 3/4 74 3/4 9 " Specified Range 4" Max. -750 - 90 1 i Max. Remarks: Water was sprayed on top by the finishers during finishing Submitted Bv: Time Arrived: Brian Kacian 0630 Approved BY: Work Hours: 8 8EA' SSOCIATiSANC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 CONCRETE PLACEMENT REPORT Page 2 of 2 Project & Location: Christmas Tree Shop Date: Hyannis MA June 21, 1989 Project No.: ' Weather: Temp.: Report No.: 936 Sumy 80 s 0621-C PLACEMENT INFORMATION Contractor: Concrete Supplier: Poly Services Cape Cod Placement Location: Small stores south, Jtlethod of Placement: Chute CONCRETE TEST RESULTS Load Truck Time Slump Air Temp. Mix Plastic Cubic Yds. Test Required No. No. Arrived (in.) Content(%) (0F) Duration Unit Wt. Placed Specimens Strength 11 79 1015 3 76 3/4 hr 9 3000 3/4 12 62 1025 1 4 74 3/4 hr 9 3000 3/4 13 56 1050 3 3/4 75 3/4 hr 9 3000 3/4 14 64 1110 3 3/4 76 3/4 hr 9 3000 3/4 15 4 Cyls. 79 1130 2 1 2 80 3/4 hr 9 Set III 3000 3/ 16 56 1240 3 3/4 78 3/4 hr 9 3000 3/ 17 62 1320 3 78 3/4 hr 5 3000 3/ Specified Range 4"max. 50-90 12 max. Remarks: - Water was sprayed on top by the finishers during finishing Submitted B�-: Brian Kaeian Time Arrived: 0630 Approved B\,: Ali, Work Hours: 8 I C\ABASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project &�&ation: Christmas Tree Shop Date: H annis, MA March 29 1989 Project No.: Weather: Temp.: Report No.: 936 Cloudy 60's 0329—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. Coarse Agg., Water it nt. Water Red. Other Material: (tbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INSPECTIO Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi Mix Placement Location: Beginning of S. Canopy Wall Required Strength (p.s.i.):3000 3/4 Load Number: 1 Truck Number: 62 Slump: 2 1/4" Mix Temp.: 740 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/2 hr. Type of Specimen:6"x12" Cyls. No. of Specimens"& Set No.: Set I, 4 Cyls. Specimen Storage Location: On Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break O C i1,,3i IV A i( B i C % D �� E Remarks: Load had 2% H.E. , load lost its workability very quickly Specimens Made By: Ted Mumford Approved By:�`� CW3ASSC)CIATES.INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA A ril 3 1989 Project No.: Weather: Temp.: Report No : . 936 Cloudy—Showers 40's 0403—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine gg. oarse Agg. Water Air Ent. WaterRed. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT INS ECTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: Wall — East Canopy Required Strength (p.s.0:3000 3/4 Load Number: 2 Truck Number: 75 Slump: 3 1 2" Mix Temp.: 7 o Air Content: Plastic Unit Wu Mix Duration: 3/4 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 Qyl, Specimen Storage Location: W Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days =14days; 28 days 56 days Break V .� G / y a o C_ . V A \�C/ B i C //� D ��/ E i Remarks: . Specimens Made By George Approved By: Welch C_L ` CW3ASSCXIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA April 4 1989 Project No.: Weather: Temp.: Report No.: 936 Showers 40 s 0404—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Other Material: (lbs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Amount: NO PLANT. TMql)FCTTnN Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: Piers at South Bldg. (Pier #6) Required Strength (13.s.0:3000 3/4 Load Number: 1 Truck Number: 75 Slump: 3 1/2" Mix Temp.: 560 Air Content: Plastic Unit Wt.: Mix Duration: 1 1/2 hrs. Type of Specimen: 6" x 12" Cyl No. of Specimens & Set No.: Set I 4 cyi. Specimen Storage Location: On site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) �_ Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break ��- 9 _ U .. y '44 A B i C D E Remarks: Specimens Made By: Approved By: - Steve Earley ((�� CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA April 4, 1989 Project No.: 936 Weather: Showers Temp.: 40's Report No.: 0404—T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (Ibs.) (lbs.) (lbs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INS[ECTTON Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi—Mix Placement Location: I Piers at North Bldg. (Pier #7) Required Strength (p.s.i.)3000 3 4 1 Load Number: Truck Number: 57Slump:. 314 Mix Temp.: 560 Air Content: I Plastic Unit Wt.: Mix Duration: 112 hrs. Type of Specimen: No.. of Specimens & Set No.: Set II, 4 Cyl. Specimen Storage Location: On Site LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break �., C_ a C- A �� B C D E Remarks: ` Specimens.Made- By: ' Approved By: Steve Earley CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: Hyannis, MA Aril 11 1989 Project No.: Weather: Temp.: Report No.: 936 Sunny 40's 0411-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement Fine Agg. Coarse Agg. Water Air Ent. Water Red. Material: (lbs.) (lbs.) (Ibs.) (gals.) Agent (oz.) Agent (oz.) Other Amount: NO PLANT INSP ACTION Source: PLACEMENT INFORMATION Contractor: Poly Services Concrete Supplier: Cape Cod Redi-Mix Placement Location: Pillasters at small shops north Required Strength (p.s.i.): 3000 31z Load Number: 1 Truck Number: 67 Slump: 2 3/4" Mix Temp.: 640 Air Content: Plastic Unit Wt.: Mix Duration: 1 hr. Type of Specimen:6" x 12" Cyl. No. of Specimens & Set No.: Set I 4 C 1. Specimen Storage Location: Adj. to placement. LABORATORY RESULTS (ASTM C — 39) Required Strength (p.s.i.) 3000 3/4 Unit Weight (p.c.f.) Specimen Date Load Compressive Strength (p.s.i.) Type Number Tested lbs. x 1000 of 3 days 7 days 14 days: 28 days 56 days Break 0 6 - / F / o -3 Q A \�/ B C D '� E Remarks: Specimens Made By:. Approved By: Brian Kacian , / CW3ASSC)CIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 TEST SPECIMEN REPORT Project & Location: Christmas Tree Shop Date: April 17, 1989 Hyannis, MA Project No.: Weather: Temp.: Report No.: 936 Fair 70's 0417-T MIX DESIGN INFORMATION One Cubic Yard — SSD Weights Cement fine Agg. Coarse Agg.. titer Air Ent. Water Red. Material: (lbs.) (Ibs.) (lbs.) (gals.) Agent (oz.) A ent (oz.) Other Amount: NO PLANT I SPECTION Source: PLACEMENT INFORMATION Contractor: Goodman Associates Concrete Supplier: Cape Cod Ready Mix Placement Location: Block fill for top 12' of south east corner of Christmas Tree Shop - Required Strength (p.s-'* 3000 Load Number: 1 Truck Number: 76 Slump: Mix Temp.: 740 Air Content: Plastic U W • Mix Duration: Type of Specimen:�� (Grout) t Unit t.. .�--- YP P .. 1 1 2 h r. No. of Specimens _'Set I�6.: Set I 3 C 1. Specimen Storage Location: LABORATORY RESULTS (ASTM C — 39) Required Strengtti (p.s.i ) t 30 Tunit Weight (p.c.f.) Specimen Date "F.oad Compressive Strength (p.s.i.) Type Number Testes lbs. x 1000 of 3 days 7 days 14 days; 28 days 56 days Break C� 4�Z , /�, D"2 71 It A . � x' � II I ; C D E i If Remarks: Specimens Made By: . Approved By: ` Larry Andrews CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA April 3, 1989 Project No. Weather: Temp.: Report No.: 936 Cloudy—Showers 40's 0403—S Contractor: Poly Services Maximum Density: 128.7 Source of Fill:' On Site Optimum Moisture: 9.6 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 Footing: East Canopy Wall FG 5.3 100 1 95 2 Footing: East. Canopy. Wall FG 5.3 100 . 95 3 Footing: East Canopy Wall FG 7.7 95.2 95 i r Remarks: FG .— Finish grade of soil Submitted By: George Welch Time Arrived: 1000 Approved By: > Work Hours: .2 3/4 CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas ,Tree ShopHyannis, MA Date: May 17, 1989 Project No, Weather: Temp.: Report No.: 936 Fair 60's 0517-S Contractor: Goodman Assoc. Maximum Density: 129.9 Source of Fill: On Site Optimum Moisture: 8.2% Test Location % % Req. No. Elev. Moist. Comp. Comp. South parking lot 1 Sta. 1+92, 65'1 F.G. 2.5 96.7 90 South parking lot 2 Sta. 1+50, 1121L F.G. 2.1 97.1 90 South parking lot 3 Sta. 1+12, 88'L F.G. 3.3 97.8 90 South parking lot 4 Sta.. 0+80, 140'L F.G. 2.4 98.9 90 South parking lot 5 Sta. 0+70, 581L F.G. 2.2 97.3 90 South parking lot 6 Sta. 0+90, 10'L F.G. 2.5 96.7 90 South parking lot 7 Sta. 1+67, 101R F.G. 2.0 97.1 90 ;Remarks: F.G. finish grade Nuclear Gauge used Submitted By: Larry Andrews Time Arrived: 1400 Approved By: l Work Hours: 1 1/2-- i CW3ASSOCIATES,INC. 780 WASHINGTON ST. CANTON, MA 02021 (617) 821-2355 SOILS COMPACTION TEST REPORT Project& Location: Christmas Tree Shop Date: Hyannis, MA May 18, 1989 Project No. Weather: Temp.: Report No.: 936 Fair 70' s 0518-S Contractor: Poly Services Maximum Density: 129.9 Source of Fill: Hyannis S & G Optimum Moisture: 8.2 Test Location % % Req. % No. Elev. Moist. Comp. Comp. 1 South east parking lot F.G. 2.3 99.7 90 2 East end of south parking lot F.G. 1.7 100 90 3 'South .parking lot, Sta. 2+25, 35'R F.G. 1.7 95.3 90 4 South parking lot, Sta. 1+90, 65'R F.G. 3.4 96.8 90 5 East roadway south end F.G. 3.3 99.0 90 Remarks: Nuclear Guage Used. Submitted By: Larry Andrews Time Arrived: 1645 Approved By: �� Work Hours: 1 1/4 (e9 � r 1K AL 11) 1K (::P a fRE1„101D L / EXPANSION 0- 0 _i C�4R I!5 1-1,45 TREE PLAZA �� i�Ol�T 132 ot ° o A B B REV 1 A T I ON S 6 E N E R A L C O N D I T 1 O N S P R O J E C T T E A M D R A W I N G L 1 S T amp 9H:ET DESCRIPTION REV. DATE e PROJECT LOCATION ARCHITECT ' AB ANCHOR BOLT O.F.D. OVERFLOW DRAM TRADER JOE'9 JEFFREY T. TAYLOR,AIA T-100 TITLE SHEET REV.•I:02.04.16 m A/C AIR CONDITIONING OPNG. OPENING A. COORDINATION DP WORK 655 ROUTE 132 512 NORTH BROADWAY T-200 GENERAL NOTES 1 OUTLINE SPECIFICATIONS i _ AD ASPHALT CONCRETE PAVING DPP. OPPOSITE THE CHARACTER/SCOPE OF WORK ARE ILLUSTRATED BT THE WORKING SUB-CONTRACTOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, HYANNIS,MA. 02601 WHITE PLAINS,NY IM03 T-300 RESPONSIBILITY SCHEDULE A.D AREA DRAIN ' O.5 OVERFLOW SCUPPER ORAWIN69.CONTRACTOR SMALL CAREFULLY EXAMINE ALL THE DRAWINGS INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO PROPERTY OF PHONE: (914) 289-0011 A.F.F. ABOVE FIN15W FLOOR P.A PLANING AREA /9HA1 BE RE9PON91BLE FOR THE PROPER INSTALLATION OF HIS OTHERS CAUSED BY ACCIDENT AND ARISING FROM HI9 OPERATIONS WDER ALUM ALUMINUM P.G. PRE-CASE CONCRETE WORK 1 PROPER CON9IDERAiION FOR THE WORK OF OTHERS AND EXISTING CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY THE FAX(914J 289-0022 AC-100 ACCESSIBILITY DETAILS ANOD AN P.D. PLANTER DRAIN BIJILOING CONSTRUCTION. DO NOT PLACE DUCTS.PIPING,CONDUIT GENERAL CONTRACTOR•°uUB-CONTRACTORS.OR BY ANYONE DIRECTLT, L9-100 LIFE SAFETY"PLAN A.P ACCE59 PANEL P.P. POWER POLE OR ANT OBSTRUCTION 50 A5 TO IMPAIR REQUIRED CEILING HEIGHT OR INDIRECTLY EMPLOYED BY ANY OF THEM. ARCH ARCHITECT/ARCHITECTURAL PLATE PLATE AND CLEARANCE FOR LIGHTING FIXTURES.ETC.. CONTRACTOR SHALL D) TENANTS F'ROTEG7IVE LIABILITY INSURANCE WNALL PROVIDE OWNERS A.T ADPMALT TILE P.L. PROPERTY LINE BE RE5PON51BLE FOR THE PROTECTION OF EXISTING ADJACENT TENANTf9) /PLUMBIWG EX EXISTING CONDITIONS-FLOOR PLAN DID. BOARD PLTWO. PLYWOOD PROTECTIVE LIABILITY INSURANCE AS WELLAGE INSURE TENANT BODILY I ANY AND ALL LANDLORD B.L BUILDING LINE PLUMB. PLUMBING AND BUILDING FACILITIES. LIABILITY TO THIRD PARTIES FOR DAMAGES BECAUSE OF 80DILT M.NRT LIABILITY EX-200 EXISTING CONDITIONS-REFLECTED CEILING PLAN BLDG BUILDING PR. PAIR (OR DEATH RESULTING THEREFROM)AND PROPERTY DAMAGE LIABILITY OF OTHERS ROUTE 132 REAL ESTATE TRUST ENERGY SQUARED EX-400 EXISTING CONDITIONS-ROOF PLAN '•"'t BLKG BLOCKING PT. PAINT B. BUILDING CODES and REGULATIONS OF A COMBINATION THEREOF WHICH MAT AR15E FROM WORK IN CONNECTION WITH ATTN: MILL LAKE MANAGEMENT CONSULTING ENGINEERS D-100 DEMOLITION PLAN ' 7 BOT BOTTOM P.T. PRESSURE TREATED THE LEASED PREMISES,AND ANY OTHER LIABILITY FOR DAMAGED WHICH TENANTS S23 ROUTE&A,UNITY ONE INDEPENDENCE WAY B.11R. BUILT UP ROOFING R. RISER ALL WORK SMALL CONFORM TO ALL GOVERNING CODES 1 REGULATIONS. GENERAL CONTRACTOR AND/OR NUB-CONTRACTORS ARE REQUIRED TO ENSURE YARMOUTHPORT,MA 02615 PRINCETON,N.J. Jeffrey C.B CATCH BASIN R.A. RETURN AIR CONTRACTOR 5HALL FILE.PAT 1 OBTAIN ALL REQUIRED PERMITS AGAINST UNDER.ANT PROVISIONS HEREIN. SAID INSURANCE SHALL BE PROVIDED ATTN: ALLA14 SAMUELS RF-W ROOFTOP EQUIPMENT PLAN CD CONSTRUCTION DOGUMENT9 RAD. RADIUS (INCLUDING SUB-CONTRACTOR TRADES)TO PERFORM THE WORK.UPON IN MMMMUM AMOUNTS A9 FOLLOWS: PHONE: (508)315-0005 C.I CAST IRON R_D. ROOF DRAIN COMPLETION OF THE WOR CONTRACTOR SHALL OBTAIN ALL REQUIRED PHONE:(609)151-9655 EX7 101 K Taylor - C.J CONTROL JOINT RECP. RECEPTACLE APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL (A) BODILY INJURY.PER OCCURRENCE FOR PERSONAL INJURY FAX(609)151-9658 A-100 CONSTRUCTION FLOOR PLAN REV.•I:02.04.16 AND/OR DEATH lIJa20OW..b0 C.L CENTER LINE REF. REFRIGERATOR PAYMENT.OBTAIN COPY OF CERTIFICATE OF O TION-CO TO O E D L IV A-20 FIXTURE FLOOR PLAN REV.•I:02.04.16 Architect ,CLG CEILING REINF REINFORCED TO THE TRADER JOSS DIRECTOR OF CONSTRUCTION-COPY TO BE DELIVERED (B) PROPERTY DAMAGE LIABILITY IU2U0JTN00.09 A-200 ARCHITECTURAL DETAILS CLR CLEAR READ REQUIRED TO STORE MANAGER FOR POSTING IN STORE. E) T04ANIS BUILDERS R15K INSURANCE-COMPLETED VALUE"BIUILDERS RI5K CMU CONCRETE MASONRY UNIT REV. REVISION A-301 REFLECTED C L DETAILS MATERIAL DAMAGE INSURANCE COVERAGE:TENANT SHALL PROVIDE AN'ALL PHYSICAL COL COLUMN ROOF ROOF G. INSURANCE - BUILDING DEPARTMENT GENERAL CONTRACTOR A-300 REFLECTED CEILING PLAN 572 North Broadway GONG CONCRETE R.H. RIGHT NAND TEND'BUILDERS'RISK INSURANCE POLICE ON THE WORK i0 BE PERFORMED FOR White Plains, N.Y. 10603 CONC 0LK CONCRETE BLOCK RM. ROOM I. CONTRACTOR SHALL SECURE,PAT FOR AND MAINTAIN,DURING CONSTRUCTIONPOLICIES TENANT IN THE LEASED PREMISES AN T1 E POLICY TO THE BUILDING WITHIN WHICH $ARNSTABLE TOWN PRIME CONTRACTING A-400 NOT USED CON9TIR CONSTRUCTION R.D: ROUGH OPENING AND REQUIRED NG WORK WITHIN LEASED PREMISED.ALL OF THE INSURANCE POLICIES THE LEASED ONTRPRBIIBE515 R LOCATED. TONE POLIOT SMALL INCLUDE D,INSIDERS BUILDING SERVICES 6104 PHEASANT RIDGE ROAD A-500 INTERIOR AND EXTERIOR ELEVATIONS REV-1.02.04.I6 Tel 914 289 0011 40 CONT CONTINUOUS R.S. ROUGH SAWN REQUIRED AND IN THE AMOUNTS AW SET FORTH HEREIN. CONTRACTOR SHALL NOT TENANT,ITS CONTRACTORS AND AMOUNT OF INSURANCE AND LANDLORD,e9 THEIR �Iww C.W COLD WATER 9.A. SUPPLY AIR COMMENCE AN WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND ENTERED MAY APPEAR..THE AMOIAR OF INWSRANCE TO BE PROVIDED SMALL BE 361 MAIN STREET,SUITE PORT ORANGE,FL 32128 A-510 ENLARGED DEMO STATION PLAN 1 ELEVATIONS REY.•I:02.04.16 fax 914 289 0022 CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND I00t OF TINE REPLACEMENT COST. PHONE: (401)S32-0229 A-600 DOOR AND FINISH SCHEDULES REV.•I:02.0¢.Ib D.D. DIAM DRAM S.C. SOLID GORE TENANT LANDLORD AND TRADER JOSS MUST BE NAMED AD'ADDITIONAL NSURED.' HYANNIS,MA 02601 DI4 DIAMETER 9.D. STORM DRAIN ATTN: SCOTT MAURO "^` '•Pdl DIM DIMENSION S.F. SQUARE FEET CERTIFICATE OF INSURANCE'SMALL COVER ALL WORK PERFORMED BY HIM AND D. LIEN WAIVERS and SWORN AFFIDgvIT9 PHONE:(508)862-4040 ON DOWN 9N7. DAFFY EACH OF HIS SUB-CONTRACTORS AND ALL MAJOR SUPPLIER5. E-000 ELECTRIC OVERVIEW SHEET D.9 DOWN SPOUT 514r. SHEATHING CONTRACTOR SHALL FURNISH TO TENANT WITHIN 30 DAYS AFTER COMPLETION, E-100 ELECTRICAL LIGHTING PLAN 3 2. CONTRACTORS AND DEB-CONTRACTORS'REQUIRED MINIMUM COVERAGE AND AD CONDITION FOR FINAL PAYMENT,FINAL WAIVERS OF LIEN FOR AL ^� s DTL DETAIL SIPS, 51MILAR AND LIMITS OF LIABILITY: WORK PERFORMED l 1 FROM A 5UB-CONTRACTORS 1 MAJOR 5UPPLMRS E-200 ELECTRICAL POWER PLAN DWG DRAWING, 5.9. SELECT STRUCTURAL ' • r EA. EACH S9. STAINLE55 STEEL A) WORKMAN COMPENSATION,AS REQUIRED BT STATE LAW, E-210 ELECTRICAL ROOF POWER PLAN - Z -E.F EXHAUST FAN 5TL. STEEL AND INCLUDING EMPLOYERS LIABILITY ENDURANCE WITH A LIMIT U. E. QUALITY STANDARDS E-300 ELECTRICAL DETAILS AND ELEvgTION9 CO C'j Z �n ` ��•.qR�� E.J EXPANSION JOINT SYR. STRUCTURAL OF NO7 LESS THAN 1500pQ0.00 AND ANT INSURANCE REQUIRED TENANT ELEC ELECTRIC SUBFLR. SUB-FLOOR BY ANY EMPLOYEE BENEFITS ACTS OR OTHER STATUTES APPLICABLE ALL SUCH WORK SHALL BE PERFORMED M A FIRST CLASS WORKMANLIKE MANNER TRADERS JOE'S COMPANY E-400 ELECTRICAL.DETAILS � g T �� ELEv ELEVATION 5.15P. 5U5PENDED WHERE THE WORK 19 TO BE PERFORMED 45 WILL PROTECT THE 1 SMALL BE M GOOD 1 USEABLE CONDITION AT THE DATE OF COMPLETION E-410 ELECTRICAL PANEL SCHEDULES AND SMGLE LME DIAGRAM t 111 ATLANTIC AVENUE,3RD FUR. .Q. • EQ. EQUAL. TREAD TREAD CONTRACTOR AND MENTIONED ACTOR FROM ANY AND ALL LIABILITY THEREOF. 4 ALL PCT ECTS IN W GUARANTEE ALL WORK PEFOR ONE TO EA FREE E-F ELECTRICAL SPECIFICATIONS :O EQUIP EOI11P1'7ENT i/B TOP AND BOTTOM UNDER THE AFOREMENTIONED ACTS. FROM ANT 1 ALL DEFECTS IN WORKMANSHIP 1 MATERIALS FOR ONE(U TEAR BOSTON,MA 0211I. L7J E.W EACFN WAY T.C.B. TOP OF CATCH BASIN FROM DATE ALL CONSTRUCTION DPUNCH.OD LINT ITEMD HAVE BEEN COMPLETED 1 CERTIFICATE PHONE: (851)400-3351 1�" 41 ¢ S A EXIST EXISTING T.G TONGUE AND GROOVE B/ COMPREHENSIVE GENERAL LIABILITY INSURANCE(INCLUDING OF OCCUPANCY R REPAIR ISSUED.CONTRACTOR SMALL BE EEFOR NIBLI FOR TFIE MR.KIERAN STONE M-100 H,V.A.C.PLAN O it NAN$10TORS PROTECTIVE LIABILITY)OCCURRENCE M ANW14EAMOUNT R I LESSVOL REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY�ALL WORK r EXP EXP09Eo INK. THICK THAN 11000)260.00 FOR ANY DAME oCCURRENCE wHETTNER INVOLVING DIRECTOR OF CONSTRUCTION M-110 H.v.A.C.ROOF PLAN T.G.G. TENANT GENERAL CONTRACTOR DONE OR ECTIO NOF WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE H YEAR PERIOD. y F.O EXTERIOR BODILY IWIIRT LIABILITY(OR DEATH RESULTING THEREFROM)OR THE CORRECTION OF 5UG1N WORK SHALL INCLUDE.WITHOUT ADDITIONAL CHARGE,AL M-200 H.V.A.C.DETAILS F.D FLOOR DRAIN T.J9.. TRADER DOES PROPERTY.DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A F.F FINISH FLOOR T.O. TOP OF OF ANY 1 DAMAGES M CONNECTION Y B SUCH AGED OR REPLACEMENT,OR REPAIR M-300 H.v.A.G.NOTES AND EQUIPMENT 9CHEDULE9 AGGREGATE LIMIT OF 12p,20UdQ0.00 SUCH INSURANCE SHALL PROVIDE OF MIT PART OF THE WORK WHICH MAY BE DAMAGED OR DI9TIR5ED THEREBY.ALL Y ? F.G FINISH GRADE T.O.G. TOP OF CURB FIN FINISH T.0.9. TOP OF$LAB FOR EXPLOSION,CNSU E E AND UNDERGROUND CO COVERAGE.SUCH WARRANTED TS GUARANTEES AS TO MATERIALS IN THE WORKMANSHIP ON OR WITH RESPECT M-400 W.V.A.G.SPECIFICATIONS 1 O INSURANCE SHALL INSURE TENANTS GENERAL CONTRACTOR AGAINST TO THE TENANTS WORK WHALE CM CONTAINED M THE CONTRACT ALL INSURE TO WHICH FIM FIXTURE T.O.P. TOP OF PAVING G O D E DATA M-500 H.V.A.C.SPECIFICATIONS II F.L. FLOW LINE T.O.W. TOP OF WALL ANT AND ALL CLAIMS FOR BODILY INJURY,INGESTING DEATH SHALL BE 90 WRITTEN TWATLANDLORD G.AICN GUARANTEE OR WARRANTIES SHALL INSURE TO THE if RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY BENEFIT OF 80TN LANDLORD tNND TENAM,d9 THEIR RESPECTIVE INTEREST APPEAR AND o U FLR FLOOR TYP. TYPICAL OF ANT KIND WHATSOEVER MID TO WHOMEVER BELONGING AND ARI51W z Q -; F.O.G. FACE OF CONCRETE U.G. UNDERGROUND FROM HE OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH CAN BE DIRECTLY ENFORCED BY EITHER. P-O'0 PLUMBING OVERVIEW SHEET REV.•I:02.04.16 UNLOADING OF OWNER SUPPLIED MATERIALS.ANY DISCREPANCY OR BILL OF LADING EXISTING TENANT SPACE PROPOSED TENANT EXPAN910N F.O.M FACE OF MASONRY U.N.O. UNLESS NOTE D OTHERWISE P-100 PLUMBING PLAN REV.•I:02.04.16 IK m i FP. FAGS LA STUD OPERATIONS ARE PERFORMED TL TENANTS GENERA.CONTRACTOR, OR DAMAGED GOODS i0 BE SEEN TO THE TENANTS REPRESENTATIVE WITHIN THREE(3) O UHF. UNFINISHED USE GROUP M M Z 6 FP. FIREPLACE `y WATER SUB-CONTRACTORS,OR INDIRECTLY EMPLOYED BT ANY OF iHEIM. BUSINESS DAYS. - P-200 PLUMBING DETAILS U F.P. FIN15H PAVING GENERAL CONTRACTOR:ALL BIDS SUBMITTALS MUST INCLUDE ACTUAL(OR ESTIMATED) TYPE OF CONSTRUCTION JIB JIB P-300 PLUMBING SPECIFICATIONS m m F.R.T. FIRE RETARDANT TREATMENT W/ WITH C) COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE. ZZ FT �� W.G. WATER CLOSET INCLUDING THE OWNERSHIP.MAINTENANCE,AND OPERATION PERMIT FEES(OR SPECIFICALLY QUALIFIED AD EXCLUDED'FROM BID). NO OF STORIES STORY STORY P-400 PLUMBING RISER DIAGRAM REv.•I:02.04.I6 V N d. FTC. FOOTING WO. WOOD OF ANT AUTOMOTIVE EQUIPMENT,OWNED,HIRED AND NON- COVERED MALL(TM) N N X GAS GA9 W.N. WATER.HEATER OWNED IN THE FOLLOWING AMOUNTS, • W W.I. WROUGHT IRON FULLY SUPPRESSED(TM) r r GA. GALL 11,481 a n. B,21z «. 9P-100 SPRINKLER PLAN GAL. GALVANIZED W/O WITHOUT (I) BODILY INJURY.PER,OCCURRENCE FOR PERSONAL INJURY FLOOR AREA q• C SP-2 SPRINKLER NOTES AND DETAILS Z Q -' G.G. GENERAL CONTRACTOR W.O. WHERE OCCURS AND/OR DEATH: IIA120)'A20.00 THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES, G.1. GARBAGE DISPOSAL W.P. WATER PROOF (21 PROPERTY DAMAGE LIABILITY: IUAACONTR FA-100 FIRE ALARM PLAN AND SPECIFICATIONS G.I. GLASS 2T?D IRON W.W.M. WELDED WIRE MESH MUCH INNIIRANCE SHALL INSURE THE GENERA.CONTRACTOR AND/OR J GL. GLASS YD. YARD G6TW ADDITION OF AMEND NU9ETTE9 9747E BUILDING LADE,le0 CMR .. G.M GA9 METER 6TN ADDITION MID AMENDMENTS y Q W_ 7 N GYP.BD. GYPSUM BOARD L O dt 2002 NATIONAL ELEGTRIG CODE(MASS ELEG.CODE GI'MR 5211 N.B. HOUSE BIB COMMONWEALTH OF MA55ACHU9ETTE9 FUEL GAS AND PLUMBING X 111 Ul O�•j H.C. HOLLOW CORE CODE 08/22/51 EDITION AND ALL AMENDMENTS Ul j Z HD. HEAD S1' M50L5 KE 'T' PLAN LOGAT ION PLAN MASSACHSETTS FIRE PREVENTION REGULATIONS CMR 521 Q H.M. HOLLOW METAL .: HT. HEIGHT " - HP. HANDICAPPED BOARD CODE OMR 521 1� •� + THESE PLANS COMPLY WITH THE PROVISIONS OF ARCHITECNRAL 4GGE99 e W jQ'�� H V.A.C. HEATING,VENTILATING,ANT ""�� T {( �+J t [- ^ F = 6 AIR CONDITIONING A BUILDING SECTION �y •. C r4; O UE m 6 H.W. HOT WATER A-U REFERENCE'ORAWING INS. INSURANCE -_ INT. INTERIOR WALL SECTION y, LU m J. JUNCTION BOX <A�— A 4/ n� THESE PLANS COMPLY WITH THE PROVISION OF TITLE III OF THE VENDOR'9 CONTACT LIST U LAV LAVATORY V REFERENCE DRAWING r \ J °•� ,� -AMERICANS WITH DISABILITIES ACT-(ADA)PUBLIC LAW 101-j36,FOR LB. POUND 1 f( �'�^ �p'� HANDICAPPED ACCESSIBILITY FOR CUSTOMER AND EMPLOYEES DOORS m LL. LEFT'NAND pe DETAIL No. 1 n" h S~-.`'.. SQUARE x�ART STOREFRONT DOOR REPAIR-PETE iRAVATO P:(1 H/B62-B3T F:(1H)862-8811 LL. LANDLORD / • ��• SALES AREA 1185 SF DYNAMIC DOCK 1 DOOR-BRET LEVEILEE P:(4B)131-114 F:(40)136-855% U.1 � p m Q LT. LIGHT R-1 REFERENCE DRAWING ` ) L' e _ MATL. MATERIAL (U{'1 �"-- _ MAX MAXIMUM RETAIL AREA NAME / l_i !+ J +.J�J ]t i� _ • /�i/' _ MIQCKa9 AREA 1,141 90 SIGNS a Q 0 IL 1~L M.B MACHINE BOLT ® .. . !� -Y` Q �`I'4 / �`-f� _= TOTAL LEASE SPACE AREA. o MC. MEDICINE CABINET ROOM No. 'er.Y.} S ., 4 q 8 D M.G. MINERAL CORE .�+ i,-� -,y 2'� C B'212 9F ACCESS SIGNS-TAM MI DERK5ON P:(888)699-6866 X 205 MECH MECHANICAL _ _ p p EXIT K.CE99 TRAVEL DISTANCE DAFFY NAME MFGR MANUFACTURER I DOOR No. Y(Sj \ b BROADWAT NATIONAL 9KN CO.-MIDREA 9MITN P:(63U 131-3140 EXT.246 H.N. MAN HOLD O j m•, 1 '�'�4 / - �`J 3 C MAXVU➢M TRAVEL DIVAN PERMITTED 290-P FEEL HIM: MINIMUM M.O MASONRY OPENING REVISION No. f g of us �L E. - �• _ MdXll'IIBM TRAVEL DSTANCE ACTUAL 4-B3'-0 FEET HVAL TITLE 5NEET M.R M019TURE RESISTANT DESIGN OCCUPANT LOAD CE9.ING-AN7HONT LAI P.(866)106-2641 EM.22B MTL .METAL T. Gw„•G�eA. -l'T tw�� $ - = _ - T• e, SF/PERSON • PERSONS N NORTH A COL GRID No. 3.... _ • 3-a _ �' 9ALE9 OCCUPANCY •II,B5 9F/30••312 PERSONS REPRIGERATION DWG.NO. N. NAIL - m.. . J J d �=-! • - - - o STORAGE OCCUPANCY 1,941 9F/300. 9 PERSONS NATURAL GRADE 4 T A.G # - J IMISC.OTA OCCUPANCY 910 9F/300 2 PER5CNS HILL PHOENIX-DENNIS (S4S) T'-6656)(549) 83 � NJ N.I.C. NOT IN CONTRACT -„£-v NO. NUMBER l.�.c-�i•"1 r�...��..... -tiJr ��.a.":."'N TOTAL OCCUPANCY 380 PERSONA NOM NOMINAL. INTERIOR ELEVATION FrRES9 WIDTH KT90R-DOIY RUFF P:(9491 916-6696 F:/949)916-6616 N.T.S. NOT TO SCALE A-I REFERENCE DRAWING ALL EXIT NEW/Ex19TING DOORS 44 O/ OVER TRADER JOE9 INCHES/ SPEAKER SYSTEM p V CA. OVERALL _ 659 ROUTE S TRADER NOES SHALL BE PROVIDED WITH PANIC PERSONS PERSON TOTAL O.C. ON CENTER r5 ROUTE L3 685 ROUTE B2 /61111F.ACITY REQUIRED FOR DOORS 380 z 0.2 lb INCHES 509-RE BULLARD P,(916)511-M12 F,(916)632-SB43 O.N. 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EB 2 5 201 S EKPIRATIOlL 0&3 TRADER JOE'S AREA OF RESPONSIBILITY .y NOTES! - NOTE": P FURNISH F FURNISH 1 IN"TALL IN5TALL ' B'E40TW COMMENT5 e•BOTH COMMENT5 Joee `� ecwEanF B PLIrEIrG PFroLmON e LAYOUT S WATER MAN SERVICE TO SPACE B GENERAL PEDLITCIN/REMOVAL B B SWITATION WASTE WRNCE TO SPACE g 1TMP EXTERIOR BARRICADE B PLUMBING LINES(WASTE,VENT.4 WATER) B B COMPACTED FILL FOR FLOOR SLAB B LLI TOILET ROOM PLIPIBNG FI%fURES g CONCRETE BLAB B EREAK ROOM ROOM P11P10NG 1 1-1 E CONCRETE BLAB SEALWG B NOT WATER NEATER B EXTERIOR CONCRETE PADS WA MOP SW WI ACCESSORIES W E%TERDR CONCRETE N.C.RAMP WA DEMO ROOM FM.UBRG FI%NRE9 F I i1 C NCIETE CUTTING/TRg1OE5 B vAOJM SYSTEM PIPING B CONCRETE CIIRNG/EXTERIOR WALL OPENING WA MINING,POMAN F I STEEL LNTELS WA DMERVR BUILDING WALLS 4 FIN JE9 B STRIDIURAL STEEL B E>("IOR WALL-INTER,METAL 5nm 4 NSULATION B NS 11ON•EXTERIOR WALLS B EXI RIOR WALL-INTERIOR GTP.W0 4 PREPARATION B READY FOR FWISE9llEVF1 41 PRONG DOOR ROIIO4 OPENING WA INTERIOR PARTITIONS(METAL STD 4 GYP.BD.) B B AIIiOIATIC DOORS 4 GLAZING B PER TRADER JOE9 SPECS COL"ENCLOSURE B Q m 1 VESTUSLE FRAMWS 4 GLALWS MODIFICATION B ALL E 1143 A BFPORT FOR°ELVING B ROLL-UP DOOR AT RECEIVNG WA ELIASJN DOORS F I N FINAL CLEANSG B DOORS AD HARDWAFE(BEE SCWDlU) B B W O AC.i. CEILING B PLYWOOD FOR ELECTRICAL PANELS/SIDS B IS w PREP CEDAR WALLS-PAIN BLACK B STEEL 0DRIER9 GUARDS IN BACK ROOM B Z pAmT B TOILET R ME F I w LVELK STAND AID Fl%IIIRE COVE BABE B !r'%m PVC,C TUB TUBE FOR SAILER B W METAL BASS ON BO>&9 B ACCESS PA&1S FOR VACIIPI 8T91ET1 B 4'vRNtt BASE ON S4E8 AREA WALLS B n/ FBRG.vA]4M 9TS.PIPE BOXM�EA CASE l➢ff g DISPLAY SELVES(RSV Me" B � PNRST AD KIT I CART CORRAL AT STORE NT FRO WA Z CEDAR PLAWNG F UP CART CORRAL AT PART Nm AREA WA w vPIYL FOR DEMO AREA B Jeff 7r ey C -FAg•ROOF EQUIP.SUPPORTS WA (1 RNEUER SWLF SO/DIVDER PAWLS F I Taylor FIRE WM USERS AND 91ON9 B IL FIRE DOOR PAID HARDWARE B RR TRADER JOSS SPECS Architect n, MOP HOLDERS F I lL MOP 9RK 9VELF B 0 METAL SAW H ISAC.KROO'I F Q SPEAK ROOM CADWIS B ROOF LADDER B PER TRADER JOES SPECS U DECK STAND 4 BRIDGE DESK CAgPET INSTALLATION F I - SIGPPING CART WARNNGSrtb(S) F BRIDGE.fAW1— B 572 North Broadway White Plains, N.Y. 10603 TOILET ROOM CABNETS AWJ MIRRORS B - tel 914 289 0011 ALL PAPER DISPENSERS F I fax 914 289 0022 4j= TOILET ROOM GRAB EARS B _ FIRE E%UtYaUl91✓823 DEMO STATION(CAIDWIS 4 S.S.COMERTOPS) B N DEMO STATION TOWER F I • Y V IZ 4 VERT.OAK TRM DN WINE SECTION DISPLAYS F I - COORDINATE LOCATONS W1 TM REP G min A� HORIL 4 VERY.OAK TRIM ON BREAD BECTTON DISPLAYS F I -ORDINATE LOCATIONS W/TJB'REP .'.t EASY CHAKANG STATION F ELECTRICAL OEMOLT B ED CAP SKWN HOLDERS F I ELECTRICAL WLD OR TER F I VACUM SYSTEM PIPE BLOCKING 4 HANGERS B _ PHONES,INTERCOM 4 SOAD SYSTEM a 4XB PLYWOOD PANEL FOR TELEP�/DATA B '•.. �i i v,? UR 4 PWLSTRNGS FOR TE.EPHOW B 'A. .tf- NSTALL AND PROGRAM AUTO DIALER U ,EIPORART LIGHTS B �v �� ALL INIERAR LIGHT FI S 4 LA In P �� ETERIOR LILT FIXNRES B 3r.. EEC.WCO P 4 COHIR0.WRSG ON REPRG.EGER. B W - UBE.N?]RP,CQS�L Tar 4,Bew1YIlOBB BLPBIT 0 REFRIGERATION ElAIF'1'EJ7 ROOF 9N'POR79 B w_ ELEC.FED FOR EXTERIOR 5"AdE B - - - - - - REFRIGERATION SWIFiEIT B O ELECTRICA-BERI`2E 4 WIRE B _O TEAT TA E ON RESEN£Fit f.OT.DgNSAre LNE9 E FNAL COTtIECT ON BY TAC. G Z Z a m w BASE PRE ALARM 919181 B � BRIDGE RE1RI3ERATOR ALARM PANEL F I EECTRICIAN TO RW WIC — TEIANT EP�P.A DEVICES B B REFRG COIIDEl8/1E LIMES B FINAL CONECTON O FIE AL/AM B R]CF PBERAOB 4 PSW Pwmn WR fem RJPITT B DIR(AIT FOR FLOOR POLISH MACNVE B w REPRG WRITERS B WON SOLBGD FREEZER DOOR SW1C4 B RERG DOOR CURTANS B `0 6 6 �FICATIDN OF FAiLt O W4m B WITH LOCAL AUTHORITY � REFRIG M ERATION BERS B ' ♦Q 0 .. R"Q� r ENERGY M.VG STSTT31 B FREEZER BOSS SELVES B W so y p UNj ry 1� XWIN O w W O Z ICAL DEMOLITION B Q .+ ICAL ECIUPMENT ILWS)4 MAN TRLW B SEE I'ECHAJICAL DWGS FOR EXACT WIT SPECS 4 REM Q MECWNOR 10 O N a) 6 CODE&ATE RPM Po Mia N ICAL WITS E PER TRADER DOES SPECS EMS SENORS 4 EONPPER B W ELECTRICAL OR ICAL COMRACT TO INSTALL �} � ME04AICA.MAN 4 BRANCH DUCTWORK E BEE MEOIANICA.OWLS FOR EXACT WIT SPECS 4 KOM ORDERING HGH°FEED INTER-ET SERVICE B MSC, lICAL MAN I BRANCH BNBULATION B w COORDNATICN EMS DELIvERT/INSTALL DATES B .�W�/ W 411 0 Q MEC"ICA.FLEX"UPPLY 4 RMIR4 DUCTING B .}(—� AUTODALLER FOR EMS B �! u C°' — _U 5112 TAT.RMIDBTAT,BBWft 4 Ml TORS B \V l EMS CONDUIT 4 WIRE T-STAT AD WHDISTAT WIRING B POWERLSSC LGMIW PANEL B -n N ZOLE DAI-IPERS,POWER CLWITFOLB,4 WRING B V/ BRIDGE ALARM PANEL ES-BX 4 ILO BOAFZD ELECTRICIAN TO RW ALL WCEB55ARY WIRE 4 MAKE TE MNATON COTWreCIIONB U S O) zED Q QMEPWNDA.DIRUSERS B EMS COORDNATIOI WIN TRADES B O 0_ Z LL 3 LL . SPRINKKLER MAN TO SPACE B Z START-LP 4 CONMISSONEG ell SYSTEM e (L O 0 1 4 1 STORE CREW-EFB 9T91ETI B SHEET NAME BPRSA4IER BRANCW PPNG B 1!-! w SPRIWCLER UP-RAM HEAPS lIF Rem pm) B E SP ON S I B I L I T 9PRSS(LER PETDANT DROP 1EADS 0 w '/••s� WHIvAcxM AIR O. F Ott V��D�� HEATED 41R ORTAN AT VESTIRv4 e B 4 AIR OSRTAN AT JZEC 11.,M B Z DWG.NO. w i W 4•ma 4"nar 4"max 0&6TRUCTING OBJECT 5 � PROTRUDING r- E OBJECT L— -- I m -- 9m E® 4•mar d'max zb L-- Xx 12" E 39'min 417E OF CLEAR FLOOR SPACE FORWARD 6max 17-25 x d•max d•mar x". 1 X�1r 80 min BU min , � elevation plan _ I d TOE CLEARANCES ca) ml } POST OR X PYLON LIMIT OF PROTRUDING OBJECT POST MOUNTED PROTRUDING OBJECTS E I E 24 min , r I I ,0 8 min 30"min PARALLEL ` M NG FORWARD IL ANEEVERI CLEARANCE IN AN ALCOV= n ^I 36 min E 9 main ,2 min 12 min L LL' T-SHAPED CIRCULAR "€ I 25ax I 11 mmin e ILr W NOTE:FLOOR SURFACES OF A TURNING SPACE SHALL 48-min ' la) (a HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL elevation plan COMPLY W/SECTION 302 FOR CHANGE IN LEVEL KNEE CLEARANCES PARALLEL �+ REDUCED VERTICAL CLEARANCE o r TURNING SPACES. POSITION OF CLEAR FLOOR SPACE KNEE AND TOE CLEARANCES PROTRUDING OBJECTS 5o 20"max >29'-25"ma A �_E �E ' 4" a d"max IAltll LS E ae'min 'dy I��f(It�.lnll6^' Jeffrey a'max a'max D-24 max Taylor (a) Col la) (n) 62"min 42"min I. Wail. Architect H O H UNOBSTRUCTED FORWARD REACH RANGE OBSTRUCTED FORWARD REAC UNOBSTRUCTED SIDE REACH (OBSTRUCTED NIG SIDE REACH x<as x<ae 572 North Broadway CLEAR WIDTH OF ACCESSIBLE ROUTE CLEAR WIDTH AT TURN White Plains, N.Y. 10603 FORWARD REACH SIDE REACH EGRESS PATHS tel.914 289 0011 fax 914 289 0022 CdNAR_eCT=_R PRo?oRr1OHS, CdARACTERB SHALL BE p ARE OF SELECTED FROM POINTS WHERE THE WIDTH OF THE TRARY UPPERCASE LETTER b-18 99 PERCENT MPIMJM AND II 1j E .� PERCENT MAXIMJM OF HEIGHT THE OF THE'U= Ln _ - FIRa AIAIOT 6Z 4, Fnm HAIv, i_�J LETTER 9' I� T— .aslvO°e AREA OF % ,� „ —FcecaN ��It S' r y8 I © REFUGE Tauwnctem RAISED SYMBOL 85 J8.(PICTOGRAMB),LErTERB AND �r S• SHALL BE RAIB®V!2 M.ABOVE THEIR n'�^SAT KI pc'� t S to �" PM UPPER CABS,SANS SERIF TYPE f T BE ITALIC,SCRIPT,HW LLY DECORATIVE, N 3 FORMS)AND SHALL BE ACCOMPANIED WIT Cb aka p § s Jam' BRAILLE. Nr LMHT bY11G1 cwnox Ta• - � Te,.aNw4: � ►..•.. ND o 7— <o a nem DATA M_ $ RAIBW aT g o owner m e� 4,y Ir- LEAST 9/S IN.fle FMJ HIGH.BUT NO HIGLffR CYRPI4 DATA ' b - rIC'1LVIVPI MM). FQ1D PICTOGRAMB,SHALL BE ACCOMPANIED BY x I I POSITION OF BRAILLE HEIGHT OF RAISED CHARACTERS VtT.BA1.DESCRIPTION PLACED DIRECTLY TYPICAL LOCATION FOR OUTLET, TYPICAL LOCATION FOR PICTOGRAM. THE BORDER DIME481014 OF THE LIGHT SWITCHES,THERMOSTATS, POWER,TELEPHONE,OUTLETS, TYPICAL LOCATION FOR FIRE HEIGHT OF TACTILE CHARACTERS SHALL BE 6 IN.(02 MM)MINIM M OF HEIGHT. 16 FIRE ALARM,ETC. DATA,ETC. ALARM DEVICES ABOVE FINISH FLOOR OR GROUND BRdILLE FOBmON,BRAILLE SHALL BE P08ITIONED GENERAL MOUNTING HEIGHTS THE ILLS SMALL BE Pa TEA.IF BELOW IS E ENTILE TE g BRAILLE SHALL BE PLACED BELOW THE EMIR TEM. BRAILLE SHALL BE SEPARATED AC INCH MP APT) CH(91 - - _ FROM ANY OTHER TACTILE CHLARACTERB AND 3/e INCH l9.9 � d) —, i� r�————— I ro•IFJ-EMMENTS FROM R.AIBED BORDERS AND DECORATVE N a E 18"min ' i i •E E 1 'E OF SKa4B SHALL BE 6WBHELI-FINISH AND ODKTRAST, T14E C�M4T�TE,OR OTHERTIERS AND N R w Z Q W r I n 36"min � �41-n I FN1BH.CHARACTERS AND STMBOLS SHALL CONTRAST WITH 37'MIN 37'min ---- ITHEIR BACKGROIAID EITHER LICM CHN24CTER8 ON ADARK -1BACKGROUND OR DARK CIARACTERS ON A Lr*n `^BACKGROUND. ' ♦Q ILJ -- -- MOIINTII4G LOCATION dJD LIEIGMfT. WHERE PERMANENT X u1.W O m I7P` DENTIFICATION IM PROVIDED FOR ROOMS AND SPACES, _ SKINS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE W Z FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE LATCH BIDE OF 77$DOOR. VMERE THERE 18 NO WALL O Z SPACE r0 THE LATCH 61DE OF THE DOOR,NCJIDNG AT \t!) WITH BOTH CLOSER AND LATCH OCmLE LEAF DOORS,SIGNS SHALL BE PLACED ON THE w Q Q - ------1 NEAREST ADJACENT WALL.SKdNB SHALL BE LOCATED 48 rr HINGED DOOR SLIDING DOOR rr----- -----� r----- INCHES(1220 I•M)MINMA,ABOVE THE FINISH FLOOR OR D I GROUND MURFACE,FEABUREp FROM THE BASELINE OF THE V) m r----- I I I I r1I I ws12"min 1 L12� `e zd'min 1 1 � MAAX JM AB lVVE THEE FINISHTI FLOOR oR GRO M zSLRFACE. W K m k 0 I E E 1 - 1 24"min I E 24"min E MEAOIJRED FROM TINE BASELINE OF THE HKa/E8r TACTILE Y 'n - E in a m CHARACTER. U zz'min zz'min e I H MNouNrNG LOCATION OF II20,TACTILE SIGNS SMALL BE N n e --- --- " LOCATED 80 TF" A CLEAR FLOOR SPACE OF IB INCIEB CENT MM1 ON THE T IB INCHES l4TB EMimiRS AHEM, xq m 36"MIN CENTERED ON THE TACTILE G OP SWING IS FRONDED U Q BEYOND.THE ARC OF ANY DOOR MWNCE POSITION. . W ..0 LL zz LL CLOSED POSITION AND 49 DEGREE OPEN P081TIOH Ix m Q FOLDING DOOR DOORWAYS WITHOUT DOORS SYMBOLS OF d ACCESSIBILITY:FACILITIES AND ELEMENTS ET a O a REQUIRED C Be IDENTIFIED AS ACCESSIBLE BY CHAPTER SHE NAME HINGE HINGE APPROACH,PUSH 910E LATCH APPROACH,PULL SIDE LATCH APPROACH,PULL SIDE LATCH APPROACH,PUSH SIDE LATCH APPROACH,PUSH SIDE z OF THE A APPROACH,PUSH SIDE A SHALL UBE THE INTERNATIONAL By"BoL of r_I KAR WIDTH OF DOORS WITH BOTH CLOSER AND LATCH WITH CLOSER WITH CLOSER ACCESSIBILITY PER SECTION 103.1.2.1. MANEUVERING-CLEARANCE AT MANUAL SWINGING DOOR --- S r-- r-- r----- I I� :LE I I 'E �---� - _ _ � 12 MIN P 22"min 24 mine i E m x>a x>8 E ACCESSIBLE SIGNAGE DWG.NO. -- --- --- e i i Q i� 6'mn i--- --- GENERAL NOTES I• FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCFI APPROACH �———-4 �——— X>8 NG< � _ •' I-,e" us SRAM GE AT SLID I OR FOI DING DOORS — FRONT APPROACH SIDE APPROACHI egg g� • PULL SIDE PUSH SIDE WITH BOTH CLOSER SH SIDE,DOOR PROVIDED DIDLATCH �: DOOR AND GATE CLEARANCES MANEUVERING CLEARANCE AT DOORWAYS WI UT DOORS G 0 EXPANDED EXPANDED IA EXISTING 2 3.I EGRESS KEY EXIT SIGNS a EMERGENCY LIGHTING !3£VERAGE ® COOLERFREEZER SYMBOL DESCRIPTION MARC SYMBOL MFG1 MODEL � Y DESCRIPTION VOLTS LAMPS MOUNTING LAMP TYPE _ LITHONIA DIR=_cTIaN of mareL EXIT ® I�ierreRa 9Nr. I'°`ERSAL •• •�•• L-s w 3 R.—I PL N SURFACE L.S. w/OYE rleRr a-9m0 1 LITHONI4 LED EXIT 6KN SEE WIVER9AL ° NOTES: EXIT LU16 W 3 R wm?il M N E��1'1RSSFR E TT. - SURFACE LED. _ - - - - R I.MAINTAIN 3'-8"CLEAR PATH BETWEEN THE EXIT 1„1 LEA IA EME�81C TLIGHT SEE 9 pry m .o ® DOORS AT ALL TIMES.MAINTAIN V-0"MIN.CLEAR (uV m_HEAPS,_ -- � ° EXIT PATH BETWEEN FLOOR FIXTURES _ ' EXIS7ING �E .. .� MEN'S 00 — ----- PATH OF ANT 1m1 a �(I •......... ..... .. .................�-----Y -' j ———————�— .0 DISCI HANMATCH 9 HO ARCHITECT EW.IINEP ER PRIOR H� �A OCCUPANCY LOAD AND REQUIREMENTS '. TO SAL DR.EL DI" 191'- ACTUAL TRAVEL DI9T. DEMO 9L%IAT�FEET SUMMARY �DIFiED 10"0'MAX-, �� ° I ° SALES AREA 11,155 8F 103 I ® STOCK/RECEIVING AREA 1041 5F EXISTING i o MISCELLANEOUS 510 SF r TOTAL LEASE SPACE AREA. U212 8F i -- • EXIT ACCESS TRAVEL DISTANCE W ..1 52'-0°TO 91I,DR.116'-0"•ITS'-0" -._:`- DEMO ® E • ••� 1 �••••• MA,XM M TRAVEL DISTANCE PERMITTED 250'-0" FEET 6' .E ACTUAL?RAVEL T'ARfISr ,[ .............•........................I�. I O MAXIMw�I TRAVEL DISTANCE ACTUAL ./-153'-0" FEET pRIT MAX-) EXIT 03 DESIGN OCCUPANT LOAD W I • ------- ---'- ----- - ---- lii • • j _- /PERSOIJ • PER"."'0" _________._______ _________ _______. • ____ _________-_____ SALES OCCUPANCY •11,155 9F9F/30.312 PERSONS E --------------- ------f== -------------__ ------- --------- --------------- ---------- ---- ------ __—__ — ,-_-_-_- STORAGE OCCUPANCY IS<l 9F/300. 5 PER9CN9 --_ , ® . MISC.OCCUPANCY 510 SF/300. AERSONS �\_______ ::.• ................ .... Y....... ..............• .........L.. TOTAL OCCUPANCY 3B@ERSON9 i i ' )=�S9 WIDTH Q H --_ ••-_-•••_•••-••• •• • --�8lUT -••• ..................... - � •_ EXIT -___ D.I ALL EXIT NEW/EXISTING DOORS SHALL INCHES/ ZOZ O • _-I - BE PROVIDED WITH PANIC HARDWARE PERSON'.PERSON TOTAL O ----------- ••.• EGRE88 CAPACITY REOUIRED FOR DOORS 380 x 02 . 16 INC 4ES N_ 1 • EXISTING EXPANNSION I �.!• i AC 1 - MIE NI�MUMB CMIMBER OF EXITSAPACITY ��PROVIDED108 INCHES > O %' - ••• ii OCCUPANT REQUIRED PROVIDED z OCCUPANT LOAD AND REQUIRED EXITS LOAD EXITS EXITS 500 2 ACTUAL.OCCUPANT LOAD AND EXITS 380 2 emu I • it • i f__ i ii--Op -—-— LN Jeffrey Taylor �;► �eTi i i Architect 572 North Broadway i I I White Plains, N.Y. 10603 11 914 289 0011 '9 Ir %• I Ze tlr fax 914 289 0022 C ♦ ` \/ II I i I . �-- Gt S 1 I • I r RNG CEXISTI EXPANDED � . SALES AREA SALES AIREA • C s D II II u1 0`qa —eI �y Y EXISTING EXPANSION I t I� �� I '• • �� Cit .. by—_—_—_ —_—_—_—_—_—_—•.• ----------- ------ �/ •�•• m EXIT. Y g 6 EXIT m I �k••• I MODIFIED • II • ' •..• PLATIFOR11 —-—-—-— - Nam, — _— _ _ '� ^�Q r .. L < i tu IT® o z I- I W�Q�Q EXISTING ———— ---- ---- ---- - O --� -�-// -- — -� �0d)— m 6 �EXIT� WS i m — ��-- a— ----- L------� m -- _{ ---- ---------- 0 = LL Q I L_ LL m rc I I 1 SHEET NAME cl cz c c N LIFE SAFET o PLAN DWG.NO. g��gg9wig • I O LIFE SAFETY PLAN r) SCALE:1/6" XE I5TING X� 15TING EX15TI 5TOCKROOM 5EVERAGE S DATE OF 9URVET - .10'-6^Ac.t.CLG. COOLER F - j INTEGRAL COLOR —,—. XIE STING FLOOR SLAB �O 10/08/15 • HA AY I LI E OF EX. EXTERIOR H05E BIB ."5LAB I CANOPY ABOVE FA PULL-BOX m EXISTING TRADER JOE SPACE =11,292s SO.FT. .31_10=; EXPANSION SPACE =1,9IS SOFT. H.5. m.6,-B. C.rl - - O 3'i0'X 1'-0"N.M BOx-OUT FOR TOTAL LEASE SPACE =13,216 SOFT. O DQOR WITH PANG INCOMING DOMESTIC WATER AND WATER _ a o l SUSPENDED ELEC. METER ITOP m.2'_I•) LIHITING CONDITIONS-EXPANSION SPACE. r_ �__________� r41 O XSTI T01 9 TRANSFORMER- WAINSCOT a' -OTT m=�'-0" I _n'AC.T. XISTING N AY (LP II C G. 30 KVA al0'-5°AC.T.CLG. 2 B fGA91 F' RG0 PERGO 1.HEIGHT TO UNDERSIDE OF METAL ROOF o VI YL/WOOD VINYL/WOOD DECK ABOVE:+16'-4'A.F.F. • (TELE (LP2) (GAS) FLOORING FLOORING p X T I F )(CP)(FP -- 2.HEIGHT TO UNDERSIDE OF OPEN WEB LL 0 5 =-- �/�/ STEEL JOISTS (RUNNING SIDE TO SIDE)m W �.t•-�•G.B.CLG. \�/��C I Ti— CRECErTAC-A1 4'-0"H.FRP / / ---12' ! +14'-9°A.F.F.XIE 3iINJ M0 _____ __L_ 3.9PRINKLELR BRANCH LINE m Jg�•2"SANITARY LINE A.F.F_(AT BOTTOM OF JOISTS) XDOWN THRU SLAB CACCE =--= ', 4.BUILDING 19 FULLY SPRINKLERED.EILiNG PANEL __ v H E XIE STING f ami — LFrZEXISTING TRADER5ALE5 112 QELEC.DISTRIBUTION PANELSX (A)-600A.MDP m 2l'1/48OV. � di 0 T _—_—_ _— ----_—_—_—_—_—EXISTING 1 _ _ _—_— _ ��, m (5)--15 KVA TRANSFORMER(FLOOR — - -- - —�SALES AREA I - -- It E MOUNTED)j. CEILIN RAT COLOR CONC.FL R SLAB STINr- CEILING HT: +10-5 4.F.F. OIQ ALL PLUMBING TO arA i A LED LIGHTS(RECENTLY REPLACED) CEDAR'SWING B (L p,r BE REMOVED BY• GATE AT ZL.L.AND CAPPED 9TORAQE m d 4'4' AREA EXPANSION AREA ELECI4d, Q4' (HP)225 A. m 2„/48OV. Jeffrey 30 CRKT.CAPACITY(15 USED).—_-------_— —_ 4, I _— I _—_ _— ' _— _ —__ INCLUDES: la l�r - -J i- ' -—- -- —-— 60 AHP(3)POLE FOR Tx-FORMER 12' I , —� I H.C.WD. 40AMP(3)POLE FOR RTUMEAT Architect _ —_—_ _—DOO(�_—_—_ —_—_—_—_—_— _ — __ Gz 20 AMP(3)POLE FOR RTU PROGRAMMABLE 572 North Broadway HONEYWELL' I ALL THE REST ARE SINGLE POLE.20 AMPWhite Plains, N-Y. 10603 4' THERMOSTAT ` ' BREAKERSte1 914 289 0011 SU5PENDED ELECTRICAL TRANSFORMER- 4'4' r fax 914 289 0022 ! BOTTOM m.�'_0°A.F.F.30 KVA. 4 4 4 4' 12 ar4,4 1 ELEC.DISTRIBUTION PANELS� fLP)a0m A.m120/4'4' 1 I 30 CRKT.CACITYl23 USED).12'I 12' 4. rw• S AND SOME LIGHTING) �� R y, --- --- - --- -- - -- — - G.I yT' �' Vl 4 4' ___ I _ _ _—_ _—_ _—_ _— � _— 4 4 d " g 4,4, 4 1 = , EXISTING a8 I II I SALES AREA 9 I - y► J_ ' a' rs y _� r 4' I I j 12 2'K2',AC.T.CEILING r l j }git I 1 4' 12' i I 12 rm r." j I C i ; ra• rs•; ; — — —-14-1 3iI I I 4' I2 W z N INDOW SE T/SILL 9 �-- X15TINE W M a ry i GREETING CARD 1T (THIS WIND W PLATFORM )(W DISPLAY ON WALL ONLY)m+1'S 1/2°H.Q W�� 1 TO . REM vED, ',1 ~ Z NDQAT A.I W d) iff -� ------ - - -- s II :\\ -- - --- -- - - - --- IOU,Lit 6 6 r--------- - - ---- - ------------ Om n _ w fl • r --------------- TOTT.SILL m+.r.r.I/2'A.F.F.cr W� m 0 , I TOP m+9'8'4.F.F. U i �I - - - - NO?E - ------- FT H _ _—_—_( _. _ _ _—_—___ THIS DOO TO BE REMOVED __ _ j / j AND WALL MADE SOLID IN m Q THIS SECT) BY LANDLORD EXISTING 1 -------- ------ --- - �� /� i i (2)PLASTIC/GLASS II Ii / --- BULL-B X m Q IL p g n VENDING HACHINE9 / H.S.m.W- SHEET NAME - - - - - - - -j 11 I ------�----------�----------- EXISTING j CONDITIONS FLOOR PLAN DWG.NO. '' N j Q0'-I�°z 1 EASE DIMENSION) 9'-T I!1" 22'-44° 9 e 1 Ij GI G2 IA G3 G4 02 0 II __=====0====b XISTI XIE STING XIE STING m . STOCK O S dm-6"Ac.r.cLG. COOLER - FREEZER X15TING -------- - A WA Ir ------ - ,I GB.CLG. CONC.SLAB - II E E E II __j 1-7 3.5.CLGL 3 rxkr Nj �:yS9 WOM S '•�°, _ __I_1 I I,.--rr EI "�-_I_I_7 OE 1 I IT-II-�-----E-F I w__t___LI__E XEI MIT_-II- -1 I-I I l--11I'�AETIC .T.C-L_5G I- . ' I A X Y O O ----- - L ' IV 10-5 AC.T.CLG.L .l-1 GB.CLG Oo - EXIT 7 r_ —1 _ su o O e� m_dS�EXISTI 1II}r I + _I __ o+A A A ' I CLG. ;i--it -- - ■ Jeffrey I�-,� �- I I s Taylor. _O_—_ —__-—_—-—_ ---1_,._e- I I___—_-II�L_--�I{--_�-�I 1I-�Imo--,.-.I_-I _ _�+I f r I__-_��❑I I(I IIt��I�ZI—r-1=__�_IIlIfIII[_�1tI I�II I_I I_-_—-_�I I CEILING LEGEND 572 North Broadway _- White Plans. N.Y. 106fr0 i„3� —_—_—___—_ T Architect I tel 914 289 0011 II §�] LED LIGHTING FIXTURES d �fax 914 289.0022 L IEn -7_� I AREA Cr _. 1_ _5"4F-I-11 ? -Ir 1 1 - CEILINGHT:.m _ LE LIH . , UT EXIT SIGN REPLACED)" ' Fl I --ir'- --L I ---1- g'I' T HVAG SUPPLY DIFFUSER �G� " _ !'• r I ��I---{ -r--I�Ir-'11-I_1 ��QR a i (� HVAC RETURN DIFFUSER I —�-- - I t i -r—_��-1 i-I,IJI I-��, _— UA �i I _ r--- _ Is I ' 1 t � HALL VERIFY LOCATIONS AND QUANTITIES IN FlELD Q � 0 ^ 1 u I _ • - " L� 17 -?;- I �'_-~- Irl --1�(_ Ir'. G.C. d 7� I -I -_ _� Imo.: I� r 1LIt._II�- -f--i_ l I - .?�..K: -1111 I- _ -r - --I _ I'�-a :r�.art' -I- E , r dy .fit 1 -I---4—_ , __ry I — �T+I I)'.. =-Ci I 1J I - v;r.\;a•If- fl_� -T __*--I--J _ 11✓'; IU-_ I 7n :,,_I-- -\� I . —1' I _T I--+ �'- _ - I I.°. _I •W w (�Bf— 1 rT�-f�YJ_ I ' -{'- 1 '1i -Ip' -!-_ '(_-III I I - I IErrl.:f - Ll'-_� 1j1 J�- w�I�� 4 ^ZQ .� U 1;.r.• � WL--i_ "--.k-�--J_ � �-_11 —� _I-� _ {-wit- _—_—_— —_- _T E -T + _ I 1 I less: t on r -I- I� TI I_i��- a 0-�Q r L __ �_ T--{-_-� r-_I,�.$'-(' I -y - I -I �� m ry w�-...... m x wW a? 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MODIFIED TO BE ExPAI O ANp/MODIFIED SC155OR LIFT TO REMAIN(NO 2.COORDINATE THE REMOVAL AND/OR RELOCATION OF THE CHANGE) /Jj�/l�T/ =DEMOLISH EXISTING WALL EXISTING SPRINKLER SYSTEM 4 DEVICES WITH THE FIRE E PORTIONPROTECTION CONTRACTORS APPROVED DRAWINGS 4 LOCAL STING ACT FIRE OFFICIAL.SEE TRADER JOE'S BUILD-OUT DWG9(FILED oG to UNDER SEPARATE PERMIT)FOR RELOCATED ITEMS. MODATEEXISTING BALER TO REI'1gINR EXPANSION EXI9TMG3. INSPECT AND DETERMINE IF ANY ITEMS (WALLS, TRANSFORMER TO REMAINEXISTING O EXISTING ECTRICAL PANELS TO BE EQUIPMENT,ETC.)INDICATED TO BE REMOVED,CAN BE REPLACE /RELOCATED,(SEE SALVAGED AND RE-USED. IF ANY SUCH ITEM$ARE TO REMAIN ---- O ELECTRICLL,,ORAUNGS) DETERMINED TO BE SALVAGEABLE,TEN.G.G.TO NOTIFY EXISTING FACP TO EXISTING[DEMO ROOM AND STATION TENANT PROJECT MANAGER AND/OR ARCHITECT FOR . IS RELOCATED i0 BE REMOVED IN IT'S ENTIRETY DIRECTION BEFORE PROCEEDING.ADDITIONALLY,IF ANY w EXISTING MOP SINK f' (WALLS,CRpILLING9,MILLWORK,POIER, EXISTING WATER METER FROM IL -- To BE BEHOVED. L_ O GUTHBAGK IANp CAP PLUMBINGBELOW RPRIOR EMOVED ANTeSE TO BE ITEMS NOTED TO BE RE AIR, ARE FOUND TO O DAMAGED BEYOND REPAIR,TENANT G.C.TO NOTIFY R CUT-BACK/CAP AS SLAB AS QUIRED BY CODE DRAWINGS FOR ADDITIONAL TENANT OR ARCHITECT OF SAME. o EXISTING REOD.BY CODE N S ROOM -- AND PATCH 1HFOZ'14TRaN) 4.REMOVE ALL EXISTING ABANDONED PLUMBING LINES AND TO REMAIN - - 1- � REMOVE EXISTING MILLWORK a may' F _ _ _�' 1? r 4 �- EXIT ELECTRICAL LINE$AND CAP A9 REQUIRED BY CODE. AND SINK IN EXISTING BREAK LJa._L_11-L_ -I(j 4 EXISTING PRIOR TENANT REST ��u I}- I� -� {-' ROOMS TO BE REMOVED IN A TENANT G.G.SHALL BE RESPONSIBLE FOR PROVIDING ROOM(CUT BACK TO BELOW M q r , - 1^' 1� THEIR ENTIRETY BY THE A PHASING PLAT TO TRADER JOE'9 AND LOCAL SLAB AND CAP PLUMBING A9 EXISTING ILLUMINATED EXIT u� �I , -L'T 11____I4JI^ LANDLORD(UNDER SEPARATE AUTHORITIES FOR REVIEW AND APPROVAL PRIOR TO In REWIRED BT CODE.PATCH ^ SIGN TO BE REMOVED -°+dd'� `e ° STARTING WORK.SEE SUPPLEMENTARY CONDITIONS ON EXISTING CONSTRUCTION AS r� _.-------- _-_____r i V N-e I I�F-- - I� �' I r,____ FERHIT. THIS SHEET. 0 I, — — its 1: - I �� TAG.SHALL REMOVE ANY � REWIRED. \ L H-�� SUB-GRADE PIPING WITH - L J � �\ DEMOLITION of EXISTING 9.TENANT GENERAL CONTRACTOR TO PROVIDE 4 m - _ --,_L----__---__s-��-sum-= - �_ ry _ + CONC�TE SLAB _ TEMPORARY VISQUEEN PLASTIC OR EQUAL CONSTRUCTION j G/ - - �'—- -—- - I9TING EGG GA9E?o BE PORTION OF CEILING TO BE r EXISTING PRIOR TENANT BARRIER BETWEEN NEW AND EXISTING CONSTRUCTION AT WLL i N `EXISTING REAR-LOAD DAIRY +1 r��r ll ELECTRICAL PANELS TO BE REMOVE PORTION OF EX19i1NG C49E8.TO BE BEHOVED I 1T9 REMOVED. REMOVED TO ACCOMMODATE f.: ALL TIMES.COORDINATE EXACT LOCATION IN FIELD. BREAK ROOM(WALLS.CEILI N ENTIRETY. NEW LATQUT.fG.C.SHALL I_ _ UTILIZED FOR?EMPOR4RT EXISTING STOCKROOM ` I LL+ ETC./A.9 REWIRED'TO � w- ^IJ DOORS TO BE REMOVED SALVAGE EXISTING LIGHTING i �� POWER AS READ.AND EXISTING BEVERAGE COOLER TO BE FIXTURES FOR RE-USE) ULTIMATELY REM O E ACOM-IOOATE NEW LATWT. _ ,�- _—Mov1F1ED.REIMOVE-EXISTING-N9ULaiED—-—-—-—-—-'�-- - - —�t�-- +- _ -ELECTRI@n� [�.1 SUPPLEMENTARY CONDITIONS: (SEE A-100) - - a PANELS A9 REWIRED TO ACCOMMODATE 7 4; DRAWINGS) emu EXISTING ARTIST AREA AND EXPANSION OF BOX.RELOCATE ANY +- _ L r¢]ERpL ASSOCIATED EQUI REMOVED �� -- �i PLUMBING,PIPE H REF. O REQUIRED. EXISTING PRODUCE FIXTURE5 TO BE V r EXISTING SINKS/PLUMBING 4 STORE WILL REMM OPEN FOR MWSS WRPIi R3M00FLWRa WORK TO SE FWASW AS FURNITURE TO BE REMOVED �, COORDINATE WITH REF.COOLER HANUF. !S' It. IN THEIR ENTIRETY. ,1) � RBMOVED IN THEIR ENTIRETY-TTP. �- TO BE 9 FROI'1 PRIOR TENANT REMIRD TO I�STOW OF@N 4!m PROTECT THE FSLIC Ii�fi CONSTRUCTION AGfIVffT. :' --I PORTION OF CORRIDOR _ TO BE REMOVED IN THEIR _ rr=== iF y, B.POSSIBLE U SHALL MILARPROCEED WITH 49 HOURS IF AN REMOVAL W IS q5 WALLS AND DOOR TO BE ENTIRETY BY THE LANDLORD ° D f L__ FV991BLE DURING R-SaULAR WORKING HOUT6.IF ANY WOW EXISTING BRIDGE TO BE Fy l�il : � �` (i - (UNDER SEPARATE PERMIT. REMOVED T04GCOMMODATEF yu 1- GONIEMPL4TED FOR PEAK BUSINESS HOURS•,THE MANAGER OR STORE Jeffrey REMOVED(RELOCATE { NEW LAYOUT.(SEE PLANS) r i I r %0- �+ •TAG.SHALL REMOVE ANT SUPERVISOR SHALL BE NOTIFIED(34)HOURS PRIOR TO COFPffNCQ'ENT OF EQUIPMENT AS DIRECTED �T--,r' `J n l it '-tL d'i l 3°^ a .-N SUB LADE PIPING WITH WORK 90 THAT PREPARATION CAN BE MADE BY TRADER JOE'9 REP) 4•i ` CONCRETE SLAB _ it 1' DEMOLITION OF EXISTING L1 ]. FROfECTON I� ��{7' r� -� x `-�-`� EXISTING STOCK AND CONSTRICTION TO REMAIN MUST BE PROTECTED. Taylor EXISTING LOCKERS TO BE a �� I ,..��_.__ �= r-_�-- r�-- p 1r LJ IrL}^II V ALL AFFECTED AREAS MUST BE SURRAMED FLOOR TO CEILING WITH REMOVED.COORDINATE i ;� ' � ��y'_?'?-- j' — WITH TRADER JOE9 REP_P F —'_ ;_ — — —i-y1 ——————— ——————— WITH STOW SUPERVISOR WHO WILL HAVE MERCHANDISE REMOVED FROM p PLASTIC TO AVOID DUST 4 DEBRIS.ALL WORK SHALL BE COORDINATED Architect -—- - - --' j- ''�I'j AREAS TO BE(WORKED.CONTRACTOR SHALL CONFINE HIS WORK TO THOSE LIMITED AREAS AS DESIGNATED BY THE ARCHITECT OR STORE 572 North Broadway i 3J SUPERVISOR-NO MORE THAN ONE SIDE OF THE STORE AT A TIME THE White Plains,s, N.Y. 1060,E0 EXISTING STORAGE ROOM TO FIXTURE CONTRACTOR SHALL WORK IN COLWCTION WITH THE GENERAL I-qr I-t{�y��l �'� BE REMOVED IN ITS ENTIRETY. CONTRACTOR INFOLLOWING CLOSELY BENNO TO INSTALL NI9 WOW- tel 914 289 0011 r� PRIOR TENANT (PARTITIONS,FINISHES. 3. PANELS/taITROLS EXISTING P CEILING,ETC)SALVAGE LIGHT fax 914 289 0022 ri ( IMPROVEMENTS(INTERIOR FIXTURES FOR RE-USE WI PARTITIONS,FINISHES. LE59 Pm ICATED OTHERWISE FUNCTIONS OF ACCESS PANELS,DOORS, GRLLE,CLNTROLS ETC ARE TO BE MAINTAINED.RELOCATION AND/OR DUCTWORK,ELECTRICAL NOS REWORKING OF THESE ITEMS SUBJECT TO PRIOR APPROVAL OF ARCHITECT. DEVICES,PLUMBING FIXTURES,DUCTWORK AND TENANT GENERAL CONTRACTOR TO REMOVE EXISTING FLOOR la OTHER IMPROVEMENTS)TO SLAB(IN EXPANSION SPACE ONLY)COMPLETELY DOWN TO 4' SEaAB1Y y'iI1; j-'I'I ri vl BE REMOVED N THEIR GRADE.PREPARE GRADE TO RECEIVE NEW LEVEL AND SMOOTH SECURITY OF THE STORE MUST BE MAINTAINED AT ALL TIMES.NO TIRET7 B7 LL.(UNDER PIGMENTED CONCRETE FLOOR SLAB ADJACENT TO EXISTING. EQUIPMENT SHALL BE LEFT LYING N THE MERCHANDISED AEA i F ye�y SEPARATE PE 'IT) COORDINATE PLACEMENT WITH TRADER JOE'9 REP. DURING THAT TIME CONTRACTOR'S MEN ARE NOT ON SITE. �`` h- i TENANT G.C.TO'PROVIDE IN-FILL PRE-MOLDED EXPANSION S PROCEDURE 1_," I 12' I °h l i 1 - JOINT WITH A NON-SLIP/EVEN TRANSITION FROM EXISTING AND (c Z ^ i _- �-' 1 —i J'�_ L_ —-—- -—- G.I NEW CONCRETE SLAB.SEE DWG T-200 FOR CONCRETE FLOOR CONTRACTOR SHALL CONTEMPLATE WORKING Ml7 HOURS N S ,—_—-ia.I � �- '' - -—-L -—- - - SPECIFICATIONS. to I' n y I,al V TO COMPLETE T-6.PROJECT At THE SCHEDULED DATE D BY TRADER JOE'S.THIS SHALL ALSO INVOLVE WORKING, of �'I CONSTRICTION OR DEMOLITION THAT MAKE PROCEEDING 0 —-—-—-—_ OTHER THAN NORMAL WORKING HOURS DURING CERTAIN A'I 'P, � ___d i N IMPRACTICAL DUE TO SAFETY FACTORS OR STORE FUNCTI ✓ EXISTING(S)CASH -ti'i-yi F -==y.�" -I " r- DESKS TO BE i `5')'^� it 6. CASH DESKS d11� �� REMOVED IN THEIR n 4'1 / FUNCTION CF CASH DESKS MUST BE MAINTAINED DURING L_____J ENTIRETY(TYP.) -'i I--I! i'�1' �'--'Gc TOMREMOVE EXISTING R3-IODELING,COORDINATE WITH TJ'8 REP AND STORE M �1 PATCH EXISTING I CONCRETE 9Lg6 IN J�1 5LA6 AS REWIRED i i rL r f 1. ALL CONCRETE 1 MASONRY GUTTING,CHIPPING,DEMOLITION, pX r-----� TO MATCH EXISTING --- "I r I .{}_ r "EXPANSION AREA"TO BE DRILLING,4 ALL OTHER LOUD OR NUISANCE OPERATIONS TO BE �NU CONCRETE SLAB y I H'1' ^, REPLACED WITH NEW I PIGMENTED SLAB FEI�ORMED WHEN ADJACENT TENANT BUSRE59E9 ARE CLOSED. j I .r 111yyyy 12 \ S. LOCATION OF DUM"TERS AND CONTRACTOR PARKING TO BE ' a Tim �i I APPROVED BY LANDLORD. i Of I IT In EXISTING IS-AND 24"WIDE I I I ( W i,W� IA R U1 X — DI9PLAT(RIVITIER)SHELVING To ./ j BE REMOVED IN ITS ENTIRETY- 'I i ` l) IILf L 1 • W -I EXISTING MOP _ - rw- W ,I i SINK vAGIJUNI ^z Q W -d ) �I ,\ SYSTEM AND N I WATER HEATER O Q H_=6 ' ni�V-'rn �i fl if If TO REMAIN `d)J 6 6 EXISTINGORA AUTOMATIC SLIDING it WII .(WII ^Q L Q r• DOOR AND PORTION OF EXISTING REFRIGERATED CASES TO BE 11 11 ♦ I�yyy STOREFRONT TO BE REMOVED r REMOVED IN THEIR ENTIRETY T7P. it __ J W p try TO ACCOMMODATE NEW DOUBLE CAP WIRING A�REQUIRED BT CODE(SEE 1 t- X W W O AUTOMATIC SLIDING DOOR L-----JELECTRICAL TJRAWINGS FOR ADDITIONAL ij EXISTING ACCESS W �' NTHE EXISTING FREEZER CASES T WIRINCaOA9 s�_-J ^\ f O Z INSTALLATION(SEE PLAN AND INFORMATION) I� r� LADDER MID DOOR SCHEDULE FOR REQUIRED B7 CODE(SEE ELECTRICAL ____i;___i1-__ _, i;, __ (i H DOOR FROM W d)w Z ADDITIONAL INFORMATION) 14'-3 I/2": ( NI If If FIRST FLOOR TO ^J Q DRAWINGS FOR ADDITIONAL INFORMATION) __ ____ __ _ ____ ____ ____ WII WII REMAIN NOTE: W Q PROVIDE TEHPORAR7 SHORING j' 1- m - -- _ -—-M EXISTING FLOWER DISPLAY - - - _ E AND SUFPLEHEN7AL FRAMiMG AS O = 6 �4 REWIRED TO ACGO-RMODATE NEW %✓ FIXTURES TO BE REMOVED IN THEIR ENTIRETY-iYP. REMOVE W V _ ------,� r EXISTING IS'AND 2'WIDE 6 ZZ<u EXISTING ACCESS _______________________ _ DISPLAY SHEL NG L_ J I BE REHOfvEIDVII IIERA EN IRETTY TO j LADDER R'IDEANENRT m U. r TYR J LOCK EXISTING N A - -- - - - -- —----�/ ---T-----------I— ROOF HATCH m > EXISTING SWING DOOR U Q+ m Q STOREFRONT DOOR TO I ll 0 2 r Z EXISTING AUTOMATIC SLIDING BE BEHOVED AND rr, REMOVE EXISTING WALL AND DOOR To BE REPLACED(SEE EXI9TIN CART CORK d INFILLED BY LANDLORD W FLOOR CONSTRUCTION(AND d PLAN AND DOOR SCHEDULE To IN y-'/ (UNDER SEPARATE FOR ADDITIONAL INFORMATION) I I / - - PERMIT) - EXISTING PORTION L O 0 I BEARING WALLS BELOW/AS (y1� I?ZZZZ_>ZZ✓✓1 REQUIRED TO SHEET NAME — -—- ---�-—- -— —- -- —-—-—-—-i—-—-—-—-—-1-- - -� (SE PLANE)ACCOMMODATE NEW LAYOUT DEMOLITION EXISTING AUTOMATIC SLIDING 1 DEMOLITION PLATFORM PLAN ENTRY DOOR TO REMAIN 5CALE:1/8"•P-0• PLAN NOTES:SAW GUT SLAB A9 REWIRED TO DWG.NO. 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D Amz00mAOA�z �O I-tpIDGN DZ £ Oyz� yXAy�4\ bZ �� iyZAz ANA O� C .,mmA �r0m� rIr - jm" tl 0 ror to A rmU0 F' A y� z 3 m 0 x Am v A Dr yD •'� ° 3A0" Dry rmm g0 Div ZAO.,(�i �=II.Z i�I A(1 z Dy3yAN 16' QA ZZ-t= y0L mA C c DD °mz z ASH, �� zo na mN�r Om 'AO (1 �D1! zA L-I mix ogAc �• �S (Dl(ri0 c0� AD m m2N z �n�D �tayzlA@ 0r to moA$ f " O p0 { AAA 3Dmd bm 6OD piaf mo" �yA< �m Nm.•D mEE'p mA fly -p D r 8 En '� A zm AOfflmO <�<rnZZ m� Oyry�� ADD=� ItiD4� DZ Dime N X m mm0 m m- 1ZAz A A 0@ D n p czam ARE ARC M5 a hZc a m 3 own ,Ni O O m PROJEGi =HADER JOEf� �� NOVISIONSDATE BENTS 7Y�u}�gym z z REMODEL / EXPANSION 41 D N 12,Y3.15 199UE FOR PERMIT O = o CHRISTMAS TREE PLAZA No. 96Z6 '-j y Cl 655 ROUTE 132 n WHITE PLAINS. y E n M O 7A NIS A Nw M Z DATE SALES STORAGE TENANT STORE No . 10/16/15 tO tO z o ~ O 11,155 sq. ft. 1,541 5q. ft. 514 D FT-9833 MISC. TOTAL: EXPANSION SPACE w Of IS u d 2�1 <t �� Z DRAWN Br: 510 5q. ft. 13,212 sq. Pt. 1191 5q. ft. REG.•AR- 2 FTA EXPIR4ilOW GENERAL NOTE WALL LEGEND EXISTING DOCK LIFT AND 0 EXISTING WALL CONSTRUCTION EXI$TM EXISTING OVERHEAD 2 CONC.PAD(NO�,y.GE) EXPANDED EXPANDED IA 3,1 ANY PENETRATIONS OF ANY FIRE-RATED ST BEVER43E GRILLE COIL(NO CN EXISTING TRAM NEW FULL HEIGHT NON-RATED WALL 9FDRT"ER- PARTITION MUST MAINTAIN FIRE RATING "'��i ' GOO FREEZER NEW TO BE WDICAIED PER CON9TRUGTION STOCKROOM NOTE:APPLY�•A.c.x. ® ENERGY y� AND BE THE RESPONSIBILITY OF EACH PLYWOOD.OVER ALL GIP.A.C.T. 110 III - ARED'.E.9.TO NEW PARTIAL HEIGHT NON-RATED WALL WALLS TO BOTT.OF NEW T.CLG. T - - � PROVIDE DETAIL FOR SUB-CONTRACTOR CONSTRUCTION RUN PLYWOOD HORIZONTAL. MOOING' PROVIDE STEEL CORNER GUARDS ON NEW EXTERIOR WALL CONSTRUCTION P ON BT ALL OUTSIDE CORNERS(TYP..NEW EXI97U-Y=RESERVE LANDLORD(UNDER SEPARATE PERMIT) CONSTR.G EXIrG.WALLS WHERE o FREEZER L_X 29'-0' m REOD.)-MATCH E%19TNG. (NO 1 SEE OW..A20D FOR PARTITION TTPE9/DETAILS — —. p EXISTING DOOR TO BE BEVERAGE COOLER/RESERVE FREEZER NOTE oo ® WELDED SHUT BY FREEZER/COOLER BOXES.PROVIDE CLOSURE ,. - ., p 9E�ORD(UNDERTG.0 G.G.SHALL HOLD 2"CLEARANCE AROUND EXISTING .......... - _--- J - -- 8H4LL INFILL AS REQUIRED B49NExi5TG. P SERVICE f�CDOR- - RELO ATED FACp 0 20'-0" B'-4" PLATE AT PERIMETER OF BOX-TYPICAL _ (SEE DETAIL 2/A-1001 It INSTALL FRP FINISH ON(2) A ~ MODIFIED .0 SIDES OF SERVICE SINK TO 4910 -- - DEMO p O y F AT NEW GOISTRIC110N ROOM (V.I.F.1 o 69S O _ _ E EXISTING APF SEE REFLECTED CEILING ELE .LOCATION OF ! i• - F1EC./):IRE PANELS. Y I I I Y O ® 34'-Si SEE F1EC./FIRE OWGS ro 'J I I Ul DO EL X RI LONG SMOOTH W. NEW BOX BEAM SOFFIT. _ I -1 DEMO IL 1U FOR NEW WORK. STATION I I DOWELS DRILL 1 EPDXY PLAN AND DETAIL IVA-201. ' I I GROUTED B"INTO EXISTING EXISTING SLAB EDGE. w I. & 1 _= 103 CONCRETE SLAB m48'O.C.(TYP.) A A T I I O WHEN NEW$L BONDING IS POURED - ' "1 TELEPHONE BD.(D4TA `----1 -- I EXIST CONC.BLAB BY NEW 4"CONCRETE SLAB ON • EXISTG.CURTAIN WALL AT BOX REFER TO ELECTRICAL TO REMAIN(NO CHANGE) ,.,,,.WINGS,FOR-OLT _ _—___ I GRADE.PROVIDE INSULATION. y CC 6 TOP OF-FREEZER]WOLER _—_ LIN OF XI9TING PLATFORM —-- - -- Iry I � � � ABOFIED).TO BE 10'-6" '-6" TO BOTTOM OF 4.GT.CW. I EXISTING CRUSHED bx6-W2.9 X W2.9 W.W.F. Qp ry MODIFIED AS REOD. (NO GFI4NGE)G.G.TO 1 �- I I'-4'• STONES BY TO REMAIN ,,,IF MODIFY 12JI6 FRAMING AND MODIFY EXTEND CURTAIN \ I o Z — SUPPLEMENTAL FRAMING AT 15'-4" WALL AT EXPANSION AREA, 6'8" 6'-0" 25'-91" 20'-0" "" 0 0 NEW PERIMETER OF ---- --- -TO-MATCH-EXISTING:SEE------ ---- ---- - Q- -------- ------- �� - _ --- D,I / VAPOR BARRIER.SEE O PLATFORM 49 REQUIRED. DWG A-300. I LINE OF CURTAIN // // > p — TENANT G.G.TO VERIFY 4 WALL ABOVE. — 2 —LINE OF DEMO STATION SPECIFICATIONS . DWG. EXISTING FRAMING PRIOR TO SEE DWG.d-300 1 COUNTER SEE DUG. T-200 START OF CONSTRUCTION.TO 200 EXISTING EXPAN81 A910 FOR ENLARGED VERIFY EXACT SCOPE. 9 PROVIDE'FAKE"COLUYW �' 9) / dRE4 1 4REA PLAN,FIXTURE WALL 2 ENCLOSURE FOR REFRIG.PIPE / I U W I DETAIL,G ELEVATIONS 6"CRUSHED STONES CHASE(TYP.AT ALL NEW i"' - �d ! EPDXI'-NI R HIT-RE ED EQUAL SD RYP CASES).VERIFY EXACT ' Ja - ADHESIVE OR APPROVED EQUAL FOR Tl LOCATIONS G 912E IN FIELD I_ PROVIDE'FAKE"COLUMN ENCLOSURE ON PERIMETER }7W CONCRETE SLAB DETAIL WALLS FOR REFRIG.PIPE ' Lmw CHASE(FINISH 3 SIDES) NQ I A100 SCALE: 3/4"=I'-0" -VERIF�ExAG-T-60CAI1ON9—_ D _ _ _—_ — — AND SIZE IN FIELD �� -� Jeffrey Taylor LINE OF WALL SHELF(TTP.1 REFER NEW PIGMENTED CONCRETE =' TO FIXTURE 1 ARCH.DETAIL OWES. WAGSLAB(TYP.IN EXPANSION i m FOR ADDITIONAL DETAILS SPACE ONLY),BY TENANT Architect GENERAL OPHTRAC70R —EXISTING DEMISING EXISTING DOOR TO BE SEE DUG.T-100 FOR SPECS. WALL TO RETAIN WELDED SHUT BY LANDLORD(UNDER 572 North Broadway EXISTING COLUMN ENCLOSURES TO L i� SEPARATE PERMIT) White Plains,N.Y. 1060`p [REMAIN PATCH AS REOUIRID 1 3 5/8"METAL STUDS AT 16" tel 914 269 0011 4P WHERE DAMAGED,TO LIKE NEW, CONDITION(TYPICAL THROUGHOUTO.G.MAX fax 914 289 0022 EXISTING STORE AREA) R-15 HIGH DENSITY BATT 9r INSULATION —_—_—_—_—_ _ _—_—_—_—_ I ___ ( '�'/ POLYETHYLENE VAPOR G,I BARRIER)MIN.RATING: S G —_—_—_—_ _—_—_—_ o_— _—_—_— _—_ _I—_—_—_—_—_ 55"GYPSUM BOARD. ,`�►G R� EXISTING AREA EXPANSION AREA NEW PARTITION(SEE PLAN) �1 GOOROINATE EXACT F XTURE/WALL 2 OO R I N F I L L D E TA I L � ~ / CON9TRUGTION AND LOCATION W/ EXISTING FINAL FIXTURE LAYOUT. ARCH. EXPANDED �•' p A /4"= '-AImO 5GLE 3 I 0" ,- A DETAILS,H2/A200 FOR A AREA W CONSTRUCTION DETAIL CONSTRUCT 3 �. ' - - 101 ALIGN NEW 01 FOLLOWING ING FI Q ' WALL LL W xTURE 42 EDGECONSTRUCTIONIS WITH PLACEMENT CONFIRH4TION(TYP.) � 3p iFOR 3) EDGE OF EXISTING WALL ra -�•� a — — — — — — — — — — —o--------- — A2 EXISTING VESTIBULE —I 9'-51" TYPO'-Ty' CURTAIN WALL, R To-OE- ,(GLAZING. B —-—-TO-BE-MODIFIED.-—-—-—- -f— _ EXISTG.FLOOR PATCH CURTAIN WALL VACUUM 5rRvICE SINK FOR SYSTEM m 6 AS READ. i ^) •' q Z� Qi VESTIBULE INTERIOR EXISTING ALUM.FRAM/GLASS - - STOREFRONT FRAMING TO BE 14'-01°R.O. STOREFRONT TO REM IN(TYP.)T.G.C. •N e ' ry . ------- ----�i • F r MODIFIED AS REQUIRED TO TO CLEAN 4 POL15W AS REQUIRED " ' ¢ = OF EXITING VATdCUUM L•' POOR P PACKAGE NEW SLIDING AFTER INTERIOR(.ONSTRUGTION. - ' 12'-II{° 5TSTE1 TO REMAIN. W Z Q _ DOOR PACKAGE zo ( - VERIFY IN FIELD MODIFIED INSTALLATION.COORDINATE �© " Q Q WITH DOOR SCHEDULE MID "T 1 O J W 6- VERIFY IN FIELD ALL REQUIRED DIMENSIONS APPROX.LOCATION -r " (''4 Q`• r ry PRIOR TO CONSTRUCTION. �a —'—-—-—-— - -—-—-—-—- OF EX ISTG.WATER - --r - LANDLORD TO REM i XISTING ` / X W F OE ry STOREFRONT ODOR MID ALIGN WITH. PLUMBING DRAW X - O m _--------- 1- _ rXISTIIN-FIL TO MATCH JACE AND ALIGN WITH W r 3 i0 EI LJ� EXISTING ADJACENT CONSTRUCTION FOR SPECS. W Z� 102 (UNDER SEPARATE APPLICATION) LOCATION OF FLOOR r\J Q W Q LL HATCH DOOR 1 LU T }- AARISION.TO ry ARTIST T STATION) 9i4TION) A 6 TO WINDOWS UP FIL APNIG9 -----T---- ----- ------ TO WINDOWSUPTT A.F.F.i I _ _ _ COORDINATE WITH TRADER JOE9 u --- --/-- --- ---- ---------� \ / REP.PRIOR TO ISSUING BID. NEW LOCATION OF //�� N d $T I T V / ROOF HATCH DOOR G E�il - �-..---L-/ LADDER Ta ., SEE DETAIL FOR ADDTL.101iF40201 �U-{ MODIFY EXISTINGPLATFORM FRAMING AND ---- -- S'FRAMING i0 REMAIN'A9-191 9REQUIRED.FOR p NEW LATOUT-SEE I DETAIL SHEET NAM i I � GC.:NST�daCTICN OaR-00p,FLAN N LATFOR CONSTRUCTION PLAN Lrxs UM.FRAMING/GL499 ' 9G4LE:VB".I'-0" STORE ONT TO REMAIN(TTP.J GLy T.G.G.TO-LEAN G POLISH A9 DWG.NO. `Q• REQUIRED AFTER INTERIOR DEMOLITION NOTE: PATCH NO CONSTRUCTION. ALL DEMOLITION OF PRIOR TENANT SPACE SHALL BE I. SLAB PATCH/REPAIRS SHALL BE REINFORCED WITH THECUTID BY LANDLORD INCLUDING BUT,HTI LIMITED TO 4 REBARS AT 24'O.C.PERPENDICULAR TO THE SAW Aalv'QUI • 22'4">: THE FOLLOWING:INTERIOR PARTITIONS,LIGHTING..HVAC GUT EDGES AND SHALL BE DOWELED INTO THE 9h'-II" PLUM1 1 AND SYSTEMS AND ELECTRICAL WORK.SYSTEMS. EXISTING CONCRETE A MINIMUM OF 6 INCHES MID PLUMBING 9T9TEM9 AND PRIOR,MILLWORK.CASEWORK. SECURED IN PLACE U91NG AN EPDXY LI9TID FOR SUCH FINISHES AND ALL OTHER PRIOR 1IIJANT9 IMPROVEMENTS USE. • ------_O--- ROVIDE AS REQUIRED QUIR�REED�ToENT.UNLESS OTHER IW l_SPACE NOTED.AS PERLEASE 2. CONCRETE SEALER SHALL BE INSTALLED TO 3-I MANUFACTURERS SPECIFICATIONS C 00 A 'A O O REFRIGERATION PIPE 4 ELECTRICAL LINE CHASE ENCLOSURES BY T.G.C.LOCATE PER TRADER JOE9 a EXPANDED EXPANDED IA EXISTING 2 3.1 REP.AND COORDINATE W/FINAL FIXTURE LAYOUT FiFVFRdfgE VERIFY FINISHES. - _ EXISTING SCISSOR $ ® FREEZER LI BOLLARDS AND ALL SOLID BASE FIXTURES TO RECEIVE 4'VINYL L` • I� III - - - O CONCRETE PAD TO COVE BASE,COLOR TO BE VERIFIED W/TJS'REP. v� O R¢J141N(NO CHANCE) '� a ❑ I I COORDINATE Y LOCATION OF ADDITIONAL WOOD TRIM II ON DISPLAY SHELVES.VERIFY IN FIELD W/TJ9 REP ' E%10TIW6 TO REMJAI. O DREA PROVIDE STEEL CLEATS AS REQUIRED TO SECURE nl MO.Tl A T E) STING BALER TOE - - - a—Mm IN-PLACE CASH DESKS TO FLOOR SLAB.CLEAT TO d1 BE CONGEALED V • MAIN(NO CH ^ ® IIt Z EXISTING o ---- " O 4 q" 4-4" ®EXISTING TO REMAIN p 2'-0 3/4" \ U (NO CHANGE) EXISTING Illy OVERHEAD I CASH DESK LA` 0U_ W MODIFIED GRILLE COIL BALER A (NO CHANGE) 4910 A-110 SCALE: 1/4••1'-0- _ DEMO CASH DESK 150METRIC W FI ® SCALE: I/3'•I'-0' 37 � Q EXISTING -- I 5'-0' w ' TYPIGALm g EXISTING ELEC. - - - Fes. I Gl18TOMER SIDE ®EXISTING TO REMAIN I 1\�a BOTH _20 II I ;�IIWBUU (NO CHANGE) SIDES OF EXISTING B ' I I .� O $ EGG EXIST BD. 0 I -51 $ O -,-,pRfI9T / •� Cf _ DATA BOX I I I la3 �12' - - _ r EGG CASE E - 20 30 -20I____ EMPLOYEE SIDE CASE - PROVIDE PLYWOOD \/ 6' —32'-0'RE4R LOAD,DAIRY TYPICAL'FAKE"COLUMN FOR �'�REFRIG.CASES' I I Q ry CAPS AT TOP OF ALL / \______- 5 5 EL—LUMBING GHAOE. 5 g I I 0 GARNER FIXTURES to it _ COORDINATE LOCATIONS W/ CA5H DE5K PLAN e 6'-0'REF. -20 I SCALE: 1/2'•1'-O' CLOSE OFF OPENINGS __ FINAL FIXTURE L4TOUT.SEE I o _ _—_— —_—_—_—_— DETAILSDWG.A-200 3__—_ 3 _—_—_ \ _ _ --�I` 2 6 -20 -20 -20 XISTINGj EXPANSION J IW . - � � LL n O -20 - -20 -20 - G'aa -400 n 1 10'-9 1/4" e•F' _ _RODE ,k__-_i ____-_ _ _ -_ _ 6 T•- 3 g � �iI n � � ■ I l L�� II pROpUGE 3-(" I ''l 113 / r ij CUSTOMERS SIDE �/ - - 1,•,�--- --1 - - - l 'C/0. --- - O 2'ai --- - - - PULLSWEt-OUT I s'-0• Jeffrey 13'-6 3/4" Tayl TYPICAL PERIMETER /2•_0• IIIy� i' ,illm W a�� i( -0�� (-firchi+or l.ect FAKE'COLUMN FOR ELECiPLUMBING E i'O '� Y r r LOCNortATIONS WIE. ITTH 0• HA�(2'_ 01 � 'i'� �;l/:l 'i� � nnP � ° `� 1 � White Plains,BN.Y d10603 FINAL IXTU. LAYOUT.SEEE pROpVOf it)u p O O �nf� t v tel 914 289 0011 EMPLOYEE SIDE Q ' DETAILS DWG. �(y�' a� `I fax 914 289 0022 A-200 //, '; $I $ I b'I 0 2'r 03/4 { CV PROp�F 7•. S �) �- /i a -20 -20 N 40D 3/4 I/2" SIDE rJ m Lni 314, 20 v r l s PULL-OUT Gt -�(li c — — ram; 4 — — — — -- --- --- ; got C14 I I II'-5 1/4° O•pROp�f I 1 ' � I 20I/2' I. I'-10 I/2" Q 0 ( - EXISTINGSALES AREA EXPANDED GUT V1Ew V C145H DE5K ELEvATION5 0 20 -20 I/3'•I'-0' y3 I I -2 � i SCALE: P '- - C -I-I- -—-—-—-—-—-— - -—-—-—-—-—-—-—- -— -—-—- - -—-— I I 2 ---- -s - 8.1 EXISTIL '4—j-EXPANSION -20 -20 e y STORE _ _—_---_—___ D9HvE9 15,_4„3 yIOK I ' ZZ O _ I 8 A.D.A.ACCESSIBLE �� PROVIDE PLYWOOD Z� st § 0 CASH DESK COU A30 NTER I I CAPS AT TOP OF ALL a 111,FOR ALL) I I CORNER FIXTURES TO v= - r CLOSE OFF OPENINGS EXISTING FLOOR • w F SERVICE SINK FOR ..._....-... W YSTEM I \ -- ----— G EX19TI�tYa9VAGUNI MODIFIED 4'-2' W-V 4'-Y 4'6' 4'-2' ®� O cn Q 1 VERIFY IN A FIELD ' FIELD - ® IL O d1 m E - — 1 I APPROX.LOCATION WK.W Z m I 400 /� - --- OF WATER NEATER. l 'I L '3 T 3 4 SEE PLUMBIC - _.___....-....._ \ Z .t `J ' 6' 4 2' 4i' I I I ® DRAWINGS FOR 1 SPECS. Q Q :� W )- 6 Un I_- -_—_ �/ EXISTING LOCATION �0�� EXISTING --------- — / OF FLOOR HATCH = m — E �l1+} --- ---- ii NO / D�RO AR IBT R WARE U / STATION) N / NEW LOCATION OF m L— --- —_ —_—_—_—_—_ ------- T—_— TGH DOOR( LADDER 0 _0 �� LL SEE DETAIL 10/A-201 W Q LL Q EXISTING CART CORRAL FOR ADDTL.INFO. �" 0 �(Np=) I j PLATFORM FIXTURE PLAN SHEET NAME ...:':y SCALE:VW. 1'-0' FIXTURE ci FLOOR N DWG.No. PLAN I I A51 10AV I41 DWG. 2 OF 8 • _ I 3.1 O FIXTURE FLOOR FL SCALE: 1/8" = F-0" f' b"WIDE GALVANIZED ABOi.CF METAL DE A BOTi.CF METAL DECK BOTT.CF METAL DECK .�BorT OF METAL DECK STRAP BRACING SHEET BOi.OF METAL DECK OR SiPo1CTUF�,V.IF. OR 8 4BOVE OR 8TRIIGTURE ABOVE77 t'OR 9 Gil METAL(10 GA.).APPLIED OR STPoICTURE,V.IF. AT BOTTOM AND TOP OF NOTE: �(ATTACH MTL.TRACK TO ATTACH MTL.TRACK TO ROOF ATTACH MTL.TRACK TO WALL.(TYP.) f�k ATTACH MTL.TRACK TO ROOF ROOF DECK-HOLD DECK-HOLD MTL.STUDS 1/21, ROOF DECK-HOLD GC TO'SKIM'TJ.'9 SIDE OF • DECK-HOLD ML.STUDS Ill" MTL.STUDS In"SHORT SHORT OF ROOF DECK TO MTL.STUDS 1/2"SHORT WALL AS REQUIRED FOR A SHORT OF ROOF DECK TO OF ROOF DECK TO ALLOW FOR MOVEMENT. OF ROOF DECK TO SHEATHING LEVEL'4'FINISH. • ALLOW FOR MOVEMENT. ALLOW FOR MOVEMENT. PROVIDE CR099 BRACING ALLOW FOR MOVEMENT. --- --- METAL STUD - -- Z EXISTING METAL STUD PROVIDE CROSS BRACING - PROVIDE GRO55 FOR 9TABILITT' PROVDE CR099 O FOR BTABILITT `3 S BRACING FOR --- -- AS SCHED'D BRACING FOR. -- -- ti 3 5/B"20 GA.METAL STUD METAL STUD I I STABILITY STABILITY r •16"oz. m C �_ - -- Q AL CEILING A9 SCHEDULED 9FTl 9/e"FR GYP.D.(TTP.) 9/e"FR GYP.BD.(TYP-) W d CEILING 49 SCHEDULED GYP.BD. SCHED'D CEILING A9 SCHEDULED METAL STUD A9 METAL STUD A9 ANCHOR MTL.TRACK TO SCHEDULED(rYPJ SCHEDULED(TYP.) R' EXIBiING GYP.BD. CONC.SLAB a 16"OC. ANCHOR ML.TRACK TO 5/B"FR ANCHOR MTL TRACK Ij ANCHOR ML.TRACK TO TRACK TO CONC.SLAB ANCHOR MfTL.TRACK TO CONC.SLAB n IS"O.C. GYP.D. ANCHOR MTL TRlaCK TO I•_6n o I6"OC. IC GONG.SLAB FLOORING GONG.BLAB a I6.OC. GONG.SLAB s 16"OC. 16"OC. UL.DESIGN FOR I-HOUR RATED WALL ABV SUSPENDED METAL—AS CEILLIING BOTH S DES BD.TO 6" BD.CLG,BATT INSULATION MIDMIETAL STUD,GYP.ED.TO DMR.GIDE P.BD. CLG.GYP.BD.GO UNDERSIDE OF GYP.D.GLGD BD.QG,BATi INSULATION AND�MR GYP.BD.AT IDE OF GYP. METAL A�TUD 1 q/B"GYP.BD.FINISH i0 BO.FIN 9H ' O '• O O O O O O W/(I)LAYER OF 9/B"TYPE."X"GYP.BD.(BOTH GAUGE METAL STUD W/5/B"GYP. EXISTING MIN b"20 GA METAL STUD AT I6"CC. TO 2'-10 I/2"APF.(VJFJ AT TOILET ROOM TOILET ROOM SIDES)W/BATT INSULATION TO UNDERSIDE OF SAME AS"C"EXCEPT-E GYP.D.1 CI—O s ON O METAL STUD 19/8"GYP.BD.FINISH TO O 3 B'B°20 GAUGE METAL STUD W/Ill"NAT STRUCTURE ABOVE BY LANDLORD(TINDER A COOLER/FREEZER SIDE.BAIT INSULATION MR 6'-II I/4"AFF. PLYWOOD FINISH.VERIFY COORDINATE Grp.BD.FOR TOILET ROOMWALLS WT.IN FIELD,SEE DETAIL 42/A-300 SEPARATE PERMIT) a NON-RATED PARTITION NON-RATED PARTITION NON-RATED PARTITION NON-RATED PARTITION PARTIAL HEIGHT PARTITION PARTIAL HEIGHT PARTITION RATED PARTITION o I'-0" SCALE:I.,,I'-0" SCALE:P.I'-0" 5GALE:I°°I'-0" SCALE:I",1'-0" SCALE:I".I'-0" SCA E:I' '_0 BY LANDLORD w (UNDER SEPARATE PERMIT) OOR METAL ECK OR 9Tfd1CTABV. BOTT.OF MTL.DECK OR A;OTT.OF METAL DECK OR ;OTT.OF METAL DECK OR 3/4"CEDAR CAP WU s ATTACH ML.TRACK TO 4TTACH MTL.TRACK °1TSFIT�EAI Q 1 ROOF DECK-HOLD TO ROOF DECK- ATTACH MTL.TRACK 6°WIDE p ry MTL-STUDS IR°SHORT 0,(\\ HOLD MTL.STUDS TO ROOF DECK- GALVANIZED"X" Z 3 q/0"20 GA METAL / OF ROOF DECK TO 3 5/B"20 GA METAL /C\ ` / E�RT OF� 3 9/8°20 GA METAL � / HOLD SHORT BF STRAP BRACING p - / / ALLOW FOR MOVEMENT STUD-16. DECK TO ALLOW STUD-16"O.G. 1/2 SHORT OF RO F UI SHEET METAL(IB m STUD s 16°OC. \ / FOR MOVEMENT // DECK TO ALLOW } GA).APPLIED AT > NEW CEILING / FOR MOVEMENT BOTTOM AND TOP Z SCHEDULED ALTERNATING 3 5/8°X q/B°FR GYP.BD.FROM FROM PR GYP.BD. 10Eli GA METAL STUD TOP CC FREEZER i0 6° FROM TOP CF FREEZER Z OF WALL.(TYPJ EXISTING METAL STUD 5/8"P.R.GYP.BD. 33 5/8°RX 20 GA ALTEFdIATING 3 5/8° O BAND ON BOTH BRACING•31°O.G. ABV.CEILING TO 6°ABV.CEILING _ � 6°W HORIZ CEDAR SAI Fst AREA SECURED TO 3 I/2°X 3 METAL STUD X 20 GA METAL SIDES EXISTING NSILATION --- - ( 1 1/2"X 1 4"ANC� D STEEL AW-,LE BRACING s 40°OC. 1 STUD BRACING s a UNDERSIDE TO JOIST SECURED TO 3 I/1° CEILING AS SCHEDULED 48°OC.SECURED VERTICAL CEDAR X 3 I'2"X I/4° TO 3 W-X 3 1/2°X O FLANKING ON BOTH EXISTING GYP.BD. EXISTING O-IU ATOP OF FREEZER/ WALL A RE WOOD BLOCKING ATOP OF COOLER(VIF) STEEL ANGLE �CLBCER i'GfF7, AN STEEL ANGLE 91DE9(I°XB",I'X6 4B REOUIRED ANGHOFED TO I{ ANCHORED TO 1000UII' i I°X4")WIDTHS VARY CEILING AS SCHEDULED UNDERSIDE OF C UNDERSIDE OF ALUMINUM TRANSOM JOIST 3/8"ACX PLYWOOD J019i WINDOW FRAMING W/114. BY TENANT GC. APPLIED FROM FINISH BEVE?+a/-E 4"H VINYL B'W HORIZ CEDAR AL STUD CLEAR SAFETY GLAZING VESTIBULE r— FLOOR TO UNDERSIDE /'� r__1 Fo' BASE ON BAND ON BOTH O PURRING,2""RI10 GA IGGID INSULATION 4 GYP.BD.TO BACKER ROD ATOP OF DAIRY CASE/VJFJ COOLER - aF CEILING— FREEZER BOTH$IDES SIDES Jeffrey UNDERSIDE OF DECK OR STRUCTURE ABV. SEALANT (TYPJ COOLER IF�RL Taylor NON-RATED PARTITION GVESTIBULE CURTAIN WA L SECTION ��CURTAIN WALL SECTION ��CURTAIN WAL SECTION D A TIA H IGHT WA y SCALE:P°1'-0" -20 SCALE:1",1'-0" _p0 SCALE:P 1'-0" _z0 SCALE:I",1'_0" _Z Architect �I",I,_0" Ar C 111 1,e C 1. 572 North Broadway ' White Plains, N.Y. 10600.0 METAL STUD SCHEDULE tel 914 289 0011 p SIZE GA TYPE MAX UNSUPPORTED HEKsHT L9X 914 289 0022 G� 11°OC. 16°O.G. 3 5/8" 15 36151I9-18 Im 9i 22'-b" 20'-8° 19'-4' - 600912a-33 20Is 9T 3B'-T° 35'-e° 32'-0° G 1. f Pm 'yJ . 1 I.DATA TAKEN FROM THE SITE LIMITING HEIGHTS TABLE FOR INTER( NON-9BOTH SIDES FULL HEIGHT WITH WALL SYSTEMS.WALLS ARE SHEATH BOrH SIDES FULL HEIGHT WITH MINIMUM V2"GYPSUM BOARD � N S 1.RUNNER TRACK GAUGE TO HATCH STUD GAUGE 3.WALLS OVER IT-0-HIGH TO BE LATERALLY BRACED d w •-`'.- L r dy�'3P ar' NOTE:COLUMN ENCLOSURE,CEDAR 4 NOTE, PAINT FINISHES BY TRADER JOE'S EXISTING COLUMN ENCLOSURES TO REMAIN PATCH AS 0 6 CONTRACTOR REQUIRED WHERE DAMAGED,TO'LIKE NEW'CONDITION m 6 9 / 6 (TYPICAL THROW.:ROUT EXISTING STORE AREA) 7 � 0 2 TENANT GENERAL CONTRACTOR TO VERIFY AND y 'n -- ��/'�' - -EXISTING FRAMING AND COORDINATE EXACT FINISHES WITH TJ'S REP IN FIELD • w I1 6 B FREEZER SHELF KEY NOTES 3 GYP.BD.COLUMN/S70RtI I - 5 3 LEADER ENCLOSURE TO Q ? ❑I 3/4"WOOD GRAIN MELAMINE SHELF(TYP.) EXISTING REMAIN.PATCH AND Z N ., 4 13 l L-BRACKET(SUPPLIED BY T-VS)TO BE INSTALLED COLUMN REPAIR AS REQUIRED EXISTING IX FRAMING O J 6 m 32"O.C.USING PIE-DRILLED HOLES TO ATTACH 2 _ TO MTL.STUD.COORDINATE LOCATION OF BRACKET NOTE: CEDAR PLANKING FINISH 4 ? ON METAL STUD AS MOD BY LOCATION OF UN-FINISHED ENCLOSURES ON EXPOSED SIDES W L ry FREEZER CAE BELOW.SEE KEY NOTE 3. (3)TO RECEIVE CEDAR (TYP.) X ii/ii• O 3 FINI EXISTING 5/8 D. SH W TO MATCH EXISTING "GYP.B Ix WIDE WOOD NAILING STRIP •�. i/�� '^ ❑ !SEE BELOW) O ® VERTICAL CEDAR PLANKING, SECTION OR 3/4"MDF BOARD U) Z FRAME SPACING PLAN VIEW O I"X 6"CEDAR FACE BD.FACE OF CEDAR BD-MUST W QT m= 6 ALIGN W/THE TOP FRONT EDGE OF FREEZER CASES d) 6 14 BELOW.ADJUST LOCATION OF BRACKET AS REQ'D. O N s °' ENCLOSURE SIZE SHALL BE MINIMIZED fTYP.9"X 9"1• w 19 FRAME SPACING PLAN VIEW 6 2"XI"WOOD NAILING STRIP.ATTACHED THRU WHERE REQUIRED.EXACT SIZE CONFIGURATION OF W 'n 0 15 l4 g ❑ PRE-DRILLED BRACKET HOLES. EXIST.9TL.COLUMN ALL ENCLOSURES TO BE APPROVED BY TRADER JOES 9 19 NFSG MCSG UNIT,FROZEN FOODS 4 ICE CREAM ENCLOSURE.PREPARE REP U 4 1 ❑� FOR PAINT.COLOR TO 7 9 13 ® REFRIGERATION PIPING TO FAKE COLUMNS. MATCH WALL PAINT.FINISH 11 II COLUMN CLA N :n M _ COLUMNS BY CARPENTER FROM TOP OF CEDAR ATYPICAL FAKE DDING m ; _2 5 13 --� ❑9 3 5/e"METAL STUD(I0 GAL) FINISH TO SCALE I Irz"•I'-0°1 AT I6"O.G. UNDERSIDE OF FINISH In LL n- 3 —— 6 3 —— (— \ 7 10 4"VINYL BASE CEILING ABOVE W a- WO a 3/4"WOOD GRAIN MELAMINE PANEL TO FLOOR EXISTING CEDAR D 0 EXPOED SIDES IPLANKING FINISH ON SHEET NAME / II w > / 6 12 18"X 18"ACCESS PANELS.COORDINATE NUMBER m - K W LOCATION W/MECH.PLAN UNFINISHED ENCLOSURES wQ © ww - EXISTING 5/8"GYP. ARCHITECTURAL 4 0 (3)TO RECEI�: FREEZER UNIT: FREEZER UNIT: N u 3 I/2"CDX PLYWOOD VERTICAL CEDAR BD.OR 3/4"MDF FREEZER UNIT: BOARD I 12 Q I Q 14 3/4"THICK CEDAR GAP PLANKING(I"x8",I"x6", DETAILS LL O[ I"x4")W/ "x6"RIBBON oCEDAR a w T I _m 15 I"X 6"CEDAR RIBBON TOP OF CEDAR PANELING FINISH ONLEXPO EXPOSED DWG.No. T —— J 0 5 >E L——————- L— >W VINYL B49E((OWMATCH SIDES(TYP.) J L 9 EXISTING) Ix EXISTING FRAMING FIN.FLR FIN.FLR. F_4 CONCRETE SLAB EXISTING GYP. AT ON METAL � Q I I-- STUD WITH INSULATION(TYP.) e 10 6 B 2 ELT° OOR ENCLOSURE SIZE SHALL BE MINIMIZED(TYP.9"x S'7, TRRIFY O� RA1 L HEIGHT WITH RIFT O� eAl 1 �Ir•^ nT: WHERE REQUIRED.EXACT SIZE CONFIGURATION OF R I -'a aF:aRF�'TATIVE TRADER JOE'9 SENTAT- ELEVATION COLUMN/ ALL ENCLOSURES TO BE APPROVED BY TRADER DOES FREEZE SHELF FRAMING DETAIL ��FREEZER SHELF FRAMING DETAIL 3 STORM LEADER ENCLOSURE CLADDING REP R -20 SCALE:3/4"= 1'-0" 7 TE�ECAL"FmKE°COLUMN CLADDING amcnA Oa >OX m��mFnTX _ 0 72" _ m� zR7c0 D xOA;$°w $°..can 0y a 0 �D D<n�0 pC yym0 D�3 zmA� s A A m �O Ompz D� 3D0w UI,D DOOM m m(p =A0 N - t� N A m Y imDm<n r rOp O z D m�A�� r m z£ �m £ c�nAmC P U n O M,n D. m r o nt N ° �oio £pa om°z z m `zz�' yAg pO(0 z£ m ^;D ' Fj? f @tp Z e z ° zXzEiul D yp 0UA yV� (D14� (1_ 0Pm U) �r�z mN (PDT (Pn' y. "vD £OA(1 r-----�lOmm9 D mD D m ti0-� J r__- Dz�r m rO m -i m 0 n'mmy p3 D �S D T71 �1�Dp D y m A mmI�I r-N O IIi-0O r— AAQm y(.ZD N Amom a pdj a OD D 9 � £tax X r O) z - m m AmO� 3 a m mg � o A ❑��n m m' g T11 A�z r rm°fi o A aAl x (° i��y @ z m `jm{- Z Om ~�A 111 m ------------ r a l2" m �r� OVERALL H,T. r gg g_g m r� r4i r4i r--------- - y °y� �tpoz mDC�'~ N a�v T �t�n Mmp< x �O+,Do $ x A m IjIO AQ T z Z D U £T° _ o 0 pp O l0 0 D `------------' A <e m Hu O Z z p@ z Op m I OVERALL HGT. 1mO�Y-ii ppZyrDm Arym r -----� (1 3 Z 3 Z b m i m a A mm, n D - m mog m r O T p a t��pppp m D' `' yDt w r Q m T /� 1> S m z _N n Q u! ni m a o i DA . X — z N a (N m g mza mg m z x � =4 �o (� 00A r00 w M OU D N m x N� D � A&p' A r rn trmnmA om:0p DJ W 3'-� N 1 P Z m 9° D 6" 2'-6" D \ r O z z w V4 D£ 4Sp�r £ 3 D�Q L �gD rl'Al zzOmm�Ai O n �' A�O O Cm1f� i? °A UUA �i?cp�r llxA�p� °o Sa\m�� o m "D� m m J £p A_ mD zm(0 °y D p�N' 03 t-� f1 z 'xr O�O��AO m0� Z(1A mTllim6�1�j0 jG` �m V w - T x -4 Or mz�.D£$D �mU mOm p mDry� m <6£Az�\yA ri0 ggg (103D�i m$�� A m m A o?og a�� A8 r Him pm g� m I�a� �O mA "� g cf D m oo �D m x NmA O OAm D �A z �i •O 0 N m y s O11DO D� m mc, i Dr01 DD �n3(lrplN / (O Atlg l Z-0 mm=O1 a° Dm Ap0 m m ,-zipti c m tl Ill D�mmmm OA c 03mi� O oAtpM A l] m�Opp? FAO u F�yFl�i \ z 00pa°z I -1 -DOA O �m a� o Tr11 OrYim--zp�y 1 O A D�� r- z r0pr Q =mj 0 J m110 m(1OypA Z El n %' z D o r m m z z mr� l� s m � Nz rN r � . m Q Q Ou-Dcm J -J U. uu t—I pA£ °� U . OOc nrON / r A AA n AOp? I uvo7-jr Az AOs' 8O* DA O A -QF NDD O� OO rdy °x £ p mrOmw AN r D 3Z- 0 0 VT(p� ° zl] T D2 Cl Dm O A %�A,2ll0 D A r, ro> Wm L Q �L m A m O $A Arm mm Fla" "m m m Ate,., o r--n mm-D �x I�xAO A �mA �z� T-�z_'1 L m Qm DDZp �COm DmD zDm r � 0� mm MAmA p7 r D DD _ Aty� 0Z0Z Zygx A(lp Cm70 OA 3 m zA� �N p y4 v F0A P O rA caOA rD z D LAr TOP OF JOISTS®MAX I'-O"O.G. RtW.5 TO BE EQUALLY SPACED TO 20 O r o m O 8°(12"MAX.) r- ?u 00 £ � PROJECT TKADER JOE,S � � T. t� � � REVISIONS NO. DATE COMMENTS u o z REMODEL /EXPANSION Ct� %` N Q 2i CHRISTMAS TREE PLAZA �C/ O y Qm i 2.23.15 991E FOR PERMIT i;! M HYA OUI5.TE MA 962.6., Y DATE: SALES STORAGE TENANT$TO "•'ITC PLAN 10/16/15 �r o o a° do Q 11,155 sq. ft. 1,541 sq. ft. 514 p o -e0. (D y0 JOB No. o� n FT-9833 MISC. TOTAL EXPANSION SP t �g>• r `p< DRAWN BY: 5-10 sq. ft. 13,212 sq. ft. I,191 sq. ft. F �� FTA � � •_ ,f7V 10fY EXPANDED EXPANDED lA EXISTING O 3,1 CEILING NOS LIGHTING FIXTURE 5CN E S OC PEV£RAG£ EXPANDED cFi --ID no — — I. EXISTING CEILING GRID TO REMAIN. REPAIR AND STANDARD FIXTURES ° ` � _ — L MFG.�I-DEL• E90RIPTION r9 LD LAFIP TiPE 9T FLUORESCENT CKROOM ARE .__ __ PATCH CEILING GRID A9 READ ANv PRovIDE NEw REPLACE GRID A5 REQUIRED FOR "LIKE NEW" LInaNIA aka'REw99.maFFER T-eAR EXI9TG.A.C.T..CLG.m 110 10 IP9 r -I �'� SUSPENDED CEILING FRArTING TO ACCOMMODATE NEW APPEARANCE SO THERE I5 NO VISUAL DIFFERENCE A 2�*L 4 aL LPwm Nx sr4NDARD LENS - ARID L.E.O. • 10'-9•A.F.F.,MODIFY NEW A.C.T..C4G.SYSTEM'° r CEILING MODIFICATIONS AND NEW CEILING ELEMENTS LITHONI4 NEW DROPPED BOX BEAM PATCN/REPAIR A9 Ir--------- - -----1 Im-5"A.F.F_TOMATCH II 'i(SPRINKLER HEADS,FIR ALARMS,DIFFUSERS. BETWEEN THE NEW PORTION OF GRID AND EXISTING GRID. 2k4-RECESS.LENSED eF22 T-BAR EXISTMG STOCK RM.CLCI 2GTL 4 emL LPSSO Nx _ i AND CEILING(SEE DETAIL IS AT EXPANDED I ,_9PEAKERS ETC.)AT COOL BOX EXPANSION. CUT BACK EXISTING GRID TO NEAREST FULL TILE PRIOR TO A2 ELUL 11QOF`EBAR14 z) fiR1p LED. II/A-20U.MODIFT/PATCH iOGK AREAS VERIFY AREA IN FIELD -- --------------- ------------- EXISTING ADJACENT I �. II rDlra9.FDR REF,aNLn - EXPANDING INTO EXPANSION SPACE 50 GRID IS LttHONIA zkr RECESS.LENSED n�ir *-BAR G7P9UM BOARD CEILING B ® X+rL a Z LPe99 Nx rROFSER wrtN - GRID E E E - �o GYP.BD. CONTINUOUS. EX 9TMG LIGHT EMFJ25E7JC BATIERT Emma L.E.D. ff 49 REOIIIRED I EX19TG.INCAND.LTG. TO ®CLG.e £ 15 REMAIN-VIF REMAIN(NO CWfNNGE) e® P.® 9'-�A.F.F. 2. ALL EXISTING CEILING TILES SHALL BE REPLACED EXISTING E H2 IL==--- J +_• • PAT5TO.GP. A9 REOD. CEO. Q I ---_ _- - _-�...�-.� -J __ _--_7- / , To Be RELOCATED - 1 W _-___ -- _-I--a---�.-C_ _ 8 / EXI9rIlYa LED LIG41T l'-S'A.F.F.(NO CHANGE) Q.. ._O-__ - ---_�.--. - - Q MODIFIED - I I I I' tom ExITj 9 1__L I - MO uiuDNIA 2kr reECFm',R°PEER'� T Baa I - r-_ �- C 2GTL 2 31L LP0 Nx STANDARD LENS ®� GRID L.E.O. EXISTING a ----_ - _ I. _-T r-- - - r O D m LITHOMA 4'-0'SURFACE WRAP 91)RF4GE ---------- I�1'-6'A.F.F..MODIFY { r - ® 91L/NmL D40 LPa90 Nx FLUORESC.ENT Rw - YP.BD LEG. I I l' l•o' Ea. IA -- EO WALL ABOVE.(MATCH E IR ) _--- ®� /✓//�j- VN CLG.(AS STL4 a¢L D�LPS90 Nx 4 FLU01�9OENT(� - T BD L.E.D. _ LINE N W GYP.BD CAIRTA a__ 9'-0"N HA CHE DI 0 SHr. f • 106 EXI9TG.GTP BD CLG REMAIN(NO CHANGE) EXI 9HIOWE O 0 e Q E , / GAOLER.yl E-E DETAILS B A i '. A 'A'2 CbLJ-Q L3mAAM 1�D rn'aT 4'-0'STRIP FIx1URE W 1'-S•A F F MO CHANGE) _ E ,(l4 Vly -/�y = W PATCH/REPAIR A9 EOD. I r ��((( � 31' E EX19TG.IN D LTG T® E _C.... rt• � - Ex i Is oEEIOPCAFi'rnnxE ___ __ ____ _ _ ,1./�•• VIN7L CLG.a 10'-5' / ®� _- I _- -_ T _-r I //////� A.F.F.-MATCH Q o Rmrl91m LlaMmn. vapge nmHr „ d h--- I F -J 4 _ ` EXI5TING(A9 SHOWN 0T TRADER JOE9RAnr>M m. _ wrALLED _ F� ��/ HATCHED)(V.IF.) •FIgE7t1¢mom - E —rC �- ii - -- 1� - � _ �// EXIT SIGNS 4 EMERGENCY LIGHTING -' I _ -I—IA LED Exrt SIGN SeE WI i -1-- I� EXIT ® - SURFACE L.E.O. _ I S W 3 R 10i311 EL N W/F IIS3.BATTTERT E900 un _ 1 I __ __- _I _ I T m !y-�f_- r I- -2'� i-- I �� - urHONIA c ACT E 'nLu cLG Q N -�� L_ 'g/' - _J_ _. _ rc ///;G//'/.i. _—-—- H JskELM2 LED EMMF CT LIGHT E�y� - MOIwrED LED. B _ ` I �— A D.I _ m LL _ - --- —O //� _ L_ 1 _y _ - _- EXSEE 19711.�a A I-IZ - LITHONIA 1gAD 9PIGLE 1 9NT. PROOF O +_- II G- = IS F ,- EL4 Nx N0905 E9mD N •p I I :� GRIp EXISTING -f-_ ;// �1 - I _ -!- 5 -_I I -_I _-I/ dIRIA.. SF- _ EI'&%AENOT LIGHT W o N NEW A- F CLG.SYSTEMMATCH C // -;-GRID-L ___ --HI I r %///, _ I r I,* __ _'J _ '-l• - 4 i1LE £ �='q FlxTd2E TO REMApI 5: Z CLG VERIFY AREA IN i:� '_� _..l! -../i- I -.R/ � *i yl I 1 .I,�P`�// - �_....1f� I -T 'II - B £ ® TO REMAIN EXI FIEL ONLD)(DIMN9.FOR REF— 4—1 i i I !-S /..... .I _, - �IE�/.,,,/JT - I »{//% i `i!/E:JI f- °'d.�ll I EXTERIOR LIGHTINGTW9 LED B6KIA 120 PE WALL POCK 9HET. L.E.D. EXISTING SALES AREA. - --_,,...1 '-, '1- _ -i r-;�J-_ I: f :�/ri%_H/L --I I�j IY -.-1��_I /I/V- 4/ 4 ILLu1MATED IAIT 9KN / A {..- ' _I wi I 1 1 _I _ I 1C �� d LInaNIA 12—LED E l/ 1` J� TWH LED IOmm 2w SM WALL PACK L.E.D. ® + _ L ® nM M LT DDBm Esa' F_-�f-�I ?t � TJ1 I r I ' J _-, i _4 C•)= INSERT vOL7AGE REQUIRED NO. (SEE SHY. E-500J - I ...� -1- e rr -r .� ..' I O_ EM OUTPUT OF OPERATING PERATI EWALF-514ADED FIXTURES MERGENCY E(1ALL)FLUORESCENT UOR4 SC T LAMP A ME EQUIPPED WITH AN INUTES.L MEN EI AST MERGENCY GENCY BALL Jeffrey // _ M11 THE L r- -_1 + E,r T _ J '-^ I� I l r-�J--r f- I T L-i ^ / ` 15ALL45T SHALL BE FURNISHED W/AN ILLUMINATED TEST SWITCH AND CHARGING Ta�1�Y` - %�D _ L 1 --1 1�I r--1_�I / - INDICATOR LIGHT TO MONITOR THE BATTERY 2 CHARGER.T SHALL BE UL L19 7j I I I I l '4 A TED. 1 _ __EM I / i r♦-__I- I IL 1 i/ _ I,- 7; -J- - PER NEC 410.13.ALL RECESSED FLUORESCENT U.NNAIRES SHALL BE FURNISHED W/ "'I��!!!' I .T - I A DISCONNECTING MANS INSTALLED BETWEEN THE BALLAST(FOR NORMAL' I [ -��J/ I :i I�8 �I y /+ Architect I g LIGHTING)1 THE INGOMMG POWER,IZ ENABLE 9ERNCPG OF THE LUMINAIE W/O `� EXPOSURE TO UNINSULATED ENERGIZED CONDUCTORS. 572 NOTth BTOadw - - ' L"-Ir4G._ NG r�-_ --� T IC_ E iC1 White Plains, N.Y. 10 1_ I - 1 I G 1' NOTES: te19142090011 fax 914 289 0022 U'i 1) SEE ELECTRICAL PANEL SCHEDULE R15ER DIAGRAM FOR 4- _I I /: {- - _/// L4q 'I- T-_L_ A2 VOLTAGE REQUIREMENTS. -—- -—O 2) TRADER JOE9 TO FURNI5W ALL INTERIOR LIGHT FIXTURES,UNLESS OTHERWISE OR TO /IL _Z I A _ _ _ ) HALL LIGHT SWITCHES AND LGWING SENSORSNTO BE MOUNTED AT.3'-4-A.F.F. L L }. C.I GENERALOTED.TENANT l J - _ - --I_ 4 (TYPICAL). 3 / r _ R �Cp _ / _-I - ) E.C.TO SUPPLY,INSTALL.AND WIRE ALL EXTERIOR LIGHT FIXTURES INCLUDING �O•' '1 .)__..: I I I ��fi�111 - �� ! 1 i�I -r_ TI..�'F _ 1 J E EMERGENCY L -'-{_ 4 FIXTURES TO BE WIRED O TRADER JOES PANEL(SEE ELECTRICAL DRAWINGS (,� �'•� �C �� f�L l / - L ll;�, 1•l �- I I ar _ I - I _i __-L_-� FOR CIRCUITS) 40 EXISTING 1I- 1 I 1 1�L_ ^,-[L ,1_ - _-ii�� _- �I'� XPAN � -- 4 E DED A AREA 'r - - �i%i /?` I _ I -T 1- 11__ I -I'- _ -f-_-1�-,1 A A 0 • Iml 1 T--I--_I_-;_ I // I. 1 7--�-__I —1_-'1/1- — 101 EXISTG.A.C.T.CLG.• f-C:d_._ 1-- WL I �' EM I I I 1�--I-_ ExISTING'--//,, �'-- L- I I I 4 SYSTEM A.C.T.NEW 1 CLG.AND GRID m� 10'-5'A.F.F. I "f �-_ - I I '�- I -_ T-_ _ NE 9'e S.F.F.TO MATCH .)_- __ I -'-^ I I (---J_- _I I-- —1-__ I CLG - EXISTING SALES AREA CEILING d/ p t IN CHANGE) I I---{__f-- Il PATCH AND REPAIR 49 _ //, -1 I r_-I-_ L�' --_J _ _ J Q Ak- REOD. � _II --�— I - _--I,-_ I - I i_ �''"�� IJ- I_ :i/ -�---L_ 21 I T_-�1-__I I �-- I -4-_I" I T -I-_J_ 1 -� __ IEr7 -- _- r 1 7-- 1--'_ -L T_ I _ _ -4 2'-10 4,_62'-10 I/2" W 4 �6CIT I —r— I - 11 EI PATCH EXISTING __ I 1 I__ I -__�__r-- __ -_Y F--�� CURTAIN WALL.A9 _ F -_F-J - I -IT _I r -___ -~^- 4 MODIFIED • w EQD.TO I I N/L 7 I _-I lE I__ I. --1_ I T NIL ACCOMMODATE NEW +LJJ 7-- I I�__ I _ I I I-_ DOOR INSTALLATION �_ EXISTING 30'DEEP OPEN W _ -- -- -- - _ - MMZZJF�OO (TO BOTTOM) —_—_— • 9e5'0'ABOVE J(WW - O•ri I _ dyN1 -IF rT7PJ R W�W l -I-- _ _—___ —_ _- -___ \ NEW LADDER AND ROOF Aul 6 + --- A E >- EXISSTING ACCESS WATCH.(SEE DETAIL 19 W n u LI IL_:)✓i: 10/A-201 FOR ADDITIONAL W Ul 0 � INFORn4noN) u � �1 EXISTG.A.C.T.CLG. E® E® ® E®-I,•••_E®,•••m•l E®�- E®'._.c••s 1�1 II-S•A.F.F(V.1.F.) _______ -_�_-- --- -----__-_-_-_I-_-_-__�, PLATFORM REFLECTED CEILING PLAN N (NO GRANGE) _ _—_—_—_- —_—___ —_�_—_—_ •+m1 PATCH AND REPAIR -� SCALE:I/8" 1'-0' W H A9 EOD. PATCH EXISTING ( a S z Q CURTAIN WALL,A9 m EOD.TO ..9 Z IL LL ACCOMMODATE NEW IL Q DOOR INSTALLATION Q K � 0 SHEET NAME N REFLECTED iCEILING PL)4 DWG.NO. 3.1 MOM' I IA O O REFLECTED CEILING PLAN SCALE:I/w. I'-0' O PREVIGIJ9 LEASE LINE TLs.G.NOTE: E L E VAT I ON ICE T' NOTES VERIFY FINAL LOCATION AND HEIGHT OF CEDAR NEW CEDAR i0 MATCNI EXISTING EXISTING CEDAR PLANKING-PATCH AND REPAIR AS R 2B EOD. 29 PLANKING WALL FINISH ❑ NEW SLIDING DOOR PACKAGE W/GLAZING A5 PER TRADER THROUGHOUT ENTIRE STORE JOE'S SPEC'9. WITH TRADER JOE^S REP. �,-4. _ PRIOR TO INSTALLATION ❑ EXISTING CURTAIN WALL,ALUM.VESTIBULE FRAMING,z BO.DECK GLAZING BY LANDLORD UNDER SEPARATE PERMIT EXIST.INFILL STOREFRONT WOOD WINDOW FRAMI •CLEAR m I8 ❑ NG TEMPERED GLASS BY ILL UNDER A SEPARATE PERMIT 31 3 3 19 3 19 3 19 2 I TTP. TYP. GYP. ❑4 NOT USED m I y y y �' • —f--. -_� -..-1 _J = -� \ 0. R ❑q NOT USED • "* w _LJ --_. i !L_\-_ J,. \ — Jl___ ! ---_-', �: W ❑ ADA COMPLIANT HI-LO WATER COOLER W I :8 �,_0ii ._ ..-_ _ -- _ _ _ _. r. -.-.. ..-- - 0 ❑ VERTICAL CEDAR PLANKING O x8 'xb',I,4")W/V,e," - 14-0 IR"z t EXISTING RIBBON a TOP OF CEDAR PMJELI I i x8'®FLOOR H NEW DOOR P EXISTING EXISTING B NOT USED W m t 13 t t V.IF. 13 t v.IF. I3 IN EXI9TG.OFNG.-V-IF. 1 ❑ W O EXPANSION AREA EXISTING INTERIOR STOREFRONT NO CHANGE) 25'-e,l/8"z(EXISTING VESTIBULE) ❑9 I'k b°CEDAR RIBBON ABOVE DOOR OPENWJ W ❑ CEDAR TRIMMED OPENING AND CORRIDOR ENTRANCE.(TO 2 Z9Z TOILET) IU O A FROM ELEVATION II FIN(FLOOR TOOUNDEERSIDEE OF CEILING ABOVE E TO FINISHEDSURFACE 12 FRP.PANELS.SEE FINISH SCHEDULE Sl 13 4"VINYL BASE Q ry O O O O O 14 O 6"METAL BASE ❑ PAINT:FROM TOP OF DOOR TRANSOM FRAMING•WINDOW m FRAME OR CEDAR PANEL TO FINISH CEILING ABOVE.SEE O - 28 29 I FINISH SCHEDULE. Ib EX MOTION DETECTORS j ERATION CASES. NOTr;NO 4'VINYL BASE BA.DECK _ ____________________________ AREA OF I REF(CEDAR RIBBGN (FROM 6IW TO g-0 AFF. It BEHIND UNIT.)VERTICAL CEDAR PLANKING , _______________________________ ______________________________ Ib IB M � 18 B 19 I 19 I:, " ,: � " 25 EXISTING.D CEILING A,C.T.AND INN TH C EXTENDED,SEE REFLECTED CEILING PLANS MID FINISH 9GHED. I IHIMIII a Q ❑ Ei�FLEctEDCEB CEILINGS TOF MODIFIED, E 2 _ - Jeffrey - ----i- 0 - EXISTING DOORS TO TOILET ROOMS,SEE PLAN/DOOR 9CH. 9 -_ai 9 - _ --------------- - r _-- . 3- IABON DOOR TO DEMO ROOM.SEE 0 mQ� W0y 21 STAINLESS STEEL EL Taylor _ .__--______ . .Ludi DOOR SCHEDULE. NEW D IOOR I 13 l IDOR U 2 = 22 ELIASON CAFE'DOOR(5)TO BRIDGE.SEE DOOR y, } + ❑ SCHEDULE. Ar C 111 1.e C 1. PACKAGE IN TYP. t Li 20 t EXISTING 20 23 DOUBLE E IA50N DOORS TO STOCK ROOM SEE DOOR IF. 572'NoTth Broadway EXI9TG.OPNG. (34'-0")FLOWER DISPLAY (46'-0")AREA OF REFRIG.CASES v. ROLL-UP SERVICE DOOR(MANUAL OF FROM STOCK White Plains, N.Y. 10603 24 TO LOADING DOCK/EXTERIOR SEE DOOR SCHEDULE C•� te] 914 289 0011 +�+ 29 EGfESS DOOR(NEW DOOR IN EXISTING FRAME) fax 914 289 0022 0 B E L E CV LE CURTAIN REFRIGERATION UNIT AND AT1ON EGG CASE WEIGHT . EP L� 2t NEW 5'-0•x l'-6'M.O.FOR RESERVE FREEZER DOOR e L.NE OF UNDERSIDE:EXISTING ROOF DECK(T.0.STI_ �. O n + L VERIFY HT IN FIELD.) ` ({ (/� q I 29 EXISTING OPEN WF15 JOIST VJF./DEPTH RI VAESJ V V i5 hQ� N ,G,GGG I OlA O 3 3g EXI5TING 5TEEL GIRDER OR BEAM V.IF.(DEPTH VARIES) 31 PROVIDE'3M'BLACK-OUT FILM ON EXISTING GLAZING UP it TO l'-O"AFF.(OR TO NEAREST HORIZONTAL MULLION) • � �' 20 : 29 O � �� I ______________________ J B It 15 IB 26 FIE] t B 9 I i5 T1 18 15 12 IS 29 W a n �j I .9 _71 sa~ s ---------- AREA OHALLWAY REAR LOADING DAIRY CA9E9(32'-0") ,AREA OF� (44'-0")AREA OF REFRIG.4C45ES DEMO TO LU CORRIDOR W Z N REFRI REFRIG. STATION BETCIm EXISTING EXISTING O Q 6 6 t CASES 13 t I3 CASES 23 l I3 VJA t 6 l 'IF. ELEVATION TYP ELEVATION x ' G WWH- SCALE:W.I'-0' SCALE:Vd•.I'-0• W��Z W��Q WQNY O�-=m 6 6 I G mQ O Z LL zz IH 28 29 29 2B IB IL a m Q 46'-4° _ -_ p O 0 BD-DECK &____ --------- -- ---------�-- - - ------------------ ------------------- ----- -'---- -------------- --------------- - ET NAME IS IB 2 -- - SHE I 12 { I Il i 20 29 15 I 18 31 3 � SIGN 18 •Tp�� !. ': � .^•U' EXISTING EXTERIOR Ib g'0, `\ Ib B �r J f f INTE I`I OR AMAIN.CHECK FOR _ 2 / S / O/ // III-�(—�I I� - ELEVATION ZJZ W F4"YFh`F� ' 1 !i W PER OPERATION J r• T 19LL STOCK 0 = BRING TO'LIKE-NEW' 'q ti 6�e 0 IS rb 19 W F ROOM a H CONDITION O- $ALES - 0 - DWG.NO. Ip E E@� 8 O r p I6 ,I` :I/ v EXISTINGAMNA Q.H. 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REG iR-S&26 EXPIRATION: PJH/M i LIGHTING FIXTURE SCHEDULE ELECTRICAL SYMBOL LIST ELECTRICAL ABBREVIATION LIST MARK SYMBOL MFG./MODEL B DESCRIPTION VOLTS LAMPS WATTS QUANTITY MOUNTING LAMP TYPE SYMBOL DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION STANDARD FLUORESCENT FIXTURES A = 2G)L 4 90LOLP850 NX TROFFER STANDARD LENS 277V 59 27 GRBID� LED �� HOMERUN TO ELECTRIC PANEL BOARD. HALF ARROWS INDICATE QUANTITY OF SINGLE A AMP.AMPERE LRA LOCKED ROTOR AMPS Jeffrey LPA-3 POLEL20 A;MP CIRCU13CUIT ,. COMBINE CIRCUITS WITH LIKE NUMBER A7 PANEL. (I.E. TO AC ALTERNATING CURRENT LTG LIGHTING Taylor N/L LRHONW 2'K4'LED RECESS.LENSED T-BAR(� ® ZCR 4 60L LPS50 NX TROFFER W/EMERGENCY 27W - 59 4 GRID LED EL14L BATTERY NL I CONCEALED CONDUIT IN WALL,ABOVE COILING, OR EXPOSED. AFF ABOVE FINISHED FLOOR LTS LIGHTS Architect LITHONM 3/4" UNLESS OTHERWISE SPECIFIED 2GTL 4 BOL LP85D NX 2r<4'LED RECESS.LENSED TG BAR AFG ABOVE FINISHED GRADE MCA MINIMUM CIRCUIT AMPACITY B ® EL14L EMERGENCY TROFFER RID LED CONCEALED WIRING IN FLOOR SLAB OR BELOW FINISHED GRADE.ERGENCY BATTERY 27N - 59 3 GRID __-__-- 3/4"UNLESS OTHERWISE SPECIFIED 572 North Broadway AHU AIR HANDLING UNIT M/0 MULTI DECK REFRIGERATION CASE TPhite Plains.N.Y. 10803 C LTIHONl4 2'v2'LED RECESS. 27N - 43 0 TGRIIDD LED 2GTL 2 37L LP850 NX TROFFER STANDARD LENS > PANELBOARD- SURFACE MOUNTED. AIC AMPERE INTERRUPTING CURRENT MCB MAIN CIRCUIT BREAKER fax 914 289 0011 fez 914 289 0022 UTI/0NW 4'-0"LED SURFACE _ SURFACE AWG AMERICAN WIRE GAUGE MH METAL HALIDE Ener S uared STL4 40L D40 LP850 N% VOWMETRIC 277V 40 2 GYP.BD. LED � PANELBOARD- FLUSH MOUNTED. BFG BELOW FINISHED GRADE MLO MAIN LUGS ONLY 9Y Q LLD40 AL 4-0 LFD Su R SURFACE UNDERFLOOR DUCT RACEWAY SYSTEM WITH INSERTS AS SHOWN. (WALKER({2 OR p� ® SR4 40L LP850 N% VOLUMETRIC W EMERGENCY 277V - 40 1 Gyp,Bp, LED #4 AS INDICATED). PROVIDE ALL OUTLET DEVICES, SUPPORTS, COVERS,JUNCTION C CONDUIT MSB MAIN SWITCHBOARD EXIT SIGNS & EMERGENCY LIGHTING BOXES, ETC. FOR L COMPLETE SYSTEM. S0ITN, DUPLEX RECEPTACLE OUTLET(HOMERUN INDICATES PANEL DESIGNATION, CIRCUIT 3) C.B. CIRCUIT BREAKER NEC NATIONAL ELECTRICAL CODE LRHONA LED EXR SIGN TT3 CIRCUIT NOMEN -CLATURE APPUES TO ALL WIRING DEVICES. MOUNTED VERTICAL LOM RED LETTERS 277V _ 0.82 5 SURFACE LED ( CCTV CLOSED CIRCUIT TELEVISION NEMA NATIONAL ELECTRICAL mvoeoou.a. EXIT ® S w J R 1x0/x77 w EMETIC.BATTERY SURFACE 018"A.F.F.UNLESS OTHERWISE NOTED.) MANUFACTURER'S ASSOCIATION m°'°�°�°'•41•i°X1O0 P.ma.Roy Ne% mew - EXISTING LIGHTING FIXTURES 'WP/GFI DUPLEX RECEPTACLE OUTLET. WEATHERPROOF AND GFI. CKT CIRCUIT 2X4 EXISTING lID T-BAR LED /T5 (MOUNTED VERTICAL 018"A.F.F. UNLESS OTHERWISE NOTED.) CU COPPER NIC NOT IN CONTRACT FIXTURE TO REMAIN GRID SINGLE RECEPTACLE OUTLET 'Y CUC COPPER GROUND OC ON CENTER 2x4 RELOGTED LED T-BAR (MOUNTED VERTICAL®18"A.F.F. UNLESS OTHERWISE NOTED.) PNL(S) PANEL(S) }�iwes FIXTURE TO REMAIN - GRID LED CUH CEILING UNIT HEATER ISOLATED GROUND DUPLEX RECEPTACLE.ALL ISOLATED GROUND RECEPTACLES ARE (R) REMOVE ® 2X2 EXISTING LED T-BAR LED TO BE PROVIDED WITH A INSULATED GROUND CONDUCTOR FROM RECEPTACLE TO DC DIRECT CURRENT C FIXTURE TO REMAIN GRID ISOLATED GROUND BUS IN THE PANEL (MOUNTED VERTICAL 018"A.F.F. UNLESS (REL) RELOCATE AND EXTEND CIRCUITING W> OTHERWISE NOTED.) DE DUAL ELEMENT(FUSES) 4. ® 2X2 RELOCATE)LED T-BAR RLA RUNNING LOAD AMPS FIXTURE TO REMAIN GRID LED WP ISOLATED GROUND DUPLEX RECEPTACLE CONNECT TO GFI BREAKER.ALL D.0 DOOR OPENER ISOLATED GROUND RECEPTACLES ARE TO BE PROVIDED WITH A INSULATED GROUND RTU ROOFTOP UNIT CONDUCTOR FROM RECEPTACLE TO ISOLATED GROUND BUS IN THE PANEL EC EMPTY CONDUIT S/C SELF CONTAINED HALF-SHADED FIXTURES SHALL BE EQUIPPED WITH AN EMERGENCY BALLAST CAPABLE OF (MOUNTED VERTICAL 018"A.F.F. UNLESS OTHERWISE NOTED.) E.C. ELECTRICAL CONTRACTOR ISOLATED GROUND QUAD RECEPTACLE.ALL ISOLATED GROUND RECEPTACLES ARE TO 2015.12.23 .. EM OPERATING ONE(1)FIXTURE AT 3,000 LUMENS INITIAL OUTPUT IN THE EMERGENCY MODE FOR BE PROVIDED WITH A INSULATED GROUND CONDUCTOR FROM RECEPTACLE TO EF EXHAUST FAN S/D SINGLE DECK REFRIGERATION CASE A MINIMUM OF 90 MINUTES. THE EMERGENCY BALLAST SHALL BE FURNISHED WITH AN ISOLATED GROUND BUS IN THE PANEL. (MOUNTED VERTICAL 018"A.F.F. UNLESS ILLUMINATED TEST SWITCH AND CHARGING INDICATOR LIGHT TO MONITOR THE BATTERY AND OTHERWISE NOTED.) EG EQUIPMENT GROUND TK MOUNTED IN KICKPLA7E CHARGER,&SHALL BE UL LISTED. DOUBLE DUPLEX RECEPTACLE OUTLET EWH ELECTRIC WATER HEATER TYP TYPICAL U.C. UNDER COUNTER PER NEC 410.73,ALL RECESSED LUMINAIRES SHALL BE FURNISHED W/A DISCONNECTING (MOUNTED VERTICAL 018"A.F.F. UNLESS OTHERWISE NOTED.) LION UNLESS OTHERWISE NOTED MEANS INSTALLED BETWEEN THE BALLAST(FOR"NORMAL-LIGHTING)&THE INCOMING POWER, r�� DUPLEX RECEPTACLE OUTLET-FLUSH FLOOR MOUNTED (DASHED LINES AROUND IX EXISTING TO REMAIN TO ENABLE SERVICING OF THE LUMINAIRE W/O EXPOSURE TO UNINSULATED ENERGIZED LL77CLJI RECEPTACLE OR ANY DEVICE INDICATE FLUSH FLOOR MOUNTED APPLICATION). GFI GROUND FAULT CIRCUIT INTERRUPTER V VOLT ' CONDUCTORS. ® EQUIPMENT CONNECTION G,GND GROUND VA VOLT-AMPERE SPECIAL PURPOSE RECEPTACLE-VOLTAGE AND AMPS AS REQUIRED BY EQUIPMENT HID HIGH INTENSITY DISCHARGE V.I.F. VERIFY IN FIELD ®I-® OR AS INDICATED ON DRAWINGS. (CEILING OR WALL MOUNTED VERTICAL 018"A.F.F. UNLESS OTHERWISE NOTED.) HP HORSEPOWER W WATT W/WITH QJ I-JQ JUNCTION BOX(CEILING OR WALL MOUNTED). IG ISOLATED GROUND WG WIREGUARD '4J TRANSFORMER INC INCLUDED WP WEATHERPROOF $ JB JUNCTION BOX XFMR TRANSFORMER ❑Y30/3P/NF DISCONNECT SWITCH - NUMBERS INDICATE SIZE,TYPE AND RATING AS FOLLOWS: XP EXPLOSION PROOF AMP RATING/POLES/FUSE(IF FUSED). kcmil 1000 CIRCULAR MILS • $e SI,NGG APO R ALL SWITCHES). LETTER INDICATES FIXTURE(S)CONTROLLED. kV KILOVOLT SI f - OVA KILOVOLT-AMPS $p SINGLE POLE SWITCH WITH PILOT LIGHT R kW KILOWATT $2 TWO-POLE SWITCH kWH KILOWATT-HOUR- S3 THREE-WAY SWITCH LED LIGHT EMITTING DIODE G p 9 $ THREE-WAY SWITCH WITH PILOT UGHT S $M MOTOR RATED SWITCH CODE COMPLIANCE w y THREE-POLE SWITCH WITH LIGHTED HANDLE 1 OCCUPANCY TYPE RETAIL GROCER2 QU GOVERNING CODES MA STATE BUILDING CODE,STH EDITION,2DO9 INTERNATIONAL BUILDING CODE(IBC) •' ,W" $T SINGLE POLE SWITCH WITH-60 MINUTE DELAY TIMER &REGULATIONS 780 CMR-MA AMENDMENTS TO THE IBC O O_ $0 SINGLE POLE SWITCH WITH OCCUPANCY SENSOR(LEVITON PR1BO-1LW OR APPROVED EQUAL) `_ < •' MA ELECTRICAL CODE,527 CMR 12 f./l• �Ij � $ r ® OCCUPANCY SENSOR,CEILING MOUNTED(MOTION&SOUND) •W • ELECTRICAL DROP TO EQUIPMENT OR LIGHTING TRACK 20121NTERNATIONAL ENERGY CONSERVATION CODE(IECC), ^Z t e 521 CMR-MA ACCESSIBILITY REGULATIONS O Q n WALL MOUNTED BELL 4"DIAMETER, 24V. PROVIDE AN EDWARDS CO. ` 2 J 2-- NO. m IF' 156G-6G1 BELL WITH A#592 TRANSFORMER. ov Q-m Q I ❑" WEATHERPROOF PUSH-BUTTON,EDWARDS CO. NO.852. 120 VOLT. rlTERNATIONAL FIRE CODE(IFC),524 CMR-MA ELEVATOR REGULATIONS X Lu_y o S M 0 EDWARDS DOOR BUZZER TRANSFORMER MODEL#592. w J d)w Q a Lai ra LLd11} n DATA OUTLET WITH SINGLE GANG BOX AND 1/2"CONDUIT TO CONCEALED AREA F.9 2 m e ABOVE CEILING OR JOIST SPACE MOUNT AT 16'AFF UNLESS NOTED OTHERWISE. m LL1 - (1) CAT-5 WIRE FROM EACH DATA LOCATION TO PATCH PANEL. DRAWING INDEX � jD WALL TELEPHONE OUTLET 16'AFF UNLESS NOTED OTHERWISE WITH SINGLE GANG DRAWING DRAWING TO-N BOX AND 1/2"CONDUIT TO CONCEALED AREA ABOVE CEILING OR JOIST SPACE. (1) CAT-5 WIRE FROM EACH TELEPHONE LOCATION TO TEL BOARD. NUMBER TITLE CASE CONTROLLER POWER m E-001 ELECTRICAL OVERVIEW SHEET ?' m e m R- u F= FANS u ® L= LIGHTS E-100 ELECTRICAL LIGHTING PLAN A p p A=.ANTI-SWEAT NOTE:ALSO INCLUDES CASE CONTROLLER POWER BNEET NAYS E-200 ELECTRICAL POWER PLAN ELECTRICAL DFC CASE CONTROLLER DEFROST POWER CONNECTION. ® DOOR SWITCH E-201 ELECTRICAL ROOF POWER PLAN OVERVIEW E-202 ELECTRICAL ENLARGED POWER PLAN SHEET IOW6.NO E-300 ELECTRICAL DETAILS AND ELEVATIONS E-400 ELECTRICAL SINGLE LINE DIAGRAM E-401 ELECTRICAL PANEL SCHEDULES E-500 ELECTRICAL SPECIFICATIONS KEY NOTES: ❑X NOTES: EXPANDED EXPANDED IA EXISTING 2 1. EXISTING FJX P AS ECESSA TO E.C. SHALL E.C.SHALL CLEAN A. SEE ELECTRICAL PANEL SCHEDULES FOR VOLTAGE STOCK OOM BEVERAGE S AND RE-LAMP AS NECESSARY.EC.SHALL COORDINATE RD REQUIREMENTS. WORK A BE DONE ON DMERIOR SIGNAGE WITH LANDLORD ® COO FREEZER AND TRADER JOF'S FIELD REPRESENTATIVE B. FIXTURES,E UNLESS TO FURNISH NOTED.TENANT GENERAL ro In O 2. EXISTING EXTERIOR LIGHTING TO REMAIN.E.C.SHALL CLEAN CONTRACTOR(G.C.)TO INSTALL Jeffrey AND RE-LAMP FIXTURES AS REQUIRED.COORDINATE ALL Taylor 10 WORK TO BE DONE WITH LANDLORD AND TRADER JOE'S C. TENANT G.C.TO SUPPLY,INSTALL AND WIRE ALL EXTERIOR AK FIELD REPRESENTATIVE. LIGHT FIXTURES INCLUDING EMERGENCY LIGHTING OVER Architect ROOM 3. NEW SPEAKERS.COORDINATE EXACT LOCATIONS AND EGRESS DOORS 8 DOCK LIGHTS AS REQUIRE BY CODE E E E I 1 O REQUIRENENIS WITH TRADER JOSS FIELD REPRESENTATIVE D. ALL UGHT SWITCHES AND UGHTING SENSORS TO BE 2 T-�a I� I AND TRADER JOE'S VENDOR. MOUNTED AT+3'-4'A.F.F.(TYPICAL). 572 North Broadway EXISTING ° N2 7� — p WNte Plalns,N.Y. 10803 — — — — — — — — • 4. EXISTING(E)LIGHTING TO REMAN UNLESS OTHERWISE E. ONLY NORMAL BALLAST OF THE FIXTURES FURNISHED WITH tel 914 289 0011 Imt E xl 'm Hi :�inli l' NOTED. AN ME CONTROL OBAL1 ST SHALL BE CONTROLLED S. TR��,E [UX 914 289 0022 • MODIFIED I O O Exl g+ Exl9rinY; E1cPa+5loN �_ 5. UGHRNG FIXTURES TO BE RELOCATED(R)AS INDICATED. DAERGENCY LIGHTS AND IXR SIGN BATTERIES SHALL BE Ener S uared Mo E.C.SHALL EXTEND AND RECONNECT EXISTING BRANCH WIRED AHEAD OF ALL LOCAL SWITCHING,LIGHTING CONTROLS 9Y q GO ADO R 12 TfJi'E B OOM CIRCUIT WIRING AS REQUIRED.E.C.SHALL MAINTAIN 5OX MID CONTACTORS,AND SHALL BE WIRED TO A DEDICATED g LIGHTING LEVELS THROUGHOUT SALES FLOOR NEUTRAL EXISTING 70 6. NEW LIGHT FIXTURES,EC.SHALL CONNECT TO IXISTIG F. ALL NIGHT LIGHTING(NL)SHALL BE WIRED AHEAD OF ALL 11 SALES ARFA CIRCUITS,FROM EXISTING PANEL'LPL'.WHERE LOCAL SWITCHING,LIGHTING CONTROLS AND CONTACTORS, LUOM N'S IRO OM I o 0 1aeN ,I,t ( e E FIXTURES ARE SHOWN IN NEW EXPANSION AREA,E.C.SHALL AND SHALL BE WIRED TO A DEDICATED NEUTRAL(BOTH �y EXTEND TO NEAREST BRANCH CIRCUIT. E.C.TO VERIFY IF NORMAL AND EMERGENCY LIGHTS). emmrm N..r..q maa law I E I J B A E 1 �FMD EXISTING LIGHT FIXTURE CIRCUIT LOAD IS ADEQUATE TO E STATION ACCOMMODATE NEW nXTURE LOADS.INSTALL NEW BRANCH E E E E G. INCLUDE FIVE(5)ADDITIONAL EXIT SIGNS BE INSTALLED EElpppp1ggqq I E _D o A m3 CIRCUITS IF NECESSARY TO EXISTING UGHTING PANEL'LPI'. AS DIRECTED BY AHJ OR THE ARCHITECT. Rq1 E.C.S ALES HALL FLOOR.MANTAN 50%LIGHTING LEVELS THROUGHOUT LpTI S H. ALL EXPOSED WIRING SHNl BE INSTNIID IN CONDUIT,ENT �,.°• OR RIGID.FLEXIBLE CONDUIT MAY ONLY BE USED FOR (�E 7. EXISTING EMERGENCY/EXIT UGHTING IN THIS AREA TO BE FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT U I C E REPLACED WITH NEW LID FIXTURES. EC.SFiAll 11AINTNN FIXTURES,MOTORS,APPLMNCES,ETC.,MAX LENGTH SIX(6) .,,',C —� q EXISTING CONTROL ALD REUSE EXISTING WIRING. E.C.TO FEET. c A '� VERIFY IF EXISTING LIGHT FIXTURE CIRCUIT LOAD IS k" ADEQUATE TO ACCOMMODATE NEW FIXTURE LOADS, E.C. I. THE ELECTRICAL CONTRACTOR SWJl VERIFY EXISTING SHALL CHECK ALL IXR AND EMERGENCY LIGHTS FOR CONOMONS TO INSURE THAT THE NEW WORK WILL FIT TO 6 •ti'u`A f A �% PROPER FUNCTION.REPLACE ALL BATTERIES AND LAMPS AS THE EXISTING STRUCTURE IN THE MANNER INTENDED AND A REQUIRED TO AFTER OPERATION FOR 1.5 HOURS ER SHOWN ON THE DRAWINGS.THE CONTRACTOR SHAI NOTIFY OW PER FAILURE ADD DAERGENLY UGHIS AS NEEDED TO THE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR 4 ENSURE 1.0 FOOTCATIDLE COVERAGE IN ALL IXR AISLES. DI�FREN ES.NOTIFICATION TMSHALL BE IE AREA N THEOF A 2015.12.23 B 8. NEW BREAK ROOM LACING,E.C.SHALL CONNECT TO DRAWING OR SKETCH INDICTING FIELD MEASUREMENTS AND NEAREST EXISTING MENS/WONENS ROOM BRANCH CIRCUIT, NOTES RELATED TO THE AREA RtP` E FROM EXISTING PANEL'LP1'. E.C.TO VERIFY IF EXISTING NIL A ACCOMMODATE FIXTURE CIRCUIT LOAD IS ADEQUATE TO J. ALL EXPOSED E G.C.T WIRING,BOXES,ETC.,SHALL BE -- _ UITSIF NEW FIXTURE LOADS.INSTALL NEW BRANCH PONIED BY THE G.C.TO MATCH THE SURROUNDING A CIRCUITS IF NECESSARY TO EXISTING LNVOING PANEL'LP1'. CONSTRUCTION.VERIFY THE PANT COEDIT IN THE FIELD A EC.SHALL PROVIDE A NEW OCCUPANCY SENSOR TO MATCH WITH TRADER JOE'S CONSTRUCTION REPRESENTATIVE. EXISTING. (EXCEPTION:JUNCTIN BOXES FOR LIFE SAFETY/EMERGENCY A 9. NEW NIGHT LIGHTING,EC SHALL EXTEND TO NEAREST WIRING SHALL BE PLANTED RED). _ �� 'L.LI EXISTING NIGHT TLIGHTINGFIXTURE BRANCH CIRCUIT.EC.TO VERIFY K. ALL OF THE DUSTING LIGHT IN THEIR THAT ARE EITHER I \/ A EXISTING LIGHT FIXTURE CIRCUIT LOAD IS ADEQUATE TO $ �) ACCOMMODATE NEW FIXTURE LOADS. BOND RETAINED FOR RE-USE IN THBR CURRENT LOCATION, /LLfdp OR RELOCATED,SHALL BE GOATEE AND RE-BALLED. m VERIFY PROPER OPERATION OF THE El.S11G BALLAST,AND 10. EXISTING COOLER/FREEZER LIGHTING TO REMAIN. EC. REPLACE IF NOT OPERATING PROPERLY. �. nn l I A B SHALL CLEAN AND RE-WHP FIXTURES AS REQUIRED. L ELECTRICAL CONTRACTOR SHALL PROPERLY IDENTIFY THE I 6 rc — J �Yp) 11. DEMO ROOM,EC.SHALL CONNECT NEW LIGHT FIXTURES TO CIRCUIT BRfNERS FOR EMERGENCY AND IXR LIGHTING IN v,y EXISTING STOCK ROOM CIRCUIT.FROM EXISTING PANEL THE ELECTRCL PANELS q 'CPI'.EC.SHALL PROVIDE AN OCCUPANCY SENSOR EAS INDICATED.E.C.TO VERIFY IF EXISTING LIGHT FIXTURE le IT �' EM •.6 CIRCUIT LOAD IS ADEQUATE TO IRCITS IF NE NEW FIXTURE k1a+ F�J LWM.INSTALL NEW BLANCH CIRCUITS IF NECESSARY TO d 9 (TYP) EXISTING LIGHTING PANEL'LPL'. AI 12. EXPANDED STOCK ROOM,NEW LIGHT FIXTURES,EC.SHALL CONNECT TO NEAREST STOCK ROOM CIRCUIT,FROM EXISTING PANEL'LP1'.RELOCATED LX30 FIXTURES.E.C. SHALL EXTEND AND RECONNECT AS REQUIRED.E.C.TO 4 9 VERIFY IF EXISTING UGNT FIXTURE CIRCUIT LOAD IS (iyp) ADEQUATE TO CIRCUITS IF E NEW FIXTURE LEADS INSTALL n + E, NEW BRANCH CIRCUITS IF NECESSARY TO EXISTING LIGHTING 6t 0. e3 PANEL'LP1'.MAINTAIN EXISTING LIGHTING CONTROL LIGHTING CONTROL NOTES: a EXISTING t �C• I A EXPANDED O e �7� q 13. NEW EMERGENCY LIGHTING.EC.SHAD.EXTEND TO NEAREST IXISTNC LIGHTING CONTROL CONTACTORS AND SWITCHES AREA $A A A EXISTING EMERGENCY UGNT FIXTURE BRANCH CIRCUIT.E.C.TO h TO BE REUSED. E.C.SHALL REFER TO EMS DRAWINGS E tll VERIFY IF EXISTING LIGHT FIXTURE CIRCUIT LEAD IS AND COORDINATE EXACT REQUIREMENTS WON ENS ai I q ADEQUATE TO ACCOMMODATE NEW FIXTURE LOADS CONSULTANT. F g 4 I �T pP'- ' A 1{�I L IF L NC__C GRID NOTES: pmC .A.,•.F .#1N A — 'CJ THE NEW CEILING GRID SHALL BE BASED ON O o EXTENDING THE EXISTING'CEILING GRID. m - - TENANT GENERAL CONTRACTOR SHALL VERIFY WITH to TJ'S REP.THE EXACT LOCATION OF THE CEILING IT GRID PRIOR TO INSTALLATION. •W d W i NiL EM ';.ti A ELI TO VERIFY EXISTING EMERGENCY UGHTING ♦Q(L r ^'AX i IH EP+'Cy, WHEREFIXTUREPOSSIBLE LOCATIONSNOM TO EAROMCT/ENCINEER OF FLECT PROPOSED LAYOUT • wm L c X m «O M ANY DISCREPANCIES. �w OFwL�dX cF— I N a —Milklu f LIGHTING NOTE: '� I 1 E I6Ti FXPAN61(at I an O I. �:TI Mi En SEE ARCHITECTURAL PLANS FOR EXACT — xlr _ _ _ _ — _ �A1 LOCATIONS OF LIGHT FIXTURES. :E = E m 1\p�-- EXISTING — •_ ag m V TI U 2 Q a 5 G s om mQ Tr Eml LE_ E_ E_ E_ _ _ _ _ J (— �\ I I I MODIFIED n 2 �C•/�. II3arFo SWEET L ECTRICAL LIGHTING PLAN I 4 ci cz c3 c N I j �I I DVAr.NO PRIOR TO BID NOTE: IT EXISTING LIGHTING,INCLUDING NIGHT LIGHTING AND EMERGENCY LIGHTING FIXTURES TO BE REPLACED WITH NEW LED FIXTURES. J J E.C.SHALL VERIFY EXACT LOCATION,CIRCUITING,FIXTURE TYPE AND QUANTITY IN FIELD. E.C.SHALL MAINTAIN EXISTING CONTROL AND REUSE EXISTING WIRING WHERE POSSIBLE.E.C. SHALL PROVIDE NEW AS REQUIRED.E.C. ELECTRICAL PLATFORM SHALL MAINTAIN 5D%BRANUGHTIC GCIRCUITS THROUGHOUT SALES FLOOR.EC. ELECTRICAL LIGHTING PLAN LIGHTING PLAN SHALL COORDINATE WITH TRADER JOE'S FIELD REPRESENTATIVE ` SCALE,I1W.r-m' SCALE,V8'.1'-W emu REFRIGERATION DEVICE SYMBOL LIST POWER KEYNOTES- SYMBOL DESCRIPTION 1. EXISTING EQUIPMENT AND/OR DEVICES IN THIS AREA TO REMAIN UNLESS NOTED 23. RELOCATED CAPTAINS/BRIDGE STATION PHONES,PHONES MOUNTED AT COUNTER,EC. OTHERWISE. SHALL COORDINATE EXACT LOCATION D REQUIREMENTS IN FIELD WITH TRADER JOSS I EXPANDED P DED ANED EXAN IA EXISTING Z .I FIELD REPRESENTATIVE. LB STOCK OOM E5EVERAGE S F FANS CASE CONTROLLER POWER 2. E.C.SHALL COORDINATE LOCATION OF FALSE COLUMNS WITH THE REFRIGERATION COO FREEZER cc = ® L=ANTI- CONTRACTOR.EC.SHALL PROVIDE CONCURS E FALSE COLUMN W PROVIDE POWER 24.PRIOR TO BID,E.C.SHALL VERIFY WITH THE REFRIGERATION CONTRACTOR IF AN Jeffrey TIED In O A ANTI-SWEAT AND CONTROL WIRING TO CASES.FINAL CONNECTIONS SHALL BE RUN IN LIOUIDTIGHT ADDITIONAL EVAPORATOR IS REQUIRED WE TO EXPANDED COOLER. NOTE:ALSO INCLUDES CASE CONTROLLER POWER CONDUIT. Taylor 25.RELOCATED ART STATION,EXISTING EQUIPMENT TO BE REUSED.E.C.SHALL EXTEND 9 3. EXISTING SCISSOR LIFT TO REMAIN. AND RECONNECT EXISTING BRANCH CIRCUITS FROM EXISTING PANEL LP2 TO ® AK DFC CASE CONTROLLER DEFROST POWER CONNECTOR. CORRESPONDING EQUIPMENT. Architect • ° ROOM 4. EXISTING FIRE ALARM ANNUNCIATOR PANEL VERIFY IN FIELD. SYSTEM NUMBER 26. ZONE DAMPER TO BE REDUCED WITH NEW.E.C.SHALL DISCONNECT D RECONNECT 3 Ima ® 5. RELOCATED STACK RECEPTACLE,EXTEND AND RECONNECT AS REQUIRED O 12'AFT D EXISTING BRANCH CIRCUIT. 572 North Broadway o PHONE JACK O 48'AFF BY T.G.C. white Plains,N.Y. 10603 EXISTING 0 I 27.RELOCATED PANELS,EC.SHALL EXTEND AND RECONNECT/S REQUIRED. Let 914 289 0011 M N'S ROOM - - 6. FIRMTED COFFEE GRINDERS.E.C.SHALL COORDINATE EXACT LOCATION OF COFFEE fax 914 289 0022 O - �p1 19 ° 28.EXISTING PANEL RP TO BE REPLACED WITH NEW 84 POLE PANEL,250A NCB.REFER GRINDER MACHINES WITH TRADER JOE'S FIELD REP PRIOR TD OUTLET INSTALLATION. TO E-400 FOR ADDITIONAL INFORMATION. ` MODIFIED I I 21 13 29 27 28 Ex1anNG D(PAHSILN E.C.SHALL PROVIDE NEW BRANCH CIRCUIT FEEDERS. CO O 1 7 aTORE OPACE ROOM 7. EXISTING BALER 70 RELOCATED. E.C.SHALL EXTEND AND RECONNECT/S REWIRED. 29.EXISTING PANEL LP2 TO REMAIN. EnergySquared 24 IP2 ZD ° 37 15 12 8. EXISTING WATER HEATER TO REMAIN. 30.DATA JACK MOUNTED E.C.SUPPLIED 4'SQUARE BOX WITH SINGLE GANG PLASTER RING, Im5 1 I I Imo ATTACHED TO THE CASH DESK.COORDINATE THE LOCATION OF THE BOX WITH THE EXISTING 3 RP-74 d4 9. EXISTING RESERVE FREEZER TO REMAIN. CABINET FABRICATOR/INSTALLER,D THE NUMBER OF DATA PORTS REQUIRED WITH TRADER JOSS I.T.DEPARTMENT. WONT 'S OOM F T RP-46 10. RELOCATED BACKROOM/SWING DOOR PHONE MOUNTED AWAY FROM SINK/WATER,ON ® I ®I 5 10 38 CP-22 ARP-1 RP-48 I RP-M GR {'J DEMO WALL 54'AF.F..EC.SMALL COORDINATE EXACT IDGRON D REQUIREMENTS IN FIELD 31.ISOLATED GROUND ORANGE RECEPTACLE,PLATE.MOUNTED O TED IN SEAR,3-WIRE GROUNDING TYPE, LINE OF PLATFORM AM I 26 T 20 CP-24 LP2-J5,3 RP-18 11 T WITH TRADER JOGS FIELD REPRESENTATIVE THE CASH DESORANGE FACE K.N COORDINATE WITH E COVER CABINET FAIR GTOR/IFSTALIFR.SINGLE C BOX LOCATED IN REFER M PLATFORM POWER RP-6 RP-48 PLAN ON THIS DRAWING F'7��ARII@T. 40 ;4 I ® 11. RELOCATED STACKED RECEPTACLE IN DEMO STATION.VERIFY LOCATION IN FIELD WITH I I/\ItSATI@I -4 TENANTS REPRESENTATIVE.COORDINATE EACH RECEPTACLE WITH ASSOCIATED EQUIPMENT. 32.POWER WICKER DUCT.VERIFY EXACT LOCATION IN FIELD WITH TRADER J06 FIELD ® ® _ RP1-30 O ® �G - ® ® FOR o EAILS. .PROVIDE PULL WIRE FOR POWER RUNS REFER TO DRAWING E-3CO NOF - - -_ - 12. RECEPTACLES IN BREW(ROOM FOR EQUIPMENT TOWER.EC.SHALL COORDINATE EXACTS Joy J J RD1-� RP1-28 J 4 J J J 22 _33 REQUIREMENTS WITH TRADER JOE'S FIELD REPRESENTATIVE 33. DATA WALKER DUCT.VERIFY DUCT LOCATION IN FIELD AND COORDINATE WITH TRADER RP1_22 COF -35 1J. EXISTING AIR CURTAIN TO RERAN. JOES FIELD REPRESENTATIVE REFER TO DRAWING E-300 FOR DEVILS. cA 5 11 SUPPLY34.POWER FOR FSD UI PANEL S 14. CEILING DIFFUSER FANS(CDT),E.C.SHALL PROVIDE A N.C.RELAY AT FAN TO LOCATION AND SPECIFIC REQUIREMENTS WITH THE REFRIGERATION COORDINATE EXACT AND INTERLOCK WITH EMS SSTEM.E.C.SHML COORDINATE EXACT REQUIREMENTS WITH EMS CONSULTANT. I M \/ THE EMS EQUIPMENT MANUFACTURER/INSTALLER AND MECHANICAL CONTRACTOR. 14 35. EXISTING JUNCTION BOX ABOVE DROP CDUNG FOR DOOR OPERATOR.E.C.TO 14 RP1-(1 16.18) l I 15. BREAKROOM/SALES SUPPORT PHONE,MOUNTED AWAY FROM SINKIWATER,ON WALL DISCONNECT AND RECONNECT FLEXIBLE CONDUIT TO NEW DOOR OPERATOR.VERIFY EXACT M I 54'AF.F..EC.SHALL COORDINATE EXACT LOCATION AND REQUIREMENTS IN FIELD REGUIRFMENTS WITH DOOR SUPPLIER IN THE FIELD. C J RP-50 ® CC WITH TRADER JOSS FIELD REPRESENTATIVE. 2015.12.23 RP1-ZIT CC 36. DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING ABOVE STOREFRONT WINDOWS. 6 -2 1 2 16. RELOCATED CREW PHONE AT CAPANS/BRIDGE STATION.PHONE MOUNTED OUTSIDE THE 37 TELEPHONE EQUIPMENT BOARD.REFER TO 3:E202 FOR DETAILS. -{ I BRIDGE TYPICALLY NEXT TO THE TIME CLOCK E.C.SHALL COORDINATE EXACT LOCATION RPt-(31 7YP CC J J RP-52 J -2 RP1-(19,21. ) AND REQUIREMENTS IN FIELD WITH TRADER JOE'S FIELD REPRESENTATIVE.REFER TO 38 ENS CONTROL BOARD(PROVIDED BY EMS)FOR LIGMING CONTROL E.C.SAW. �` + RP1-(1,3,5) / J I COORDINATE EXACT LOCATION AND REQUIREMENTS WITH THE EMS CONSULTANT. 14 BRIDGE DETAIL 2:Q02 FOR ADDITIONAL INFORMATION. 17. EXISTING VACUUM SYSTEM TO REMAIN. 39. BRIDGE EMS CONTROL BOARD(PROVIDED BY EMS),MOUNTED ABOVE CEILING.E.C.SXNLL LL ^ 18. RELOCATED SIGN CIRCUIT-FURNISH AND INSTALL A 20A SPST TOGGLE SWITCH FOR COORDINATE EXACT REQUIREMENTS WITH THE EMS CONSULTANT. z THE EXISTING BLADE SIGN POWER.COORDINATE EXACT LOCATION AND MOUNTING HEIGHT 40 CEILING MOUNTED TRANSFORMER.STRUCTURAL SUPPORT TO ROOF DECK. 8 I IN FIELD WITH TRADER JOE'S FIELD REPRESENTATIVE. 41.ACCESSIBLE JUNCTION BOX. RP1-(13,15,1 C 19. EXISTING ELECTRICAL.PANELS TO REMAIN. aw1 CC J LL// 7q 20.EXISTING FIRE ALARM CONTROL PANEL TO BE RELOCATED.EXTEND AND RECONNECT. 14 J 21.ROLL-UP DOOR SHALL COORDINATE PHONE,MOUNTED OLOCATION AND REQUIREMENTS QUIREMENTS IN FIELD WITH TRADER JOSS J M / FIELD REPRESENTATIVE. RPI-24 J RP-52 RPI-(2,4,6 22 RELOCATED DEMO PREP STATION PHONE NOT CUSTOMER EDGING EXACT AREA.AWAY CC I/ Wl-(25,27.29) FROM SINK/WATER,IN ON WALL 5R AF.F..E.C.FIELD COORDINATE EXACT LOCATION D CC J Q�Z3 J I REQUIREMENTS IN FIELD WITH TRADER JOSS FlEID REPRESENTATIVE. COT RPI-(79.11) 7 C - GENERAL NOTES A VERIFY THE EXACT LOCATION OF ALL EQUIPMENT PROVIDE)BY OTHERS IN THE FIELD I. DURING BID PRIOR TO START OF PROJECT.THE ELECTRICAL CONTRACTOR SHALL WITH TRADER JOSS REPRESENTATIVE, SUTNEY EXISTING FEEDERS INCLUDING WIRING.CONDUIT,BODES,ETC.TO DETERMINE -4 IF THE EXISTING BRANCH CIRCUIT FROM SOURCE PANE.TO LOAD MAY BE REUSED B. EC.TO VERIFY ALL POWER AND CONTROL WIRING REQUIREMENTS FOR REFRIGERATION OR EXTENDED TO SUPPLY NEW/RELOCATED EQUIPMENT,IS FEASIBLE FOR REUSE D i EXISTING ( EXPANDED EQUIPMENT,AND SHALL PROVIDE SAME CONTACT REFRIGERATION MANUFACTURER TO MEETS THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,STATE AND LOCAL D n SAES AREA RP-2 F SALES AREA INSURE THERE ARE ABSOLUTELY NO CHANGE ORDERS. CODES HAYING JURSDICIION. ICI / 3 ® C. EXCEPT FOR WALKER DUCT,NO UNDERGROUND CONDUIT IS ALLOWED. J. IF SURVEY BY ELECTRICAL CONTRACTOR DEEMS THAT WIRING IS NOT FEASIBLE FOR > oo RP-50 J I REUSE ELECTRICAL CONTRACTOR SMALL DISCONNECT AND REMOVE ALL WIRING. 3 14 D. CONDURT OPENINGS AT RERIGERATKDN EQUIPMENT SHALL BE INSTALLED IN STRICT CONDUIT ANTI BWES FROM LOAD TO SOURCE AND PROVIDE NEW FEEDERS SIZE)TO -2 COMPLIANCE WITH NEC ART.300.7(A). MATCH EXISTING. u E. E.C. REVISE)SHALL TO VERIFY ALL LINING REQUIREMENTS FOR CASE DEFROST WITH REFRIGERATION K. ANY WIRING OR CIRCUITS BEING REV SHALL MEET MINIMUM WIRE SIZES AS m I MANUFACTURERS REPRESENTATIVE PRIOR TO WORK BEGINNING. INDICATED ON PLANS CE,.ANY UNUSED CIRCUITS AND WIRING/CONDUIT SHALL.BE JO g u REMOVED BACK TO SOUR BREAKERS LABELED AS S D PARE, LEFT IN THE F. ALL EXPOSED WIRING SHALL BE FINAL I D IN CONOUIT,ENT OR RIGID.FLEXIBLE 'OFF'POSITION. (TYP) m RP-7 6 CONCUR MAY ONLY BE USED FOR IN FINAL CONNECTIONS FROM OUTLET BIOS TO < B - - - - 33 RP-58 - LIGHT FIXTURES.MOTORS,APPLIANCES.ETC..MAX LENGTH SIX(6)FEET. L UNLESS NOTED OTHERWISE ALL ELECTRICAL PANELS,ELECTRICAL GEAR.EMERGENCY N v1 1 GENERATOR,TRANSFORMERS,TRANSFER SWITCH.AND ALL ASSOCIATED DEVICES,ETC., G. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT LOCATED THROUGHOUT THE TRADER JOE'S STORE,ARE EXISTING TO REMAIN WITHOUT J THE NEW WORK WILL FIT TO 111E IXSDNG STRUCTURE IN THE MANNER INTENDED CHANGE. Z Q j AND SHOWN ON THE DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE TENANTS RI $ G I $ 6 16 J 36 REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN ME MG M. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL ABANDONED CABLE THAT IS NOT O o m D 'm INVOLVING DIFFERENCES DRAWING NOTIFICATION SHALL BE IN THE FORM OF A OR TERMINATED AT EQUIPMENT OR MARKED FOR FUTURE USE PER NEC 760.2.770.2. .. T I� 32 P3 SKETCH INDICATINGFIELD YFASUTEMENR D NOTES RELATE)TO THE AREA BOOT.AND 820.2. Q c Q N 35 D 41 (TIP) J -62 34 RP 2 EFER TO BRIDGE H. ALL EXPOSED CONDUIT,HIRING.BOXES.ETC.,SHALL BE PAINTED BY THE G.C.TO x W_ J - _56 J -20 EAL MATCH THE SURROUNDING CONSTRUCTION.VERIFY THE PART COLOR IN THE FIELD x W m O M WITH TOWER JOES CONSTRUCTION REPRESENTATIVE.(IXCEFFMN:JUNCDON BOXES J Q 3 a Q FOR LIFE SAFETY/EIERCEICY WIRONG SHALL BE PAINTED RED). 1G I� G i $ I 18 I T 6 39 W T E 15TI fOfP�dN61ON O = m - 35 _ PRIOR TO BID NOTES u IV m LIN 1. E U SMALL VERIFY THE NAMEPLATE DATA ON ALL WIRE THE REFRIGERATION 1� u EQUIPMENT,IN ORDER FI OBTAIN THE CORRECT RESPONSIBLE S, FORES, EXISTING - VOLTAGES AND HEE EXACT WI PROTECTION.FC.S LLTHE FOR Q m y COORDINATING THE EXACT WIRING REQUIREMENTS OF ALL THE REFRICEUMIN 1EQUIPMENT WITH THE REFRIGERATION 0 TI U I a O I I NO CHANGE ORDERS WILL BE ACCEPTED. PRIOR TO INSTALURON. - (y 17 I I MODIFIED Z E.C.SHALL VERITY EXACT LOCATION OF REFRIGERATION EQUIPMENT,CIRCUITS n O p --I- \% AND SYSTEM NUMBERS IN FIELD.EC.SHALL RE-USE EXISTING BRANCH /� CIRCUITS WHERE POSSIBLE.E.C.SHALL PROVIDE NEW BRANCH CIRCUITS AS BMBBT NELECTRICAL B REQUIRED.REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. ELECTRICAL I �I D I II I 3 RE- EXEW ISTING BRANCH CIRCUITS FEEDIFRIGERATED CASES TO INN G CORRESPONDING CASES WHERE POWER PLAN 1 I POSSIBLE.E. SHAH VERIFY IN FIELD DUCT REFTIGERATION SYSTEM NUMBERS.EC.SHALL COORDINATE EXALT REQUIRIMENIS WITH THE REa MATIONATIDN cmBRacroR RFrFR TO GENERAL NOTES FOR ADDITIONAL INFDRMNTIgi. DWG.NO. 4. NEW REFRIGERATED CASES.E.C.SMALL PROVIDE NEW CIRCUIT BREAKER IN FI FCTRJCeI VFRIFICeT(IN NOTE- DEFROST CONTROL PANEL LOCATE)AT REFRIGERATION RACK.EC.SKULL - I II ��I COORDINATE EXACT LOCATION AND REQUIREMENTS WITH THE REFRIGERATION PRIOR TO INSTALLATION OF ROUGH NEW LOCATION COORDINATE CONTRACTOR.REFERENCE GENERAL NOTES FOR ADDITIONAL INFORMATION.SEE WARE-IN ELECTRICAL WIRING, ROOF MATCH DOOR SINGLE UNE DIAGRAM E-40D FOR RE SZDNG ANTI ADDITIONAL INFORMATION. CONTRACTOR SHALL CHECK NAMEPLATE DATA OF ALL HVAC EQUIPMENT, HOT WATER HEATERS,AND OTHER ELECTRICAL EQUIPMENT IN ORDER TO OBTAIN CORRECT WIRE SIZES, I ° VOLTAGES AND OVER-CURRENT PROTECTION. ELECTRICAL PLATFORM ADEQUATE SERVICE CAPACITY MUST BE PROVIDED,SUBJECT A, ELECTRICAL POWER PLAN TO ELECTRICAL INSPECTION. POWER PLAN • SCALE,Va..I.-C. - A GENERAL NOTES A CONTRACTOR SHALL REINSTALL ALL ELECTRICAL DEVICES ON WALLS THAT WERE REFINISHED DURING DEMOLITION PHASE.DEVICES_ IA 2 ,I NEW DEVICES THAT ARE DEEMED UNUSABLE,1 REFER TO ELECTRIGL DEMOLITION AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. Jeffrey B. ALL 120/10 RECEPTACLES INSTALLED IN ALL BATHROOMS. Taylor ROOFTOP,OR FOOD PREPARATION AREAS SHALL BE G.F.I. PROTECTED,WHETHER INDICATED ON PLAN NEW OR NOT. C. ELECTRICAL CONTRACTOR SHALL CONFIRM FINAL MANUFACTURER Architect NAMEPLATE RATINGS WITH EQUIPMENT SUPPUER PRIOR TO ROUGH-IN AND ORDERING OF ANY EQUIPMENT(CIRCUIT BREAKERS. 572 North Broadway DISCONNECTS,WIRING,ETC.).E.C.SHALL NOTIFY ENGINEER OF White Plains, N.Y. 10603 ANY DISCREPANCIES IN WRITING,AND PROVIDE APPROPRIATE MODIFICATIONS AS REQUIRE. tel 914 269 0011 D. REFER TO SINGLE LINE DIAGRAM DRAWING E-400 FOR ADDITIONAL EBz 9 14 269 0022 INFORMATION. E. EXISTING PANELS AND ELECTRICAL EQUIPMENT TO REMAIN(E)ARE EnergySquared SHOWN IN EXISTING LOCATION. 6 F. ALL WIRING AND FEEDERS SHALL BE RUN CONCEALED BELOW THE ROOF. � �y0yr4p mf®Wr WOL0Tf9lvW C. DURING BIDPRIOR TO START X PROJECT,THE ELECTRICAL map�ov�y 3 CONTRACTOR EXIR SHALL SURVEY STING FEEDERS INCLUDING WIRING, uu.meyweww� n� 9 I� (EX) I I CONDUITCUrT FROM SOURCE PANELETERMINL� THE MAY BEISTING RESE OR �CH vet Rw! amu AND QED TO SUPPLY NEW EQUIPMENT,IS FEASIBLE FOR REUSE ry 9I O CODE,STATEEETS�ANDR LOCAL CODES OF THE HAVNG JJUURISDICTION.TIONAL CTRICAL H. IF SURVEY BY ELECTRICAL CONTRACTOR DEEMS THAT WIRING IS 1HOF NOT FEASIBLE FOR REUSE.ELECTRICAL CONTRACTOR SHALL ❑ I DISCONNECT AND REMOVE ALL WIRING,CONDUIT AND BOXES FROM yM I LOAD TO SOURCE AND PROVIDE NEW FEEDERS SIZED TO MATCH E _ — — — — — EXISTING. " 1 I 2015.12.23 I I I LI KEY NOTES: ❑X 2 6 I (NEW) 1. E.C.SHALL EXTEND AND RECONNECT EXISTING BRANCH CIRCUS ( ) U PEEING ROOFTOP OR RECEPTACLES TO NEW CFl RECEPTACLES EXISTING PANEL PP WP 4 I PROVIDED WITH HVAC UNITS TO NEW ELECTRICAL PANEL AS INDICATED. EXISTING 75 WA XFMR F21 ra 1 2 3 5 6 7 (EX) I �y � 2 NEW(EMS) UNITS TO EXISTING 11/0 BOARDLE TO S AN0 SENSORS,OL WIRE FROM 3. EC.SHALL DOENO AND RECONNECT FI ALARM CONTROL WIRE TO NEW SMOKE DUCT DETECTOR SUPPLIED WITH ROOFTOP UNIT. yy1 D U 4. EC.SHALL PROVIDE 3/B+/TOG IN 3/4'C FROM NEW RTU-I TO MDP. IL EC SHALL PROVIDE A NEW 40A CIRCUIT BREAKER TO REPLACE EXISTING 3OA CIRCUIT BREAKER IN PANEL MOP. 11 5. EC.SHALL PROVIDE A NEW 35A CIRCUIT BREAKER TO REPLACE EXISTING I 40A CIRCUS BREAKER IN MOP PANEL _ MDP-1 WP 6. 6OA/3P NON-Flom DISCONNECT SWITCH IN NOMA 3R ENCLOSURE PROVIDE WITH ROOFTOP UNIT. 7. SHALL COORDINATE HVAC CONTROL WITH EMS.REFER TO ENERGY MANAGEMENT A I MANADDITIONAL INFORMATION. FOR AODIf10NFORMATAATION. J 5 II B. EXISTING ROOFTOP UNITS TO REMAIN. 9. EXISTING REFRIGERATION EQUIPMENT TO BE REMOVED.ELECTRICAL _ _ I FEEDERS TO BE REMOVED HACK TO SOURCE G ® � WP RP-43 10.EC.SHALL PROVIDE 3010+/10G IN 3/4'C FROM EXISTING RN-5 TO WP I MOP PANEL E.C.SHALL PROVIDE A NEW 30A CIRCUIT BREAKER. WP 1 ® MDP-11 11.NEW EMPRESSOR RACK.E.C.SHALL PROVIDE A 300A CIRCUIT BREAKER Q r �21 (ryEW) I I I 10 i TO PANEL MOP AND RUN 4/2+/I/OG IN 2 1/2'C. ZEDZ D ^ vi m U 1 2 3 4 6 7 1 � HVAC POWER DEVICE SYMBOL LIST I d SYMBOL DESCRIPTION W 1 O WEATHER PROOF JUNCTION BOX FOR HARD ERE FEED OF a I - VVP DOOR HEATER AND FOR HAIL FARING OF HEAT TRACE.AT m p COINDDISKTE DRAJN AT LOW TEMP WALK-IN BOXES.ry EQQNPMNECT ENT UNLESS H�PRMDfD WITH REFRIGERATIONN FR5 444444III Y w I $vVP WEATHER PROOF SNITCH W WZN r O d)J o m I •a R1Q r n H _ W J Q W El I Ao��= m m F 6111 m A FI FCTRIGAL VFRIFICATDN NOTE: G �p 01 m Q PRIOR TO INSTALLATION OF ROUGH-IN ELECTRICAL WIRING, _9 CONTRACI TOR SHALL CHECK NAMEPLATE DATA OF ALL HVAC a 4 D EQUPMENT, HOT WATER HEATERS.AND OTHER ELECTRICAL 0 `� EQUPMENT IN ORDER TO OBTAIN CORRECT WIRE SIZES, eE✓M NAME VOLTAGES AND OVER-CURRENT PROTECTION. G ELECTRICAL ADEQUATE SERVICE CAPACITY MUST BE PROVIDED, SUBJECT p^� TO ELECTRICAL INSPECTION. ROOF PLUGMOLD MULTI-OUTLET STRIP MUST MEET ALL NATIONAL POWER PLAN ELECTRIC CODE(NEC) REQUIREMENTS AND BE U.L. LISTED. PLUGMOLD HOUSING SHALL BE IVORY IN COLOR FINISH. GWG NO C2 C3 G I I I a� *11� ELECTRICAL ROOF POWER PLAN BCALE,Va..V-0• A BRIDGE GENERAL NOTES NTS A. EC. SHALL CLOSE-UP BRIDGE PARTITIONS ONLY WHEN TJ'S REPRESENTATIVE HAS INSPECTED THE 0 6B Jeffrey SITE AND AUTHORIZED ITS CLOSE-UP. 8 0 5A 4 8 50 0 Taylor B. CONTROL WIRING FROM VACUUM SYSTEM TO REMOTE INDICATOR IN BRIDGE BY E.C. 9 ' 9 ' 9 412 Architect •. C. CONTROL WIRING FROM COMPRESSOR RACK TO BRIDGE FOR REFRIGERATION ALARM BY E.C. O 58 68 4 D. ALL DEVICE AND CONDUIT LOCATIONS SHALL BE FIELD VERIFIED WITH TJ'S REPRESENTATIVE AND 572 North Broadway V-2" 1'-6• 1'-6• 1'-2• GENERAL CONTRACTOR PRIOR TO WORK BEGINNING. 2 White Plains,N.Y. L0803 VARIES V.I.F. V.I.F. VARIES E0. E0. Tel 914 289 0011 1 IG IG,° fax 914 289 0022 9 7 9 7 J l a I I I 16 B. 5� 9 BRIDGE KEY NOTES - 0 '—I S^5 EnergySquared ' V.I.F. V.I.F. NTS E-7 4 v 4 1. MULTI GANG RECESSED BOX FOR POWER A:LOW VOLTAGE,MANUFACTURER ARUNGTON INDUSTRIES,INC. 3 "BRIDGE® E- U50 6:7-3 GANG WHITE)B'/.'CONDUIT FOR TIME CLOCK LOW VOLTAGE WIRING-TERMINATE CONDUR v ABOVE CEILING. VERIFY EXACT MOUNTING HT. LOCATION W/TENANT REP.PRIOR TO INSTALLATION. RP_70 RPM 0 -: 48•AFF v 2. (2)W CONDUITS FOR VACUUM SYSTEM ALARM LIGHT B REFRIGERATION ALARM. �v�� 15 1°®�uro L 15 0 .meAT.00...ma — 3. TELEPHONE JACK 3-FED FROM 25 PAIR WIRE OUTSIDE OF OFFICE. SEE ELEVATION. 8 4. WHIP FROM 1-CONDUIT AT FLOOR LEVEL FOR QUAD OUTLET IN DESK. °F o 5. A)TELEPHONE BOX-!."CONDUR MTD.IN DESK. SEE ELEVATION. y,Y� •I I I 6" 5A LL B)V725 PAIR CONDUIT(TERMINATION ABOVE CEILING). uec 6. A)FUTURE USE JUNCTION BOX IN DESK. SEE ELEVATION. - > B)Y.'EMPTY CONDUR FOR FUTURE USE(TERMINATION ABOVE CEILING). RIDGE POWER PLAN7. TELEPHONE JACK MTD.ON WALL ABOVE DESK. SEE ELEVATION. O�_q SCALE:NOT TO SCALE •� I -�8 8. ISOLATED GROUND QUAD OUTLET MTD.IN DESK(INSTALL AFTER DESK r IN PLACE). SEE ELEVATION. 9. CONVENIENCE QUAD OUTLETS MTD.ON WALL SEE ELEVATION @ PLAN FOR HT. 2015.12.23 10.A)MUSAK BOX,Y.'CONDUIT MTO.IN DESK. SEE ELEVATION. B)ICONDUR FOR MUSAK(TERMINATION ABOVE CEILING). 11.LIGHT SWITCH(CONTROLS HALF OF STORE UGHTS). 12.RUN ALL CONDUITS TO POINT ABOVE FINISHED CEILING FROM WALKER DUCT(TYPICAL). 13.TERMINATION OF WALKER DUCT. 2'-.- 2'-0'2'-0' 14.A)DATA CAT 5,4'X 4-BOX CONNECTED BY 1-CONDUIT(DATA 3 QUAD)MTD.IN DESK. OPTIONAL OPTIONAL B) 1'CONDUR CAT 5(TERMINATION ABOVE CBLING). t ADD-ON ADD-ON 15.WIRELESS SCANNER a:CRADLE. ZZ 16.ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF FSD REFRIGERATION ALARM PANEL WITH THE REFRIGERATION CONTRACTOR PRIOR TO INSTALLATION. BRIDGE ELEVATION 1 SCALE:NOT TO SCALE 8'-0- 2. 120V/20 AMP ISOLATED GROUND DUPLEX RECEPTACLE FOR CABINET UPS(NEMA 5-20R)FINISH COLOR TO BE ORANGE a ' LABEL AS: CABINET UPS O a 1. 220V/20 AMP GENERAL PURPOSE SINGLE NOTES: RECEPTACLE FOR AC UNIT NEMA 6-20R THE G.C.ONIL AND LABEL AS:AC UNIT ( ) ELECTRICIAN WILL HAVE PROPER m PLANS TO PROVIDE CORRECT w POWER SOLUTION FOR DATA OL PHONE,AND AC UNIT. 0 ALL THREE OUTLETS SHOULD BE m e ON THEIR OWN BREAKER FOR rc o REDUNDANCY.IF THIS IS NOT AST CL4 m THE G.C. SHAI.I. rA I SOS PM RPI-(37,39) IMMEDIATELY. G.C. MUST LEAVE ENOUGH N CLEARANCE BETWEEN PBX AND • CP_2 CABINET SO CABINET CAN BE QQ cwslNEr FULLY OPENED ZO N e C UPS(2) Q m m G.C.TO REFER TO ELECTRICAL dl J POWER PLAN AND ELECTRICAL I�Z PANEL SCHEDULES FOR • W m r - 1 CURCUTIINIL G L� VACUUM LIGHT MTD.ABV. W N F o m ALARM RESET F W�'D(vLu Q ,EALARM RESET MID.A THERMOSTATS WLffY REFRIGERATION j V2'-5" 2'-5• US DISPLAY PANEL (� (FSD) ^ '^ CP-22 0 O (3PI'NE 0 tY > 9wwT NArff 3. 120 V/20 AMP ISOLATED GROUND ELECTRICAL QUAD RECEPTACLE FOR PHONE e SYSTEM (NEMA 5-20R)FINISH in NLARCsED COLOR TO BE ORANGE LABEL AS: PHONE SYSTEM POWER PLAN OWS.No. FRd PLR �w, 5Y , FIN. FLR ,77JJ//N//)_1-1-1)C))),11'I IC�,I DATA BOARD -7• ��TELEPHONE /DATA BOARD DETAIL d ELEVATION BRIDGE OFFICE v SCALE:NOT TO SCALE T SCALE:NOT TO SCALE A OUTLET BOX OUTLET BOX MOUNTING STRAP MOUNTING STRAP INSULATING DUCT HOUSING AND BASE Jeffrey BARRIER WITH PHOTOELECTRIC DETECTOR GROUNDING ' CIRCUIT AND ' Taylor GROUNDING SUPERVISORY RELAY SCREW 120 V. CONTROL FOR SECURITY COMPANY MONITORING. GROUNDING CIRCUIT TO PANE MOUNT WITH HORN IN DEEP BOX. Architect HOT) !ROOM SWITCH, FIXTURE CIRCUIT AND ', B ' ' LACK / LTG. RELAY S GROUNDING 120 VAC HORN 572 North Broadway / OCCUPANCY SENSOR 4'SQUARE SEMI-FLUSH SCREW PURE T White Plains, N.Y. 10603 B� GROUND ONLY LOCATED�IN DECTOR R SR H tel 914 289 0011 AC BALLAST FIXTURE (ISOLATED) HOUSING RED ��T faX 814 289 0022 (HOT) EMERGENCY WHEN MOUNTED IN THE BOX GROUNDED TO 1 2'CONDUIT. NUMBER OF WIRES BPLLASi THIS CONVENTIONAL RECEPTACLE EnergySquared Wr GROUNDING OF THIS DEVICE IS GROUNDED THROUGH THE CONVENTIONAL TIDING TO UFACNRER) WHITE REQUIRES THAT A-PURE- POWER+o ALARMon (NEUTRAL) GROUND PATH BE ESTABLISHED SYSTEM BECAUSE THE GROUNDING ECEPTACLE) PROVIDE CONDUIT AND TEST SWITCH+ FROM THE GROUNDING SCREW CIRCUIT(B) IS IN DIRECT CONTACT NORMAL TEST WIRING 70 INTERCONNECT loop 70 A SUITABLE GROUND IN WITH THE MOUNTING STRAP WHICH REMOTE ® ALL DUCT DETECTORS SO ACCORDANCE WITH NEC. IN TURN IS CONNECTED TO THE SfA71� REMOTE TEST STATION TALL WILL ACTNATE UNI ONE IS SET TF ma�cr soconnara JUNCTION BOX OVER PANEL'LP' CHARGING BOX, FfTTING,CONDUB AND — INDICATOR BUILDING GROUNDING SYSTEM POWER L.E.O.ALARM SHUTDOWN. UGH• BUILDING GROUND INDICATOR. —sv. n� •INSTALL THROUGH BALLAST CHANNEL COVER OF TROFFER. — NOTE' maow^�^� ELECTRICAL CONTRACTOR SHALL COORDINATE ma A/C SHUT DOWN WITH MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATION OF TEST AND RESET On CONVENTIONAL SWITCHES,AND HORN,WITH THE OWNER AND/OR ARCH. ��oF EMERGENCY FIXTURES WIRING DIAGRAM ISOLATED GROUND RECEPTACLE TYPICAL DUCT SMOKE DETECTOR DETAIL �$ SCALE:NO SCALE SCALE:NO SCALE SCALE:NO SCALE SEE F.2nn FOR nIII:TS AT CHECKS ANDS 2015.12.23 FINISHED TOP MUST SET CONTRACTOR TO PROVIDE PRECISELY FLUSH WITH JUNCTION BOXES AS REQUIRED WALKER#3224S JUNCTION BOX. 3 FINISHED FLOOR,_ AND CONNECT COMPUTER AND CAP ALL UNUSED OPENINGS. S COORDINATE OF CONCRET INSTALLATION AROUNDON P.C.S.VOICE FLIX&WIRE UTILITY POWER CHECKSTANDS. AND DATA 4'SQUARE BOX 2"OF#2 DUCT 1-1/2"C.TO 3.5'DIAMETER ACCESS 2-DA TO 3/4'REDUCER PANEL'CP' (AFTERSEh.PROVIDE 2'OIA a 4'HIGH AFTERSET 1 NEOPRENE BOOT WALKER#31211/2 INSERTS(WITH NEOPRENE BOOT).MAY INSTALL ON DUCT (TYPICAL FOR 2) 5-FLOOR SIAB� PRIOR TO CONCRETE POUR. REFER TO DRAWING E2.1 FOR (1)2'C.TO CAPTAIN'S g CHECKSTAND LOCATIONS. OFFICE COMPUTER TERMINAL S 4'MIN. ROOM LIGHT ELECTRICAL CONTRACTOR TO WIRE MESH TO PREVENT FIXTURE H DIG OUT UNDER DUCT TO FLOOR CRACKING ENSURE 4'CONCRETE POUR WALKER H232-2 �C 120V. BENEATH WALNERDUC7 AND PROVIDE WALKER DUCT SUPPORTS FLOOR BWES(PRIOR TO PER MANUFACTURER WITH CONCRETE 2-OF#4 DUCT N • FINAL FLOOR STAB POUR). SUPPORT PIERS AS NEEDED. NOTE. RELAY EQUAL TO SO. 'D' /2 COMPUTER POWER DUCT IF WALKER DUCT IS USED,A NON-STANDARD HEAVY-DUTY TYPE COVER PLATE MUST BE USED(AT #CO6 WITH 120 VOLT COIL TOILET EXHAUST FAN 84 TELEPHONE/DATA DUCT (ISOLATED GROUND CIRCUITS) LEAST TWICE THE GAUGE THICKNESS OF THE STANDARD PLATE-NORMAL PLATE WILL NOT IN NEMA 1 ENCLOSURE. WITHSTAND CARRIER TRAFFIC).SUBMIT A DATA SHEET FROM MANUFACTURER IF OTHER THAN WALKER. VERIFY TILE KIT AND FLOOR TYPE WITH ARCHITECTURAL DRAWINGS. (LIGHTS 120V,&FAN 120V) WALKER DUCT INSTALLATION DETAIL (CHECKOUTS) WALKER DUCT JUNCTION BOX DETAIL TOILET EXHAUST FAN CONTROL DIAGRAM a SCALE:NO SCALE SCALE:NO SCALE p E! SCALP:NO SCALEre 15 i INSTALL LOCK WASHERS AND NUTS �i o ON EACH SIDE OF SUPPORT SUSPEND TRANSFORMER MINIMUM OF 3'-0'BELOW m CHANNEL OYP.) TO ROOF DECK WITH AMERICAN ELECTRIC HANGER RODS#H 193-11 (5/8-ALL THREAD,LENGTH AS 'a uuu7l REQUIRED).SUSPEND FROM 2(OR MORE)JOISTS. • WaN iA e STEEL SUPPORT(TYPICAL) O W a !ydy ym o ...:.;.. - 1 uL TYP. (L m Q O ul (L _ W W�d)WQ — QT�1n1 r TRANSFORMER A ul 3 m 6 FOAM SEAL O d) m o PENETCHEO LJ%3X1/4 rL ESCUNSTALL NEOPRENE PADS FOR VIBRATION W� CONNECTOR COIL ISOLATION(BETWEEN RAIL AND CHANNEL). W U L A CONNECTOR MOUNTING BRACKETS AS FURNISHED BY '^ LIQUID TIGHT TRANSFORMER MANUFACTURER OR USE'KINDORF' LO Y #B-902.PROVIDE ALL ACCESSORY EQUIPMENT REQUIRED.REFER TO MANUFACTURER'S LOAD a 9 LL a SPAN TABLES.BOLT TRANSFORMER TO BRACKETS S p n OR ANGLES. X CONDUIT PENETRATION THRU COOLER TRAPEZE MOUNTED TRANSFORMER EL CT ICAL DETAIL SCALE:NO SCALE SCALE:NO SCALE AND ELEVATIONS OwS.NO. POWER KEYNOTES- Qx " 1. E.C.SHALL PROVIDE A NEW 3 POLE,100 AMP CIRCUIT BREAKER IN THE MOP PANEL FOR PROVIDE PANEL 3 P VIA NEW 30 KCI TRANSFORMER. 2. SEE PANEL SCHEDULES ON E-401 FOR ADDITIONAL INFORMATION. Low 3. E.C.SHALL PROVIDE A NEW 3 POLE,20 AMP CIRCUIT BREAKER FOR RTU-5. Jeffrey 4. E.C.SHALL PROVIDE NEW 84 POLE PANEL RP TO REPLACE EXISTING 42 POLE J li 1 li PANEL RP. Taylor rF1(ISTING RESPONSIBILITY CHART Architect PANEL I PP FURNISH INSTALL 25D4 EXISTING [Rvic¢oiecaxx[er bw 31 ELECTRICALL COMPONENT LL TEC ILL TEC 572 North Broadway I 715-KVA XFMR Ir, 44ypRps4q -- NQg. ELECTFEEDERVICE. tel Plains.911 89 0011 N.Y. 10603 L zJ_ 11 1 RrcK cT44ETER fax 914 289 0022 II 1 F ER LANDLORD AND TENANT ELECTRICAL CONTRACTOR SHALL DISCONNECTSWT SWTCH -DE-U11T ROOF REFER TO RESPONSIBILITY CHART FOUND ON SAME SHEET -1- REGARDING REGARDING FURNISHINGS AND INSTALLATION PANELBOARDS: Energy Squared LANDLORD ELECT RM TRADER JOE'S SPACE RESPONSIBILITIES. MOP PANELBOARD 414 FEEDER MAIN CB BRANCH CB wj LP PANELBOAR0 35 NOTE- FEEDER NEW ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL PANELS MAIN Ca 45 NVA XMR BRANCH CB �e�9�•N�n® ARE LABELED CORRECTLY. E.C. SHALL RE-LABEL ALL NEW COILING MOUNTED AND EXISTING PANELS AND CIRCUITS TO REFLECT NEW RP4 RP2 FEEDER FEEDEfl EXISTING SERVICE WORK BEING DONE FOR THIS REMODEL MAIN CB DISCONNECT I BRANCH CB r------ I �I CP FEEDDEBOARD HOv r - -1 I �I MAIN CB ,.I., I ` BRANCH CB JOx 600AF I ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE : cj 49 SHORT CIRCUIT CURRENT TO DETERMINE THE MINIMUM I I 4 INTERRUPTING RATING REQUIRED FOR ALL CIRCUIT NEW LEGEND PANELS AND CIRCUIT BREAKERS. EYISTINf;IM L - I �-L rL r1 TRANSFORMER I 00MING IXL,mNG EXISTINGj1EEXISTING NEWCOMPANY METER I PANEL PANEL I I PANEL I PANEL PANEL2015.72.23 IX6TING MOP I lPl I EXISTING I LP2 I CP RPi MOTOR LOAD EXISTING 2 SETS 4Q500KCMIL J CT60GA I I IOOA 1 75 KVA XFMR 10GA i1 1ODA 15GAIN 3-1/2"C,SECONDARY T I 1 1 2 1 F II 1 I II SERVICE CONDUCTORS FROM t ____J 1 I m I II 1 JL_J UTILITY COMPANY TRANSFORMER L_____ J �� DISTRIBUTION PANEL BREAKER 1 2 3 L-----J II L_ I I - -------J GROUND FLOOR o o� ® CONTACTOR © SAFETY SWITCH ELECTRICAL ONE-LINE DIAGRAM • CONNECTION POINT 1 NTS ON-3 METER&C/T L❑ DISCONNECT SWITCH FUSED DISCONNECT SWITCH NEW WORK a ------- EXISTING BOUNDARY OF ITEMS CONTAINED IN SIMILAR AREA DEMOLITION ELECTRICAL ONE-LINE FEEDER SCHEDULE m FEEDER CONDUCTOR SIZE(75"C) CONDUIT SIZE(EMT) _ COPPER 3 PHASE CONDUCTORS, 3DHASE[ONDURORS 3PHASE CONDUCTORS, FEEDER NO. CONDUCTORS ANDGROUND NEUTRAL,AND GROUND NEUTRAL,ISOLATED i AMPACITY OF THWN GROUND AND GROUND ��Lgyyy SETS PHASE&GROUND F o .-,.. ID COPPER FEEDERS �ID -COPPER FEEDERS. .ID COOPER FEEDERS m ZS 30 1 10 30 3.1 1/2" 41 1/2" Sl 3/4" r SO 1 8 10 32 3/4" 42 3/4" S2 3/1' 60 1 6 30 33 3/4" 43 1" S3 1" 65 1 6 8 3-4 3/4" 44 1" S-4 1" O N e 85 1 4 8 3-5 1" 45 1-1/4" S5 1-Vd" m m 100 i 3 8 36 1" 4-b 1-V4" S6 1-V4" -3 1. 1 2 6 3.7 1-1/4" 47 1-I/2" S7 I-V4" h Q Q „ 130 1 1 6 3-8 1-1/4" 4-8 1-1/2" S-8 1-1/2" IL X IIIll3 F 0 O m 150 1 1/0 6 3}9 1-1/2" 4-9 2" 5-9 2" W N 175 1 2/O 6 3-20 1-1/2" 430 2" S10 2" F(Z 200 1 3/0 6 331 2" 4-U 2" S11 2" J Q Q > i 230 1 410 4 3-12 2" 412 1-1/2" 5-22 2-1/2" A w T Y o e 250 1 2Sok-il 4 3-13 2" 413 1-1/2" S-13 2-L/2" FF 300 2 1//0 4 3-14 1.1/2" 414 2-1/2" 5.14 2" aj Y i s 9 35 0 2 0 3 3- 1-1/2" Ass 2" S-15 2" V s 380 1 500kcmil 3 3-16 2-1/2" 4.16 2" S-16 3" Id w 400 2 3 O 1 3 3-17 2" 417 2" 5-17 2" N m 450 2 4/0 2 3-18 2" 4-18 2-1/2" 5-18 2-1/2" G a Q Soo 2 250 k<mil 2 339 2" 419 2-1/2" S19 2-1/2" 600 2 3S0 kcmil 1 3-20 2.1/2" 4.20 2-1/2" 5-20 3" a R Z LL II, 760 2 500kcm11 1/0 341 2-1/2" 4.21 3" S-21 3" O O 800 3 300k-II 1/0 3-22 2-1/2" 422 2-1/2" 5-22 2-1/2" SWEET NAIE 1000 3 400kcmil Z/O 3-23 3" 423 3" S-23 3-1/2' ELECTRICAL 1200 4 400kcmil 3 0 3.24 3" 4-24 3" 5-24 3-1/2" 1600 5 4OOkcmil 4/0 3-25 3" 425 3" SZS 3-1/2" SINGLE LINE 2000 6 400koeil 25cmil 326 3" 47b 3" Sffi 3-.'25M 6 6Mkcmi1 350k0kcmil 3i7 3" 447 3-1/2" 5-27 4•' DIAGRAM 3000 8 500kcmil 400kcmil 348 3° 4-28 1 3" SZ6 3-V2" i l DWG.NO- FEEDER WITH NEC NEC 330.ICEGROUND.EQUIPMENT GROUNDING BASED ON NEC 250.122;VERIFY GROUND ELECTRODE WITH NEC 250.66 FOR SERVICE GROUND. SIZES SHOWN ARE FOR MINIMUM WIRE SIZE,E.0 SHALL INCREASE SIZE BASED ON FIELD ROUTING FOR VOLTAGE DROP PER J J NEC 210.19(A)(1)._ .. NEUTRAL CONDUCTOR SHALL NOTAPPLYTO PROTOCOLS ANDCONDENSERS. _. ...... PANEL NAME:MOP EDanNG MAIN CIRCUIT BREAKER 600 PANEL NAME:RP MAIN CIRCUIT BREAKER 250 ❑ PANEL NAME:CP MAN LUGS ONLY 100 ❑ NEW PANEL RELOCATED PANEL PANEL VOLTAGE:480Y4277V 3 PHASEA WIRE 8WIILXBOARD PANEL AI.C.RATING:EXISTING PANEL VOLTAGE:208Y/12OV,3 PHASE,4 WIRE PANELATC.RATING:ASREWRED❑p PANEL VOLTAGE:20BY112OV,3 PHASE,4 WIRE PANEL AI.C.RATING:EXISTING❑ CWNECTED LOAN DEMAND LOADS BRANCH KTI BRKR LOAD PHASE LOADOESCPoPTON D BRIOI BMANCH CKT BRANCHCKT BPoIA LOAD PRASE LGD BRKR BMAMCM CKT Jeffrey CKTF Met FRAME mp ID DESCRIPTION ID rA DESCRIPTOR DESCRIPTION � 10 10 ;-A DESCRIPTION � ID KVq AMPS KVA AMPS NO PARE GRD P TRPCoalRP Coal VA A B C VA L�T P NO WINE GRD O NO MARE GRDI P ITRIP COOEI VA I A I B I L VA COVE TAP P NO VME GRO 1 J 100 300 NEW COMPRESSOR RACK' 145 171 145 iT1 1 f f IX 1 REL-GTECKSTAND 2 10 10 t m REC T50 tOSp ]00 NC m 1 E%STINGFMP 2 IX 2 3 IOU ENSTINGPANELPPVIA75KVA%FMRONROOF m 71 51 52 W D u.v 350 REc m t T. N IX ]REC- M 2 t 1p 1 0 1 1 t MNGR ILEREC S IX Taylor 5 TWG OR 1 15m FEe I IXISTW C B KS D 2 1 I I 0 ,. 1 t m 1 fOE RE B E% ] 3 70 ENSTINGftN-1 19 21 19 D iWGCOFFEEG IN 5 2 1 2 N 1250 REC m 1 E%ISTW S > CHECK STAND 1 1 1 0 50 m N LNG B Architect EX 4 ] 100 EMSTNG PANELI➢i 30 ffi 38 V B 1 25W J580 10A REC m t EXSIBYG MEZZ c 10 IX B R C C NO 2 10 1 1 20 REC Itip „�� ] t ING REL ALL M M 10 E%STWG WATER IEATFA 2 30 NL _ 5 J 4D EXISTING RTU-2 9 ffi 23 ffi T+ 2500 3500 m 1 SPARE' F ITKN' 11 IX 11 REC-C STAR 2 1 1 1 20 REC . 1110 ]W m 1 TING REC EXi,WALL 9 12 IX 572 North Broadway 8 3 1W ENSTING PANELlP1/RPB CP VIA TSKVA X<MR 72 8T 45 A tl WG OFF R N ] SAME' R 14 IX 13 E%STW x Y, m t TW B EX White Plains,N.Y. 10603 15 T OF R 1150 1400 REL m 1 2 12 t2 BP M lB IX 15 REC- 1 2 t 2 EC Tm Im.: m 1 TING t8 IX 1 3 30 EIOSTING SCISSOR LIFT 14 11 T4 1T 1T EXSTWG VVT CONTROLS 0 NL 600 1 iWp REC m 1 12 12 BRFAKRMR C 1! 1 12 1 1 m -TOT m G 18 IX LBI 914 2B9 0011 5 3 30 ENSTING FANS 10 12 10 12 B N T. C NO 2 5 1 20 R 1 1500 _ SP4L m 1aY B14 259 0022 9 3 A ENSTING 8 10 B 10 1 ING t 5 3W REC 1 TWGT N m N 21 REC TAN 2 1 m REC 1 fm ] REC m 1 2 t 12 --Ell N 10 3 m EIOSTINGRNJ 12 11 12 N J ING ftt0 350 REC 1 SP O M N II RECTI CL K 2 11 12 1 m REL .,m.K- 2000 1000 REC m 1121 11 t1 REC-CgSWETUPS N N Energy Squared • 1 I. 510 _ ..>.r'; ]50 REC I SPM M TOTAL CONNELIFD LOAD JTpO 5&0 5150 NNPINSEI 11 3 too 30 EXISTING RTU5(OVERTAKE OVER AREA) iJ iB 13 Is T5 ING 1 0 R C 1B0 0 ]80 REC m 1 SAME' ITIUN' M im 12 3 100 To NEW PANEL'�I'VIA IS KVA kFMR ffi N 2B M 29 DEMOREC 2 10 Is I 2p REC 1 a 3010 540 REC 1 2 t2 12 LE O FI M ed:-s N,EC.LDA08UYYARY - 'yay ¢ECI+tlCAt DATA, ,x+c.+tx:'-' PAN¢INFORMATON i] 3 SPACE 31 12 1 t i10 INp n TOTALL DLOAD TOTAL CONN.LOAD: 15 KVA LOCATION'EXPANDEDSTOCKROOtl „ „ 11 3 SPACE S 12 12 400 1410 1 p NC m ] EUSTNGFF-i >t LOPDTYPES MOPOLES i5 DEMO REC 10 10 p 1800 10 10f0 M NN FACTOR IVA) IOTALCWN.LDAD:�2 gYP3 MOUNTING: SURFACE FNCL�IIRE: NEMAL �ap 1�Q�vvCN6l BMOCIl1IfON8 15 3 15 EXISTING 4 S 4 5 ]T EXSTWGOFFOE REI x 12 12jREC + 4BW _ 9>OD M PXi CONOTpNNG(AC) i.. TOTAL DEMAND LOAD: 11 KVA FED FROM:PAN¢RIP Ou mNPmA®u R4, 18 3 m EXISTING 11.1 1] 11 13 SO WG 0 9 NC Po J E%STWGPM¢CP 10 WATING(H) 1.00 TOTAL DEMAND LGD:to AMPS EOIAP,GRWNOS)5'YES BUS NATERL4L COPPER PYIPwIm.Mw 3of41 VEMOGFIREC 12 T KRCIEH EG/PMEM(K7_- 1.W MAIN BU99ZE: 100 AYP9 I�IATEDGROUNDBIOS:lT0- NEUTRAL S2E �~~�¢BINICgLDATA,. .=, 43 OPRELEPT r. 1X0 R m 1 2 12 12 M RIG LIGMING(L) ,25 -4! t2 12 iW ..:Y 380 H.''"' 51s REC 1 2 12 12 %i Y RECEPTPLLES(flEG) t48m 054 .. •EC BNALL VERIPY EXISTND PAN¢GN MANDLE A _ 12110 :xw PAN¢LEOENO.():.a .; r PAN¢,NOIEB.,uw.... w. «...�,.. TOTAL CONN LOAD. 419 KVA LOCATION;ELECTRICALROOM f N..,r.. , i 1 EXISTING IIXI _ tm ST-SHIRT TPoPC.fl-GGFIL.B OF SNt AMP CIRCUIT BREAKER.IF NECESSARY EC SHALL E.C. TOTAL CON LOAD: N1 AMPS MOUNTING:WWERCENTER ENCLOSURE: NE.I 4p SP E f m 11 1tT NC m 1 2 t2 12 COF-1,. II LONTWUOUS(C) 1.25 LB-T.WKLIYCB 36w TAP THE EXISTING BUS AND ADD q YOLOED CAM CIRCUIT TOTAL OetlANO LOAD: 4II NVA FEDFROM:M4N EtECTRCPL SERNLE TRANSFORMER 1 1 1 156 NC m 1 +2 12 C i.,e.1 bi NONLCNTWUWSINLI 300 I.UO JIM Ci'-CWTPLTOR�9XAATON BREAKER AT NO AMPS TO FEED COMPRESSOR RACK. ] E 1 30D J00 NC m 1 2 11 12 FSD flEFRKE N 51 EPo-3QPA E-0R.PoTPTLOIECTNEDEVK.E )W TOTALDEMANOLOAD: 5ES AYP9 EQUIP.GRWNO BUS:YES BUS MATERW-: LG14ER ¢EL.LGOIT)TALS 151m 131L0 VA N-NEWC.B:IX-ENSTWGGS. 'C SIXATED GIR NO BUS:NO NEUTRAL SUE: I- S5 SPAC 1 -J00� 30p NC m 2 12 12 SIR EMS 0. as �_ 3 -o USSZE: 609 AMPS BT SPACE i iXlO 13W REC To 2 5 B WIN-ol PLAYREC N 50 SPACE _ 110D 1200 REC m 1 2 9 B WIN GSP R L SO 01 SPACE 1m0 Imo REC m 1 2 S OW DISPLAY Y R u A4'LT"w BI SPACE 1 „, Boo Bp0 REc m 1 2 1p e WIND1p REL-BWIX3e a PANEL NAME:RP1 Choose MLO,C9 of SW 160 ❑ B5 SPACE 1 TooB00 REC To 1 2 10 10 EC- BT spot: 1 BID Bm REc t r 10 I REC-B BB PANELVOLTAGE,208Y12OV,3 PHASE.4 WIRE PANEL ACC.RATING'ASREWREDp BB SPACE y„ Bm REC m 1 2 Is 10 REC-BROL.E TO t E «---- 100 200 REC m 1 2 12 12 REC-TIELLOCK R ID zDESCRIPTION BRANCH CNT BRIUt LGO RSASE LOAD BRKR BRAMCN CNT DESCRIPTION ID201$.12.23 CE A200 m0 NC m 3 13 13 ENS COMRW D T4 NOPARE CAD P TRP COL£ VA A B C VA CODE TRP P NO VME GRDa1 JSBB "K"E ETB B 10 30 NL m 3 a 1x 12 4 CE SO S FMSILTSI WMfl4B0 21J2 fi52 FMS/LT9iW1YRCE t 1 SPACE S2 CE 1 1 SPACE SI 0 1 9 10 3 u NL 0 0 NC 20 3 4 12 12 f0 wmx,:. PANEL NAME:LP1 MAIN LUGS ONLY 100 ❑ nFM3I LIST MR 4oe Ties 1752 FANS LTSrxxn u EXISTING PANEL TOTAL CONNECTED LOAD 1BIP 1BBB5 21m0 "A'PiLASE1 li JSW J58B .- ::„ p 14 PANEL VOLT AGE:480YR77V,3 PHASE,4 WIRE PANELAIC.RATING EXISTING❑ 4 e +0 3 w Nc Nc 20 3 4 12 12 I -^»w:KEC.LGDBUMtlay y-;:.» .:tx¢ECTWGL DATA ..�+. r - ;:..PAN¢INFORYATON -w....'r.x.:Fs BRANCH CNT BPoLR LOAD FHASE LGO BRNX BMANCK CNT TOTAL LOAD CEMMD OEMANOLOAD TOTALCONN.LGD: N KVq LOCATION:EXPANDED STOCKROOM tT FMS/LT9I YAM 450 BY 15e FMSI LTSl YALR 18 10 i DESCRIPTI0.V DESORPTION ID L W""SMDCO"S IB 0 4Y 455 NC 20 1 2 12 11 STSTEM+OFMSIL m NO ME GRD P TRW CWE VA A B C VA COOS TRP P ND WIRE OAD (VA) FAOTGi IVN TOTAL CONM.LGD: 15B AMPS MWNTNG'. SURFACE ENCLOSURE NENAi Ct i E%STWG SALES LTG 1 m L 2115 52M - 18.15 L m EUSTWGEMINLLTG I LB Tf 0 B 10 J W NC 0 210 NO NC m 1 2 12 12 SYSTEM i1FM5/LTS II CI S EXSTWGSALESLTG i m L 2550 250 .^.... 20D L m t FXSPN EMT LTG I t8 ARCGNOTIONNG(AC) 1,Po TOTAL DEMAND LOAD: 0 KVA fED FRC.M:PAN¢NAtlE IIFANSILTSIYAIR C 1 t2 12 Y 1 M L IS Ct 5 WG SILESLG t 20IM 25Po 1 TWG B KRCIEN EOURMENT IKI tpp TOTAL DEMANOLGO, tl2 AMPS SOLLARDGRWNDSU3:LIRGROUNDBU"NO NNEVRAL WE I 2} 4 1p f0 3 30 NC 0 32 14]2 N650 C f 2 12 EM14 FANS 13 FANSIL St C2 T EXISTING SLG 1 20 5 rP«r tOM L m i EMSTNG STOCKROOM LTG I -- MAIN BU951ZE 250 AMPS -- - Ct 9 MSTING LTG ' 1 2031. tJ50 L m t ' EXIST ING SALESLTG f0 Cf LIGHIIMGQ) 1m MFANSILTS1VAM 350 55R, IB2 NC 10 f 2 it 12 SYSTEMISFANS/LTS ID^emu.11 OUSTING 1 20 •: 1Z15 121 L m i ' EKSTWGSALESLTG 12 CT RECEPTACIESIREC) Td91p 0.5E -10a10 ..m+av,PAN U (1) �.uwsi ,e,. s.s..:*.:...r,=*,^�TN N ..., n ]EXISTNG 1.) 1,25 U 4 12 12 J m NC 01S W n .�,.� 1 W O L STSC2 1!IXSTWG SLT m ]J15 r Bm L m iWGEXTERNM LTG F CONTWUW5ICI tE LB-tocx-rc.B, >S FMSILTSIVAIR Sao i SAME M tT DUSTW m 5000 H 30 TWG EUIii 18 NONCONTNUWS(NL) m1J3 1.W m1)J 1,1 NTACTORLESIGNATON ]) 1500 SW i BUNK M EW-3pmA EOPMNI PROTECTIVE PENILE WTA REC-AC UNIT 2 12 12 m NC i b TOTAL CONNECTED LGD 1000.0 BB40 SPS TVNPNISE) ¢EC.LGDIOTALB 6801] 4TBp] VA N-NEWC.fl:IX-ENSTNGCB. 1 M SDM 1 t 1 SLINK U N.E.C.LOAD SUMBUM Y .. ';p. ¢ECIRIGLDATA- a �a PAN¢INFORYATICN TOTAL CONNECTED LOAD 10822 B3m 525E WNPIWSE) �_LOADTYPES MDC_S TOTAL LOAD�MViO DEMAND LOAD TOTAL CONK,LOAD: 30_KVA LOCATIIXB'.EXPANDED STOCKROOM N:EC.LGDSWSMARY �.:.....�A EIECTRIGLOgTA,.x e ur„sfi PAN¢INFORMATION,',.A+: (VA+ FACiGt IVN TOTAL CONN.LOAD: M AMPS MOUNTING:SIIRFRCE ENCLOSURE; NEMA1 'a2:�m - F ARCONmoNWG(AC) 100 TOTAL DEMAND LOAD: M KVA FEUFROM;MOP LGDTYPESMDe.TOTAL LOAD DEMAND 1EMAN0 LOAD 1OTALCWN.LOAD: SB KVq LOCATION.EXPANDED STOCKROOM HEATING Its SODJ 1.00 5p00 TOTAL DEMAND LOAD.43 AMPS EDIP.GROUND BUS;YES aUSMATERIAI.' COPPER (VA1 FACTOR IVAI TOTAL CONN.LOAD: 19 AMPS MOUNTING: SURFACE ENCLOSJ : NEMA1 KRCIEN E-0UPMENT VLI 1B0 SGATEDGRQUND BUS:NO NEVIRAL WE: 100% AM CONOIXIMNG VTCI 1,00 TOTAL DENANDLGD: 1! KVA fEDFROM:NOP VIA IRANSFGlMHN T UGHItNG O) 1.m PTO MAIN BUS SIZE 100 AMPS PANEL NAME:PP MAIN CIRCUIT BREAKER 260 ❑ -.G(9 1.DO TOTAL DEMAND LOAD,a AMPS EQUIP,GR 0 USMATERUL: CAPER ry FASTING PANEL KTTC1 EQU5NAENT(KI f.00 ISOIATEOGROUND BUS NO NEUTRA-a4m: IT. �II ry REC®TADIES(REL) +.ao POMLISO9N0(Us - - PAK NOTES -_ - PANELVOLTAGE:208YI12OV,3PHASE.4wRE PANEL AI.C.RATING:EXISTING❑ +zs PAIN BUS SIZE 200 AYPS G 7 EYJSIWG(E30 I.m UGMNGIt) CONTINUOUS(CI t.m ST.SKINT.TR MG-CFIC.B RECEPTACLES(REC) 1.00 P ¢ EMD 10 P 9 BRANCH CKT BRKR LOAD PHgSE LGD BRI(R BMAXCX CKT 1 LB tOCIL c, 10 ^tA DESGIIPTION OESCm"ON 10 NONLONTNVWSINC) 1.00 - Y t'-CWTACTOR LESK;NAION NO VME GRD P TRIP CODE VA A B c VA COG TRP P NO WIRE G20 is EASTWG HEX) 1.25 St-STUNT TPoPC a;G-GFIC.B ' -- EPD-JDfW EORANt PROTECirvEOEVICE O r.�.................._.., ,..o... UK.LOAD TOTALS ASm + CONNTSIIJUS(c) i.m LB-TACKRDESIG. a.�.,r..a...ne..n....m.... .+....... q :,..,. 3H50 VA N-NEWC.B.;EX EXISTNGCB. 4)AB 1aTBq B4ee I IXISTWG REFRO DEFROST PANEL 3 BO NC 4)BB w*,.a•. 14 1 048E NC W 3 EBSTWG RESERVE FREEZER 4 NONLONTRUQUSINCI 150t0 t.IN 1501p CONTACTOR�SGNATION •_^•••• �•ne.n..,...m.. �......... ---_- .--- EEO.JOmAEOPMNTR20TEC11VE LENCE ••••'••••••o....e....... Z. 40B :.'„- -„ 1 B ¢EC.LOAD TOTALS: 15l10 ;. 15010 VA N-NEWC.B.;EX-E%ISLWGCB 204,1 SMG 28. +S 1Y B EXTSTNG SPARE 3 50 NC 281J 5591 1850 NC IS 3 EXSTWG BEVHIAGE GOOIER 0 2U1 QU 11 2YJ 503 2- 13 14} a� 16 EK5TWG SPARE T m NC SPACE 0 '1 SPACE SPACE 1. PANEL NAME:LP2 MAIN CIRCUIT BREAKER 100 El SPACE SPACE ST EXISTING PANEL !1 SPACE SPACE II PANELVOLTPGE:208YI120V.3 PHASE,4 WIRE PPNELALC,RATING EXISTING❑ x] E SPACE M wW 10 DESCRIPTION BRANCH CKT BPoLP LOAD A PHASE LGIT BRKR BMANCNCKT DESCAU TI ID 1 E SPACE ID Z rQ.L i' L' NO ME WD P TRP COOS VA B C VA CODE TRP P NO ME G ID -i _0 M k SPAL ID 1 SPARE OFF POSRKIM 1 m I2W 1200 l m 1 EXSTWG STORE SK.V 3 O d)Q 6 p S SPARE NOFF POSA- t m in in L m 1 EXISTNGSTGlE SIGN 4 IOTALCpINECTEplGO 16p]2 1Bw1 1BNi "UPHASEI Z 0_N P 1 _. JJ T SO GOSITON 1 m m SPARE'OFF POSTKN' B .KEC.LOAD SUMMARY ¢�1PoGL DATA PANEL INFORMATION r i B SAME OFF KW 1 m - M'OFF POSIT 10 L D O TOTAL CORN.LOAD: BD KVA LOCATION:EXPANDED STOCKROOM X BII BBB O P T 1 LGDTYPES M000�5 a/ _ 11 SPARE'OFF ION 1 20 m 1 SPME'OF MSITKN' 12 NN FACTGi (Vql TOTAL CONN LGD'16 AMPS MOUNTING: SURFACE ENCL VRE'._NEMA1 BBB M-O Z I3 SPAR O POSITION 1 20 m 1 SPARE OFF POSITKN' 14 AR CONDITIONING IOGI Top TOTAL DEMAND LOAD: 51 KVA FED FROM:PAN¢NAPE In aF z s 15 VAN'OFF POSTTOH 1 20 m 1 SPME'OFF POSTION' T. HEATING INI I.W TOTAL DEMAND LOAD:M AMPS EQUIP.GROUND BUS YES S GTERML: COPPER J Qr Q y 1 f NRCIENEWPMENT(K) f.W SOLATEDGRGUNDBUS:NO NEURAL SIZE: 100% - A�FiOY m o6 10 5p ION' m m 1 9P 'OFF POSITION' UGMWG(L) 125 MAIN BUS MZE 400 AMPS - F 21 DMTWGC=A LTG SPARE-POSITION' II RECEPTACLEs(REC) 100 PANEL L-I)11 EXSTN �� " 3] GUH SOW OUNTEII t m L 1]Y 1]56 1 M F XN' L IXfiTWG1E2q 1.m ST-SWM-TRPC.B:G-LFIC.B m IS EMSTWGUNDERCWMER LTG 1 m L x5225o SPME'OFFPOSTION' m CONTWUQUS(c) 1z u � !1 IXISTNGOUADBLALKEOX 1 To REC in In - m 1 SPME'OFF POSTON' Ts NONLcmiNUWS(NL) Sim, +.m 51391 Lt'CG4TAC10R LESGNAiON x0 EXSTWGMT VAD 1 TO REC Imp 24pp in as B^LGOl0TLL4: CE T FPO-mmA EOMLINT PROIECTNF OEV I 11 EAIST TAM. EC 20 R 1 1. NC m 3 EXSTNGRELYCIEaN II LL lISM llMt VA ANEW L.fl.IX-EMSTWGCB, ADmS1 Il G So11pp ... G r mz a "SPACV In 1 M 6 3 LL Si SPACt 1. NC To ] EXSTNGRECYCLESIN Y •i A+ 3 JB SPAL in In 40 0 !'tS 41 SPACE ACE tl AM TDTALCWNECTEDLGD N52 5910 6M0 (VARIMSE) e T ELECTRICAL 1-LGD WYWPY ¢ECTRIGL A. PAN¢INFORMATION LOADTWES AND COCES TOTAL LWD D OLOPD TOTAL CONN.LOAD: IS KVA LOCATION:EXPANDED STOCKROOM PANEL (VA) FACTOR IVN TDTALCGNN.LOAD:A5 AMPS MOUNTING SURFACE ENCLOSURE: NENA 1 ARCGm-.G(AC) I.. TOTAL DEMAND LGD: m KVA FEDFRCM:PAN¢MDP SCHEDULES HEATING Us 1,00 TOTAL DEMAND LOAD:S! AMPS EQUIP GROUND SUS:YI a15 M4TEWAL'. COPPER MCIEN KUIPAENT(K) 1.W SOLATEDGRWND BUS:HO NEUTRAL 9ZE'. 100% PING.NO. LIGHTING(L) 4i0B - ySBy MAlx BV49ZE 100 4YP8 - RECEPTVG(IIRECI MOT 1.W 300p PAN LEDFND(ID) EXaTWG 1E PAN¢KOIE9 � �� K) 1.25 ST-SXIM-TRP C.B;G.GFIL.B CONTINUOUS(L) t.So LB-T.00KLTfCB. NONL[N1NUW91NC) ItD10 I.W I'No 'CT'-CGYTMIOR CESWMATKW EPD-30m C.LF MREXS.GCB. LE ¢EC.LGOtOTAIB: 18i1B 188i6 VA N-NEWC.fl:IX-ENSTWGCB. A SECTION 16000 1.11 ELECTRICAL SERVICE: 2.9 SLEEVES AND ESCUTCHEONS: PROVIDE ALL SLEEVES AND ESCUTCHEONS REQUIRED 3.4 LIGHTING FIXTURES: ELECTRICAL FOR THE INSTALLATION OF THE WORK. ALL PENETRATIONS THRU FIRE RATED CEILINGS OR 1.11.1 THE ELECTRICAL SERVICE IS EXISTING TO REMAIN. WALLS S 3.4.1 PRIOR 7O LOCATING ANY LIGHT FIXTURE, CONFER WITH THE ARCHITECT AS HALL BE CLOSED AND FIREPROOFED TO A RATING EQUAL TO THE SURROUNDINGMATERIAL. TO THE DESIRED METHOD OF LOCATING THE LIGHT FIXTURES IN THE VARIOUS Jeffrey PART 1 GENERAL 1.11.2 PROVIDE TEMPORARY ELECTRICAL CONSTRUCTION POWER TO THE PROJECT AREAS. IF THIS REQUIREMENT IS NOT MET,THE CONTRACTOR MAY BE DURING CONSTRUCTION SEPARATE FROM THE PERMANENT BUILDING SERVICE AND REMOVE 2.10 FLASHING: PROVIDE OR COORDINATE WITH ROOFING CONTRACTOR 7O PROVIDE REQUIRED TO RELOCATE THE LIGHT FIXTURES AT NO ADDITIONAL COST. Taylor 1.1 WORK INCLUDED: THIS SECTION INCLUDES THE NECESSARY LABOR, ENTIRELY PRIOR TO REQUESTING THE ARCHITECT'S FINAL INSPECTION FOR ACCEPTANCE OF FLASHING FOR ALL CONDUIT THROUGH WALLS OR ROOF. SUBMIT METHOD 70 ARCHITECT MATERIALS, EQUIPMENT, ETC.,TO COMPLETE THE ELECTRICAL WORK THAT IS THE PROJECT. PAY ANY FEES THE BY THE POWER COMPANY. FOR APPROVAL BEFORE INSTALLATION. 3.4.2SECURE ALL 4 CORNERS OF ALL LAY-IN LIGHT FIXTURES 70 CEILING Architect INDICATED IN THE CONTRACT DOCUMENTS. ' PART 2 BASIC MATERIALS AND METHODS 2.11 PANELS: FURNISH AND INSTALL PANELBOARDS OF THE VOLTAGE AND RATINGS GRID. 1.2 CONTRACTOR'S RESPONSIBILITY: REFER TO ARCHITECTURAL. STRUCTURAL, SHOWN ON DRAWINGS. PANELS SHALL BE OF THE DEAD FRONT TYPE AND SHALL HAVE 3.4.3EXIT LIGHTS SHALL 13E WALL MOUNTED,WHERE POSSIBLE AND MOUNTED 572 North Broadway AND MECHANICAL DRAWINGS FOR CONSTRUCTION DETAILS AND COORDINATE 2.1 GENERAL: MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION. THERMAL MAGNETIC BRANCH BREAKERS WITH QUICK MAKE,QUICK BREAK ON MANUAL OR WITH 4 BOLTS OR SCREWS. WHERE THE FIXTURE CAN NOT BE WALL White Plains,N.Y. 10803 WORK WITH THAT OF OTHER TRADES SO AS TO AVOID UNNECESSARY DELAYS ALL MATERIALS FURNISHED AND INSTALLED, FOR WHICH UL STANDARDS HAVE BEEN AUTOMATIC OPERATION. ALL MULTI-POLE BREAKERS SHALL HAVE COMMON TRIPS AND MOUNTED, PROVIDE SUPPORTS INDEPENDENT FROM THE CEILING GRID TO OR DAMAGE TO ANY PART OF THE INSTALLATION. IF ANY OMISSIONS OR ESTABLISHED, SHALL BE LISTED BY AND BEAR THE UL LABEL ALL MATERIALS SHALL BE ONE HANDLE. BUS BARS SHALL BE COPPER. ALL PANELS WITH DOORS SHALL BE SECURE THE FIXTURE BY 4 SCREWS AND SECURELY HOLD THE FIXTURE tel 914 289 0011 DISCREPANCIES ARE FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS OR THE MANUFACTURER'S LATEST STANDARD DESIGN, UNLESS OTHERWISE SPECIFIED. KEYED ALIKE. PANEL DIRECTORIES SHALL BE TYPED COMPLETE AND INSTALLED ON PLUMB AND SQUARE. fax 914 289 OD22 CITY AND POWER COMPANY REGULATIONS.ADVISE THE ENGINEER PRIOR TO BID PANEL DOOR UPON COMPLETION OF JOB. PROVIDE THREE 11NCH SPARE RACEWAYS FROM DUE DATE.VERIFY ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT EXACTLY AS 2.2.1 WIRE: FURNISH AND INSTALL ALL WIRE INDICATED OR REQUIRED FOR A COMPLETE EACH FLUSH MOUNTED PANEL TO AN ACCESSIBLE LOCATION ABOVE THE CEILING. 3.5 ELECTRICAL OUTLETS: Ener S Uared FURNISHED AND MAKE ADJUSTMENTS IN ELECTRICAL SERVICE ACCORDINGLY ELECTRICAL SYSTEM. ALL WIRE SHALL BE SOFT DRAWN ANNEALED COPPER WITH BREAKERS SERVING A/C EQUIPMENT SHALL BE RATED FOR THAT SERVICE. BREAKERS 9Y Q BEFORE INSTALLATION OF POWER CIRCUITS. CONDUCTIVITY OF NOT LESS THAN 98%THAT OF PURE COPPER.ALL CONDUCTORS SHALL SERVING HID LIGHTING SHALL BE RATED FOR THAT SERVICE(HIGH MAGNETIC). ALL 3.5.1 REVIEW ALL ARCHITECTURAL,STRUCTURAL,AND MECHANICAL DRAWINGS BE TYPE'THHN/THHW", EXCEPT UNDERGROUND WIRING SHALL BE TYPE"XHHW". USE NO PANELS AND SWITCHGEAR SHOWN AS HAVING SPACES SHALL HAVE THE SPACES FULLY BEFORE THE INSTALLATION OF ALL ELECTRICAL OUTLETS. RELOCATE OUTLETS, 1.3 EXAMINATION OF SITE: EXAMINE THE ACTUAL SITE AND COMPARE IT WITH WIRE SMALLER THAN NO. 12AWG, EXCEPT CONTROL WIRE. RUN MAINS AND FEEDERS EQUIPPED TO RECEIVE A BREAKER OR SWITCH WITHOUT HAVING TO ADD ADDITIONAL PARTS. AS APPROVED BY THE ARCHITECT TO COORDINATE WITH THE INSTALLATION OF DRAWINGS AND SPECIFICATIONS. CHECK LOCATION OF ALL EXISTING THE ENTIRE LENGTH CONTINUOUS WITHOUT JOINTS OR SPLICES. MAKE BRANCH CIRCUITS THE OTHER TRADES AT NO ADDITIONAL COST. VERIFY, BEFORE INSTALLATION, exarc �� OBSTRUCTIONS AND CONDITIONS WHICH MAY AFFECT WORK BEFORE SUBMITTING JOINTS OR SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH BUCHANAN PRESSURE 2.12 DISCONNECT SWITCHES: THE EXACT LOCATION OF THE POWER ENTRANCE 70 EQUIPMENT ACTUALLY A BID. CONNECTORS AND VINYL INSULATORS.ALL CONDUCTORS FOR LIGHTING AND RECEPTACLE FURNISHED AND MAKE ADJUSTMENTS,AS REQUIRED. COORDINATE LOCATION CIRCUITS SHALL BE COLOR CODED 70 INDICATE VARIOUS PHASES AND NEUTRALS. 2.12.1 PROVIDE AND INSTALL ALL DISCONNECT SWITCHES REQUIRED TO CONFORM TO OF DISCONNECT SWITCHES TO PROVIDE CLEARANCES REQUIRED BY CODE AND .x.. � 1.4 PERMITS, FEES AND CODE REGULATIONS: OBTAIN ALL NECESSARY THE NEC, EVEN THOUGH NOT INDICATED ON THE DRAWINGS. REQUIRED FOR SERVICING OF EQUIPMENT. PROVIDE GALVANIZED UNISTRUT PERMITS, PAY ALL UTILITY FEES AND POWER COMPANY CHARGES PERTAINING 2.2.2PROVIDE PLENUM RATED CABLE,AS REQUIRED. VERIFY, BEFORE BID AND BEFORE SUPPORTS AS REQUIRED. memw =� TO WORK UNDER THIS SECTION,AND COMPLY WITH ALL NATIONAL,STATE AND ORDERING ANY CABLE RUN ABOVE THE CEILING AND NOT IN CONDUIT. 2.12.2 SERVICE DISCONNECT SWITCHES SHALL BE HEAVY DUTY AND NEMA 3R. MUNICIPAL LAWS, CODES, ORDINANCES,AND REGULATIONS RELATING TO DISCONNECT SWITCHES FOR EQUIPMENT SHALL BE GENERAL DUTY, HORSEPOWER RATED AS 3.5.2 MOUNT TUMBLER SWITCHES IN SUITABLE STEEL BOXES 48"ABOVE BUILDING AND PUBLIC SAFETY. 2.3 CONDUIT: SHOWN ON THE DRAWINGS. ALL SWITCHES USED OUTDOORS SHALL BE NEMA 3R. FINISHED FLOOR,70 TOP OF BOX, UNLESS NOTED OTHERWISE ON PLANS. 1.5 PROTECTION OF APPARATUS: TAKE SUCH PRECAUTIONS AS ARE INSTALL SWITCHES ON STRIKE SIDE OF DOORS,AS NEAR AS POSSIBLE TO JAM �'"DF NECESSARY 70 PROTECT ALL APPARATUS AND MATERIALS FROM DAMAGE. 2.3.1 ALL SYSTEMS SHALL BE IN CONDUIT, EXCEPT SPECIAL SYSTEMS,UNLESS NOTED 2.13 FUSES: FUSES SHALL BE RATED 240VAC OR 600VAC AND SHALL BE THE DUAL AND IN UNIFORM POSITION SO THAT THE SAME DIRECTION WILL OPEN AND A x� OTHERWISE. ALL CONDUIT SHALL BE 3/4"MIN. SIZE. EXCEPT AS OTHERWISE NOTED ON ELEMENT TYPE WITH AN INTERRUPTING CAPACITY OF NOT LESS THAN 100.000 AMPERES. CLOSE THE CIRCUIT THROUGHOUT THE PROJECT. MOUNT RECEPTACLES 18" FAILURE TO COMPLY SHALL BE SUFFICIENT CAUSE REJECTION OF THE PLANS. ALL CONDUIT SHALL BE HOT DIPPED GALVANIZED, EXCEPT CONDUIT IN SLAB AND ABOVE FINISHED FLOOR,TO BOTTOM OF BOX, UNLESS NOTED OTHERWISE. ` c. APPARATUS OR MATERIAL IN QUESTION. UNDERGROUND MAY BE PVC CONFORMING TO NEC AND LOCAL CODES. ALUMINUM 2.14 MOTOR STARTER: MOTOR STARTERS SHALL BE FURNISHED WITH MOTOR OVERLOAD CONDUIT SHALL NOT BE USED. PROTECTION IN EACH UNGROUNDED CONDUCTOR. MOTOR STARTERS SHALL BE ACROSS 3.5.3ALL OUTLET AND JUNCTION BOXES SHALL BE SECURELY AND RIGIDLY 1.6 GUARANTEE: INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF 1 THE LINE TYPE AND SHALL HAVE NEMA 1 ENCLOSURES FOR INTERIOR INSTALLATION AND FASTENED IN PLACE PER NEC 370-23. ��.c' YEAR AFTER FINAL ACCEPTANCE AGAINST FAULTY WORKMANSHIP AND/OR 2.3.2ALL EXPOSED CONDUIT RUN ON THE EXTERIOR OF STRUCTURES SHALL BE RIGID NEMA 3R FOR EXTERIOR INSTALLATION. MOTOR STARTER NOT FURNISHED WITH EQUIPMENT MATERIALS. ALL SUCH DEFECTS SHALL BE MADE GOOD WITHIN THIS PERIOD THREADED HOT DIPPED GALVANIZED STEEL THREADLESS FITTINGS SHALL NOT BE USED. SHALL BE SQUARE D CLASS 8536 OR EQUAL,SIZE 1 MINIMUM. OVERLOAD ELEMENTS 3.5.4 277 VOLT GANGED SWITCHES SHALL BE EQUIPPED WITH UPON DEMAND OF OWNER. MATERIAL AND EQUIPMENT GUARANTEES AND SIZED FOR EQUIPMENT FURNISHED SHALL BE FURNISHED AND INSTALLED. PROVIDE AND PERMANENTLY INSTALLED BARRIERS BETWEEN SWITCHES,AS REQUIRED BY NEC WARRANTIES WHICH EXCEED THE ABOVE PERIOD SHALL BE PASSED TO THE 2.3.3ELECTRICAL METALLIC TUBING: ALL CONDUIT USED INSIDE THE BUILDING SHALL BE INSTALL A CONTROL POWER TRANSFORMER AND HAND-OFF-AUTO SELECTOR SWITCH IN 38O-8B. OWNER. PAY ANY COST INCURRED 70 PROVIDE THE FlRSi YEAR'S WARRANTY E.M.T.APPROVED AND LABELED FOR ELECTRICAL INSTALLATION. USE STEEL COMPRESSION THE STARTER. COORDINATE VOLTAGE OF CPT WITH CONTROLS CONTRACTOR, BEFORE 2015.12.23 ON ALL ELECTRICAL ITEMS. TYPE FITTINGS FOR ALL METAWC TUBING. SET SCREW TYPE FITTINGS SHALL NOT BE ORDERING. 3.6 GROUNDING: 1.7 DRAWINGS AND SPECIFICATIONS AT THE SITE: MAINTAIN AT THE JOB SITE. USED. 2.15 NOT USED. 3.6.1 PERMANENTLY AND SECURELY GROUND THE NEUTRAL CONDUCTOR, ONE COPY OF ALL DRAWINGS,SPECIFICATIONS,ADDENDA,APPROVED SHOP 2.3.4FLEXIBLE CONDUIT: FLEXIBLE CONDUIT SHALL BE USED FOR RUNS NOT EXCEEDING CONDUIT SYSTEM. PANELBOARDS AND ALL OTHER COMPONENTS OF THE DRAWINGS,CHANGE ORDERS AND OTHER MODIFICATIONS, IN GOOD ORDER AND 72"FROM JUNCTION BOXES TO LAY IN TYPE LIGHTING FIXTURES. NON METALLIC 2.16 LIST OF ACCEPTABLE ALTERNATE MANUFACTURERS: ELECTRICAL SYSTEM. THE GROUNDING SHALL BE IN ACCORDANCE WITH NEC MARKED TO RECORD ALL CHANGES MADE DURING CONSTRUCTION. LIQUIDTIGHT FLEXIBLE CONDUIT WITH APPROVED CONNECTORS MAY BE USED FOR AND LOCAL CODES,AND MADE WTI71 APPROVED GROUND CLAMPS. GROUNDING CONNECTIONS TO ALL MOTORS AND MOVING EQUIPMENT. PROVIDE BONDING CONDUCTOR 2.16.1 600 VOLT WIRE: REYNOLDS.TRIANGLE, ROME.ANACONDA, GENERAL ELECTRIC. LUGS AND CLAMPS SHALL BE BRONZE. GROUND RODS SHALL BE COPPER AROUND ALL FLEXIBLE CONNECTIONS. WELD, NO LESS THAN 5/8 INCH IN DIAMETER. PROVIDE A SEPARATE GROUND 1.8 DRAWINGS: 2.16.2 CONDUIT: NATIONAL ELECTRIC,TRIANGLE. CONDUCTOR IN ALL FLEXIBLE CONDUIT CONNECTIONS. 1.8.1 DRAWINGS ARE DIAGRAMMATIC,BUT SHALL BE FOLLOWED,AS CLOSELY AS 2.3.5ALL PVC CONDUIT SHALL BE SCHEDULE 40(HEAVY WALL). 2.16.3 WIRING DEVICES: P&S. HUBBELL,GENERAL ELECTRIC, BRYANT. LEVITON. 3.6.2 ALL RECEPTACLES SHALL BE GROUNDED. ACTUAL CONSTRUCTION OF THE WORK WILL PERMIT. CHANGES FROM 2.4 CONDUIT SUPPORTS: ALL CONDUIT SUPPORTS SHALL BE APPROVED BY THE DRAWINGS NECESSARY TO FIT WORK OF VARIOUS TRADES,70 CONFORM TO ARCHITECT. SUPPORTS SHALL BE KORNS CLAMPS, ONE HOLE MALLEABLE IRON CLAMPS, 2.16.4 LIGHTING FIXTURES:WHEN REQUIRED, BIDS FOR FIXTURES MUST BE BASED ON 3.6.3ALL POWER AND LIGHTING CIRCUITS SHALL HAVE A GREEN GROUND WIRE EQUIPMENT ACTUALLY BEING INSTALLED, OR THE RULES OF AUTHORITIES UNISTRUT AND UNISTRLT CLAMPS OR PIPE HANGERS. TIE WIRE SUPPORTS AND FIXTURES SPECIFIED OR APPROVED SUBSTITUTIONS.SHOP DRAWINGS SHALL BE SUBMITTED IN ALL CONDUIT. HAVING JURISDICTION SHALL BE INCLUDED IN THE BID AND SHALL BE MADE PERFORATED STRAPS ARE NOT ACCEPTABLE ON ALL FIXTURES. IF FIXTURES ARE OTHER THAN SPECIFIED,CONTRACTOR MAY BE . AT NO ADDITIONAL COST TO THE OWNER. REQUIRED TO SUBMIT SAMPLES OF BOTH SPECIFIED AND ALTERNATE FIXTURES. 3.6.4GROUND METAL FRAME, ENCLOSURE, ETC., OF ALL EQUIPMENT g¢ 2.5 CONDUIT FfTTINGS: CONNECTED UNDER THIS CONTRACT. USE GROUNDING LUGS AT ALL 1.8.2UNES INDICATING CIRCUITS ON THE DRAWINGS ARE INTENDED TO INDICATE 2.16.5 BALLASTS: ADVANCE ENCLOSURES. WRAPPING WIRE UNDER BOLT OR SCREW IS NOT ACCEPTABLE. ARRANGEMENT AND CONTROL 2.5.1 CONDUIT FITTINGS SHALL BE GROUSE HINDS OR APPLETON CAST FITTINGS WITH WHERE NECESSARY, FURNISH AND INSTALL GROUNDING CORDS AND CAPS TO CAST COVERS. GASKETS SHALL BE PROVIDED FOR ALL FITTINGS INSTALLED OUTDOORS OR 2.16.6 PANELS: SQUARE D.CUTLER HAMMER AND SIEMENS. ACCOMPLISH THIS GROUNDING. _ 1.8.3 ARCHITECT OR OWNER RESERVES THE RIGHT 70 MAKE MINOR CHANGES IN ON THE ROOF.THREADLESS Fff'NGS SHALL NOT BE USED. OUTLET LOCATIONS INDICATED,AT NO ADDITIONAL COST TO THE OWNER. 2.16.7 DISCONNECT SWITCHES: SQUARE D AND CUTLER HAMMER. 3.7 EQUIPMENT MARKING: LABEL ALL DISCONNECT SWITCHES. PULLBOXES. 2.5.2ALL HUBS FOR PANELS AND DISCONNECT SWITCHES SHALL BE MYERS SCRUIITE, MOTOR STARTERS,AND FEEDERS WITH DYMO VINYL EMBOSSING TAPE WITHT 1.8.4 AT CONCLUSION OF THE PROTECT, PROVIDE ONE SET OF COMPLETE GROUNDING TYPE. 2.16.8 NONMETALLIC, LIQUID-TIGHT FLEXIBLE CONDUIT: CARLON,T&B, HUBBELL. ADHESIVE BACK O IDENTIFY CIRCUIT NUMBER AND EQUIPMENT SERVED. LEGIBLE"AS BUILDS'ON CLEAN PRINTS. IDENTIFY ALL PANELBOARDS,SWITCHGEAR,AND MAIN SERVICE DISCONNECT 2.6 WIRING DEVICES: PART 3 ELECTRICAL INSTALLATION: EQUIPMENT WITH A PHENOLIC NAMEPLATE.TAG ALL SPARE, EMPTY CONDUIT. 1.9 SHOP DRAWINGS: INSTALL LABELS IN ALL FUSED DEVICES INDICATING PROPER SIZE FUSES. 2.6.1 FURNISH AND INSTALL WIRING DEVICES,AS INDICATED ON DRAWINGS, FOR VOLTAGE THE GENERAL ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF 1.9.1 SUBMIT WITHIN 30 DAYS AFTER CONTRACT AWARDED,A COMPLETE SET OF AND AMP RATINGS,AS SHOWN. DEVICES SHALL BE IVORY, UNLESS OTHERWISE NOTED. THE NATIONAL.STATE AND LOCAL LAWS AND ORDINANCES AND POWER COMPANY HAVING 3.8 RELATED WORK SPECIFIED IN OTHER SHOP DRAWINGS,OF ITEMS FURNISHED UNDER THIS SECTION. IF SUBMITTALS JURISDICTION AT THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ARE NOT RECEVED WITHIN TIME ALLOTTED, USE EXACT MATERIAL SPECIFIED 2.6.2 TUMBLER SWITCHES SHALL BE HUBBELL 1221-I OR EQUAL, 20A, 120 277V,AC CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS AND THE ABOVE LOCAL,STATE AND 3.8.1FOR ANY REM PROVIDED UNDER THIS CONTRACT REQUIRING ELECTRICAL WITH NO SUBSTITIfIlONS. NO CONSIDERATION WILL BE GIVEN TO PARTIAL ONLY,QUITE TYPE. NATIONAL REQUIREMENTS. BEFORE INSTALLATION. THE ENGINEER WILL THEN ISSUE POWER, FURNISH AND INSTALL ALL DISCONNECT SWITCHES, MOTOR STARTERS, LISTS SUBMITTED FROM TIME TO TIME. SHOP DRAWINGS SHALL BE APPROVED INSTRUCTIONS FOR ANY CHANGES REQUIRED. THE INSTALLATION SHALL BE IN STRICT RELAYS,CONTROL SWITCHES, CONDUIT AND WIRE FOR POWER AND BEFORE INSTALLATION OF THE MATERIAL UNDER CONSIDERATION. APPROVAL 2.6.3120 VOLT CONVENIENCE OUTLETS SHALL BE DUPLEX HUBBELL 2 POLE, 20AMP,3 ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. IF CODE CONTROLS,AND OTHER NECESSARY ELECTRICAL ITEMS REQUIRED FOR PROPER a OF MATERIALS OR EQUIPMENT SHALL NOT BE CONSTRUED AS RELEASING THIS CLEARANCE IS NOT AVAILABLE AS SHOWN ON THE PLANS,THE CONTRACTOR SHALL OPERATION AND NOT FURNISHED WITH EQUIPMENT PROVIDED. p CONTRACTOR FROM FURTHER RESPONSIBILITY FOR CONFORMANCE TO WIRE GROUNDING. "e COORDINATE THE EXACT LOCATION OF EQUIPMENT WITH THE ENGINEER OR ARCHITECT PROVIDE ALL INTERLOCK WIRING AND OTHER CONTROL WIRING OF LINE CONTRACT DOCUMENTS, BUT RATHER AS A MEANS TO COORDINATE THE BEFORE INSTALLATION OF THE EQUIPMENT. SCHEDULE WORK AND PROVIDE NOTICE TO VOLTAGE IN ACCORDANCE WITH THE WIRING DIAGRAM FURNISHED OR OBTAINED EQUIPMENT INSTALLATION. 2.6.4DEVICE PLAITS SHALL BE NYLON. o PERMIT INSPECTIONS BY THE ARCHITECT AND FOR AUTHORITIES HAVING JURISDICTION FROM THE EQUIPMENT MANUFACTURER.COORDINATE WITH MECHANICAL T BEFORE THE WORK IS CONCEALED. LABOR SHALL BE PERFORMED IN A WORKMANLIKE CONTRACTOR BEFORE BID. aI O 1.9.2SHOP DRAWINGS SHALL BE SUBMITTED ONLY BY THE CONTRACTOR:WHO TYPE,ECEPTA. 3 SHOWN ON PLANS AS GFT SHALL R GROUND FAULT INTERRUPTING rc z TYPE, 20 AMP, 3 WIRE GROUNDING.ACCEPTABLE, UN MORE THAN ONE RECEPTACLE FROM A MANNER BY MECHANICS SKILLED IN THEIR PARTICULAR TRADE. INSTALLATIONS SHALL BE AND INDICATE BY SIGNED STAMP THAT HE HAS CHECKED SHOP DRAWINGS SINGLE GFl RECEPTACLE IS NOT ACCEPTABLE, UNLESS NOTED OTHERWISE ON THE PLANS. CONSISTENT I COMPLETENESS AND APPEARANCE,WHETHER CONCEALED OR EXPOSED. VEND PROVIDE ALL LABOR AND MATERIAL REQUIRED TO E CONNECT ALL AND THAT THEY ARE IN ACCORDANCE WITH CONTRACT REQUIREMENTS. ANY REM WHICH DOES NOT PRESENT A NEAT OR WORKMANLIKE APPEARANCE SHALL BE VENDOR FURNISHED ITEMS, SUCH AS LIGHTS AND SWITCHES,SUPPLIED WITH d - GFI BREAKERS ARE NOT ACCEPTABLE. z REPLACED AT NO ADDITIONAL COST. IF IN THE OPINION OF THE ARCHITECT, VEM OR SUPPLY HOODS, FOR A COMPLETE OPERATING SYSTEM. r 1.9.3 SHOP DRAWINGS SHALL CONSIST OF PUBLISHED RATINGS OR CAPACITY 27 LIGHTING FIXTURES: OBJECTIONABLE NOISE IS PRODUCED BY FIXTURE BALLASTS,TRANSFORMERS OR ANY . u DATA,DETAILED EQUIPMENT DRAWINGS FOR FABRICATED ITEMS,AND OTHER ELECTRICAL EQUIPMENT, RECTIFY SUCH CONDITIONS AT NO ADDITIONAL COST. 3.9 EXCAVATION,CUTTING,BORING AND CHASING: PERTINENT DATA WHERE LITERATURE IS SUBMITTED COVERING A GROUP OR 2.7.1 LIGHTING FIXTURES SHALL BE AS SCHEDULED ON PLANS. INSTALL FIXTURES A7 - SERIES OF SIMILAR ITEMS, R ET ITEM UNDER CONSIDERATION SHALL BE CLEARLY LOCATIONS SHOWN ON DRAWINGS. FIXTURES SHALL BE COMPLETELY WIRED AND LAMPS 3.2 WIRING: 3.9.1 MAKE EXCAVATIONS AND DO BICKFILUNG REQUIRED TO COMPLETE THIS .r INDICATED,OR SHOP DRAWINGS WILL BE DISAPPROVED. INSTALLED. FIXTURES SHALL BE IN PERFECT OPERATING CONDITION AT TIME OF WORK. COORDINATE EXCAVATION WITH THE WORK OF OTHER TRADES TO AVOID s 3.2.1 NO WIRE SHALL BE PULLED INTO RACEWAY SYSTEMS UNTIL ALL CONSTRUCTION WHICH DELAY.WHERE TRENCHING OR EXCAVATION IS REQUIRED, COMPACT BACKFILL 1.9.4 SHOP DRAWINGS ARE REQUIRED FOR,BUT NOT LIMITED TO THE ACCEPTANCE. • IS LIKELY TO DAMAGE THE WIRE IS COMPLETED. USE A COMMERCIAL WIRE PULLING TO CONDITION EQUAL 70 ADJACENT UNDISTURBED EARTH,AS APPROVED BY FOLLOWING ITEMS: 2.7.2ALL FIXTURE LAMPS SHALL BE PROVIDED BY THE CONTRACTOR,UNLESS NOTED COMPOUND,APPROVED BY THE UNDERWRITERS' LABORATORIES, INC., FOR PULLING ALL ARCHITECT. w Z Q d OTHERWISE. WIRE' N 3.9.28EFORE ANY CUTTING OR TRENCHING OPERATIONS ARE BEGUN,VERIFY 0 Q o m (1) ALL WIRES (10) FUSES 2.7.38ALLASTS: BALLASTS FOR FLUORESCENT FIXTURES SHALL BE ELECTRONIC, 3.2.2WIRING,INCLUDING GROUNDING,AT OUTLETS,THAT HAVE FEED THRU CIRCUITS, SHALL WITH OWNER'S REPRESENTATIVE, UTILITY COMPANIES, MUNICIPALITIES,AND J yyLL BE PIGTAILED IN THE OUTLET BOX, SO THAT THE OUTLET CAN BE REMOVED WITHOUT OTHER INTERESTED PARTIES THAT ALL AVAILABLE INFORMATION HAS BEEN (2) WIRE CONNECTORS (11) LAMPS THERMALLY PROTECTED,CLASS P AND CBM-ETL APPROVED. THE BALLASTS SHALL HAVE INTERRUPTING DOWNSTREAM OUTLETS. PROVIDED.AND LOCATIONS VERIFIED. (3) CONDUIT (12) TIME CLOCKS A CUSS A SOUND RATING AND HAVE LESS THAN 20%THD. IU- 0 (4) WIRING DEVICES (13) TRANSFORMERS 3.3 RACEWAYS: 3.9.3DO CUTTING, BORING,CHASING AND PATCHING AS REQUIRED TO )(W m O m 5 DEVICE COVERPLATES 14 MOTOR STARTERS 2.7AFIRE RATED CEILINGS: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL k X.OL Ti () ( ) ACCOMPLISH THIS WORK. NO CUTTING OR NOTCHING OF STRUCTURAL CONTRACTOR TO ASSURE THAT EXTERNAL BOXES ARE PROVIDED AND INSTALLED OVER ALL (6) LIGHTING FIXTURES (15) PHOTOCELLS 3.3.1 CONCEAL ALL RACEWAYS WHENEVER POSSIBLE. ROUTING OF ALL EXPOSED CONDUIT MEMBERS SHALL BE DONE WITHOUT EXPRESS PERMISSION OF THE ARCHITECT. Z LIGHTING FIXTURES INSTALLED IN ANY FIRE RATED CEILINGS ON THIS PROJECT. BOXES (7) BALLASTS (16) CONTACTORS SHALL BE MADE OF MATERAL OF EQUAL FIRE RATING AS THE REQUIRED RATED CEILING. SHALL BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION. RUN EXPOSED RACEWAYS J Q Q a S (8) ELECTRICAL PANELS FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL MEAN THAT THE ELECTRICAL PARALLEL AND PERPENDICULAR TO THE BUILDING STRUCTURE. CORK ALL CONDUIT AND 3.10 TESTING: UPON COMPLETION OF THE INSTALLATION,TEST AND PROVE W TT n - o (9) DISCONNECT SWITCHES CONTRACTOR SHALL FURNISH AND INSTALL THE REQUIRED BO%ES. KEEP IT DRY AND FREE OF RUBBISH UNTIL WIRES ARE INSTALLED. CONDUIT SHALL BE ALL CIRCUITS, MAKING WHATEVER ADJUSTMENTS THAT ARE NECESSARY. A o F SCREWED UP TIGHT SO AS TO CONSTITUTE A CONTINUOUS CONDUCTIVE RACEWAY. PROW DE AND OPERATE ALL METERS AND OTHER TESTING DEVICES REQUIRED. Q,n w 1.10 SUBSTITUTIONS: 2.8 JUNCTION,OUTLET AND PULL BOXES: FURNISH AND INSTALL ALL JUNCTION BOXES MEGGER TEST ALL MAIN FEEDER AND TEST GROUND RODS AT 25 OHM OR m 9 AS SHOWN OR OTHERWISE REQUIRED FOR PULLING WIRE. BOXES SHALL BE MADE OF 3.3.2PROVIDE EXPANSION FITTINGS FOR ALL RACEWAYS CROSSING EXPANSION JOINTS. BETTER. RECORD ALL TEST RESULTS AND INCLUDE IN FINAL DOCUMENTATION )Ul= = L 1.10.1 WHENEVER A SPECIFIC MANUFACTURER'S NAME AND/OR MODEL IS CODE GAUGE GALVANIZED STEEL AND SHALL BE OF PROPER SIZE FOR INTENDED SERVICE, PACKAGE. �M V MENTIONED, IT IS ONLY TO SET A STANDARD OF DESIGN, PERFORMANCE, PER THE NEC. OUTLET BOXES IN CEILINGS SHALL BE 4"OCTAGONAL BOXES WITH SCREW 3.3.3FLASH AND COUNTER FLASH ALL RACEWAYS PASSING THROUGH BUILDING WALL AND QUALITY AND SERVICEABILITY NOT TO LIMIT COMPETITION. OTHER ROOF TO PROVIDE WATERTIGHT CONSTRUCTION. 3.11 INSPECTION: UPON COMPLETION OF CONTRACT,THERE WILL BE A FINAL N M COVERS,FIXTURE STUDS AND DEPTH AS REQUIRED. WALL OUTLET BOXES SMALL BE 4" s M MANUFACTURERS AND MODELS WILL BE CONSIDERED EQUAL IF THEY ARE INSPECTION OF THE COMPLETE INSTALLATION. PRIOR TO THIS INSPECTION, y EQUAL IN ALL RESPECTS IN THE OPINION OF THE ENGINEER. PROPOSED SQUARE X 1-1/2"OR 1-1/8"DEEP AS REQUIRED. ALL OUTLET BOXES SHALL BE 3.3.4SECURE ALL RACEWAYS AT INTERVALS NOT EXCEEDING 5 FEET AND WITHIN 3 FEET EQUIPMENT, NOT SHOWN ON LIST OF ACCEPTABLE ALTERNATE MANUFACTURERS FURNISHED WITH PROPER EXTENSION RINGS AND START COVERS. WEATHERPROOF OUTLET OF ALL BOXES AND CONDUIT FITTINGS. ALL CONDUIT SHALL BE SECURELY SUPPORTED IN ALL WORK UNDER THIS SECTION MUST T COMPLETED,TESTED (WITH "9 Ill Q PLACE RECORDED RESULTS),ADJUSTED AND PUT IN PERFECT OPERATING CONDITION. J�i�i9 ••p g ti r BOXES SHALL BE GROUSE-HINDS TYPE"IS"OR"FD"WITH NEOPRENE GASKET AND CAST SHALL BE RECEIVED BY ARCHITECT,FOR PRIOR APPROVAL, 10 DAYS BEFORE La FERRALOY COVER. EXPOSED SWITCH OUTLETS AND CONVENIENCE OUTLETS SHALL BE mm BID DUE DATE. CAST IRON, EQUAL TO CROUSE-HINDS TYPE"ES". 3.3.5PROVIDE A#12 COPPER PULL WIRE IN ALL EMPTY CONDUIT. 3.12INSTRUCTIONS: FURNISH WRITTEN INSTRUCTIONS DUPLICATE FOR p O 0 OPERATIONS AND MAINTENANCE OF ALL EQUIPMENT FURR NISHED UNDER THIS 1.10.2 THE ENGINEER IS NOT REQUIRED TO PROVE THAT A SUBSTITUTE SECTION. FURNISH TO THE OWNER,ALL PARTS LISTS,SPECIAL SERVICING SHEET NAME MATERIAL IS NOT EQUAL TO THE SPECIFIED MATERIAL BUT IT IS THE 3.3.6 TELEPHONE CONDUIT MAY BE IN THE SAME TRENCH AS THE ELECTRICAL TOOLS AND KEYS TO ANY EQUIPMENT. ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVE THAT THE SUBSTITUTE MATERIAL IS CONDUIT WITH A 12"SEPARATION AND 24'COVERAGE. EQUAL TO THE MATERIAL SPECIFIED. THE ENGINEER RESERVES THE RIGHT TO - 3.13 REMOVAL OF RUBBISH,CLEAN UP,AND PAINTING: REJECT ANY MATERIAL 3.3.7INSTALL PRIMARY UNDERGROUND CONDUIT 4'-0"BELOW FINISHED GRADE. SPECIFICATIONS SECONDARY CONDUIT SHALL BE 3' 0"BELOW GRADE 3.13.1 KEEP AREA OF OPERATIONS FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH AT ALL TIMES. AT THE COMPLETION OF THE WORK, 3.3.8pVC CONDUIT STUBUPS IN SLAB SHALL NOT EXTEND MORE THAN 18'ABOVE REMOVE ALL RUBBISH,TOOLS, SCAFFOLDING AND SURPLUS MATERIALS FROM FINISHED SLAB AND THEN MUST CHANGE TO STEEL CONDUIT. INSTALLATION MUST THE AREA OF OPERATION. LEAVE ALL AREAS "BROOM"CLEAN. OWS.NO. CONFORM TO NEC AND LOCAL CODES. �� 3.13.2 CLEAN ALL EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR. / F. REMOVE ALL LABELS.DIRT, PAINT,GREASE AND STAINS FROM ALL EXPOSED DEVICES,EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT TO PRESENT A FIRST CLASS JOB SUITABLE FOR OCCUPANCY. END OF SECTION GENERAL NOTES MECHANICAL SYMBOL LIST IA z I A THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERA.EXTENT OF THE WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER ®CD LAY-IN CEILING DIFFUSER INSTALLATION OF ALL MECHANICAL SYSTEMS.THE CONTRACTOR Jeffrey �T� SHALL PROVIDE ALL NECESSARY OFFSETS AND FlTINGS WHICH MAY BE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER �RG/TR LAY-IN CEILING RETURN CONDITIONS. GRILLE Taylor B. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SHEET METAL DUCTWORKfo ® I ® I �O I SUPPORTING STEEL ETC.FOR THE PROPER INSTALLATION OF Architect ALL MECHANICAL SYSTEMS. IYIYIYIYIYIYO1INSULATED FLEXIBLE °° MIU+IJLU+LJ DUCTWORK 57 North Broadway rFF�t C. THE CONTRACTOR SHALL COORDINATE FLOOR,WALL AND ROOF White Plains, N.Y. 10803 PENETRATIONS,LOWER SIZES,ETC.WITH GENERAL TRADES. J VOLUME DAMPER tel 914 288 011 (( ---_—_---� 0. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO fax 814 2B9 0022 �6IXC REG,2 ( __________________ ]III � ---- - • 3IX)CFM ® F{�• ;X �Fyp O FABRICATION OF ANY WORK. I�I RETURN/EXHAUST AR EnergySquared T _ _ E. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF II_\',1 -�325)CFM '�(T _ 25 o I CEILING GRILLES.REGISTERS AND DIFFUSERS WITH THE ELBOW FACING UP " 'r="� i ARCHITECTURAL REFLECTED CEILING PLANS. I1I��ISUP LY AIR 4 ZD NEW C� ACING OWN ELBOW 1 C 1 BD=1( 3 10•m 9 F. DUCTWORK SHALL NOT BE LOCATED OVER THE TOP OF ANY ff"---�� 16 _ _ ELECTRICAL PANELS OR EQUIPMENT. • --]�7��1�---- �'�[4 T 0-0 • RETURN EXHAUST AIR (IX)C ---_-- TT-"----------® -r ®)31L2 ,LwjG. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ACCESS / m.lxxw®.x..+ aeew (IX) 5� • _ cD z DOORS IN HARD CEILINGS FOR ALL EQUIPMENT WHICH ELBOW FACING DOWN �(e•I m�ee pet�u-re 125 CM Ja EX e I ❑B 12"x 12' -3 10'm REQUIRES D ACCESS,SUCH AS:FIRE AND SMOKE DAMPERS, i� R LO 375 C t 375 C SMOKE DETECTORS,BALANCING DAMPERS,ETC.,WHETHER SHOWN ON THE PLAN OR NOT. ELBOW WITH TURNING u '� • I F THE INFORMATION ON THIS PUN IS INCLUDED FOR REFERENCE ONLY. VANES �or _______ ____ ____ THE_—_—_—_—_—_ _—_—_—_—_—_—_—_ ___ ____ _ _ ________ __ _ __ ____ _ _—_—___—_— SITE PRIOR SUMITTINGEHI ESTIMATE AND TO HAVE EXAMINED AND �r1► DIRECTION OF AR FLOW '+ O— • • 5 4 500 C FAMIUARIZE0 HIMSELF WITH THE SITE CONDITIONS OF THE PROJECT. i _ e-,,(Ex) � a CSF 5 HE SHALL COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE i _711111111111�IfilYO GFMRESULTS OF HIS EXAMINATION OF THE SITE AND GENERALLY VERIFY DUCT MOUNTED SMOKE __________ _ _ _ THE LOCATION OF ALL EXISTING WORK•AND BECOME INFORMED AS TO DETECTOR WITH REMOTE e ------------ --------------� ------- �I L y • °r mV 8 RELOCATE THE REUTIOM TO AND AFFECT ON THE WORK REQUIRED.BEFORE TEST/RESET/ALARM �IIIIIIIIIIIIIC====------- _ i Y` • SUBMITTING A BID. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE INDICATOR Kfi y THAT THE CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED 250 CM �� ( - _ ______-- WORK AND NO EXTRA PAYMENT WILL SITE ALLOWED TO THE CONTRACTOR i i ]IIIIIIIIIII I�I BECAUSE OF UNFAMILWTIIY WRH THE SffE CONDITIONS.• _.__—_—_- EXISTING DUCTWORK TO 1� 2015.12.23 100 CM I. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW AL DETAILS OF REMAIN i I-� • 1 1'10 a CONSTRUCTION,ON,HOWEVER,THE H.VAC.SUBCONTRACTOR SHALL BE RN_ -I ill •�'� I _ e I REQUIRED TO FURNISH AND INSTALL ALL MATERIALS NECESSARY 10 EXISTING TO BE REMOVED - 2U61 I ,d 'fell +' COMPLETE THE�i1 2t H. SYSTEM IN ACCORDANCE WITH THE BEST i • 1 Y PRACOCE AND TV THE FULL EXTENT OF THE DRAWINGS AND 250 CFMw - F_L_ SPECIFICATIONS THE H.VAC.SUBCONTRACTOR SHALL FURNISH AND • '` � 8 400 CM k � --' i I �._� TI ; ) 20 m J INSTAL ALL PARTS WHICH MAY BE REQUIRED BY THE DRAWINGS AND 12x14 L _ OMITTED BY THE SPECIFICATIONS,OR WCE VERSA JUST AS THOSE --1REE0 "—-CB __ - —- �;` -—-—-— -—-—- REQUIRED BY BOTH. SHOULD THERE APPEAR TO BE DISCREPANCIES _ -- IX y—___ /i r _ __ __ _ _. _ _ _—_co-_— -—y-_OI OR A QUESTION OF INTEM,THE H.VAC.CONTRACTOR SHALL REFER -- --_-- - _-- ^--- - (N ,. - a r� TO THE ARCHITECT/ENGINEER FOR DECISIONS,FURTHERMORE,HIS CODE COMPLIANCE 1= , � 12'm INTERPRETATION SHALL BE FINAL CONCLUSIVE AND BINDING. II )20x1 600 CFM ---- T � 7 J. WITH THE SUBMISSION OF BID,THE H.VAC.CONTRACTOR SHALL HAVE 1 OCCUPANCY TYPE SUPERMARKET I� ° AGREED TO HAVE INCLUDED THE COST OF ALL REQUIRED ITEMS IN HIS S¢S¢S¢000 u-10'm 11 ' I PROPOSAL AND THAT HE WILL BE HELD RESPONSIBLE FOR THE A STATE BUILDING CODE, 8TH �8®7_2 a APPROVED SATISFACTORY FUNCTIONING FOR THE ENTIRE SYSTEM 2 GOVERNING CODES EDITION 1 WITHOUT EXTRA COMPENSATION. k REGULATIONS a00 CFM 4^i (IX)CFi14 i I r€ ( ) ( ) _Wi i MA STATE MECHANICAL CODE _ ;;I"J; e k Q Q 1bl oo cF 1z2oo2CFM MECHANICAL KEY NOTES —�x �380 CMR 90.1 [�S STATE BUILDING CODE,AROCL --_ _—_— l _—_— —i 1. MOUNT TEMPERATURE SENSOR 66'A.F.F._ p ___ _ /�'1 - �� IIIIIII •(EX)1 m- __ i 1 g��yl 24x14 2. MOUNT COMBO SENSOR 66-A.F.F.COORDINATE EXACT of I; I (Ex LOCATION WITH MS CONTRACTOR. NOTE, SUPPLY AND RETURN DUCTS SHALL BE LINED WITH 1' AAy!! 3. RE-BALANCE AR FLOW AS SHOWN ON FLOOR PLAN.PROVIDE ^- ° (IX) o y9H I m NEW VOLUME CONTROL DAMPERS AS REQUIRED. LINER. 20' -0'TO AND FROM ALL AR HANDLING UNITS aD 400 CFM (Ex) v._,I CD_7 INCLUDING ALL INSULATED PORTIONS. DUCT DIMENSIONS m n ( 300 CFM " 12"m I 4. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL AR-ROW SHOWN ARE INSIDE CLEAR DIMENSIONS. 4 i i I 600 CFM LA 248 CEILING DIFFUSER FAN(CDF).INTERLOCK CDF-1,2 k m i " PER MANUFACTURES I I 'x�U 1 • tl i 11 SPECIFICATIONS. SORT 1.INSTAL 3 - 3 WITH TEMP SEAL - w 0 ' _a___T_ __ z -- -- -- ?Ei�73-d-LE-----i I Ix zoxt 'i'(_------- ---- I I DB i --- -- ( ) - - ---- -- _----- z—_— � __ TO RTU 5 S. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL AR ROW CONTROL SCHEDULE a U-248 CEILING DIFFUSER FAN CD INTERLOCK CDF-4,5,6 —- -—-—- i �fXI5TiN6}— .1 &7 WITH TEMP SENSOR.T-2.INSTAL PER MANUFACTRES 9E ---�------___ ------- -_ �=' a EMS EMERSON FACILITY STATUS DISPLAY PANEL(BY I • CD-1 SPECIFlCADONS. O EMS) o a(OxLFM jF° (Ex) " T-S i = 12'm ° o k=i • 500 CFM 4 1 1 1 r" = ) 60o CFM 6. LOCATE TEMP SENSOR ON CEILING. ©T EMERSON SPACE TEMPERATURE SENSOR (BY .Q m m -n 5 CM > 7. RELOCATE EXISTING SENSORS.PROVIDE NEW CONTROLS EMS M1 - u��/"`___"' ) k CABLES. ©CB EMERSON SPACE COMBO SENSOR,TEMP, I CB I tI,S�7 • CM I HUMIDITY, CO2 BY MS) w TO RTU-t X. a e. RELOCATE EXISTING DIFFUSER.PROVIDE NEW DUCTWORK AS L1 (NEW CES) REQUIRED. REFER TO EMERSON EMS DRAWINGS FOR O a o m A • 12'm HVAC TEMPERATURE CONTROLS. • ° ' I° 8 9. PROVIDE NEW ZONE DAMPER,375 CFM.MATCH WITH EXISTING `z(L 0(EX)CM 4 � • - i i CD 1 ZONE DAMPER MANUFACTURER. ,i a W 1+1 y O -------- - 12"m DRAWING x ul - ----------=lomQarF==-- ___-, ° I -- UMBER DRAWING INDEX ____—_—_ _ _ _—_ 4 IIIIIII III _ _ _ ___71111 w _—_�_ _—_ _— _ 6B� —_—_J�_—_—_ .) N DRAWNG (E M1 DRAWING TITLE ,(Y o (D() / (0 FM NUMBER I L CM I fl I Q T SLY= o O X2FM ?+ '�_ ki)� • I M-100 WAG PLAN W 2 r ------ - - - - ----� --� -------j- I-- --- OC� O I --—_I—_—_—_ I 0M-101 HVAC ROOF PLAN N ---1 I r -n M-too ----- HVAC DETAILS ..9 LL .�' � D ---------- ------ ---- -- ------ ------- -------------- - -�- -------I------- OHIX M-300 HVAC NOTES AND EQUIPMENT SWEET NAF�NvAC OW i 4 SCHEDULES HVAC � M-400 HVAC SPECIFICATIONS I \\--- M-500 WAC SPECIFICATIONS II 12xl(:SO^ EF-2(EX) i� 375 CFM .�(ON R00F) .��. MD-100 HVAC DMOUiION PLAN ``'rT NEW TC,LOCAA PVAC PLAN HyAG PLATFORM PLAN SCALE:Va..I'-m" SCALE Va° jGENERAL NOTES L A. COORDINATE WITH ALL TRADES AS TO EXTENT OF EQJWRITING , REMOVED OR RELOCATED. Jeffrey B. EXISTING CONDITIONS, EQUIPMENT. MATERIALS&SIZE Taylor) FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION T., + PRIOR TO BID SUBMISSION. Architect C. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 572 North Broadway MECHANICAL DEMOLITION WORK FOR THIS PROJECT WHETHER OR White plains,N.Y. 10803 NOT SPECIFICALLY INDICATED ON THIS OR OTHER DEMOLITION RiU PLANS.THIS WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE Lel 914 289 0011 DISCONNECTION, REMOVAL AND DISPOSAL OF: ROOFTOP UNITS, fax 914 289 0022 CONDENSING UNITS, ETC. PER THE SCOPE OF WORK OF THIS 1' (IX) PROJECT. i EnergySquared D. ALL WORK MUST BE SCHEDULED AND PERFORMED AS NOT TO O i l INTERRUPT NORMAL OPERATIONS. REMOVAL OF ITEMS THAT WILL on L-J CAUSE ANY TYPE OF TEMPORARY SHUTDOWN SHALL BE PERFORMED s I________ DURING PREMIUM TIME OR OFF HOURS AND SHALL BE SCHEDULED WITH TRADER JOE'S FIELD REPRESENTATIVE. _-_—_—_—_--_—_ _—_—_—_—_—_—_—_- _ -_---------- ---------- E. DISCONNECT, RELOCATE OR REMOVE MECHANICAL EQUIPMENT AS ® INDICATED BY PLANS OR AS REQUIRED BY CHANGES IN CONSTRUCTION. --- -- — III—VVV-III— --- 1 -— ^ F. ALL RENTS BEING RELOCATED ARE TO BE DONE UNDER A SEPARATE �'C J'1 PERMIT. �iNav G. G.C.TO COORDINATE PHASING WITH TRADER JOE'S REPRESENTATIVE. H. G.C.TO REUSE EXISTING DUCTWORK WHERE POSSIBLE. .cetF xo > fRT U 2 3 u MECHANICAL KEY NOTES - x❑ ® � (IX) 1. EXISTING ROOFTOP UNIT TO REMAIN.CAP OUTSIDE AIR INTAKE TO ZERO, REFURBISH EXISTING UNIT TO"LIKE NEW CONDITION. 20i5.12.23 —_—_—_ -----------------------r- -��--------_-- ----- -- REPLACE FILTERS, BELTS, MOTORS AND ALL OTHER SERVICEABLE --- -- ----- �_ —___ _� PARTS AS REQUIRED. POWER WASH C UST THOROUGHLY TO SPEREMCIFICATIONS.E ALL REIGN R PLACETIFRREQUIR DUST PERFORM TO NAMEPLATE j I 2. PROVIDE NEW SMOKE DETECTOR FOR NEW UNIT. 3. MECHANICAL CONTRACTOR SHALL REMOVE EXISTING ROOFTOP UNIT AND REPLACE WITH NEW CES UNIT PER SCHEDULE. INSTALL NEW UNIT ON EXISTING ROOF CURB USING CURB ADAPTER. REFER TO MECHANICAL& ELECTRICAL NOTES FOR ADDITIONAL INFORMATION. t 4. MECHANICAL CONTRACTOR TO INSTALL P-TRAP FROM CONDENSATE CONNECTION OF ROOF TOP UNIT. SPILL CONDENSATE TO SPLASH BLOCK BELOW, FURNISHED AND INSTALLED BY T.G.C. REFER TO 4' L I I I 5 /\ DETAIL ON SHEET M-200. _-_-_- -___- -_-_-_-_ - - _=( � - . .�I 5. PLUMBING CONTRACTOR TO DISCONNECT AND RECONNECT GAS _ M ____ _______`J__ CONNECTION TO EACH NEW HVAC UNIT. PROVIDE NEW GAS PIPE AS l C.r---- ----------------- - ----------------- -- ---- �-- -f REQUIRED. EXISTING GAS CONNECTION PIPE S1ZE SHOULD BE VERIFIED PRIOR TO INSTALLATION. 1 2 M L©YJJ�❑1 (NEW) 4 5 II ----- ------------- -- ----- --------� � a H xi ---------------------- ---- - ---------- ------------ Wo< aul X-- -- ------- -I------------ ----0 N. 'o z 0---- --- d)0 Z g' I Ao<�= m o j I j j =as � 0 ------ ----- ------ ------ ------- ------------- -------cA �°L= _ � Tlr! l I c2 cs c� SWEET NAM HVAC j ROOF PLILE AN I I II i j j j j oWG.No. v1��90� • HVAC ROOF PLAN rib PROVIDE GROMMET AT CONNECTION TO UNIT FOR WEATHERTIGHT SEAL(TYP) le rey GROUND JOINT UNION 1 aylor PLUGGED 0.125' AIR FLOW(SUPPLY) BREIOERT CAP NPT TEST GAUGE CONDENSATE DRAIN Architect CONNECTION PIPE FULL CONNECTION DOUBLE HEX NUT BAR JOIST ROOF DECK AIR FLOW(RETURN/EXH.) GAS PRESSURE SIZE OF RTU(MIN.�4'� AND WASHER FRAMOOFING SUPPLEMENTAL ANGLE IRON 572 North Broadway REGULATOR WITH White Plains,N.Y. I0603 CAP FLASHING INTERNAL VENT RTU U 45' tel 914 289 0011 WOOD NAILER (WHERE REQUIRED) 3/8'BOLT® HEX NUT fes,914 289 0022 PANEL POINT ___ ___ GAS COCK BING HEX NUT 5 MI IN N STEEL CURB Ener Squared GAS PIPE 1 R MORE FLASHING BY ROOFER Energy Squared 1/2"THREADED ROD 6" �- SEISMIC CURB UCT VOLUME DAMPER pyap�yp ypy3yp� (MIN) 1"X 1/8'HANGER BAND WITH ADJUSTABLE mvaeor soLorlot® DIAL SETTING EXHAUST DUCT ar o w PIPE SUPPORT DIRT/DRIP LEG (SEE DETAIL) �p'1E, ROOF ALLOW CLEARANCE FOR OPENING ALL ACCESS PANELS DUCT BRANCH TAKEOFF ELEVATION AT ROOF TOP UNIT ROUND DUCT HANGER DETAIL FOR LOW PRESSURE DUCTWORK ROOF JACK DETAIL SCALE:NO SCALE SCALE:NO SCALE SCALE:NO SCALE SCALE:NO SCALE $ m„ ..ec ,p, pa3 SSMnM. Q1 O O 2015.12.23 OO TOP BEAM C-CLAMP LOCATED 0 0 AT JOIST PANEL POINTS BUILT-UP ROOF ON METAL DECK o o 0 0 o DETAIL A—A ROOF JOIST CADDY CLAMPS oo A I 0 0 0 \ 1 1N.OTES-FACED FIBERGLASS ACOUSTIC LINING APPROVED TYPE BY }SHEET METAL A N.F.P.-90.THICKNESS AND DENSITY AS PER SPEC. / SCREWS ZF.PRENF COATED 2.DUCT LINER SHALL BE ADHERED TO THE DUCT WITH AN STENCILED NFPA 90, APPROVED FIRE RETARDANT ADHESIVE(6'WIDE® 12"O.C. 90 SEALANT REFRIGERANT LINE SET _ SUITABLE FOR DUCT MINIMUM). F- H 2"MIN. VELOCITY OF 4000 �� / STAINLESS STEEL CLAMP-\ F.P.M. 3.MECHANICAL FASTENERS WHICH DO NOT PIERCE THE SHEEP HANGER DETAIL I I HOT-AIR WELD OR HANGER DETAIL _ 4 1/2' PREFABRICATED PIPE BOOT METAL SHALL BE ON 16"CENTERS AND WITHIN 3"OF EACH FOR DUCTS FOR DUCTS OVER �' SPLICING CEMENT EDGE(WELD PINS WITH 2'WASHERS). LESS THAN 48 'HIDE LAP SEALANT 4B'WIDE 2 1/2" ROOF DECK (AS REQUIRED) 4.ACOUSTICAL EDGES AT TRANSVERSE CONNECTIONS WITH DUCT SIZEHANGER SIZE DUCT SIZE MAX. SPACING PERMANENRY ATTACHED GLASS CLOTH TAPE <2 SQ. FT 1 X1 16 UP TO 4 SQ. Fi. 8-0 INSULATION >2 SO. FT 1'%1/8' UP TO 10 SO.FT. 6'-0" SINGLE VANE ELBOW SINGLE VANE DETAIL OVER 10 SO. FT. 4'-0" UP TO 20'IN WIDTH DETAIL OF DUCTWORK WITH SQUARE OR RECTANGULAR ELBOWS ACOUSTICAL LINING DUCT SUPPORT DETAIL FOR LOW VELOCITY DUCTWORK PIPE BOOT ROOF PENETRATION DETAIL SCALE:NO SCALE SCALE:NO SCALE SCALE:NO SCALE SCALE:NO SCALE 5 ti z i COLUMN o WIDTH 'W m m N m � r W/2 W/ Wza � s DUCT SMOKE DETECTOR O Q m o EMOTE TEST/RESET STATION Q(L g Y r Xw w o 5m - �(6 HIGH LETTERS. /'�` O ' i ENGRAVED LAMACOID,ES SHEET METAL SUPPLY DUCT J Q SECURE 70 WALL WITH ROUND W TYPE W F m o 3 EO FASTENER.BLUE BACKGROUND WITH WHITE SPIN COLLAR F.9 Lr •� DRAIN LINE SHALL BE AT O"MAX. 0 6 m LETTERS. LEAST THE SAME SIZE AS TRUNK 'O 6' 1' RN - N THE NIPPLE ON THE AIR FLOW DUCT W DRAIN PAN r uEQ REMOTE ROO CLEAN OUT '�sTEMPERATUR DRNN PAN m QSENSOR ��uulPITCH DOWN TOWARDS DRAIN TTO NECKNail e $ uA INSULATED FLEXIBLE DU5j @ QVOLUME DAMPER p S( pCLEW VOLUME DAMPESTEEL DRAW BAN CLAMP VAPOR BARRIER JACK e1R=ET NAMEREMOTE ROOM OUT UNIT TYPE A B HVAC 8'-0"A.F.F. HUMIDITYSENSOR DRAW 1HRU X' 1.5%' (MID.ON ADJACENT SEE PLUMBNG BLOW THRU 1 PL 2% DETAILS FACE OF COLUMN) PLP�FOR WHEN X=STATIC PRESSURE IN PAN s / SUPPLY DIFFUSER CEILING TILE) .,ILIA.NO.2AAA51NA()HVAC SENSOR INSTALLATION DETAIL CONDENSATE DRAIN TRAP DETAIL BRANCH DUCTWORK WITH RADIUS ELBOW INTERIOR DIFFUSER INSTALLATION DETAIL a SCALE:NO SCALE SCALE:NO SCALE SCALE.NO SCALE SCALE:NO SCALE ROOFTOP UNIT SCHEDULE UNIT OIL AREA SERVED REFRIGERANT MANUFACTURER UNIT MODEL SUPPLY MAX.OUT➢OOR CODLING COOLING DEHUMIDIFICATION ESP SUPPLY FAN NET NETSENSCOOL NETSENSCOOL UNIT ARI HEAT GAS GAS VOLTAGE SYSTEM SYSTEMI TERLDCK TOTAL NOTES NOMINALTONS NUMBER AIRFLOW AIRFLOW OUTDOOR OUTDOOR NOM POWER COOLING SENS.000LING LATENT.000LING DISCHARGE EER SOURCE INPUT OUTPUT MCA MOCP WITH WEIGHT (TON) (CFM) (CFM) (➢B)('F) (WB) 'F) (LB/HR) (IN WC) (HP) CMBH) (MBH) (MBH) (➢B)(F) MBH MBH (AMP) (AMP) (LBS) RTU-1 10 SALES AREA R-410A CES CES-MPU-010 3,800 900 81.3 75.2 49.45 1.00 3.0 115.95 61.21 54.75 47.71 - GAS 210 160 460V 3PH 28 40 EMS 1494 1 THRU 17 Jeffrey RTU-2 B SALES AREA R-4I0A CES CES-MPU-008 2,900 600 81.3 75.2 37.1 1.00 3.0 95.55 54.48 41.07 47.99 - GAS 210 168 460V 3PH 23 35 EMS 1405. 1 THRU 17 Taylor NOTES Architect 1.CONSTANT VOLUME BELT DRIVE BLOWER. 2.PREMIUM EFFICIENCY EVAPORATOR BLOWER MOTOR, 672 North Broadway 3.MERV-13 FILTERS. White Plains,N.Y. 10603 4.BAROMETRIC RELIEF DAMPER. tel 914 289 0011 5.115V FACTORY INSTALLED, WEATHERPROOF,FIELD WIRED CONVENIENCE RECEPTACLE. fax 914 289 0022 6.FACTORY INSTALLED WEATHERPROOF DISCONNECT SWITCH. 7.SMOKE DETECTOR FACTORY INSTALLED IN RETURN AIR PLENUM. PROVIDE WITH REMOTE RESET. S.FACTORY INSTALLED E2 CONTROLLER. EnergySQUared 9.FACTORY INSTALLED FAC BLOWER PROVING SWITCH(DISCHARGE AIR SENSOR)AND RETURN AIR TEMPERATURE SENSOR. 10.STAINLESS STEEL DRAIN PAN. 11.SINGLE WALL INSULATION LINERS. 12.FACTORY INSTALLED VFD'S SUPPLY FAN. rsalca� 13.PROVIDE CURB ADAPTER. Xxrss�-soconoAw 14.HUMIDITROL FACTORY INSTALLED - (HOT GAS REHEAT COIL) NS m v m4 15.REMOTE HUMIDITY SENSOR KIT,FIELD INSTALLED. Kam' 0°6�0 16.FRESH AIR MOTORIZED SHUT OFF DAMPER. 17.FACTORY STARTUP. tHpf 4 6� FAN SCHEDULE a UNIT I➢ MANUFACTURER MODEL I SERVICE I TYPE I DRIVE CFM RPM SP MOTOR INTERLOCK NOTES WEIGHT so.`pi6 IN.WG. AMPS VOLTS PHASE LBSp CDF-1,263 AIR-ROW LA-248 SALES AREA IN LINE DIRECT 675 1,550 - 0.4 120 1 TEMP SENSOR T-1 1,2,3 12.6 .- CDF-4,5,667 AIR-ROW LA-248 SALES AREA INLINE DIRECT 1 675 1 1,550 - 0.4 1 120 1 1 1 TEMP SENSOR T-2 1 L2,3 1 12.6 ACCESSORIES - 1.UNIT MOUNTED SAFETY DISCONNECT SWITCH 2. COORDINATE COLOR WITH OWNER/ARCHITECT 2015.12.23 3. N.C.RELAY TO BE PROVI➢ED AT EACH CDF DIFFUSERS, REGISTERS AND GRILLES SCHEDULE MECHANICAL GENERAL NOTES MARK SERVICE BORDER FACE SIZE(IN) I NECK/SIZE MANUFACTURER MODEL NOTES C➢-1 SUPPLY LAY-IN 24x24 ROUND/SEE PLAN AIR CONCEPTS SDL LD-2 SUPPLY LAY-IN 24x24 ROUND/SEE PLAN TITUS MCD 1,2,3 RG-1 RETURN LAY-IN 24x24 SQUARE/SEE PLAN TITUS SOF 1 1. ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND OTHER 24.PROVIDE PHASE LOSS PROTECTION FOR ALL POLY-PHASE MOTOR DEVICES. AUTHORITIES HAVING JURISDICTION. RG-2 RETURN LAY-IN 48x24 SQUARE/SEE PLAN TITUS SOF 1 25.THE FINAL LOCATION OF AIR DEVICES MUST BE COORDINATED WITH THE REFLECTED 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT RIGGING, HOISTING, CUTTING COILING PLAN WHERE PRESENT AND ALL OTHER MECHANICAL, ELECTRICAL,FIRE j6b€`i NOTES AND PATCHING AS A RESULT OF HIS WORK. PROTECTION,ARCHITECTURAL,AND STRUCTURAL SYSTEMS. 1.COLOR-WHITE 3. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND SHALL ARRANGE 26.DUCT SIZES MUST BE VERIFIED FOR CLEARANCES AT THE JOB SITE PRIOR TO 2.OPPOSED BLADE DAMPER ALL REQUIRED INSPECTIONS. - FABRICATION. DIMENSIONS MAY BE CHANGED TO ACCOMMODATE CONSTRUCTION AS LONG - 3.REMOVABLE CORE AS EFFECTIVE CROSS-SECTIONAL AREA IS MAINTAINED. DUCT TRANSITIONS SHALL BE 4. PROPER FIRE PROTECTION MEASURES,SATISFACTORY TO THE LOCAL FIRE DEPARTMENT CONSTRUCTED WITH A SLOPE OF 1"TO 4".ALL DEVIATIONS FROM ORIGINAL CONTRACT SHALL BE TAKEN WHEN WELDING OR CUTTING WITH TORCHES OR ELECTRIC ARC. DRAWINGS SHALL BE REVIEWED BY ENGINEER DURING THE SHOP DRAWING PROCESS. 5. VERIFY ALL EQUIPMENT VOLTAGES WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING 27.PROVIDE ELBOWS OR TEES WITH TURNING VANES FOR ALL CHANGES OF DUCT DIRECTION. EQUIPMENT. PROVIDE SPUTTER DAMPERS WITH LOCKING QUADRANTS IN ALL TEES. 6. PROVIDE FLEXIBLE CONNECTIONS ON ALL ROTATING EQUIPMENT, UNLESS INDICATED 28.FLEXIBLE DUCT DIAMETER SHALL MATCH THE NECK SIZE OF THE DIFFUSER TO WHICH IT OTHERWISE - CONNECTS, UNLESS NOTED OTHERWISE. TOTAL LENGTH OF FLEXIBLE DUCT RUN SHALL NOT EXCEED 5'-0". EXTEND SHEETMETAL DUCT WITHIN 5'-0"OF THE AIR DEVICE FOR 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS STEEL FOR THE SUPPORT COMPLIANCE. FLEXIBLE DUCTWORK IS NOT PERMITTED FOR USE IN ANY PARTS OF THE OF ALL EQUIPMENT, PIPING, CONDUIT,AND DUCTWORK. RETURN OR EXHAUST AIR SYSTEMS. FLEXIBLE DUCTWORK SHALL NOT PASS THROUGH FIRE RATED CONSTRUCTION. B. CONTRACTOR SHALL PROVIDE ALL REQUIRED ADJUSTING AND BALANCING TO MEET SYSTEM ^- OPERATION REQUIREMENT. 29.PROVIDE FIRE DAMPERS WITH RATED ACCESS DOORS AT ALL DUCT PENETRATIONS 9 9. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES AND THROUGH FIRE RATED WALLS,SMOKE AND FIRE STOPPING,SHAFTS, FLOORS, RATED CEILINGS AND PARTITIONS AS REQUIRED TO MAINTAIN ARCHITECTURAL FIRE RATINGS. THE EXISTING FIELD CONDITIONS. REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LOCATIONS AND FIRE o RATING REQUIREMENTS. w i 10.ALL AIR MOVING DEVICES, INCLUDING BUT NOT LIMITED TO,AIR HANDLING UNITS AND - IK ROOFTOP AIR CONDITIONING UNITS MUST COMPLY WITH AMCA STANDARD 210 AND 30.ALL ACCESS DOORS REQUIRED IN GENERAL CONSTRUCTION ARE TO BE PROVIDED AND ASHRAE. INSTALLED BY THE GENERAL CONTRACTOR. IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO IDENTIFY SIZE,TYPE AND LOCATION OF SUCH DOORS FOR PROPER e 11.ALL MECHANICAL CONTROLS(THERMOSTATS, ETC.)SHALL BE FURNISHED AND INSTALLED ACCESS TO ALL CONCEALED HVAC EQUIPMENT,VALVES AND OTHER RELATED EQUIPMENT. BARRIER-FREE SUB-CODE OF GOVERNING CODE. DRAWING PRIOR TO SYSTEM FABRICATION AND INSTALLATION. - - _ _ _. _ - -. AS PER BAR HE LOCAL GOVE THE HVAC CONTRACTOR SHALL IDENTIFY THESE REQUIREMENTS ON A COORDINATED SHOP 12.UNLESS OTHER WISE NOTED ON THE DRAWINGS,ALL MECHANICAL EQUIPMENT SHALL BE .,. " m MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF SOUND TO THE 31.ALL WALL AND ROOF OPENINGS 12"X 12'OR LARGER ARE TO BE EQUIPPED WITH BUILDING STRUCTURE.VIBRATION ISOLATORS SHALL BE IN ACCORDANCE WITH THE BURGLAR BARS USING 5/8"DIAMETER RODS RUNNING 6"ON CENTER IN BOTH OOO SPECIFICATIONS AND ON ACTUAL WEIGHT DISTRIBUTION OF THE EQUIPMENT FURNISHED. DIRECTIONS,AND WELDED AT ALL INTERSECTING POINTS.SECURE THE PERIMETER FRAME • DEFLECTIONS SHALL BE AS NOTED ON THE EQUIPMENT SHOP DRAWING SUBMITTALS. ASSEMBLY TO THE WALL OR ROOF FRAMED ASSEMBLY. 13.ALL REMOVED EQUIPMENT. MATERIAL AND DEBRIS SHALL BE LEGALLY DISPOSED OF BY Z N d r THIS CONTRACTOR. 32.ALL CEILING MOUNTED EQUIPMENT MUST BE SUPPORTED DIRECTLY FROM BUILDING O Q STRUCTURE WITH COMBINATION SPRING AND NEOPRENE-IN-SHEAR HANGERS AND ROD. -4 u o PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. 14.FURNISH LOCAL DISCONNECT SWITCHES FOR ALL ELECTRICALLY DRIVEN HVAC EQUIPMENT. h Q Q Y DISCONNECT SWITCH SHALL BE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 33.ALL ROOFTOP HVAC EQUIPMENT SHALL BE INSTALLED SUFFICIENTLY AWAY FROM EDGE OF a W-IL WEATHERPROOF AS REQUIRED. ROOF SO AS TO ALLOW FOR THE INSTALLATION OF PROPER FLASHING TO ENSURE A X W Iq m Q^I 15.CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL DEVICES WILL BE INSTALLED IN A WEATHER TIGHT SEAL IN ADDITION,ADEQUATE CLEARANCES SHALL BE PROVIDED FOR pd 111 Z LOCATION WHICH AFFORDS ACCESSIBILITY FOR MAINTENANCE AND REPAIR. COORDINATE CLEANING AND MAINTENANCE REQUIREMENTS.THE FINAL LOCATION EN ALL ROOFTOP d INSTALLATION AMONG ALL TRADES TO AVOID INTERFERENCE,AND LOCATE EQUIPMENT TO EQUIPMENT MUST ALSO COMPLY WITH ALL OSHA SAFETY REQUIREMENTS.WHEN MINIMUM w\d) Q v REQUIRED DISTANCE FROM ROOF EDGE OR DROP OFF CANNOT BE MAINTAINED. IT SHALL W Q PROVIDE CLEARANCE OR EXCEED THOSE RECOMMENDED BY THE MANUFACTURER.PRIOR BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL CODE 4 U, = o u TO PROJECT COMPLETION, REPRESENTATIVES OF OWNER AND ENGINEER WILL REVIEW EACH COMPLAINT SAFETY RAILS. INSTALLATION AND WILL DIRECT CHANGES WHENEVER ACCESS OR SERVICE ABILITY IS,IN N m m OPINION, UNACCEPTABLE. 34.EXHAUST FLUES SHALL TERMINATE WITH A RAIN CAP AND SHALL UTILIZE A FLASHING �L iv- THEIR = ' CONE PENETRATION.OFFSET THE FLUE BELOW ROOF,SO THE FLASHING CAN BE 16.INSTALL ALL DIELECTRIC UNIONS IN A MANNER WHICH MAKE THEM READILY ACCESSIBLE INSTALLED ON A FLAT PORTION OF ROOF AND SUFFICIENTLY AWAY FROM THE EDGE. V FOR FUTURE REPAIR OR REPLACEMENT. 35.GUARANTEE ALL HVAC WORK AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM DATE ,0 m 17.CONTROL WIRING IN OCCUPIED SPACE SHALL BE INSTALLED IN CONCEALED SPACE,WALL OF STORE OPENING. DURING THE ONE YEAR PERIOD,SERVICE SHALL BE PROVIDED OR CHASE. TWENTY-FOUR HOURS PER DAY, SEVEN DAYS PER WEEK AND SHALL INCLUDE ALL G sl Q SERVICE CALLS, PARTS.LABOR AND MAINTENANCE AT NO ADDITIONAL COST TO THE 9 IS.ALL INSULATION PROVIDED FOR THE PROJECT MUST MEET A MAXIMUM FLAME SPREAD OWNER OR TENANT.ALL FILTERS SHALL BE CHANGED ONCE PER MONTH. IN ADDITION, a RATING OF 25 AND SMOKE DEVELOPED OF 50 OR LESS,AS TESTED IN ACCORDANCE ALL COMPRESSORS SHALL CARRY A FIVE YEAR WARRANTY FROM THE MANUFACTURER. IS WITH ASTM, NFPA&U.L GUIDELINES. D 36.HVAC CON � TRACTOR SHALL PROVIDE A MECHANIC TO BE PRESENT AT THE STORE FOR T NAPS 19.ALL EQUIPMENT FOR THIS PROJECT SHALL BE LISTED BY A NATIONALLY RECOGNIZED GRAND OPENING. HVAC NOTES TESTING LABORATORY. GRAPHICAL BE 37.TAHESE CTUAAL SYSTEMS ARE AND COMPONENTS TTO E TO BE ED AS A NSTALLED. DO NOT SCALE FROM REPRESENTATION THE AND EQUIPMENT 20.REFRIGERATION SUPPLY DUCT SENSOR. REFER O ENERGY RESPONSIBLE TO PROVIDE SPACE SENSOR& DWGS.FOR MORE DETAILS. DRAWINGS. SCHEDULES 21.HVAC UNIT MANUFACTURER TO PROVIDE 120V SMOKE DETECTORS WITH AUXILIARY 38.THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES. FURNISH WORKMANSHIP OF CONTACTS AS SHOWN. UPON ACTIVATION,THE SMOKE DETECTORS SHALL SHUT DOWN THE HIGHEST GRADE,BE RESPONSIBLE FOR ALL LAYOUT, POSITIONING AND FIELD DWG.NO. THE AIR AS SYSTEM TO WHICH T IS CONNECTED AND ACTIVATE A VISIBLE AND MEASUREMENTS FOR A NEAT,ACCURATE AND COMPLETE HVAC INSTALLATION. • ��+ ,� AUDIBLE SUPERVISORY SIGNAL A7 A CONSTANTLY ATTENDED LOCATION VIA THE ■��T/��+ +•1'Jp,,I SPRINKLER/FIRE ALARM PANEL SMOKE DETECTORS SHALL ALSO BE FURNISHED WITH 39.MECHANICAL EQUIPMENT,APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL WALL MOUNTED REMOTE TEST. REMOTE SD TEST SUPERVISORY SIGNAL SHALL BE LED BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND ET J TYPE WITH AUDIBLE BEEPING ALERT. THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE UTAH BUILDING CODE, BUILDING. ROOF MOUNTED MECHANICAL UNITS AND SUPPORTS SHALL BE SECURED TO 22.REFER TO SPECIFICATIONS.FOR DETAILED REQUIREMENTS. THE STRUCTURE.THE USE OF WOOD 'SLEEPERS'SHALL NOT BE PERMITTED. 23.THE FINISH AND COLOR OF THE AIR DEVICES,AND ALL OTHER EXPOSED HVAC EQUIPMENT 40.LOCATE ALL PIPES - FIRE SPRINKLER,GAS- HUG JOIST-AS HIGH AS POSSIBLE. SHALL BE COORDINATED WITH THE ARCHITECT AND WITH AN OWNER'S REPRESENTATIVE. A DM SION/5-MECHANICAL SPECIFICATIONS MATERIALS AND LABOR TEST 8 INSPECTIONS GENERAL A. ALL MATERIALS SHALL BE NEW AND MUST MEET THE STANDARDS AS STIPULATED IN THE LATEST EDITION OF ASHRAE GUIDE AND DATA A. THE CONTRACTOR SHALL PERFORM TESTS AND INSPECTIONS TOU THE COMPLETE DUCT INSTALLATION FOR ANY LEAKS,DEFECTS OR A. PROVISIONS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS,WHETHER ATTACHED HERETO OR NOT,SHALL BOOK. DEFICIENCIES.ALL SUCH DEFICIENCIES DISCOVERED AS A RESULT OF THE TESTS,SHALL BE IMMEDIATELY REPAIRED. GOVERN ALL WORK UNDER THIS SECTION. B. GOOD WORKMANSHIP AND LABOR SMALL BE PERFORMED By QUALIFIED MECHANICS AND MUST COMPLY WITH ASHRAE STANDARDS. B. THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS AND CORRECTIONS TO THE HEATING,VENTILATING AND AIR B. ALL WORK COVERED UNDER THE FOLLOWING HVAC SPECIFICATIONS AND CONTRACT DRAWINGS IS TO BE PROVIDED AND INSTALLED BY CONDITIONING SYSTEMS FOR THE PURPOSE OF EQUALIZING THE FLOW OF AIR.ANY DAMPERS,DEFLECTORS OR DIFFUSERS Jeffrey AND IS TO BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR,HERE IN REFERRED TO AS THE CONTRACTOR. ORDINANCES,SERVICES,PERMITS AND FEES NECESSARY TO BRING ABOUT THIS ADJUSTMENT,WHETHER SPECIFICALLY SHOWN AND SPECIFIED OR NOT,SHALL BE PROVIDED BY THE CONTRACTOR. Taylor C. WHERE MANUFACTURERS'NAMES,CATALOG NUMBERS,OR TRADE NAMES APPEAR IN THE SPECIFICATIONS,IT IS NOT THE INTENT TO A. AS REQUIRED FOR THE PROPER INSTALLATION,ALL WORK SHALL BE PROVIDED BY THE CONTRACTOR IN FULL ACCORDANCE WITH THE J RESTRICT APPROVED E ELIMINATE R THE BUT MERELY MUST COFORM ESTABLISH HEQUALITYREQUIREMENTS IOF REMENMATERIAL REQUIRED.CI WHERESPECIFICATIONS S ANDWORDS"OR R JURISDICTION, OF WITHOUT ADDITIONAL EXPENSE NSE TO THE OWNUS,BOARD OF FIRE UNDERWRITERS AND AUTHORITIES HAVING C. EQUIPMENT ANDSEASYSTEMSN,TESTWHICH ALL BE LLY PERFORMED ON INDIVIDUAL CERTDUAL IN EQUIPMENT, SYSTEMS, THE YEAR A D THEIR BE RESPECTIVE CONTROLS Architect APPROVED EQUAL"APPEAR THE"EQUAL"ITEM MUST CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS AND MUST BE JURISDICTION,WITHOUT ADDITIONAL EXPENSE TO THE OWNER. APPROPRIATE SEASON.TESTS SMALL BE PERFORMED ON INDIVIDUAL EQUIPMENT,SYSTEMS,AND THEIR RESPECTIVE CONTROLS, SUBMITTED WITH COMPLETE INFORMATION TO THE ENGINEER FOR APPROVAL.IT IS IMPORTANT TO NOTE THAT ALL COSTS OF ADDITIONAL WORK REQUIRED OF OTHER TRADES CAUSED BY A SUBSTITUTION OF EQUIPMENT AND/OR MATERIALS SHALL BE BORNE BY B. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL NECESSARY PERMITS PRIOR TO WORK COMMENCEMENT. D. WHENEVER THE EQUIPMENT OR SYSTEM UNDER TESTIS INTERRELATED WITH,AND DEPENDS UPON THE OPERATION OF OTHER 592 North H[afldWfly THE CONTRACTOR, EQUIPMENT,SYSTEMS AND CONTROLS FOR PROPER OPERATION,THE LATTER SHALL BE OPERATED SIMULTANEOUSLY WITH THE White plains,N.Y. 10603 C. CONTRACTOR SHALL PREPARE,AT HIS EXPENSE,ANY AND ALL SHOP DRAWINGS AS REQUIRED TO OBTAIN PERMITS AND APPROVALS. EQUIPMENT OR SYSTEM BEING TESTED, tel 814 288 0011 D. FOR FURTHER DETAILS OF THE INSTALLATION REQUIREMENTS,REFER TO THE FIXTURE PLANS,REFRIGERATION SCHEDULES,FLOOR PLANS,PLUMBING PLANS,ELECTRIC PLANS,AIR CONDITIONING,HEATING AND VENTILATION PLANS,MANUFACTURER'S INSTALLATION CHASES,CUTTING,PATCHING,ETC. E. AIR LEAKAGE TEST-THE COMPLETE AIR HANDLING SYSTEMS,ALL VENTILATING EXHAUST SYSTEMS,INCLUDING ALL CONVENTIONAL fax 914 289 0022 INSTRUCTIONS AND ALL APPLICABLE CODES AND ORDINANCES. SUPPLY AND RETURN DUCTWORK SHALL BE TESTED.LEAKAGE SMALL NOT EXCEED 5%OF RATED CFM AT RATED PRESSURE.ALL THE A. ALL CHASES,ROOF OPENINGS,CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.IT IS THE AIR LEAKS FOUND SHALL BE CORRECTED WITHIN ACCEPTABLE MARGIN. EoergySquared E. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED COMPONENTS AND ACCESSORIES NECESSARY TO FACILITATE A RESPONSIBILITY OF THE CONTRACTOR TO FURNISH FULL INFORMATION REGARDING SIZE AND LOCATIONS,AND DETAILS OF ALL COMPLETE INSTALLATION,INCLUDING ALL LABOR REQUIRED TO COMPLETE THE INSTALLATION AND PERFORM THE SERVICE COVERED REQUIRED OPENINGS,CHASES OR OTHER PROVISIONS FOR THIS WORK TO THE GENERAL CONTRACTOR. F. THE CONTRACTOR SHALL DEMONSTRATE THAT ALL EQUIPMENT AND APPARATUS FULFILLS THE REQUIREMENTS OF THE BY THIS SPECIFICATION.THE CONTRACTOR IS RESPONSIBLE FOR UNLOADING,ASSEMBLING,AND INSTALLING ALL HVAC EQUIPMENT SPECIFICATIONS. AND RELATED ITEMS UNLESS OTHERWISE SPECIFIED. S. SHOULD ANY CUTTING AND PATCHING BE NECESSARY AS A RESULT OF FAILURE TO FURNISH SUCH INFORMATION IN A TIMELY MANNER, IT WALL THEN BE DONE BY THE GENERAL CONTRACTOR AT THE EXPENSE OF THE CONTRACTOR. G. ALL WORK PROVIDED UNDER THE CONTRACT SMALL OPERATE WITHOUT ANY OBJECTIONABLE NOISE OR VIBRATION.SHOULD F. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND SHALL COOPERATE WITH OTHER CONTRACTORS DOING WORK OPERATION OF ANY ONE OR MORE OF THE SYSTEMS PRODUCE NOISE,OR VIBRATION,WHICH IS IN THE OPINION OF THE ENGINEER IN THE BUILDING.IF ANY CONFLICT,INTERFERENCE OR DISCREPANCIES COME TO THE ATTENTION OF THE CONTRACTOR,HE SMALL ELECTRICAL WORK OBJECTIONABLE,THE CONTRACTOR SHALL AT HIS OWN EXPENSE MAKE CHANGES IN EQUIPMENT,ETC.,AND DO ALL WORK NECESSARY uc NOTIFY THE OWNER IMMEDIATELY,BEFORE PROCEEDING ANY FURTHER WITH THE INSTALLATION. TO ELIMINATE THE OBJECTIONABLE NOISE OR VIBRATION. pynAm�,K.. '4ppAp A. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS FOR POWER WIRING AND CONNECTION OF ALL EQUIPMENT. G.NO ADDITIONAL PAYMENT OVER AND ABOVE THE CONTRACT PRICE WILL BE MADE UNLESS THE CONTRACTOR RECEIVES A WRITTEN THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONTROL WIRING.HE SHALL SUBCONTRACT THE CONTROLS OPERATING INSTRUCTIONS ORDER BY THE OWNER OR HIS REPRESENTATIVE FOR THE ADDITIONAL WORK. INSTALLATION TO A LICENSED ELECTRICAL CONTRACTOR WHERE REQUIRED AND PROVIDE CONTROL COMPONENTS AND WIRING DIAGRAMS FOR ALL HVAC EQUIPMENT TO INSTALLING CONTRACTOR. A. THREE COPIES OF THE OPERATING INSTRUCTIONS,SEQUENCE OF OPERATIONS AND CONTROL DIAGRAMS FOR THE HEATING, H. PRIOR TO SUBMITTING THE PROPOSALS,THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS,SPECIFICATIONS,AND OTHER AVAILABLE VENTILATING AND AIR CONDITIONING SYSTEM SHALL BE GIVEN TO THE OWNER,TOGETHER WITH MAINTENANCE SCHEDULING AND H01 ESTIMATING DATA,AND SHALL BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED,AND IT'S B. THE DELIVERY OF ALL CONTROL COMPONENTS SHALL BE SCHEDULED SO AS NOT TO DELAY THE PROJECT. SERVICE DATA.S.STORE OPERATORS SHALL BE FULLY INSTRUCTED IN THE PROPER AND ECONOMICAL OPERATION OF THE SYSTEMS. RELATION TO THE OTHER WORK IN THIS PROJECT. NO CONSIDERATION WILL BE GIVEN FOR ANY ALLEGED MISUNDERSTANDING OF THE 8 MATERIALS TO BE FURNISHED OR WORK TO BE DONE;IT SHALL BE CLEARLY UNDERSTOOD THAT THE SUBMISSION OF A PROPOSAL C. FUSED DISCONNECT SWITCHES WHERE REQUIRED,WILL BE FURNISHED BY THE HVAC CONTRACTOR UNLESS SPECIFICALLY NOTED TO OPERATIONS INDICATES A COMPLETE UNDERSTANDING OF AND AGREEMENT TO ALL THE ITEMS AND CONDITIONS SPECIFIED HEREIN,OR INDICATED BE SUPPLIED BY THE ELECTRICAL CONTRACTOR.WEATHERPROOF FUSED DISCONNECTS SHALL BE FURNISHED FOR ALL OUTDOOR AND ON THE DRAWINGS. WET,INDOOR APPLICATIONS. A. THE CONTRACTOR SHALL ALLOW THE APPROPRIATE TIME IN HIS BID FOR FINAL CHECKOUT AND OPERATION OF HVAC SYSTEM AFTER uo. �> FIT-UP AND PRIOR TO THE STORE OPENING TO ENSURE PROPER OPERATION OF HVAC SYSTEM. I. PLANS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER,ANY DISCREPANCIES INDICATED ON DIFFERENT DRAWINGS,OR D. HVAC CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS AS FOLLOWS:MOTORS 12 HP AND LARGER SHALL BE PROVIDED WITH BETWEEN DRAWINGS AND SPECIFICATIONS,OR BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS,OR ERRORS SHOWN ON EITHER COMBINATION UNFUSED LINE SWITCH AND CROSS-THE-LINE MAGNETIC STARTERS WITH START-STOP PUSH BUTTONS AND PILOT LIGHTS B. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE AND INSTRUCT OWNER'S REPRESENTATIVE IN THE OPERATION DRAWINGS OR SPECIFICATIONS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF OWNER FOR DECISION PRIOR TO BID UNLESS AUTOMATIC CONTROL IS REQUIRED.IN THIS CASE,STARTERS ARE TO BE PROVIDED WITH H.O.A.SELECTOR SWITCH AND OF THE HVAC SYSTEM.THE CONTRACTOR SHOULD RECEIVE CONFORMATION IN WRITING THAT HE HAS RECEIVED SAID INSTRUCTION SUBMISSION. CONTROL TRANSFORMER. ALL MOTORS BELOW 12 HP WHICH ARE NOT AUTOMATICALLY CONTROLLED SHALL BE PROVIDED WITH AND SYSTEM WAS WITNESSED TO OPERATE CORRECTLY. MANUALLY OPERATED STARTERS.ALL STARTERS SHALL BE BUILT AND RATED IN ACCORDANCE WITH NEMA AND AIEE STANDARDS. ALL 4 DESIGN CONDITIONS STARTERS TO INCLUDE THERMAL OVERLOAD RELAYS AND HEATERS PROPERLY SIZED TO PROTECT MOTOR.ALL POLY-PHASE MOTORS BALANCING 2015.12.23 A. OUTDOOR DESIGN CONDITIONS ARE TO CONFORM TO VALUES FOR THE SPECIFIC LOCATION AS OUTLINED IN ENERGY CODES. SHALL BE PROVIDED WITH PHASE PROTECTION. A. NESS CERTIFIED BALANCING CONTRACTOR MUST BE A COMPANY WHICH IS INDEPENDENT OF THE CONTRACTOR AND BE APPROVED FOR USE E. THE CONTRACTOR TO VERIFY ALL ELECTRICAL POWER ON JOB SITE PRIOR TO ORDERING NEW EQUIPMENT. USE BY THE ENGINEER PRIOR TO BALANCING THE SYSTEM. B. INDOOR DESIGN TEMPERATURES SHALL REMAIN AT 74 DEG.F COOLING AND 68 DEG.F HEATING.ALL OTHER HEATED AND COOLED AREAS ARE TO REMAIN 70 DEG.F.HEATING AND 70 DEG.F.COOLING DURING OCCUPIED HOURS AT PUBLISHED OUTDOOR CONDITIONS. F. THE CONTRACTOR SHALL PROVIDE ALL SMOKE DETECTORS FOR EMERGENCY SHUTDOWN TO COMPLY TO THE LATEST STATE 6 NFPA B. BALANCE THE HEATING AND COOLING SYSTEMS TO PROVIDE UNIFORM TEMPERATURES IN ALL HEATED OR COOLED AREAS AND ROOMS. UNOCCUPIED REQUIREMENTS SHALL BE IN ACCORDANCE WITH GOVERNING CODE SETBACK REQUIREMENTS. 90A CODES. C. BALANCE NEW AIR SYSTEMS TO QUANTITIES INDICATED AND FURNISH TO OWNER A REPORT INDICATING FAN PERFORMANCE,DIFFUSER, C.INDOOR DESIGN RELATIVE HUMIDITY SHALL NOT EXCEED 30 PERCENT FOR HEATING.THE ACTUAL DESIGN RELATIVE HUMIDITY FOR LABELING REGISTER AND GRILLE SIZES,LOCATIONS,CFM VALUES,DX COIL BYPASS VALUES,OUTSIDE AIR CFM QUANTITIES,MOTOR HP,RATED COOLING SHALL BE WITHIN THE COMFORT ENVELOPE AS DEFINED IN ASHRAE 55,LISTED IN APPENDIX A,AND SELECTED FOR THE AMP,ACTUAL AMP,RATED VOLTAGE,ACTUAL VOLTAGE ETC.. MINIMUM SYSTEM ENERGY USE FOR AIR CONDITIONING AND VENTILATION AND IN ACCORDANCE WITH THE OPERATING REQUIREMENTS A. ALL CONTROL DEVICES SHALL BE CLEARLY LABELED WITH PLASTIC NAME PLATES WITH NUMBERS AND LETTERS NO LESS THAN 3I8"IN OF THE REFRIGERATED DISPLAY FIXTURES,WHICH SHALL NOT EXCEED 55%RH. HEIGHT.A FRAMED PERMANENT OPERATING WIRING DIAGRAM SHALL BE LOCATED NEAR EACH SYSTEM SO THAT OPERATION OF THAT D. THE CONTRACTOR SHALL SUBMIT BALANCE REPORT PRIOR TO FINAL ACCEPTANCE. SYSTEM IS READILY AVAILABLE AT ALL TIMES.INTERNAL WIRING DIAGRAM OF INDIVIDUAL RELAYS,SHALL ALL BE LOCATED IN THEIR SCOPE OF WORK RESPECTIVE BOXES. WARRANTY W�W A THE CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,EQUIPMENT,RIGGING,APPLIANCES,TOOLS AND ACCESSORIES REQUIRED TO SCHEDULING REQUIREMENTS A. THE CONTRACTOR SHALL WARRANTY IN WRITING ALL MATERIALS AND WORKMANSHIP FOR THE PERIOD OF ONE(1)YEAR FROM DATE OF LL PROVIDE,INSTALL,CONNECT,AND TEST THE COMPLETE HEATING,VENTILATING AND AIR CONDITIONING SYSTEM AND ASSOCIATED FINAL ACCEPTANCE BY OWNER.THIS SHALL INCLUDE AN AGREEMENT TO REPAIR AND MAKE GOOD OR REPLACE AT NO COST TO OWWNER EQUIPMENT IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS. A. THE CONTRACTOR SHALL PERFORM HIS WORK IN THE BUILDING WHEN AND AS DIRECTED,AND GENERALLY IN ACCORDANCE WITH THE ANY AND ALL DEFECTS OF HIS WORK EQUIPMENT,APPARATUS.OR MATERIALS DURING THAT PERIOD,WHICH ARISE FROM INCORRECT SEQUENCE OF CONSTRUCTION AND OPERATION OF THE BUILDING,SO AS TO CAUSE THE LEAST POSSIBLE INCONVENIENCE AND WORKMANSHIP,IMPERFECT OR INFERIOR MATERIALS,OR DEFECTIVE EQUIPMENT.THIS WARRANTY SHALL INCLUDE REPLACEMENT OF 8. THE HVAC CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES,OBTAIN ALL PERMITS AND PAY ALL TAXES,FEES AND OTHER COSTS IN DISTURBANCE TO THE OTHER TRADES,OWNER AND OCCUPANTS. ALL PARTS OR BASIC COMPONENTS AS REQUIRED INCLUDING LABOR. CONNECTION WITH HIS WORK.THE CONTRACTOR SHALL FILE ALL NECESSARY APPROVALS OF ALL DEPARTMENTS HAVING JURISDICTION,AND OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION FOR HIS WORK AND DELIVER SAME TO THE ARCHITECT B. CONSULT WITH THE GENERAL CONTRACTOR FOR SEQUENCE OF CONSTRUCTION PRIOR TO SUBMITTING BID.SOME OR ALL OF THIS B. ALL NEW COMPRESSORS TO BE PROVIDED WITH A TOTAL OF FIVE(5)YEARS WARRANTY PERIOD,LABOR AND PARTS FOR FIRST YEAR, BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR THE WORK.THE CONTRACTOR SHALL INCLUDE IN HIS SCOPE OF WORK WORK MAY BE PERFORMED IN PHASES OR ON AN OVERTIME SCHEDULE.BID SHALL INCLUDE ALL SUCH PREMIUM TIME COSTS AND AND PARTS FOR REMAINING FOUR(4)YEARS. WITHOUT EXTRA COST TO THE OWNER,ALL LABOR,MATERIALS,SERVICES,APPARATUS,DRAWINGS(IN ADDITION TO CONTRACT SMALL ELIMINATE ANY SUBSEQUENT REQUESTS FOR EXTRA COMPENSATION. DRAWINGS AND DOCUMENTS),IN ORDER TO COMPLY WITH ALL APPLICABLE CODES,LAWS,ORDINANCES,RULES AND REGULATIONS. C. WHEN SPECIAL GUARANTEES COVERING INSTALLATION,OPERATION OR PERFORMANCE OF ANY SYSTEMS OR APPLIANCES FURNISHED ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER COORDINATION UNDER THE HVAC CONTRACT ARE HEREIN REQUIRED,THE FULL RESPONSIBILITY FOR FULFILLMENT OF SUCH GUARANTEES MUST BE AND ALL APPLICABLE CODES AND REGULATIONS,INCLUDING BUT NOT LIMITED TO THE LATEST APPLICABLE EDITIONS OF THE ASHRAE ASSUMED BY THE HVAC CONTRACTOR,WHO SHALL OBTAIN WRITTEN GUARANTEES IN TRIPLICATE FROM ANY AND ALL GUIDE AND DATA BOOK,UL,ASME,NEMA,IBR,AMCA,NEC,NFPA,IEEE,OSHA,SMACNA,STATE BUILDING CODE.IN ADDITION,THE A. ALL WORK SMALL BE COORDINATED WITH THE STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,ARCHITECTURAL AND LIGHTING SUBCONTRACTORS WITH TWO(2)COPIES TO BE FILED WITH THE ARCHITECT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL HVAC WORK IS PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH DRAWINGS APPLYING TO THIS PROJECT PRIOR TO SUBMITTING SHOP DRAWINGS FOR FABRICATION APPROVAL. SEISMIC RESTRAINT REQUIREMENTS.SCOPE OF WORK SHALL INCLUDE,BUT NOT BE LIMITED TO: FINAL APPROVAL B. IT THE RESPONSIBILITY THE CONTRACTOR TO COORDINATE WITH ALL INVOLVED PARTIES AND PREPARE A SHOP DRAWING WHICH • ROOF MOUNTED UNIT WILL L ACCURATELY LOCATEE AND DIMENSION ALL REQUIRED ROOF OPENINGS,CURBS AND SUPPORT PLATFORMS BASED UPON A. UPON WRITTEN APPROVAL NOTIFICATION BY THE CONTRACTOR THAT HIS WORK COMPLETED AND READY FOR ACCEPTANCE,ALL " ♦ • EXHAUST FAN APPROVED EQUIPMENT SUBMITTALS. REQUIRED INSPECTIONS AND TESTS SHALL PERFORMED BY THE CONTRACTORR AS DIRECTED BY,AND IN THE PRESENCE THE „ • SHEET METAL WORK AND INSULATION OWNER'S REPRESENTATIVE AND ARCHITECT.. A FAILURE TO COMPLY WITH THE CONTRACT REQUIREMENTS ARE DISCOVERED,D,THE �u • AIR DEVICES INCLUDING DIFFUSERS,REGISTERS AND GRILLES C. ALL DIFFUSERS AND CEILING RETURNS SMALL BE COORDINATED WITH LIGHTING,SPEAKERS,SPRINKLER HEADS,ETC.INFIELD WITH HVAC CONTRACTOR SMALL AT ONCE REMEDY ALL DEFECTS AND SHORTCOMINGS AND PERFORM ANY ADDITIONAL REQUIRED TESTS AT Q • SYSTEM TEST AND BALANCE OWNER,TENANT AND ARCHITECT, HIS EXPENSE. m 6 • WARRANTY FOR ONE YEAR ZZ RIGGING FILTER CHANGES m CONTRACT DRAWINGS Ta A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RIGGING,HOISTING AND FASTENING INTO PLACE ALL EQUIPMENT UNDER THIS A. THE CONTRACTOR MUST NOT OPERATE ANV HVAC UNITS WITHOUT FILTERS INSTALLED DURING CONSTRUCTION SEQUENCE.B.FILTERS a, A THE DRAWINGS ARE INTENDED TO SHOWTHE GENERAL ARRANGEMENT AND THE EXTENT OF THE WORK TO BE DONE.HOWEVER,THE CONTRACT AND SHALL COORDINATEWTH THE GENERAL CONTRACTOR REGARDING THE LOCATION OF ALL EQUIPMENT WITHIN,OUTSIDE MUST BE CHANGED TWENTY-FOUR(24)HOURS PRIOR TO STORE OPENING AND WITNESSED BY A REPRESENTATIVE OF THE OWNER.A. EXACT LOCATION AND ARRANGEMENT OF ALL PARTS SMALL BE DETERMINED AS THE WORK PROGRESSES. AND ON TOP OF THE BUILDING TO INSURE PROPER ACCESS,SAFETY AND PROTECTION OF PEOPLE AND BUILDING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL OF HIS DEBRIS. d z B. THE LOCATIONS OF ALL PIPING,DUCTS AND EQUIPMENT AS SHOWN ON THE PLANS ARE APPROXIMATELY CORRECT,BUT THEY ARE B. WHERE EQUIPMENT MUST BE MOVED OVER THE ROOF,THE CONTRACTOR SHALL BE RESPONSIBLE FOR REINFORCING AND PROTECTING B. THE CONTRACTOR SMALL FIELD VERIFY PROJECT REQUIREMENTS AND EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. SUBJECT TO SUCH MODIFICATIONS AS MAY BE NECESSARY AT THE TIME OF INSTALLATION TO MEET ANY CONDITIONS,SUCH CHANGES THE ROOF STRUCTURE AS REQUIRED TO AVOID OVERLOADING. SMALL BE IMMEDIATELY REVIEWED WITH THE ENGINEER AND INSTITUTED BY THIS CONTRACTOR WITHOUT EXTRA COST. C. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FIREPROOF TARPAULINS,AND COVER ALL EQUIPMENT IN WORK AREA WITH SAME V ROOF PROTECTION DURING WORK OPERATIONS. m Y Z C. THE LOCATIONS OF ALL PARTS AND EQUIPMENT SHALL BE COORDINATED WITH THE WORK OF ALL OTHER TRADES PRIOR TO SUBMITTING i Er m SHOP DRAWINGS FOR FABRICATION AND EQUIPMENT PURCHASE APPROVALS. A. WHEN WORKING ON THE FINISHED ROOF,THE CONTRACTOR MUST PROVIDE PLYWOOD SHEETS TO PROTECT ROOFING,AND MUST TAKE D. DO NOT SCALE FROM THE DRAWINGS;FOLLOW WRITTEN DIMENSIONS WHERE GIVEN AND FIELD VERIFY ALL DIMENSIONS WHERE d1 ALL PRECAUTIONS TO AVOID DAMAGING THE ROOF.NO OPENINGS SMALL BE CUT IN THE ROOF AFTER THE ROOFING HAS BEEN NECESSARY. SHOP DRAWING REVIEWS AND APPROVALS COMPLETED UNLESS THEY ARE INSTALLED BY THE ROOFING CONTRACTOR,PAID FOR BY THE CONTRACTOR AND COORDINATED WITH THE GENERAL CONTRACTOR. E. REFER TO CONTRACT DRAWINGS FOR GENERAL HVAC NOTES. A. ALL DETAILED EQUIPMENT CUTS,SHOP DRAWINGS,SUBSTITUTIONS,CHANGES,ETC.MUST BE SUBMITTED TO OWNER'S Q REPRESENTATIVE FOR FINAL REVIEW AND APPROVAL PRIOR TO PURCHASING,FABRICATING OR INSTALLING ANY PORTION OF THE HVAC BURGLAR BARS SHEET METAL WORK J m6 m6 CONTRACT. ' A. ALL WALL OR ROOF OPENINGS 12X12'OR LARGER ARE TO BE EQUIPPED WITH BURGLAR BARS.BURGLAR BARS ARE TO BE SIB"ROUND A. FURNISH AND INSTALL ALL SHEET METAL DUCTWORK PLENUMS,GOOSENECKS,AND ALL ITEMS OF METAL WORK AS NECESSARY TO B. SHOPORAWINGSMUST SHOWALL HVAC COMPONENTS WITH DUCTWORK DRAWN IN DOUBLE LINE,AT A SCALE OF I/4—I'Ar.THESE STEELRODS 6"ON CENTER IN BOTH DIRECTIONS,WELDED AT ALL INTERSECTING POINTS.BURGLAR BARS ARE TO BE WELDED IN I-12 W X COMPLETE THEVARIOUS AIR CONDITIONING,VENTILATING AND HEATING SYSTEMS OF THE BUILDING SO THEY ARE READY FOR L � �ry DRAWINGS MUST BE FULLY DETAILED,DIMENSIONED AND COORDINATED,INDICATING ALL OTHER TRADES AND DISCIPLINES. 1/4"FRAME WELDED TO DUCT,OPENING,LOUVER,ETC.THE CONTRACTOR MUST SUBMIT DETAILS FOR APPROVAL,DURING THE SHOP SATISFACTORY OPERATION.WHILE THE INSTALLATION SHOULD ADHERE TO THE DRAWINGS AS MUCH AS POSSIBLE,THE RIGHT IS X W Ill M DRAWING REVIEW. RESERVED TO VARY THE RUNS AND SIZES OF THE DUCTWORK AND TO MAKE OFFSETS,WHERE NECESSARY TO ACCOMMODATE W N di _m C. FURNISH TO THE ARCHITECT/ENGINEER FOR REVIEW,SIX(6)COPIES OF SUCH EQUIPMENT SUBMITTALS AND SETTING DRAWINGS OR BUILDING CONDITIONS,ONLY AFTER RECEIPT OF WRITTEN APPROVAL FROM THE ENGINEER.ALL SUCH CHANGES OR OFFSETS SMALL BE F DIAGRAMS AS MAY BE REQUIRED FOR THE PROPER EXECUTION OF THE WORK PROVIDE TWO(2)SETS OF DRAWINGS FOR ALL SHEET FLASHING 8 CURBS INDICATED IN THE"AS-BUILT"DRAWINGS SUBMITTED AT THE END OF THE PROJECT. W J d)(V.Q s METAL WORK TO OWNER FOR USE IN REVIEW PROCESS. A. ALL DUCTS AND PIPING PASSING THROUGH THE ROOF SHALL BE FITTED WITH INSULATED CURBS,FLASHING COLLARS,RINGS OR SIMILAR B. DUCTWORK SMALL BE CONSTRUCTED ACCORDING TO THE'EQUIPMENT HANDBOOK"PUBLISHED BY ASHRAE AND'HVAC DUCT �O��m o 0 D. CONTRACTORS MAY MAKE NECESSARY ADJUSTMENTS TO SUIT CONDITIONS AND IN ORDER TO COMPLY WITH THE GUARANTEE OF DEVICES TO PROVIDE WEATHERTIGHT PROTECTION. CONSTRUCTION STANDARDS"PUBLISHED BY SMACNA PERFORMANCE OF THE SYSTEMS.APPROVALS MUST BE OBTAINED FROM THE OWNER BEFORE PROCEEDING WITH THE INSTALLATION 11yy ll'' CHANGES. B. PROVIDE PRE-FAB CURBS AROUND ALL ROOF OPENINGS AND FLASHINGS TO MAKE WATERTIGHT OPENINGS.INCLUDE PITCH COLLARS C. SHEET METAL GAUGES,TRANSVERSE JOINTS,LONGITUDINAL SEAMS AND INTERMEDIATE REINFORCING MUST BE IN CONFORMANCE E A 9 AROUND ALL OPENINGS WHICH DO NOT HAVE CURBS.ALL CURBS TO SET ON ROOF STEEL,NOT DECKING AND ALL EQUIPMENT TO BE WITH SMACNA STANDARDS AS FOLLOWS:1)LOW PRESSURE DUCTS PER SMACNA TABLE 7W.G.2)MEDIUM PRESSURE DUCTS PER W= = L d1 E. APPROVALS MUST ALSO BE OBTAINED FROM LOCAL AND STATE AUTHORITIES,INSURANCE UNDERWRITERS,OR OTHER AGENCIES SET LEVEL,THE CONTRACTORS SHALL PROVIDE TAPERED CURBS AS REQUIRED. SMACNA TABLE 4"W.G.3)HIGH PRESSURE DUCTS PER SMACNA TABLE 6"W.G. W V HAVING JURISDICTION. C. FLASHINGS AND CURB WORK SHALL ALL BE INSTALLED IN COORDINATION WITH THE WORK OF THE ROOFING AND GENERAL D. ALL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL OF U.S.STANDARD SHEET METAL GAUGE UNLESS NOTED OTHERWISE F. ALL WIRING DIAGRAMS OF THERMOSTATS,DAMPERS,INTERLOCKS ETC,SHALL BE INCLUDED ON SHOP DRAWINGS OR IF SUBMITTED ON THE DRAWINGS.E.ALL CHANGES IN DIRECTION,HORIZONTAL OR VERTICAL,SHALL BE SHAPED TO PERMIT THE EASIEST POSSIBLE AD Y CONTRACTORS. S 61 m Q SEPARATELY,SIX COPIES SHALL BE PROVIDED PRIOR TO ANY INSTALLATION OF THE HVAC CONTRACT. AIR FLOW,USING CENTERLINE RADIUS OF 1-12 X WIDTH.FOR ALL CASES WHERE 80 DEGREE SQUARE ELBOWSARE USED,APPROVED G po DOUBLE THICKNESS TURNING VANES SHALL BE USED.HVAC CONTRACTOR TO SUBMIT DETAILS FOR APPROVAL. ��igL1 9 Z LL LL G.CONTRACTOR IS TO SUBMIT ACCURATE AS BUILT SHOP DRAWINGS REFLECTING ALL CHANGES TO ENGINEER AND OWNER'S FIRE RATED CONSTRUCTION E. ALL DUCTWORK SHALL BE BUILT WITH APPROVED JOINTS AND SEAMS SMOOTH ON THE INSIDE WITH LAPS MADE IN THE DIRECTION OF B, p REPRESENTATIVE PRIOR TO REQUEST FOR FINAL PAYMENT. A.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FROM THE ARCHITECTURAL PLANS,AREAS IN THE BUILDING WHICH HAVE THE AIR FLOW AND NO FLANGES PROJECTING INTO THE AIR STREAM.OUTSIDE SEAMS AND JOINTS SHOULD BE AS NEAR TO AIR TIGHT DETAILS OF EQUIPMENT BEEN DESIGNATED AS HAVING A FIRE RATING AND PROVIDE AND INSTALL THE NECESSARY FIRE DAMPERS WITH ACCESS DOORS. IF AS POSSIBLE WITH A NEAT FINISH.THE CONTRACTOR TO CAULK ALL JOINTS WHICH ARE NOT MECHANICALLY TIGHT. SHEET NAr�'1vNWi ANY DISCREPANCY EXISTS BETWEEN THE INDICATED AND REQUIRED FIRE DAMPER REQUIREMENTS.THE CONTRACTOR SHALL NOTIFY T'I Y G A SUBMIT FOR APPROVAL SIX(6)COPIES OF THE MANUFACTURERS DETAILED CERTIFIED DIMENSIONAL DRAWINGS OF ALL EQUIPMENT. THE OWNER PRIOR TO BID DATE. F. VOLUME DAMPERS AS SHOWN ON DRAWINGS AND AS REQUIRED FOR PROPER OPERATION,SMALL BE INSTALLED IN THE VARIOUS BRANCHES FOR USE IN BALANCING THE SYSTEM,VOLUME DAMPERS SHALL BE OF MULTI-OPPOSED BLADE CONSTRUCTION FOR ALL SPECIE�GATIONS SUBSTITUTIONS B. THE CONTRACTOR MUST PROVIDE ALL FIRE RATED,DAMPERS,DIFFUSERS,GRILLES,REGISTERS,FIRE LINKS,ETC.,IN ORDER TO DUCTS OVER 12'IN DEPTH.ALL VOLUME DAMPERS TO BE OF THE LOCKING QUADRANT TYPE WITH APPROVED LOCKING DEVICES COMPLY WITH ALL APPLICABLE CODES FOR FIRE RATED CONSTRUCTION,EVEN IF NOT EXPLICITLY SHOWN ON DRAWINGS. MOUNTED OUTSIDE OF THE DUCT IN AN ACCESSIBLE PLACE. A. AS NOTED ON THE PLANS AND DESCRIBED ON THE SCHEDULES,SUBSTITUTIONS MUST SATISFY ALL REQUIREMENTS AND MUST BE APPROVED BY THE OWNER G.FIRE DAMPERS-1M1ERE DUCTWORK PIERCES FIRE RATED WALLS,SHAFTS,STOPPING OR FLOORS,TYPE B.UL LISTED FIRE DAMPERS SHOULD BE INSTALLED.FIRE DAMPERS SHALL BE AS MANUFACTURED BY AIR BALANCE INC.,RUSKIN.OR APPROVED EQUAL.REFER TO DIG.NO. THE DRAWINGS FOR SPECIFIC INSTALLATION REQUIREMENTS. A, H. ACCESS DOORS SHALL BE PROVIDED IN THE SHEET METAL DUCTWORK WHERE REQUIRED FOR INSPECTION,AUTOMATIC CONTROL I 1�,I DAMPERS,FIRE DAMPERS,FILTERS,OR ANY OTHER APPARATUS CONCEALED BEHIND SHEET METAL WORK.ACCESS DOORS IN 1 INSULATED DUCT SHALL BE DOUBLE PANEL AND INSULATED.ALL ACCESS DOORS TO BE SECURED WITH HEAVY DUTY WINDOW TYPE J J LATCHES,COMPLETE WITH GASKETS AND FRAMES. 1. ALL DUCTWORK AND PIPING TO BE LOCATED ABOVE THE HUNG CEILING SPACE UNLESS OTHERWISE NOTED. J. ALL SUPPLY AND EXHAUST DUCTWORK SHALL BE HUNG FROM THE TOP OF STRUCTURAL MEMBERS. A FLEXIBLE CONNECTIONS B. COMPRESSORS SHALL BE SCROLL TYPE WITH THERMAL OVERLOAD PROTECTION,INDEPENDENTLY ■ A. PRODUCTS SHALL BE PROVIDED BY THE FOLLOWING MANUFACTURERS: CIRCUITED AND CARRY A 5 YEAR NON-PRORATED WARRANTY,FROM THE DATE OF ORIGINAL EQUIPMENT A. THE INTAKE AND DISCHARGE COLLARS OF ALL IN-LINE FANS,AIR CONDITIONING UNITS AND HEATERS SHALL 1.CARRIER OR EQUAL SHIPMENT FROM THE FACTORY. BE PROVIDED WITH APPROVED FLEXIBLE CONNECTIONS TO ELIMINATE VIBRATION IN THE DUCTWORK.USE 2.SUBSTITUTE EQUIPMENT MAY BE CONSIDERED FOR APPROVAL THAT INCLUDES AT A MINIMUM: 10 OZ.DOUBLE WOVEN CANVAS CONNECTIONS AND INSTALL IN CLOSE PROXIMITY TO THE HVAC EQUIPMENT. C. COMPRESSORS SHALL BE MOUNTED IN AN ISOLATED SERVICE COMPARTMENT WHICH CAN BE ACCESSED a.R-410AREFRIGERANT. WITHOUT AFFECTING UNIT OPERATI ON.LOCKABLE HINGED COMPRESSOR ACCESS DOORS SHALL BE Jeffrey FLEXIBLE DUCTWORK b.VARIABLE CAPACITY COMPRESSOR WITH 10-100%CAPACITY CONTROL. FABRICATED OF DOUBLE WALL,RIGID POLYURETHANE FOAM INJECTED PANELS TO PREVENT THE C. DIRECT DRIVE SUPPLY FANS. TRANSMISSION OF NOISE OUTSIDE THE CABINET. A. USE UL LISTED,STANDARD 181,CLASS 1 AIR DUCT MATERIAL WITH FLAME SPREAD NO HIGHER THAN 25,AND d.DOUBLE WALL CABINET CONSTRUCTION. Taylor SMOKE DEVELOPMENT NO HIGHER THAN 50.DO NOT INSTALL FLEXIBLE DUCTWORK IN AREAS WHERE DUCT e.INSULATION WITH A MINIMUM R-VALUE OF 13. D. COMPRESSORS SHALL BE ISOLATED FROM THE BASE PAN WITH THE COMPRESSOR MANUFACTURER'S IS EXPOSED. 1. STAINLESS STEEL DRAIN PANS. RECOMMENDED RUBBER VIBRATION ISOLATORS,TO REDUCE ANY TRANSMISSION OF NOISE FROM THE Architect 9.HINGED ACCESS DOORS WITH LOCKABLE HANDLES. COMPRESSORS INTO THE BUILDING AREA. B. FLEXIBLE DUCTWORK IS USED TO ALLOW FOR FLEXIBILITY IN FINAL LOCATION OF DIFFUSERS,GRILLES,AND h.ALL OTHER PROVISIONS OF THE SPECIFICATIONS MUST BE SATISFACTORILY ADDRESSED. REGISTERS.LENGTH IS NOT TO EXCEED LINEAR MEASURE OF 6.0".EXTEND SHEET METAL DUCT WITHIN 51-0" E. EACH REFRIGERATION CIRCUIT SHALL BE EQUIPPED WITH THERMOSTATIC EXPANSION VALVE TYPE 572 North Broadway OF AIR DEVICE FOR COMPLIANCE.FLEXIBLE DUCTWORK IS NOT ALLOWED FOR USE IN ANY PART OF RETURN GENERAL DESCRIPTION REFRIGERANT FLOW CONTROL. White Plains,N.Y. 10603 OR EXHAUST AIR SYSTEMS.FLEXIBLE DUCTS SHALL NOT PASS THROUGH FIRE RATED CONSTRUCTION. A. PACKAGED ROOFTOP UNIT SHALL INCLUDE COMPRESSORS,EVAPORATOR COILS,FILTERS,SUPPLY FANS, DAMPERS,AIR-COOLED CONDENSER COILS,CONDENSER FANS,REHEAT COIL,ELECTRIC HEATERS,AND UNIT F. EACH REFRIGERATION CIRCUIT SHALL BE EQUIPPED WITH AUTOMATIC RESET LOW PRESSURE AND MANUAL tel 914 289 0011 C. FLEXIBLE DUCTWORK IS TO BE INSTALLED WITH GOOD WORKMANSHIP,SUPPORTED 24"ON CERTAIN TO CONTROLS. RESET HIGH PRESSURE REFRIGERANT SAFETY CONTROLS,SCHRADER TYPE SERVICE FITTINGS ON BOTH fax 914 289 0022 MAINTAIN FULL CROSS SECTIONAL AREA THROUGHOUT. THE HIGH PRESSURE AND LOW PRESSURE SIDES AND A FACTORY INSTALLED REPLACEABLE CORE LIQUID _ B. UNIT SHALL BE FACTORY ASSEMBLED AND TESTED INCLUDING LEAK TESTING OF THE DX COILS,PRESSURE LINE FILTER DRIERS. - EnergySquared DUCT INSULATION TESTING OF THE REFRIGERATION CIRCUIT,AND RUN TESTING OF THE COMPLETED UNIT.RUN TEST REPORT SHALL BE SUPPLIED WTH THE UNIT IN THE SERVICE COMPARTMENT'S LITERATURE POCKET. G.UNIT SHALL INCLUDE A VARIABLE CAPACITY SCROLL COMPRESSOR ON ALL REFRIGERATION CIRCUITS WHICH A.ON ALL CONCEALED SUPPLY AND RETURN DUCTWORK,FURNISH AND INSTALL OWENS CORNING FOIL FACED, SHALL BE CAPABLE OF MODULATION FROM 10-100%OF ITS CAPACITY, FIBERGLASS DUCTWRAP WITH AN INSTALLED INSULATING VALUE OF R-5.INSULATION SHALL BE ATTACHED C. UNIT SHALL HAVE DECALS AND TAGS TO INDICATE LIFTING AND RIGGING,SERVICE AREAS AND CAUTION TO SHEET METAL DUCTS BY MEANS OF WIRE,BANDS OR SIMILAR FASTENING.ALL JOINTS AND GAPS IN THE AREAS FOR SAFETYAND TO ASSIST SERVICE PERSONNEL. H. LEAD REFRIGERATION CIRCUIT SHALL BE PROVIDED WITH HOT GAS REHEAT COIL,MODULATING VALVES, g/9p�pd gpst4p14g1a APPLIED INSULATION SHALL BE FILLED WTH MASTIC TO A THICKNESS OF THE APPLIED INSULATION.THIS ELECTRONIC CONTROLLER,SUPPLY AIR TEMPERATURE SENSOR AND A CONTROL SIGNAL TERMINAL WHICH ID+meCP axLafidNs SHALL APPLY TO ALL HEATING AND COOLING DUCTS,UNLESS OTHERWISE NOTED ON THE PLANS. D. UNIT COMPONENTS SHALL BE LABELED,INCLUDING REFRIGERATION SYSTEM COMPONENTS AND ELECTRICAL ALLOW THE UNIT TO HAVE A DEHUMIDIFICATION MODE OF OPERATION,WHICH INCLUDES SUPPLY AIR AND CONTROLS COMPONENTS. TEMPERATURE CONTROL TO PREVENT SUPPLY AIR TEMPERATURE SWINGS AND OVERCOOLING OF THE xo'�nnm e°aimmma x..m B. INTERNALLY LINE ALL EXPOSED SUPPLY/RETURN DUCTS.FURNISH AND INSTALL NOT LESS THAN I"ULTRA SPACE. LINER,WITH A THERMAL EFFICIENCY OF(.24).APPLY TO METAL WITH ADHESIVE AND FURTHER SECURE WITH E. ESTIMATED SOUND POWER LEVELS(DB)SHALL BE SHOWN ON THE UNIT RATINGS SHEET. WELDED PINS AND SPEED WASHERS 12'O.C. ENSURE THAT IMPRINTED SURFACE FACES AIR STREAM. FURTHERMORE,INSTALL 2'WIDE SHEET METAL NOSING ON LEADING EDGES OF LINER TO PREVENT THE F. INSTALLATION,OPERATION AND MAINTENANCE MANUAL SHALL BE SUPPLIED WITHIN THE UNIT. 1.CONDENSERS LINER FROM BEING PICKED UP BY AIR FLOW. �wtY OF G.LAMINATED COLOR-CODED WRING DIAGRAM SHALL MATCH FACTORY INSTALLED WRING AND SHALL BE 1, AIR-COOLED CONDENSER C. INSULATION SHALL BE CUT SLIGHTLY LONGER THAN CIRCUMFERENCE OF DUCT TO ENSURE FULL THICKNESS AFFIXED TO THE INTERIOR OF THE CONTROL COMPARTMENT's HINGED ACCESS DOOR. a.CONDENSER FANS SHALL BE A VERTICAL DISCHARGE,AXIAL FLOW,DIRECT DRIVE FANS. AT CORNERS.INSULATION SMALL BE ADHERED TO DUCT WITH FIRE RESISTANT ADHESIVE,FOSTER 81-99 OR b.COILS SHALL BE DESIGNED FOR USE WITH R410A REFRIGERANT AND CONSTRUCTED OF COPPER APPROVED EQUAL,APPLIED TO DUCT IN 4"WIDE BRUSH STRIPS,ON 12'CENTERS.INSULATION SHALL BE H. UNIT NAMEPLATE SHALL BE PROVIDED IN TWO LOCATIONS ON THE UNIT,AFFIXED TO THE EXTERIOR OF THE TUBES WITH ALUMINUM FINS MECHANICALLY BONDED TO THE TUBES AND ALUMINUM END CASINGS. 0, C FURTHER SECURED WITH LOOPS OF#12 WIDTH GAUGE GALVANIZED STEEL WIRE ON 12'CENTERS. UNIT AND AFFIXED TO THE INTERIOR OF THE CONTROL COMPARTMENTS HINGED ACCESS DOOR. FIN DESIGN SHALL BE SINE WAVE RIPPLED. W> c.COILS SHALL BE DESIGNED FOR A MINIMUM OF 10"F OF REFRIGERANT SUB-COOLING. p D. DUCT INSULATION SHALL HAVE A VAPOR BARRIER FACING TYPE FSK(.001 ALUMINUM FOIL.GLASS SCRIM, CONSTRUCTION COILS SHALL BE HELIUM LEAK TESTED. KRAFT)LAMINATE,APPLIED OVER THE INSULATION.ALL JOINTS SHALL BE SEALED WITH 2'SIDE VAPOR BARRIER TAPE SEALED WITH FOSTER 81-99 OR EQUAL. A. ALL CABINET WALLS,ACCESS DOORS,AND ROOF SHALL BE FABRICATED OF DOUBLE WALL,IMPACT J. FILTERS RESISTANT,RIGID POLYURETHANE FOAM PANELS. E. ALL FLEXIBLE DUCTWORK SHALL BE INSULATED. 1.UNIT SHALL INCLUDE 21NCH THICK PLEATED PANEL FILTERS WITH AN ASHRAE EFFICIENCY OF 30%AND B. UNIT INSULATION SHALL HAVE A MINIMUM THERMAL RESISTANCE R-VALUE OF 13.FOAM INSULATION SHALL MERV RATING OF Q UPSTREAM OF THE COOLING COIL. 2.15.12.23 F. ALL CONCEALED ROUND DUCTWORK SHALL BE INSULATED WITH FIBERGLASS DUCTWRAP.ALL EXPOSED HAVE A MINIMUM DENSITY OF 2 POUNDS/CUBIC FOOT AND SHALL BE TESTED IN ACCORDANCE WITH ASTM 2.UNIT SHALL INCLUDE A CLOGGED FILTER SWITCH. DUCTWORK SHALL BE DOUBLE WALL AND INSULATED. D1929-11 FOR A MINIMUM FLASH IGNITION TEMPERATURE OF 61IrF. 3.UNITS SHALL INCLUDE A MAGNEHELIC GAUGE MOUNTED IN THE CONTROLS COMPARTMENT. G.ALL SHEET METAL DUCTWORK LOCATED OUTDOORS SHALL BE EXTERNALLY LINED WITH 1'THICK OWENS C.UNIT CONSTRUCTION SHALL BE DOUBLE WALL WITH G90 GALVANIZED STEEL ON BOTH SIDES AND A THERMAL K OUTSIDE AIR INTAKE CORNING 800 FR DUCT BOARD STAPLED EVERY 7 WITH HEAT SENSITIVE FOIL TAPE COVERING AT ALL JOINTS. BREAK DOUBLE WALL CONSTRUCTION WITH A THERMAL BREAK PREVENTS MOISTURE ACCUMULATION ON USE MECHANICAL DUCT,FASTENERS 7-0'ON CENTER ALONG CENTER LINE OF EACH SIDE OF DUCT.COAT THE INSULATION,PROVIDES A CLEANABLE INTERIOR,PREVENTS HEAT TRANSFER THROUGH THE PANEL,AND 1.UNIT SHALL INCLUDE MOTOR OPERATED OUTSIDE AIR DAMPER ASSEMBLY CONSTRUCTED OF DUCT BOARD WITH MARATHON INDUSTRIES IC 550 WHITE MASTIC IN ACCORDANCE WITH MANUFACTURER'S PREVENTS EXTERIOR CONDENSATION ON THE PANEL. EXTRUDED ALUMINUM,HOLLOW CORE,AIRFOIL BLADES WITH RUBBER EDGE SEALS AND ALUMINUM END SPECIFICATIONS. SEALS.DAMPER BLADES SHALL BE GEAR DRIVEN AND DESIGNED TO HAVE NO MORE THAN 15 CFM OF D. UNIT SHALL BE DESIGNED TO REDUCE AIR LEAKAGE AND INFILTRATION THROUGH THE CABINET,CABINET LEAKAGE PER SO.FT.OF DAMPER AREA WHEN SUBJECTED TO 2 INCHES W.G.AIR PRESSURE H. INTERNALLY LINE ALL DUCTS FROM UNIT SUPPLY AND RETURN CONNECTIONS TO 10-0"FROM UNIT TO LEAKAGE SHALL NOT EXCEED 196OF TOTAL AIRFLOW WHEN TESTED AT 3 TIMES THE MINIMUM EXTERNAL DIFFERENTIAL ACROSS THE DAMPER.DAMPER ASSEMBLY SHALL BE CONTROLLED BY SPRING RETURN MINIMIZE NOISE.FURNISH AND INSTALL NOT LESS THAN 1'ULTRA LINER,WITH A THERMAL EFFICIENCY OF STATIC PRESSURE PROVIDED IN AHRI STANDARD 340/360.PANEL DEFLECTION SHALL NOT EXCEED Lf240 DDC ACTUATOR.UNIT SHALL INCLUDE OUTSIDE AIR OPENING BIRD SCREEN,OUTSIDE AIR HOOD AND A (24).APPLY TO METAL WITH ADHESIVE AND FURTHER SECURE WITH WELDED PINS AND SPEED WASHERS 12' RATIO AT 125%OF DESIGN STATIC PRESSURE,AT A MAXIMUM 81NCHES OF POSITIVE OR NEGATIVE STATIC RETURN AIR CONNECTION. O.C.ENSURE THAT IMPRINTED SURFACE FACES AIR STREAM.FURTHERMORE,INSTALL 7 WIDE SHEET PRESSURE,TO REDUCE AIR LEAKAGE.DEFLECTION SHALL BE MEASURED AT THE MIDPOINT OF THE PANEL METAL NOSING ON LEADING EDGES OF LINER TO PREVENT THE LINER FROM BEING PICKED UP BY AIR FLOW. HEIGHT AND WIDTH.CONTINUOUS SEALING SHALL BE INCLUDED BETWEEN PANELS AND BETWEEN ACCESS L. CONTROLS �1 DOORS AND OPENINGS TO REDUCE AIR LEAKAGE.PIPING AND ELECTRICAL CONDUIT THROUGH CABINET PANELS SHALL INCLUDE SEALING TO REDUCE AIR LEAKAGE. 1.FIELD INSTALLED DEC CONTROLS SHALL BE FULLY W RED AND PROGRAMMED TO INSIDE HVAC UNIT AIR DEVICES CABINET. E. ROOF OF THE AIR TUNNEL SMALL BE SLOPED TO PROVIDE COMPLETE DRAINAGE.CABINET SHALL HAVE RAIN CONTROLS SHALL BE FURNISHED BY CONTROL CONTRACTOR. 19 A.PROVIDE WHERE SHOWN ON DRAWINGS AND INDICATED ON SCHEDULES,ALL DIFFUSERS,GRILLES AND BREAK OVERHANGS ABOVE ACCESS DOORS. b.THE REFRIGERATION CIRCUIT SHALL BE INTERNAL CONTROLLED BY UNIT_ aSi REGISTERS OF SIZES INDICATED.ALL DIFFUSERS,GRILLES AND REGISTERS SHALL BE MANUFACTURED BY ANEMOSTAT,CARNES,TITUS,TUTTLE AND BAILEY,AGITAIR,NAILOR OR PRICE. F. ACCESS TO FILTERS.DAMPERS,COOLING COILS,REHEAT COIL,HEATERS,COMPRESSORS,AND ELECTRICAL M.ACCESSORIES AND CONTROLS COMPONENTS SHALL BE THROUGH HINGED ACCESS DOORS WITH QUARTER TURN,ZINC B. ALL SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH DIRECTIONAL CONTROL AND VOLUME CONTROL CAST,LOCKABLE HANDLES.FULL LENGTH STAINLESS STEEL PIANO HINGES SHALL BE INCLUDED ON THE 1.UNIT SHALL BE PROVIDED WITH A SAFETY SHUTDOWN TERMINAL BLOCK FOR FIELD INSTALLATION OF A DEVICES. DOORS. SMOKE DETECTOR WHICH SHUTS OFF THE UNITS CONTROL CIRCUIT, C. SUPPLY REGISTERS SHALL BE ADJUSTABLE,DOUBLE DEFLECTION TYPE WITH OPPOSED BLADE DAMPERS. G.EXTERIOR PAINT FINISH SHALL BE CAPABLE OF WITHSTANDING AT LEAST 2,500 HOURS,WITH NO VISIBLE EXHAUST FANS CORROSIVE EFFECTS,WHEN TESTED IN A SALT SPRAY AND FOG ATMOSPHERE IN ACCORDANCE WITH ASTM D. RETURN GRILLES AND REGISTERS SHALL BE FIXED SINGLE DEFLECTION TYPE WITH OPPOSED BLADE B 117-95 TEST PROCEDURE. DAMPERS. A FURNISH AND INSTALL WHERE SHOWN ON THE PLANS,COOK GREENHECK PENN OR EQUAL EXHAUST FANS H. UNITS WITH COOLING COILS SHALL INCLUDE DOUBLE SLOPED 304 STAINLESS STEEL DRAIN PANS. OF TYPE AND SIZE AS INDICATED. FANS SHALL BE EQUIPPED WITH HOUSINGS WEATHER-STRIPPED FOR -f WALL MOUNTING OR WTH A BASE FOR ROOF MOUNTING AND FLASHING. ROOFTOP UNITS 1. UNIT SHALL BE PROVIDED WTH BASE DISCHARGE AND RETURN AIR OPENINGS.ALL OPENINGS THROUGH THE BASE PAN OF THE UNIT SHALL HAVE UPTURNED FLANGES OF AT LEAST 1121NCH IN HEIGHT AROUND THE B. ALL FANS SHALL BE EQUIPPED WITH THE ACCESSORIES AS OUTLINED ON THE DRAWINGS AND SCHEDULES. QUALITY ASSURANCE OPENING. O 6 A. PACKAGED AIR-COOLED CONDENSER UNITS SHALL BE CERTIFIED IN ACCORDANCE WITH gNSI/AHRI J. UNIT SHALL INCLUDE LIFTING LUGS ON THE TOP OF THE UNIT, C. ROOF AND WALL OPENINGS,IF NOT PROVIDED IN THE STRUCTURAL FRAMING,MUST BE CUT AND FRAMED BY STANDARD 3401360 PERFORMANCE RATING OF COMMERCIAL AND INDUSTRIAL UNITARY AIR-CONDITIONING THE CONTRACTOR. AND HEAT PUMP EQUIPMENT. K UNIT SHALL INCLUDE INTERIOR CORROSION PROTECTION WHICH SHALL BE CAPABLE OF NATHSTANDING AT LEAST2,500 HOURS,WITH NO VISIBLE CORROSIVE EFFECTS,WHEN TESTED IN A SALT SPRAY AND FOG D. FLUES AND EXHAUST FANS SHALL BE INSTALLED A MINIMUM OF 10 FEET AWAY FROM FRESH AIR INTAKE AS Z B. UNIT SHALL BE CERTIFIED IN ACCORDANCE WITH UL STANDARD 1995/CSA C22.2 NO.236,SAFETY STANDARD ATMOSPHERE IN ACCORDANCE WITH ASTMS 117.9 TEST PROCEDURE,AIR TUNNEL,FANS AND DAMPERS APPLICABLE. ————L FOR HEATING AND COOLING EQUIPMENT. SHALL ALL INCLUDE THE CORROSION PROTECTION. p CONTROLS Z S: C. UNIT AND REFRIGERATION SYSTEM SHALL COMPLY WITH ASHRAE 15,SAFETY STANDARD FOR MECHANICAL ELECTRICAL REFRIGERATION. A. PROVIDE FACTORY CONTROLS AS INDICATED ON DRAWINGS FOR ROOFTOP PACKAGE HVAC UNITS. aZ i A.UNIT SHALL BE PROVIDED WITH FACTORY INSTALLED AND FACTORY WIRED,NON-FUSED DISCONNECT o O D. UNIT ENERGY EFFICIENCY RATIO(EER)SHALL BE EQUAL TO OR GREATER THAT PRESCRIBED BY ASHRAE 90.1, SWITCH. B. MISCELLANEOUS CONTROLS-PROVIDE SMOKE DETECTORS AND ALL NECESSARY SWITCHES,SENSORS, Y a1 r ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RI6E RESIDENTIAL BUILDINGS. RELAYS TO TO ENSURE A COMPLETE AND OPERABLE SYSTEM,IN COMPLIANCE WITH ALL CODE d1 d B. UNIT SHALL BE PROVIDED WTH FACTORY INSTALLED AND FACTORY WIRED 115V,13 AMP OR OUTLET REQUIREMENTS. E. UNIT SHALL BE SAFETY CERTIFIED BY ETL AND ETL US LISTED.UNIT NAMEPLATE SMALL INCLUDE THE DISCONNECT SWITCH IN THE UNIT CONTROL PANEL. • W 'i ETL/ETL CANADA LABEL. C.UNIT SHALL BE PROVIDED WITH BLOWER AUXILIARY CONTACTS ON THE LOW VOLTAGE TERMINAL BLOCK C.REFER TO HVAC DRAWINGS FOR CONTROLS TO BE PROVIDED FOR REMAINING AND MISCELLANEOUS HVAC Z N SUBMITTALS WHICH CLOSE WHEN THE SUPPLY FANS ARE ENERGIZED. EQUIPMENT. 016, Q `^ m m A PRODUCT DATA:LITERATURE SHALL BE PROVIDED THAT INDICATES DIMENSIONS,OPERATING AND SHIPPING SUPPLY FANS END OF HVAC SPECIFICATIONS WEIGHTS,CAPACITIES,RATINGS,FAN PERFORMANCE,FILTER INFORMATION,FACTORY SUPPLIED -•(L M Q y n ACCESSORIES,ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS.INSTALLATION, A.UNIT SHALL INCLUDE DIRECT DRIVE,UNHOUSED,BACKWARD CURVED.PLENUM SUPPLY FANS. �W_L d1 OPERATION AND MAINTENANCE MANUAL WTH STARTUP REQUIREMENTS SHALL BE PROVIDED. B. BLOWERS AND MOTORS SHALL BE DYNAMICALLY BALANCE AND MOUNTED ON RUBBER ISOLATORS. �MM W W B. SHOP DRAWINGS:UNIT DRAWINGS SHALL BE PROVIDED THAT INDICATE ASSEMBLY,UNIT DIMENSIONS, CONSTRUCTION DETAILS,CLEARANCES AND CONNECTION DETAILS.COMPUTER GENERATED FAN CURVES C. MOTORS SHALL BE PREMIUM EFFICIENCY ODP WTH BALL BEARINGS RATED FOR 200.000 HOURS SERVICE W d)w Z s FOR EACH FAN SHALL BE SUBMITTED WITH SPECIFIC DESIGN OPERATION POINT NOTED.WRING DIAGRAM WITH EXTERNAL LUBRICATION POINTS. ^W Q a ^"- SHALL BE PROVIDED WITH DETAILS FOR BOTH POWER AND CONTROL SYSTEMS AND DIFFERENTIATE 0 Y m o m BETWEEN FACTORY INSTALLED AND FIELD INSTALLED WRING. D. VARIABLE FREQUENCY DRIVES SHALL BE FACTORY WIRED AND MOUNTED IN THE UNIT.FAN MOTORS SHALL BE PREMIUM EFFICIENCY. DELIVERY,STORAGE,AND HANDLING COOLING COILS V A. UNIT SHALL BE SHIPPED WTH DOORS SCREWED SHUT AND OUTSIDE AIR HOOD CLOSED TO PREVENT DAMAGE DURING TRANSPORT AND THEREAFTER WHILE IN STORAGE AWAITING INSTALLATION. A. EVAPORATOR COILS m B. FOLLOW INSTALLATION,OPERATION AND MAINTENANCE MANUAL INSTRUCTIONS FOR RIGGING,MOVING,AND 1.COILS SHALL BE DESIGNED FOR USE WITH R410A REFRIGERANT AND CONSTRUCTED OF COPPER G T m Q UNLOADING THE UNIT AT ITS FINAL LOCATION. TUBES WITH ALUMINUM FINS MECHANICALLY BONDED TO THE TUBES AND 304 STAINLESS STEEL END o CASINGS.FIN DESIGN SHALL BE SINE WAVE RIPPLED. �j1 LL LL C. UNIT SHALL BE STORED IN A CLEAN,DRY PLACE PROTECTED FROM CONSTRUCTION TRAFFIC IN 2.COILS SHALL HAVE INTERLACED CIRCUITRY AND SHALL BE 6 ROW HIGH CAPACITY. Q ACCORDANCE WITH THE INSTALLATION,OPERATION AND MAINTENANCE MANUAL. 3.COILS SHALL BE HELIUM LEAK TESTED. Q O 4.COILS SHALL BE FURNISHED WTH FACTORY INSTALLED THERMOSTATIC EXPANSION VALVES. BHFET KAM WARRANTY II G REFRIGERATION SYSTEM HVAC A. MANUFACTURER SHALL PROVIDE A UMITED'PARTS ONLY'WARRANTY FOR A PERIOD OF 12 MONTHS FROM SPECIFICATIONS I I THE DATE OF EQUIPMENT STARTUP OR 18 MONTHS FROM THE DATE OF ORIGINAL EQUIPMENT SHIPMENT A.UNIT SHALL BE FACTORY CHARGED WTH R410A REFRIGERANT. FROM THE FACTORY,WHICHEVER IS LESS.WARRANTY SHALL COVER MATERIAL AND WORKMANSHIP THAT PROVE DEFECTIVE,WTHIN THE SPECIFIED WARRANTY PERIOD,PROVIDED MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION,OPERATION AND MAINTENANCE HAVE BEEN FOLLOWED,WARRANTY EXCLUDES PARTS ASSOCIATED WTH ROUTINE MAINTENANCE,SUCH AS BELTS AND FILTERS. DWG NO,IILA MANUFACTURER FROM A I EXPANDED EXPANDED T EXISTING 2 j GENERAL NOTES STOCK OOM BEVERAGE S ® GOO FREEZER I A. RCOORDINATE EMOVED OR RELOCATED.DES AS TO EXTENT OF EQUIPMENT BEING Jeffrey Iw III I -i p I B. EXISTING CONDITIONS. EQUIPMENT, MATERIALS&SIZES ARE SHOWN FOR REFERENCE ONLY.VERIFY EXISTING CONDITIONS AND BRING Taylor AK PANY RIOR ISCREP CIES TO THE ENGINEER'S ATTENTION IN WRITING TO Architect • ® ® o.- - �O O I C. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 572 North Broadway o rFF-1 MECHANICAL DEMOLITION WORK FOR THIS PROJECT WHETHER OR White plains,N.Y. 10903 EXISTING /(Ex) O NOT SPECIFICALLY INDICATED ON THIS OR OTHER DEMOLITION M N'5 OOM o PLANS.THIS WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE tel 914 289 0011 �IX) _ 'T --------�_________� DISCONNECTION, REMOVAL AND DISPOSAL OF: ROOFTOP UNITS, las 914 289 0022 WI I CONDENSING UNITS, ETC. PER THE SCOPE OF WORK OF THIS _ C W2c- _ (IX) F{t-_-_--_ __711U/pjiG PROJECT. EnergySq U8red MODIFIED 10 C 1�T' II • 325 CFM •�y�(( 3f1B_ • E%IBTING 1 E%PAN510N DEMO CO O II r w i i fj_Z�%25 CFM II_I_i ;•TY-1328 C. o TOE ^ OM D. INTERRUPT NORMAL EO OPERATIONS. REMOVAL AND FOFMTEMS THAT WILL l' 0 '- II - { I ® CAUSE ANY TYPE OF TEMPORARY SHUTDOWN SHALL BE PERFORMED Ivs _. ,z 1e 12 -Tr�r--rl� i x "�-1- 113��+-� - _••____-•••____ DURING PREMIUM TIME OR OFF HOURS AND SHALL BE SCHEDULED EXISTING t �Ex) I - -(IX) WITH TRADER JOE'S FIELD REPRESENTATIVE, mar amwvons _________________ .r Ii , ® uc UJO ENS 00 5 c T ->IriD �_ I I sW18 (EI) - - E. DISCONNECT, RELOCATE OR REMOVE MECHANICAL EQUIPMENT AS MO INDICATED BY PANS OR AS REQUIRED BY CHANGES IN ® ® (EX) I 5 CONSTRUCTION.125)CFM NR 1 _ (IX)RN- O • F. ALL ITEMS BEING RELOCATED ARE TO BE DONE UNDER A SEPARATE • ® I PERMIT. or: ull — -� g SEX - ----- G. G.C.TO COORDINATE PHASING WITH TRADER JOE'S REPRESENTATIVE. /—_—_�_ _—_—_—_—_—_—_ _— 50o c�M +— 3 c - 225 CFM (IX) l ---- H. G.C.TO REUSE IXISITNC DUCTWORK WHERE POSSIBLE. • rR-Yq ) I 1 • • •6 400 CFM I ---------711111111111�1„-hIX CFM 4'=� I. ALL EQUIPMENT AND DUCTS SHOWN IN HATCHED AREA TO BE REMOVED. CAP DUCT OPENING. J. CONTRACTOR MUST VISIT THE SITE TO CAREFULLY EXAMINE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO 1 ______________t1 __�__t_ _ i 94 r •----------------------------------------------------Tr--- __ BIDDING. SUBMISSION OF A PROPOSAL WILL BE CONSIDERED AS f(�:6 C- • CFM IXi r� - --#----- - I(IIIIIII[m] EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN PERFORMED. 50 CFM 2015.12.23 (2-WAY) n011. ; `1(E() LATER CLAIMS FOR EXTRA LABOR OR MATERIALS REQUIRED DUE TO 100 CFM DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 2 • 1110 ;Y • 300 CF [wa- I I (IX) I T; O e J aoo c o)c ](4-1 12041,�; MECHANICAL KEY NOTES -� D — - --�+---- - -- - _ --- —-—-— ---.-- -- a--- -- l - - =_ $II�3 -- ----- --- -�r-;------ - I -(tom}- t- ' --- ------ ---- Z 1. LANDLORD TO REMOVE ALL EXISTING,AIR DEVICES, DUCTWORK AND I I D( • - i i CONTROLS IN THIS AREA.THE EXISTING RTU TO REMAIN. t 241 E A�__ X I ___ _ __ _ __ _ ) jsC X 2ox7 I, IX)t 12 -I i_ __==LLi� _ _ _ 2. MECHANICAL CONTRACTOR SHALL REMOVE EXISTING ROOFTOP UNIT 19 I II e I �� - }�-- - ---- --- � �' • Ix11 AND REPLACE WITH NEW CES UNIT PER SCHEDULE. INSTALL NEW -1, I I i • I�I •I UNIT ON EXISTING ROOF CURB USING CURB ADAPTER. REFER TO 4' MECHANICAL& ELECTRICAL NOTES FOR ADDITIONAL INFORMATION. Y I0 D it 400 c 300 CFM ----- -K - -- - - - EX)S C — -- --- —.I —i �t--- _ - R ICE f___ ____ I • A� 00 CFM (IX) I 1 J I I(IX) ® O EXISTING ® f 40o CFM , I (IX) __________________ p__________(Ex)___t_,LLr EXPANDED A S A EA • i ; 1 = 3co cFM III A 5 A I•I M)I • i i j II W Y I I W. 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IFWII i I-IVAC DEMOLITION PLAN HVAC PLATFORM DEMOLITION PLAN SC-LE,Va".T-m• W.dLE,I/0",P-0" A PLUMBING GENERAL NOTES PLUMBING FIXTURE/EQUIPMENT SCHEDULE 1. DO NOT SCALE FROM THESE DRAWINGS. MARK TYPE QTY. WASTE VENT CW HW MANUFACTURER/MODEL REMARKS t�m 2. DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFIC WRITTEN APPROVAL FROM THE ARCHITECT OR ENGINEER. STAINLESS STEEL HAND SINK WITH SPLASH MOUNT, GOOSENECK FAUCET INCLUDED AND BASKET Jeffrey 3. ALL INDICATED WORK SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED. P-1 HAND SINK 2 2" 1-1/2" 1/2" 1/2" TURBO AIR /TSS-1-H STRAINER (INCLUDED). NSF APPROVED. FURNISH AND INSTALL MV-1. SINK FURNISHED BY TENANT, INSTALLED BY PLUMBING CONTRACTOR. Taylor a. ALL DOMESTIC WATER FIXTURES,VALVES,AND BFP's SHALL BE LEAD-FREE IN ACCORDANCE WITH NATIONAL CODES. TURBO AIR TSCS-3-23 STAINLESS STEEL 3-COMPARTMENT SINK WITH PRE-RINSE UNIT AND SPRAY VALVE, WALL MOUNT. y + 5. REFER TO THE WRITTEN SPECIFICATIONS IN CONJUNCTION WITH THE PLANS FOR FULL PROJECT SCOPE. IT IS THE RESPONSIBILTIY P-2 '3-COMPARTMENT 1 2" 1-1/2" 1/2" 1/2" T&S / 82187; NSF APPROVED. Architect OF THE PLUMBING CONTRACTOR TO REVIEW THESE PLANS AND SPECIFICATIONS, AS WELL AS THE RELATED HVAC, FIRE SINK 1.42GPM FURNISHED BY TENANT, INSTALLED BY PLUMBING CONTRACTOR. PROTECTION, ELECTRICAL, STRUCTURAL,ARCHITECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWING TO BECOME FAMILIAR SELF-RIMMING #18 GAUGE TYPE 304 STAINLESS STEEL, SINGLE BOWL SINK, 3-HOLES, WITH GOOSENECK FAUCET 572 North Broadway WITH THE FULL PROJECT SCOPE. IN ADDITION,THIS CONTRACTOR MUST COORDINATE WITH A TENANT REPRESENTATIVE TO FULLY p_3 EMPLOYEE SINK 1 2" 1-1/2" 1/2" 1/2• ELKAY/ CELEBRITY CR2521 AND 2-WRIST BLADE HANDLES, BASKET TYPE STRAINER, POLISHED CHROME P-TRAP & SUPPLY STOPS. PROVIDE PIPE White Ply N.Y. 10803 UNDERSTAND Al REQUIREMENTS WHICH MAY NOT BE SPECIFIED HEREIN AND WHICH THE TENANT MAY CONSIDER PART OF THIS SYMMONS / SYMMETRIX S-245-5-LWG PROTECTION TO COMPLY WITH ADA AND ANSI A117.1 GUIDELINES. FURNISH AND INSTALL M1V-1. tel 914 269 0011 CONTRACT. DURING THE COURSE OF CONSTRUCTION COORDINATION AND ACTUAL CONSTRUCTION, IT IS THE RESPONSIBILITY OF fax 914 289 0022 THE PLUMBING CONTRACTOR TO WORK CLOSELY WITH ALL ACCOMPANYING CONTRACTORS AND TRADESMEN IN ORDER TO ENSURE GREASE RECESSED GREASE INTERCEPTOR, 35 GPM, 70 LBS. GREASE CAPACITY, WITH FLOW CONTROL FITTING. REFER TO A SMOOTH RUNNING AND CAREFULLY COORDINATED INSTALLATION.ANY DISCREPANCIES OR INADEQUACIES WITHIN THESE BID p_q INTERCEPTOR 1 3• 2" - - SCHIER/ PATG-35-LO ARCHITECTURAL PLANS FOR FLOOR TYPE/FINISH. DOCUMENTS OR DISCREPANCIES BETWEEN THESE BID DOCUMENTS AND THE RELATED HVAC, FIRE PROTECTION,ELECTRICAL, Energy Squared STRUCTURAL,ARCHTTECTURAL, INTERIOR DECOR AND SITE ENGINEERING DRAWINGS, OR BETWEEN THESE BID DOCUMENTS AND FIELD CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE TENANT,ARCHITECT AND ENGINEER PRIOR TO BID SUBMISSION. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS INCLUDING BUT NOT UMTIED TO MV-1 MIXING VALVE 9 - - 1/2" 1/2" POWERS / E480 NPT CONNECTION, FACTORY SET AT 1057, IN-LINE TYPE, LOCATED AT ALL HAND WASHING SINKS AND LAVATORIES v NATIONAL, CITY,STATE, LOCAL CODES AND ORDINANCES WHICH MAY BE IN EFFECT. ALL PLUMBING MATERIALS, INSTALLATION ATI®PT 8°lD1fONa PROCEDURES AND SYSTEM LAYOUTS SHALL BE APPROVED BY ALL APPLICABLE CODE ENFORCEMENT AUTHORITIES HAVING JURISDICTION,AND IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FLOOR SEE SEE 'r•�°^O0 AND APPROVALS FOR THIS INSTALLATION. FCO - - - JR SMITH / 4220 ROUND CAST IRON TOP TRACTOR COVER WITH SET SCREW AND GASKETED COVER. CLEAN-OUT PLAN PLAN 7. THE PLUMBING CONTRACTOR SHALL PROVIDE A COMPLETE SET OF RECORD "AS-BUILT" DRAWINGS INDICATING THE PRECISE LOCATION OF ALL SYSTEMS, EQUIPMENT CONCEALED OR EMBEDDED PIPING, PIPING CONNECTIONS AND ACCESS DOORS. THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES AND DEVIATIONS FROM BID DOCUMENTS. S. RUN Al DOMESTIC WATER,WASTE,VENT AND GAS PIPING AS HIGH AS POSSIBLE THROUGHOUT ENTIRE BUILDING. INSTALL LONG "pP RUNS OF PIPING WITHIN STEEL(JOIST) SPACE AND OTHER PIPING TIGHT TO BOTTOM OF STEEL. COORDINATE AND VERIFY WITH OTHER CONTRACTORS AS NOT TO INTERFERE WITH DUCTWORK, FIRE PROTECTION PIPING, LIGHTING SYSTEMS, ETC. ' 9. ALL EXPOSED HORIZONTAL AND VERTICAL PIPING SHALL BE INSTALLED IN A NEAT ARRANGEMENT IN LOCATIONS WHICH ARE THE MOST INCONSPICUOUS. VERTICAL DROPS SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND THEIR FINAL LOCATIONS SHALL BE COORDINATED AND RUN WITHIN CHASES, WALLS,SOFFITS WITH OTHER MECHANICAL/ELECTRICAL FEEDS. ALL SUCH LOCATIONS ARE TO BE REVIEWED WITH A TENANT REPRESENTATIVE AND ARCHITECT PRIOR TO INSTALLATION. FINAL CONNECTIONS TO ALL GAS FIRED APPLIANCES TO BE ETY THE PLUMBING CONTRACTOR. 10.FINAL CONNECTIONS TO GAS-FIRED EQUIPMENT SHALL BE MADE BY THE PLUMBING CONTRACTOR, REGARDLESS OF WHO PROVIDES APPLIANCE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO HVAC EQUIPMENT,COOKING EQUIPMENT, EMERGENCY GENERATORS 2016.02.04 AND DOMESTIC HOT WATER HEATERS. EACH PIECE OF EQUIPMENT SHALL BE PROVIDED WITH A DIRT LEG, LUBRICATED PLUG VALVE, UNION AND GAS SHUT-OFF VALVE. 11.ALL PLUMBING FIXTURES/APPLIANCES SHALL HAVE THEIR OWN INDEPENDENT SHUT-OFF VALVES, INSTALLED IN AN EASILY ACCESSIBLE AND CONVENIENT LOCATION. 12.ALL DOMESTIC WATER BRANCH LINES SHALL HAVE THEIR OWN RESPECTIVE SHUT-OFF VALVES. 13.DOMESTIC HOT WATER HEATER TEMPERATURE/PRESSURE RELIEF VALVES SHALL BE PIPED FULL SIZE TO THE NEAREST APPROVED STANDPIPE OR FLOOR DRAIN. THIS REQUIREMENT SHALL BE APPLICABLE TO ALL DOMESTIC WATER HEATERS EXCEPT INSTANTANEOUS WATER HEATERS. t 14.ALL LAVATORY HAND SINKS SHALL HAVE IN-LINE WATER TEMPERING VALVES INSTALLED SO AS TO BE EASILY ACCESSIBLE.THESE m d TEMPERING VALVES SHALL BE SET TO DELIVER HOT WATER AT 1057 F. a 15.ALL PLUMBING VENT LINES NOTED AS "V. UP"OR"VENT UP'SHALL BE CONNECTED TO THE NEAREST APPROVED*Y.T.R."OR a 'ENT THRU ROOF.' 16.WHERE APPLICABLE, DO NOT RUN VENTS THROUGH ROOF AT PRE-FINISH METAL ROOFING SYSTEMS, INSTEAD DIVERT VENT PIPING - pC TO RUN UP THROUGH FLAT MEMBRANE ROOF. VENTS THROUGH ROOF SHALL NOT BE VISIBLE TO STORE CLIENTELE.VENTS IC THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 10'-0"FROM ALL FRESH AR INTAKES,COORDINATE EXACT LOCATION WITH MECHANICAL DRAWING. m 17.THE PLUMBING CONTRACTOR SHALL RUN OUT ALL BUILDING DRAINAGE AND WASTE LINES AND MAKE ALL CONNECTIONS TO SITE LEVEL SYSTEMS AS INDICATED ON BID DOCUMENTS. 18.COORDINATE ALL APPLIANCE/FIXTURE SCHEDULE I.D. NUMBERS WITH THE ARCHITECTURAL DRAWINGS FOR THE EXACT QUANTITY AND LOCATIONS. (" 19.ALL EQUIPMENT WITH DIRECT CONNECTIONS TO THE DOMESTIC WATER SYSTEM SWILL BE EQUIPPED WITH WATTS, N°.7 DUAL CHECK VALVE BACKFLOW PREVENTION DEVICE. 20.ALL FLOOR DRAINS IN MECHANICAL ROOMS AND BATHROOM SHALL BE EQUIPPED WITH AUTOMATIC TRAP PRIMERS. o C s o n 21.CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. { 22.VENTING BELOW FINISHED FLOOR SHALL BE SLOPED BACK TO THE DRAINAGE PIPE AT 1/8"PER FOOT AND SHALL NEVER BE _ - BELOW THE TRAP WEIR OF THE FIXTURE IT IS SERVING. MINIMUM SIZE FOR VENTS BELOW GRADE SHALL BE 2". 23.CONDENSATE LINES SHALL BE PITCHED AT NO LESS THAN 1/8"PER FOOT. y SYMBOLS AND ABBREVIATIONS FIXTURE BACKFLOW CODES&REGULATIONS Wq s O FLOOR CLEAN OUT BAN SANRARf PIPE PREVENTION DEVICE z0 d Gill GREASE WASTE PIPE 1 OCCUPANCY TYPE SUPERMARKET FLUSH VALVE FURNISHED WITH AN INTEGRAL FLOOR SINK —— —V— — ——VENT PIPE WATER CLOSET Z r VACUUM BREAKER 2015 COMMONWEALTH OF MASSACHUSETTS Q m Q CW COLD WATER SUPPLY PIPE 2 GOVERNING CODES 248 CMR 10.00: UNIFORM STATE (L W- rrn HAND WASHING SINKS I LAVATORIES AR GAP & REGULATIONS PLUMBING CODE X LU m O m FLOOR GRAIN -..-_-..-.--HW - - HOT WATER SUPPLY PIPE ) fu 2015 COMMONWEALTH OF MASSACHUSETTS �M Lu��- --------------HIM -----HOT WATER RETURN PIPE FAUCET FURNISHED WITH AN INTEGRAL VACUUM W Z SERVICEIMOP SINKS BREAKER 248 CMR ANAL AND 5GAS 200E NFPA n PIPE RISE OR DROP G GAS PIPE NATIONAL FUEL GAS CODE J Q Q s CD CONDENSATE PIPE A = m o --.-___-.. ---..-.. DRINKING FOUNTAIN I MASSACHUSETTS STATE BUILDING CODE, z WATER SHUTOFF VALVE -HW(E) - -IX6RNG HOT WATER SUPPLY PIPE ELECTRIC WATER COOLER AIR GAP BTH EDITION 8 CIRCULATION PUMP — — _ —gW E)- — — -IXISONG SANITARY WATER RETURN PIPE u u TRAP PRIMER FURNISHED MATH INTEGRAL BACKFLOW _ PREVENTER AND VACUUM BREAKER PORT. '---------------V(E)---------------EXISTING HYDRANTS,HOSE BIBB,WASH DOWN NC VENT FURNISHED WITH AN INTEGRAL VACUUM BREAKER M GAS VALVE FAUCET DRAWING INDEX AFT ABOVE FINISHED FLOOR NOTES: GG1 p Zm a III UNION 1, CONTRACTOR SHALL FURNISH AND INSTALL BACKFLOW PREVENTION DEVICES AT THE DRAWING DRAWING TITLE �il 9 z LL Q r OFF BELOW FINISHED FLOOR EQUIPMENT LISTED ABOVE. NUMBER mm K O O U 0 CONNECT TO EXISTING.CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF EXISTING 2. DEVICES LISTED ARE MANUFACTURED BY WATTS REGULATOR COMPANY,CONTRACTOR MAY BMEET NAME AND PROVIDE NECESSARY OFFSETS, FITTINGS AND MATERIALS AT SUBMIT AN EQUAL FROM ANOTHER MANUFACTURER FOR REVIEW. P-001 PLUMBING OVERVIEW SHEET NO ADDITIONAL COST,TO THE TENANT.COORDINATE ALL INVERTS AND LOCATIONS WITH UMBINC3 SHELL DRAWINGS. 3. CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL AUTHORITIES HAVING JURISDICTION. P-100 PLUMBING PLAN OVERVIEW SHEET P-200 PLUMBING DETAILS DWI.NO, P-300 PLUMBING SPECIFICATIONS P-4GO PLUMBING RISER DIAGRAMS PD-100 PLUMBING DEMOLITION PLAN EXISTING CONDITIONS NOTE fmb I EXPANDED EXPANDED IA EXISTING 2 I THE EXISTING PLUMBING SYSTEMS AS SHOWN ARE NOT AN 'AS-BUILT' CONDITION. THE GENERAL LOCATION AND STOCK >E BEVERAGE S ORIENTATION SHOWN ON THESE PLANS ARE t�m DIAGRAMMATIC ONLY AND ACTUAL CONDITIONS ARE TO BE I°y COO FREEZER DETERMINED IN Im III p RESPONSIBLE FOR EA FULL SITENIBNVESTGATION PRIORS TO T Jeffrey THE START OF CONSTRUCTION TO REVEAL THE COMPLETE Taylor SCOPE OF WORK. IF DISCREPANCIES ARE DISCOVERED, 7., PSEAK THE P.C. SHALL NOTIFY THE DESIGN ENGINEER. Architect o E® ® ROOM p ® 572 North nsBroadway EXISTINGo p I PLUMBING KEY NOTES-�x White Plai ,N Y. 10603 P1 N'S OOM tel 914 289 0011 mi — i. CONNECT PROPOSED 1" CW AND 1' HW TO THE EXISTING tez 914 28B 0022 W ° WATER SUPPLY OF EQUAL OR LARGER SIZE. CONNECT 3/4" MODIFIED ° o • MO HWR TO THE EXISTING HOT WATER RETURN UNE AS EnergySquared CO I O o REQUIRED. VERIFY LOCATIONS IN THE FIELD. ® RT ° OOM U 2. CONNECT THE PROPOSED 4' SAN TO THE EXISTING 4" ' (EXISTING 3 SANITARY. VERIFY LOCATION IN THE FIELD. SEE 'EXISTING � a M N'S ROOM ) 2 15 I ( CONDITIONS NOTE'. _ afi • ® ® ® STATIC x z ° �(EX)EX)SAN __V____j I 3 ° I DEMO • • --o-- I I 3. 1/2-CW & HW ON TO SINK. .m.anw...am.® W.S. 17 - _ —'-'�I _ I REFER EE../ 4. 2"SAN DN & 1-1/2-VENT UP FROM SINK. • BURROOM ENLARGMENT — — — — — — — 1 __ d______ _ ___ PLAN FOR PLUMBING 5. PROVIDE GREASE INTERCEPTOR ON SLAB BELOW SINK. — — — _ = WITHIN THIS AREA. REFER TO DETAIL ON SHEET P 200. "ov ° (E) HWR (E%)G ire 6. 2"VENT UP WALL. CAP 7. 1-1/2-VENT UP WALL FROM FLOW CONTROL VALVE. REFER • w. v — — — ��.I1 c • G TO DETAIL ON SHEET P-200. o • ,4 VERIFY GAS PIPE 14 WASTE DRAIN FROM 3 COMPARTMENT SINK'S �-� 8. ROUTE 2" SIZE FIELD. WASH AND RINSE BOWELS TO THE GREASE INTERCEPTOR. 2016.02.04 Ile • \ ° RTU (I EXISTING PLATFORM REFER TO DETAIL ON SHEET P-200. ® \ EQUIPMENT TO REMAIN. NO 9. ROUTE 2"WASTE DRAIN FROM 3 COMPARTMENT SINK'S II - /(N// • // / / •// RTU ° • II PLUMBING SCOPE OF WORK. SANITIZE BOWEL TO THE SANITARY, 2"VENT UP WALL. g r//n��}� II ® �y / /// /—J// • L(4 II — — — — — — — 10 THE FIELD. EXISTING 3'VTR. VERIFY BUILDING VENT IN 11. 3/4' BALANCING VALVE. PROVIDE ISOLATION VALVES AS REQUIRED. MODIFIED t / // ° // / // • • I ' Q p ATFO 12. 3/4' H&CW DN TO COMPARTMENT SINK. PROVIDE WATTS m / // • ' la ' SERIES 7 CHECK VALVES AS REQUIRED. qC 13. REFER TO PLUMBING PLAN ON THIS SHEET FOR Y CONTINUATION. I • O I 14. P.C. SHALL DISCONNECT AND CAP THE EXISTING GAS SUPPLY LINE DEDICATED FOR THE NEIGHBORING TENANTS / // //•/ // ° • ° (EX) ' ' TROOF TOP UNIT HI TO BE HE TRADER JOE STAKES OVER SPACE. SERVE RE-ROUTE NEW II / �� NEW LOCATION OF ' GAS UNE OF EQUAL SIZE AND CONNECT TO THE EXISTING z OCf NATCN DOOR TRADER JOE'S METERED GAS SERVICE SUPPLY R EQUAL C — 1e — — — — e� — — — — — — OR LARGER SIZE. COORDINATE WITH HVAC CONTRACTOR FOR • U / _ — ADDITIONAL LOCATIONS PIPING IP HE WORK FIELD SCOPE. VERIFY EXISTING GAS V' f11 (N1 15. NO PLUMBING LINES SHALL RUN WITHIN 10 FEET OF POS CABINET. u • ° I PLUMBING PLATFORM PLAN S EXISTING ° 4 EXPANDED ALE,VH"°1'-m' 16. P.C.SHALL RECONNECT THE EXISTING GAS SUPPLY TO THE PROPOSED n A.SA SA A SALES A® A NEWS' _ mI • I z • — — — — — • — • — — _ I 4 6 7 8 9 z � � • I _ v m — •— — — — — S S I 4 FCO • I -�- �_ - �_-__- --- 2_ 5 • w • I - z FQQNt z • • I� 13 4 O d) m m • • - e QLu � V � • [IL W°n R _ lu ® WWQW • • • 0 ® G I DEMO / BREAKROOM A ° ENLARC=EMENT SANITARY LAN m� -X m r A 77 a 44 SCALE:V4°•I'-0° EXISTING I � m M - ST U G _J� s a� m Q mm I I I C 12 Q 0 � i LL _ 0 0 `J ® REF. 3 SWEET NAM UPL MBING 1"GW j ,"CW -I� PLAN 1"HW 1'HW - 3/4'HWR 3/4"HWR -� DEMO / BREAKROOM FLUMBING PLAN ENLARGEMENT WATER PLAN SCALE!VS°•P-m° SCALE:114°"I'-m° _ /-ALL-THREAD ROD - ALL-THREAD ROD - ALL-THREAD ROD WATTS LFN9TION BACK-FLOW = / - P S VEMION DEVICE, FIELD / - - i SET OF 1' HOLES IN BY THE P.C. e FOR FAUCET(8" O.C.) EXPANSION ANCHOR BOLT Jeffrey �r11/2-VEM - _ = SELF-DRIWNG ANCHOR G .. d S/S BACKSPLASH VEE-BOTTOM _ ADJUSTABLE CLEVIS HANGER CONCRETE SLAB < e e Taylor CLEVIS HANGER SANITIZE RI71��[ _ ADJUSTABLE BAND HANGER - a °.d .< Architect a 572 North Broadway `G White Plains,N.Y. 10603 STANDARD tel 914 289 0011 1-5/8'S/S LEGS I p an fez 914 2B9 0022 PIPE METAL DECK �LOCKWASHER CONCRETE5/S ADJ.BULLET FEET 2"CAS W/DOUBLE NUTS - THREADED HANGER ROD EnergySquared THREADED ROD _ min FLOW CONTROL J FITTING / 3'TO SANITARY MAIN 3"TO SANITARY MAIN) CONCRETE SLAB W/METAL DECK CONCRETE BEAM UNINSULATED PIPE UNINSULATED PIPE FRONT ELEVATION 18 GAV . GALVANIZED SUPPORT CHANNEL CONNECTIONS TO CONCRETE 2"AND SMALLER 2Y2'AND LARGER -BEAM 'c'CLAMP UNINSULATED PIPE-PLASTIC NOTES: UNINSULATED PIPE-COPPER& I-BEAM "C' CLAMP � 1. SINKS TO BE 16 GAUGE 304 STAINLESS STEEL. STEEL "OP 2. DRAINAGE PIPING SHALL BE COPPER DWV, UNLESS PROHIBITED BY LOCAL NOTE: FOR COPPER TUBE WHERE HANGER IS IN DIRECT CONTACT WITH BARE � +� JURISDICTION. PIPE, HANGER SHALL BE PROVIDED WITH NON-METALLIC COATING. 3 3. PLUMBING CONTRACTOR TO ADJUST ALL SINK LEGS TO MAKE SINK DECK LEVEL. ALL-THREAD ROD _ ALL-THREAD ROD ALL-THREAD ROD 4. P.C.TO VERFIY THAT MANUAL WAREWASHING/DISHWASHING SINKS ACHIEVE STRUCTURAL STEEL BEAM THREADED ROBS ` A MINIMUM TEMPERATURE OF 120•F WITHIN 60 SECONDS. THREADED ROD 3-COMPARTMENT SINK DETAIL = _ ADJSTABLE STEEL YOKE ADJUSTABLE CLEVIS HANGER - ADJSTABLE STEEL YOKE 2015.12.23 NO SCALE PIPE ROLL HANGER PIPE ROLL HANGER PIPE INSULATION PIPE PIPE INSULATION PIPE PIPE STEEL BEAM OPEN WEB JOIST PIPE INSULATION WALL PIPE PROTECTION PIPE PROTECTION SADDLE CONNECTIONS TO STEEL STEEL LSLEE VE SIZED SADDLE (12- LONG) (12- LONG) TO UDE ATTACHMENT DETAILS GALVANIZED SHEET METAL SHIELD-16 rA NO SCALE i l (12 LONG) �-1/2-PIPE INSULATION 2" AND SMALLER 2}72" AND LARGER COPPER TUBE HANGER ROD SCHEDULE PLASTIC PIPE HANGER ROD SCHEDULE INSULATED PIPE-PLASTIC INSULATED PIPE-COPPER&STEEL NOMINAL PIPE SIZE ROD DIAMETER MAX.SPACING NOMINAL PIPE SIZE R00 DIAMETER MAX.SPACING =it SEISMIC BRACING NOTES: Yt TO 3'a 5 Fr. )1'TO�'4 4 FT. SINGLE PIPE HANGER DETAILS A) THE FOLLOWING SYSTEMS MUST BE BRACED: 1'TO 1Ya' 7 FT. I"TO 1Ya' 36" 5 FT• 1) FOR GAS AND ALL PIPING 1" NOMINAL DIAMETER AND LARGER; lye-TO 2' 8 FT. %"TO 2' 6 Fr. NO SCALE 2) PIPING IN MECHANICAL ROOMS, 1-1/4" IN DIAMETER AND LARGER; 2y2. - g F7, 2}2"70 4' )�• 7 FT. 3) ALL PIPING 2-1/2" NOMINAL DIAMETER AND LARGER. 6")�" ` ' 8 FT. B) TRANSVERSE AND VERTICAL BRACING SHALL OCCUR AT 40 FT. INTERVALS (MAX) 3• 10 FT. p AND LONGITUDINAL BRACING AT 80 FT. INTERVALS (MAX). 4" Y2• 12 Fr. 8' 3/4' 9 FT. C) BRACING IS NOT REQUIRED FOR PIPING SYSTEMS SUSPENDED BY HANGERS 12 IN. 6" 14 FT. o PIPE SLEEVE DETAIL OR LESS IN LENGTH AS MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM 8' 1 44 16 Fr. o OF THE SUPPORT WHERE THE HANGER IS ATTACHED. 1 NO SCALE z Z� e d a a Fri WoN we %Fd)a m XW � +R Sm_ MI LU q Ao = m d°of s �U.1� € s aNWT NAM PLUMBING DETAILS DWG.NO. F520tok PLUMBING SPECIFICATION GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS.ALL CITY AND LOCAL CODES.AND NFPA-13 AND 14(FOR 2.THE ARCHITECT'S APPROVAL OF SUCH DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DIVISION 15 - MECHANICAL FIRE PROTECTION SYSTEMS). IF NECESSARY,THIS CONTRACTOR SHALL EMPLOY SERVICES OF A QUALIFIED AND LICENSED DEVIATIONS FROM PLANS OR SPECIFICATIONS. SECTION 15100- PLUMBING SEISMIC RESTRAINT ENGINEER.THE COST OF THE ENTIRE SEISMIC RESTRAINT DESIGN AND INSTALLATION SHALL BE INCLUDED IN THE PRIMARY CONTRACT PRICE. 3. CHECKING OF SHOP DRAWINGS IS ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS Jeffrey 15100.01 GENERAL B. ALL PIPING SHALL BE FURNISHED PER FOLLOWING SCHEDULES: TO BE CONFIRMED AND CORRELATED AT THE JOB SITE(NOT FOR INFORMATIONO THAT PERTAINS SOLELY TO THE FABRICATION Taylor Y A. PROVISIONS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL AND ELECTRICAL 1. SERVICE SIZE PIPE FITTINGS UNIONS FLANGES JOINTS UNDERGROUND SEWERS, DRAINS AND VENTS INSIDE BUILDING. PROCESSES OR TO TECHNIQUES OF CONSTRUCTION), AND FOR COORDINATION F THE WORK B ALL TRADES. Tayl CONTRACTS, WHETHER ATTACHED HERETO OR NOT,SHALL GOVERN ALL WORK UNDER THIS SECTION. 3"AND LARGER SERVICE WEIGHT CAST IR R ON CS 188-66, HUB AND SPIGOT- NEOPRENE GASKETS C5188-66,WASTE AND 4. NO SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECTS UNTIL THEY HAVE FIRST BEEN CHECKED AND APPROVED y, VENT(ABOVE GRADE)ALL SERVICE WEIGHT CAST IRON CISPI 301 GALVANIZED WROUGHT IRON OR STEEL NO HUB BY THE CONTRACTOR. Architect 15100.02 INTENT GALVANIZED FITTINGS - NO HUB COUPLING W/NEOPRENE SLEEVE.CISPI 1. " 5.APPROVALS FROM ENGINEER MUST BE OBTAINED PRIOR TO COMMENCING WORK. 572 North Broadway A IT IS INTENDED THAT THE WORK OUTLINED IN THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS PROVIDE FOR DOMESTIC COLD WATER OUTSIDE BUILDING BELOW GRADE) -ALL COPPER TUBE SEAMLESS TYPE"K"OR'L"SOFT TEMPER 6.THE FOLLOWING ITEMS SHALL BE SUBMITTED: white Plains,N.Y. 10603 ASTM B75 ASTM B88 ASTM 251 ASTM B306 CAST BRONZE SOLDER JOINT PRESSURE FITTINGS- SOLDERED TO SUITE THE COMPLETE PLUMBING SYSTEM. PIPE ASTM B32. 1. INSULATION tel 914 289 0011 2. ALL DRAINS zl 914 289 0022 S.THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND EXTENT OF THE WORK TO BE DONE. EXACT LOCATION AND 3, VALVES ARRANGEMENT OF ALL PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES. DOMESTIC COLD WATER AND HOT WATER INSIDE BUILDING(BELOW GRADE)-ALL COPPER TUBE SEAMLESS TYPE "K'ASTM q, ALL ITEMS CONSIDERED PLUMBING FIXTURES AND ACCESSORIES UNLESS INDICATED "N.I.C."ON THE DRAWINGS. B75 ASTM BBB ASTM B251 NO FITTINGS ALLOWED BELOW GRADE. EnergySquared ' C. PLANS ARE SUBJECT TO SUCH MODIFICATIONS AS MAY BE NECESSARY AT THE TIME OF INSTALLATION IN ORDER TO MEET CONSTRUCTION CONDITIONS. ANY ADJUSTMENTS SHALL BE MADE BY THE PLUMBING CONTRACTOR WITHOUT EXTRA CHARGE DOMESTIC COLD WATER INSIDE(ABOVE GRADE) - 3'k SMALLER COPPER TUBE SEAMLESS TYPE 'L"HARD TEMPER ASTM 15100.13 SUBSTITUTIONS AFTER OBTAINING APPROVALS. B-88 COPPER ASA B16.22 CAST BRONZE#150 816.18 OR WROUGHT CONNECT TO STEEL OR IRON WITH DIELECTRIC ADAPTORS.SWEAT ENDS UNION,ANTIMONY BRASS GROUND JOINT. SOLDERED 95-5 TIN (LEAD CONTENT CERTIFIED LESS THAN 1. WHERE MANUFACTURER'S NAMES, CATALOG NUMBERS,OR TRADE NAMES APPEAR IN THE DRAWINGS AND SPECIFICATIONS, a•�,o e„e,,,,,,,o,� 0.2%)ASTM 832. IT IS NOT THE INTENT TO RESTRICT OR EUMINATE COMPETITION, BUT MERELY TO ESTABLISH THE QUALITY OR MATERIAL er�cr w¢o>sat® 15100.03 SCOPE OF THE WORK REQUIRED. uc GAS PIPING (ABOVE GRADE)- 4'AND UNDER BLACK STEEL SCH.40 WELDED OR SEAMLESS ASTM A120 150/)BLACK ��• "°@ A. FURNISH,INSTALL,TEST AND WARRANTY A COMPLETELY OPERABLE PLUMBING SYSTEM INCLUDING BUT NOT LIMBED TO MALLEABLE IRON SCREWED ANSI B16.3 BUSHINGS PROHIBITED DART#0832 UNIONS THREADED ANSI/ASME 81.20.1. 2. PRIOR TO BID SUBMISSION,ANY PROPOSED SUBSTITUTIONS WHICH ARE INTENDED MUST CONFORM WITH THE �tr1m� 1e1 w,�e WATER SUPPLY, SOIL, WASTE,VENT, PIPING INSULATION,TEMPORARY UTILITIES AND WATER TREATMENT. WORK COVERED BY REOUIREMENTS OF THE SPECIFICATIONS. THESE SUBSTITUTIONS MUST BE SUBMITTED,WITH COMPLETE INFORMATION,TO THE •�w�=� THIS SPECIFICATION INCLUDES FURNISHING AND INSTALLING NEW SYSTEMS,AS WELL AS ALTERING AND MODIFYING THE GAS PIPING(ABOVE GRAD 5"AND LARGER BLACK STEEL SCHED. 40 ASTM A120 BUTT WELDED FORGED STEEL BUTT ENGINEER FOR APPROVAL. EXISTING PLUMBING SYSTEMS THROUGHOUT THE MERCANTILE FACILITY. THE PLUMBING CONTRACTOR SHALL REUSE AS MUCH E)- AS POSSIBLE OF THE EXISTING PLUMBING SYSTEMS. ALL WORK SHALL BE IN COMPLETE COMPLIANCE WITH THE LOCAL AND WELDED SCHED.40 ANSI B16.9 150# FORGED STEEL, FLAT FACED,WELONECK TYPE FLANGES ANSI B16.5 BUTT WELDED. STATE BUILDING CODE, LOCAL AND STATE DEPARTMENT OF HEALTH, LOCAL AND STATE DEPARTMENT OF ENVIRONMENTAL 15100.14 GUARANTEES PROTECTION AND OTHER AGENCIES HAVING JURISDICTION. C.VALVES Jel'' 1 WATER 1. VALVES SHALL BE AS MANUFACTURED BY CRANE, NIBCO OR GRINNNELL. VALVES SHALL BE BRONZE, SCREWED,GATE 1. THE PLUMBING CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION OF ALL WORK IN ACCORDANCE +�+ PATTERN, FOR 175(j W.W.P. WITH THE REQUIREMENTS OF LOCAL AND STATE BUREAUS AND AUTHORITIES HAVING JURISDICTION WITHOUT ADDITIONAL A. PIPE SIZES AS INDICATED ON THE DRAWING ARE MINIMUM SIZES ACCEPTABLE. EXPENSE OF THE TRADER JOE'S AND THE BUILDINGS OWNER. 2. SOLDERED OR SWEAT TYPE VALVES SHALL BE BRONZE WITH COPPER TO COPPER FOR TYPE"L"AND'K'COPPER 2, CHANGES OR ADDITIONS TO THE PLUMBING WORK SHOWN ON THE PLANS AS MAY BE REQUIRED IN ORDER TO ACHIEVE B.VALVES SHALL BE INSTALLED AT EACH BRANCH TO EQUIPMENT,AT FIXTURES NOT EQUIPPED WITH STOP VALVES AND TUBING FOR 150$ W.W.P. COMPLETE COMPLIANCE WITH THE CODES SHALL BE PART OF THIS CONTRACT. �K'""` WHERE SHOWN ON DRAWINGS. 3. VALVES SHALL BE INSTALLED AHEAD OF EACH GROUP OF FIXTURES. ON BOTH SIDES OF ALL WATER METERS,ON ALL 3. SECURE AND PAY FOR ALL APPLICATIONS,PERMITS AND LICENSING AS.MAY BE REQUIRED BY GOVERNMENTAL AGENCIES 2.INDIRECT WASTE AND SANITARY SEWERS SUPPLY LINES AND CONNECTIONS FOR EACH FIXTURE. FOR THE PERFORMANCE OF WORK UNDER THIS DIVISION. THIS REQUIREMENT SHALL NOT INCLUDE THE BUILDING PERMIT, A INDIRECT WASTE AND SANITARY DRAINAGE SYSTEMS SHALL BE PROVIDED AS SHOWN ON DRAWING. 4. VALVES SHALL BE PROVIDED WITH I.D. PLATES AND CHARTS AS REQUIRED. WHICH SHALL BE OBTAINED AND PAID FOR BY THE OWNER. 2015.12.23 B. VERIFY ALL INVERTS OF EXISTING SEWER LINES PRIOR TO BID SUBMISSION. IF ANY CONFLICTS EXIST BETWEEN THE D. PIPE HANGERS AND SUPPORTS 15100.15 TESTS, INSPECTIONS,AND APPROVAL NEW EQUIPMENT/PLUMBING SYSTEM AND EXISTING SYSTEMS THEY SHALL BE BROUGHT TO THE ATTENTION OF A TENANT REPRESENTATIVE REPRESENTATIVE AND THE ARCHITECT/ENGINEER PRIOR TO BID. 1. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS 70 KEEP IT IN ALIGNMENT AND PREVENT 1, MAKE SUCH TESTS OF THIS WORK AS ARE REQUIRED BY THE PLUMBING CODE OF THE AUTHORITIES HAVING SAGGING. JURISDICTION. C. ALL SANITARY OR WASTE LINES BELOW FLOOR SHALL BE 4'MINIMUM. SANITARY LINE LEAVING BUILDING SHALL BE AS 1,A COPPER TUBING SHALL BE SUPPORTED AT APPROXIMATELY 6'-0"INTERVALS FOR PIPING 1-1/4"INCHES AND INDICATED ON DRAWING. 2.ANY LEAKS, DEFECTS, OR DEFICIENCIES SHALL BE IMMEDIATELY REPAIRED OR MADE GOOD,AND TEST SHALL BE REPEATED SMALLER. UNTIL THE TEST REQUIREMENTS ARE FULLY COMPUED WITH. D. PROVIDE A COMPLETE VENT SYSTEM AS SHOWN ON DRAWING. ALL VENTS THROUGH ROOF (VTR) SHALL BE 3"MINIMUM R LA RGER AS MAY BE REQUIRED BY LOCAL CODE. THEY SHALL TERMINATE 24"MINIMUM ABOVE ROOF LINE. 1.8 CAST IRON SOIL PIPE SHALL BE SUPPORTED AT 5' INTERVALS AND BEHIND EVERY HUB. 3. A CERTIFICATE OF COMPLETION AND ACCEPTANCE FROM BUILDING DEPARTMENT AND LOCAL AUTHORITIES SHALL BE 2 VERTICAL PIPING SHALL BE SECURED AT SUFFICIENTLY CLOSE INTERVALS TO KEEP PIPE IN ALIGNMENT AND CARRY THE OBTAINED BY THE PLUMBING CONTRACTOR UPON COMPLETION OF ALL WORK PERFORMED UNDER THIS CONTRACT,AND . F. OFFSET VENTS,AS REQUIRED, SO V.T.R. IS MINIMUM OF 4'-0-FROM EDGE OF BUILDING. SUCH CERTIFICATES SHALL BE THEN GIVEN TO TRADER JOE'S AND THE BUILDINGS OWNERS. END OF PLUMBING � G. PLUMBING CONTRACTOR SHALL MODIFY,REMOVE OR RELOCATE ALL EXISTING PLUMBING SYSTEMS AS REQUIRED FOR THE WEIGHT OF PIPE AND CONTENTS.3.GAS PIPING IN BUILDINGS SHALL BE SUPPORTED WITH PIPE HOOKS, METAL PIPE STRAPS, BANDS OR HANGERS SUITABLE SPECIFICATIONS NEW ARCHITECTURAL WORK. PLUMBING CONTRACTOR SHALL ASCERTAIN THAT DURING AND AFTER THESE MODIFICATIONS, FOR THE S1ZE OF PIPING AND OF ADEQUATE STRENGTH AND QUALITY,AND LOCATED AT PROPER INTERVALS SO THAT THE REMOVALS OR RELOCATIONS,THE STORM SYSTEM AND THE SPRINKLER SYSTEM OF THE BUILDING WILL NOT BE PIPING CANNOT BE MOVED ACCIDENTALLY FROM THE INSTALLED POSITION. GAS PIPING SHALL NOT BE SUPPORTED BY END OF SPECIFICATIONS INCAPACITATED. OTHER PIPING. 3' GAS VERTICAL GAS PIPING SHALL BE SUPPORTED AT EVERY FLOOR LEVEL. A GAS MAIN SHALL BE BROUGHT TO EQUIPMENT,WHERE SHOWN ON DRAWING; ROUGH-IN FOR ALL REQUIREMENTS AND SPACING OF SUPPORTS IN HORIZONTAL GAS PIPING INSTALLATIONS SHALL NOT BE GREATER THAN THE FOLLOWING: SIZE IN MAKE FINAL CONNECTIONS. PROVIDE PROPER IDENTIFICATION OF MAIN GAS SHUT-OFF VALVE. PIPE(IN) SPACING(FT) B. THE ENTIRE GAS PIPING SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH NFPA 54 AND ALL LOCAL CODES AND 1/2 - 6'-0' _ ORDINANCES. 3/4- 8'-0" " 1-1/4 OR LARGER 10--0" C. PROVIDE DRIP LEGS AND CAPS FOR MOISTURE REMOVAL. PROVIDE UNIONS AND LUBRICATED PLUG VALVES TO ALL EQUIPMENT USING GAS. 4. PRESSURE GAUGES -WEKSLER INSTRUMENTS CORPORATION "REGAL"BA1 SERIES, 3-1/2"DIAL, RANGE: 1 70 60 LBS. ACCEPTABLE ALTERNATE MANUFACTURERS ARE ASHCROFT OR U.S.GAUGE. D. ALL GAS PIPING 4'AND SMALLER INSTALLED ON THE ROOF(IF ROOF INSTALLATION IS ACCEPTABLE BY LOCAL AUTHORITIES)SHALL BE GALVANIZED WELDED OR SEAMLESS STEEL PIPE (ASTM A53;ASTM 120). 15100.06 INSULATION E. ALL CUSTOMARY EQUIPMENT AND DEVICES NECESSARY FOR PROPER AND CONVENIENT OPERATION OF THE VARIOUS SYSTEMS,WHETHER SPECIFICALLY MENTIONED OR NOT,SHALL BE FURNISHED AND INSTALLED AS PART OF THIS WORK. A GENERAL n 1. CLEAN AND DRY SURFACES TO BE INSULATED. F. ALL ADDITIONAL PLUMBING WORK,AS SPECIFIED IN THE FOLLOWING SECTIONS OR AS SHOWN ON THE DRAWINGS, 2. STAGGER AND TIGHTLY BUTT JOINTS. o INCLUDING BUT NOT LIMITED TO, ROUGHING AND FINAL CONNECTIONS TO SINKS AND EQUIPMENT FURNISHED BY TENANT. 3. INSULATE PIPES ONLY AFTER "TESTS". 4. INSULATE PIPE FITTINGS TO SAME THICKNESS AS ADJACENT PIPE INSULATION. FITTINGS SHALL BE COVERED WITH WOVEN Y Q GLASS FABRIC OR PREMOLDED P.V.C.SNAP-ON COVERS. 15100.04 WORK NOT INCLUDED 5. RUN INSULATION CONTINUOUS THROUGH HANGERS. u A EXTERIOR STORM DRAINAGE SYSTEM,CATCH BASINS AND MANHOLES FARTHER THAN 5'-0" BEYOND BUILDING OR EDGE OF B. PIPE COVERING w SIDEWALK. 1. INSULATION SHALL BE ONE PIECE TYPE,SELF-SEALING LAP WITH FACTORY APPLIED UNIVERSAL JACKET AND SHALL HAVE OL o A THERMAL RESISTANCE OF 4.0 TO 4.6. B.EX I AN ERICK SIIARY SEWERS, MANHOLES.SEPIIC SYSIEMS AND GREASE INTERCEPTORS DESIGNATED AS SITE LEVEL 2. DOMESTIC COLD WATER; 1/2-THICK. m - SYSTEMS "BY OTHERS." 3. DOMESTIC HOT WATER; 1"THICK. ` �uu r 4. INSULATION SHALL BE OWENS-CORNING, MANVILLE, CERTAIN-TEED, PPG INDUSTRIES CAREY CO.OR ARMSTRONG HEAVYC. EXTERIOR WATER DESIGNATED AS SITE LEVEL WATER MAIN "BY OTHERS.' DENSITY SECTIONAL TYPE. C.ALL DRAIN PIPES UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED AS ABOVE. 1/2" THICK. • D. EXTERIOR SPRINKLER MAIN,AND INTERIOR SPRINKLER RISER AND BUILDING DISTRIBUTION SYSTEM. g N C C C.ALL SANITARY,INDIRECT WASTE AND WATER DISTRIBUTION PIPING IN AREAS EXPOSED TO FREEZING TEMPERATURES SHALL E.TEMPORARY WATER AND DRAINAGE UNDER GENERAL CONDITIONS. BE HEAT TRACED AND INSULATED AS REQUIRED. HEAT TRACE AND INSULATION GUIDE BY RAYCHEM OR EQUAL d) F. PAINTING, EXCEPT FOR GENERAL TOUCH-UP OF FACTORY FINISHED EQUIPMENT. 15100.07 PENETRATIONS X W W o ~O m 15100.05 PIPING,VALVES,HANGERS AND SUPPORTS,AND SPECIALTIES 1.ALL PENETRATIONS THROUGH THE FLOOR-CEILING ASSEMBLY LEADING TO ANOTHER FIRE DEPARTMENT SHALL BE W Wj PROTECTED IN ACCORDANCE WITH 6-2.3.6.1•AND 6-2.3.6.2.OF NFPA 1D1 LIFE SAFETY CODE AND ANY OTHER LOCAL Q A GENERAL CODE IN EFFECT. CONSULT ARCHITECT AND LOCAL FIRE MARSHAL FOR DETAILS. W W Q 1. ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED. EXPOSED PIPING ACCEPTABLE ONLY WHERE ABSOLUTELY 15100.08 FLOOR DRAINS Q O n m n NECESSARY. A J.R. SMITH(SEE SCHEDULE), RPZ DRAIN. - 1 A UNLESS OTHERWISE INDICATED,INSTALL ALL PIPING PARALLEL OR AT RIGHT ANGLES WITH BEAMS,WALLS, CEIUNGS, B. ALTERNATES: WADE,ZURN OR JOSAM OF EQUAL TYPE. � N OR OTHER BUILDING LINES. PIPES SHALL BE STRAIGHT,TRUE,AND PLUMB TO LINE. INSTALL ALL EXPOSED PIPE WORK AS C. RD:NOT APPLICABLE U CLOSE AS PRACTICAL TO WALLS,COLUMNS,CEILINGS,OR OVERHEAD CONSTRUCTION TO PROVIDE MAXIMUM HEAD ROOM AND MINIMUM INTERFERENCE WITH USABLE BUILDING SPACE. 15100.09 CLEANOUTS m m _ 1.9 INSTALL ALL PIPING TO PERMIT EASY DRAINING. ADJUST HANGERS AND SUPPORTS TO ELIMINATE SAG POCKETS. 1. NOT APPLICABLE G m Q PROVIDE HOSE END DRAIN VALVES AT ALL LOW POINTS TO PERMIT DRAINING OF THE ENTIRE DOMESTIC WATER SYSTEM. 1.0 INSTALL PIPING TO PERMIT EXPANSION AND CONTRACTION WITHOUT UNDUE STRESS, PARTICULARLY AT FLASHINGS AND 15100.10 PLUMBING FIXTURES mm EQUIPMENT. 0 O ALL COPPER FURNISH AND INSTALL PLUMBING FIXTURES AND EQUIPMENT OF DESIGN AND QUALITY AS SHOWN ON THE PLANS OR AS 81M NAME EMBED EO LINES UNDER CONCRETE THE CONCRETE. BE CONTINUOUS AND SHALL BE COVERED WITH SAND SO THAT SPECIFIED HEREIN,COMPLETE WITH ALL TRAPS AND FITTINGS. LINES WILL NOT PLUI I5INC3 B. REFER TO THE FOLLOWING SPECIFICATION AND THE DRAWINGS FOR EXTENT OF CONTRACTOR'S RESPONSIBILITY REGARDING _SPECIFICATIONS 2. WASTE LINES 3"AND SMALLER SHALL PITCH NOT LESS THAN 1/4'TO THE FOOT.LARGER PIPE SHALL PITCH NOT THE FURNISHING OF FIXTURES:HOWEVER,ALL FIXTURES MUST BE ASSEMBLED, INSTALLED. ROUGHED-IN AND CONNECTED BY LESS THAN 1/B'TO THE FOOT. CHANGES IN DIRECTION SHALL BE MADE WITH EIGHT BENDS OR LONG SWEEP QUARTER THIS CONTRACTOR, EXCEPT AS EXPRESSLY NOTED ON THE PLANS AS'BY OTHERS'. BENDS. MINIMUM SIZE UNDERGROUND LINES TO BE 4'OR LARGER AS REQUIRED BY LOCAL CODE. RUN OTHER LINES UNLE SS ESS OTHERWISE NOTED. 3. PROVIDE AND INSTALL PIPE SLEEVES WHEREVER PIPES PENETRATE MASONRY OR CONCRETE. CUT SLEEVES FROM STEEL 15100.11 WATER HEATERS D NO PIPE LARGE ENOUGH TO PASS INSULATED PIPE,AT LEAST TWO(2) SIZES LARGER THAN LINE SIZE. CAULK GAPS AROUND A NOT APPLICABLE PIPE. EXTEND SLEEVES COMPLETELY THROUGH WALLS OR FLOORS. 15100.12 DETAILS OF EQUIPMENT/SHOP DRAWINGS 4. INCLUDE ALL NECESSARY ANCHORS, BRACES, GUIDES,MISCELLANEOUS STEEL,WALL BRACKETS,RISER CLAMPS, BEAM CLAMPS, CONCRETE INSERTS, ROLLERS AND SADDLES REQUIRED FOR A PROPER INSTALLATION. SUPPORT ALL RISERS AT 1.THE CONTRACTOR SHALL PROMPTLY SUBMIT MINIMUM OF SIX(6)COPIES OF ALL SHOP DRAWINGS AND SCHEDULES TO �. BASE. THE ARCHITECTS. 4.A INCLUDE SUPPORT SLEEVES WHERE INSULATION IS CONTINUOUS THROUGH HANGERS. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT. 4.B. DO NOT HANG OR SUPPORT PIPING FROM ROOF DECK. 4.0 IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE ENTIRE INSTALLATION CONFORMS WITH THE Jeffrey Taylor Architect 572 North Broadway White Plains,N.Y. 10603 tel 914 289 0011 fax 914 289 0022 EnergySquared .\ .� '►�,a. a �,ov� .� � 2016.02.04 r m LUATER RISER DIAGRAM SC-ALE.NONE � o m4 � I s a ^ as m oiri _ � o ZO N C C a' WW�0z -j s (V �? S �,✓ SHEET NAM PLUMBING RISER DIAGRAM DWG.NO. DRAINAGE RISER DIAGRAM m �J9�� aC4LE,NONE PLUMBING DEMOLITION NOTES CIS 1. ALL CONTRACTOR TORE REMOVED ARE NOT SHOWN.THE PLUMBING OAL SCOPE OF CONTRACTOR SHALL BECOME FAMILIAR WITH TOTAL SCOPE OF DEMOLITION WORK PRIOR TO SUBMITTING BID. 2. THE PLUMBING CONTRACTOR SHALL COORDINATE THE Jeffrey EET. DEMOLITION PHASING WITH THE GENERAL CONTRACTOR ANDTRADER JOE'S PRIOR TO REMOVING ANY PLUMBING SYSTEMS. TaylOr 3. THE PLUMBING CONTRACTOR SHALL COORDINATE EXACTLY Architect WHAT ISBEING DEMOLISHED I REMOVED FROM THE BUILDING WITH THE GENERAL CONTRACTOR AND TRADER JOES PRIOR TO 572 North Broadway REMOVING ANY PLUMBING SYSTEMS.FAILURE TO SO SHALL BE white plains, N.Y. 10603 p AT THE SOLE RISK AND EXPENSE OF THE PLUMBING tel 914 288 0011 o CONTRACTOR. taz 814 2B8 0022 ` F10 4. ALL INISHEDFLOORSHAL 13ERE REMOVABANDED FROM THE BUILDING. Ener S uared FINISHED FLOOR SHALL BE REMOVED FROM THE BUILDING. 9 5. ALL EQUIPMENT AND PLUMBING FIXTURES SHALL BE REMOVED FROM THE BUILDING AND DISPOSED OF. 11111111112114 6. ALL PLUMBING SYSTEMS THAT ARE BEING CAPPED SHALL BE CAPPED WITH THE SAME MATERIAL AS ITS PIPING.RUBBER CAPS °'�°w°'�`r•and"� RmMw.Nw!aq OE610 ARE AND WILL NOT BE ACCEPTED. REI EXISTING SINKS. CUT AND CAP WA R SUI PL,DRAINAGE AND VENDNG PIP NG BACK 10 TH EXTMN,BRANCH LINES AS REQUIRE).PATCH VALLS AND 90ORS TO MATCH THE EXISTIN CONDIT DI IS. 3 Mur y� YF ,m. jjPLUMBING FIXTURES TO BE REMOVED ,d,µ 2015.J 2.23 I L-Lj I t y I I � I I r71 THIS 1 OF 2 NEIGHBORING TENANT EXISTING ROOF TOP UNTIS(RTU)IS TO BE RETASKED TO SERVICE TRADER ` I DOES REMOVE SPACE.P.C.SHALL CUT CAP AND R THE EXISRNG CE. SUPPLY PIPING FOR THIS EXISTINGREMOVE UNIT BACK TO THE GAS MAIN WHILE MAINTAINING THE NEIGHBORING TENANTS SECOND RTU AND ITS EXISTING I GAS SUPPLY. e I m m � i O d)1 0 o X WW�m �WK?ai Z a 9 qn 3: �� r � 14 H u M Rol MH ID C o 84gEi N01¢ P UL MBINCs DEMOLITION PLAN PLUM5M3 DEIIQLITION PLAN SCALE,1/0'•I'-m" SPRINKLER SYSTEM NOTES A 1. FIRE PROTECTION CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND FULLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. ANY DEVIATIONS OR DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL EXISTING CONDITIONS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE TENANT'S PROJECT MANAGER FOR CLARIFICATION. BID SHALL INCLUDE ALL COSTS DUE TO EXISTING CONDITIONS. 2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LANDLORD SPECIFIC DESIGN AND INSTALLATION REQUIREMENTS,AND SHALL INCLUDE ALL COSTS DUE TO Jeffrey THOSE REQUIREMENTS IN THE BASE BID. Taylor 3. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. Architect IA r$ t 4. FIRE PROTECTION CONTRACTOR SHALL DESIGN AND INSTALL AN HYDRAULICALLY CALCULATED WE PIPE SPRINKLER SYSTEM FOR THE ENTIRE DEMISED SPACE INDICATED HEREIN © - THESE DOCUMENTS. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR ORDINARY HAZARD OCCUPANCY, IN A MINIMUM SPRINKLER DENSITY OF.20 GPM OVER THE MOST REMOTE 1500 SOFT. OF FLOOR AREA 572 North Broadway Whits Plains.N.Y. 10603 5. FIRE PROTECTION CONTRACTOR SHALL PREPARE AND FILE SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS WITH THE LANDLORD,THE LANDLORD'S INSURANCE RATING tel 914 289 0011 exmma b Tr AGENCY,THE ARCHITECT,AND ALL STATE, LOCAL AND MUNICIPAL AUTHORITIES IN JURISDICTION,AND SHALL RECEIVE ALL NECESSARY APPROVALS PRIOR 70 COMMENCEMENT OF ANY fax 914 2B9 0022 ® INSTALLATION WORK. a� 6. CONSTRUCTION DOCUMENTS FOR FIRE PROTECTION/SPRINKLER SYSTEMS ARE TO BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION BY SPRINKLER CONTRACTOR UNDER EnergySquared ownIx7 SEPARATE PERMIT APPLICATION. FIRE PROTECTION SYSTEMS ARE TO BE MAINTAINED IN ACCORDANCE WITH ORIGINAL INSTALLATION STANDARDS. REQUIRED FIRE PROTECTION SYSTEMMinn ewevm SHALL BE MODIFIED AS NECESSARY TO MAINTAIN PROTECTION WHENEVER BUILDING IS ALTERED. ® ® 7. REMOVE OR RELOCATE EXISTING SPRINKLER HEADS AND FURNISH AND INSTALL NEW AS PER NFPA-13 RECOMMENDATIONS,70 PROVIDE ADEQUATE COVERAGE OF THE ENTIRE EXPANSION / MODIFIED DEMISED PREMISES. ��80LOn0� AREA PROPOSED WORK "`•q,s,a n® E SCOPE. B. SPRINKLER HEAD SPACING SHALL NOT EXCEED 130 SQ.FT. PER HEAD. vrmawm,.s..m.v eee�s 9. NEW SPRINKLER HEADS SHALL BE APPROVED STANDARD TYPES,PENDENT AND UPRIGHT,AND DESIGNED FOR ORDINARY HAZARD COVERAGE. CHROME PLATED 'TYCO', *GRINNELL. ��opijov°Oe® 'YIKING*, 'STAR'OR EQUAL SEE PLANS FOR SPRINKLER HEAD TYPES. 10.ALL SPRINKLER WORK SHALL COMPLY WITH ALL NFPA-13 RECOMMENDATIONS,AND SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LANDLORD, Nor LOCAL FIRE RATING ORGANIZATION, FIRE AND/OR BUILDING DEPARTMENTS AND ALL AUTHORITIES IN JURISDICTION. 11.ALL SPRINKLER SYSTEM WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE LANDLORD'S INSURORS AND SHALL BE DESIGNED 70 SECURE THE BEST POSSIBLE xf D INSURANCE RATES ON THE BUILDING AND IT'S CONTENTS. ueap. w> 12.FIRE PROTECTION CONTRACTOR SHALL FILE FOR,OBTAIN,AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS. N.I.C. N.I.C. 13.FIRE PROTECTION CONTRACTOR SHALL ARRANGE FOR ANY SHUTDOWNS OF THE EXISTING SYSTEM WITH THE LANDLORD AND LOCAL FIRE DEPARTMENT REPRESENTATIVE,AND SHALL SECURE IN WRITING PRIOR TO SHUTDOWN,APPROVALS FROM SAME. ADDITIONALLY,THE FIRE PROTECTION CONTRACTOR SHALL PAY FOR ANY LABOR, MATERIALS,AND FEES NECESSARY FOR SHUTDOWN. 14.I14 THE EVENT OF THE FIRE PROTECTION SYSTEM BEING "OUT OF SERVICE',THE FIRE DEPARTMENT& LOCAL CODE OFFICIAL SHALL BE NOTIFIED IMMEDIATELY,AND IF REQUIRED BY 2.15.12.23 c CODE OFFICIAL SAID BUILDING TO BE EVACUATED OR PROVIDED WITH AN APPROVED FIRE WATCH SYSTEM WILL BE PROVIDED FOR ALL UNPROTECTED OCCUPANTS UNTIL SYSTEM IS RETURNED TO SERVICE. exPeuu¢ 15.WHEN UTILIZED, FIRE WATCHES SHALL BE PROVIDED W/MIN.OF ONE APPROVED MEANS OF NOTIFICATION OF THE FIRE DEFT.THE ONLY DUTY OF THE FIRE WATCH IS TO PERFORM CONSTANT PATROLS OF THE PREMISES AND KEEP WATCH FOR FIRES. EXISTING PLATFORM 16.FIRE PROTECTION CONTRACTOR SHALL CAREFULLY EXAMINE ALL EXISTING SPRINKLER SYSTEM PIPING AND COMPONENTS,AND SHALL REPAIR OR REPLACE ANY LEAKING OF a EQUIPMENT TO REMAIN. DEFECTIVE PIPING OR COMPONENTS. DEMOLITION PE ONLY. e 17.SPRINKLER PIPE MATERIAL AND INSTALLATION SHALL MATCH EXISTING. 18.FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED TEST AND DRAIN CONNECTIONS,WHETHER OR NOT THEY ARE INDICATED HEREON THESE PLANS. txma� 19.FIRE PROTECTION CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ALARM INITIATING DEVICES AND SUPERVISORY DEVICES.AND SHALL COORDINATE THE ELECTRICAL >° REQUIREMENTS FOR THEM WITH THE E.C.AND/OR FIRE ALARM CONTRACTOR FOR THEIR CONNECTION TO THE FIRE ALARM SYSTEM. 20.FlRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES 70 ANY PORTION OF THE EXISTING SPRINKLER SYSTEM ON ANY PORTION OF THE BUILDING INCURRED BY HIM D p I I DURING CONSTRUCTION. q A 21.UPON COMPLETION OF THE INSTALLATION, FIRE PROTECTION CONTRACTOR SHALL DEMONSTRATE TO THE SATISFACTION OF THE AUTHORITIES IN JURISDICTION AND THE LANDLORD'S ",• E INSURANCE UNDERWRITERS,THE OPERATION OF THE ENTIRE PROTECTION SYSTEM, INCLUDING ALL ALARM INITIATING DEVICES AND SYSTEM SUPERVISORY DEVICES. 0 22.FIRE PROTECTION SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH CODES LISTED ON SHEET T-1.WHEN REQUIRED THE TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE BUILDING OFFICIAL.TESTS SHALL BE CONDUCTED AT THE EXPENSE OF THE LANDLORD. IT WILL BE UNLAWFUL TO OCCUPY PORTIONS OF THE STRUCTURE UNTIL SYSTEMS ARE TESTED AND APPROVED. 23.PRIOR TO REQUESTING FINAL APPROVAL,THE SPRINKLER CONTRACTOR SHALL FURNISH A WRITTEN STATEMENT TO THE CODE OFFICIAL INDICATING THAT THE FIRE PROTECTION cl N—�5� APPROVALS HA ATTACHED INSTALLED THE FORE MENTIONED WRITTEN STATEMENT. TESTED AS REQUIRED.ANY EXCEPTIONS FROM THE D DESIGN STANDARDS SHALL BE NOTED AND COPIES OF 24.PARTIAL OCCUPANCY OF THIS AREA SHOULD NOT BE PERMITTED UNLESS ALL FIRE PROTECTION SYSTEMS FOR THE OCCUPIED AREAS HAVE BEEN TESTED AND APPROVED.THE CODE ASSUMES THAT FULL PROTECTION FOR ALL AREA WILL BE PROVIDED AS QUICKLY AS POSSIBLE. FANL APPROVAL OF PARTIAL OCCUPANCY CONDITIONS IS SUBJECT TO THE BUILDING OFFICIAL a0 n I A I 3 d 0 SEISMIC BRACING NOTE: �d $ A ALL PIPING 2 1/2"NOMINAL DIAMETER AND LARGER MUST SPRINKLER SCOPE PLAN B. BTRANSVERSE AND VERTICAL BRACING SHALL OCCUR AT 40' m r SCALE.1/16°.1'-0' INTERVALS (MAX.AND LONGITUDINAL BRACING AT BD' `INTERVALS(MAX.). m o C. BRACING IS NOT REQUIRED FOR PIPING SUSPENDED BY z ,r HANGERS 12'OR LESS IN LENGTH AS MEASURED FROM THE TOP OF PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE 6 Fi HANGER IS ATTACHED. O� d � a m o CODE COMPLIANCE 01 w m 3 H $$$$ dt MAXIMUM DISTANCE 22"MAX 1 OCCUPANCY TYPE ,RETAIL GROCER ^W fV m m WET SPRINKLER SYSTEM PIPE ABOVE BEAM F (SEE TABLE 2 GOVERNING CODES 2012 NFPA FIRE PREVENTION CODE w`tD(v &REGULATIONS I j Q d1 e v I DISTANCE TO BEAM SPRINKLER HEAD ^ o 1'NPT TEE O d1 m DRAWINGS AND CALCULATIONS d W RISER NIPPLE m 1. THE SPRINKLER CONTRACTOR SHALL PREPARE SUBMITTAL U �5_; PLUG SPRINKLER BRANCH DRAWINGS AND HYDRAULIC CALCULATIONS FOR THE SPACE IN ACCORDANCE WITH THE OWNER'S INSURANCE COMPANY,AND N 2'X 2'ACOUSTIC 2'% 4'ACOUSTIC NCO DS-C LOCAL FIRE AUTHORITY REQUIREMENTS. Lp y 1' Maximum Allowable Distance 2. THE SPRINKLER SYSTEM SHALL BE DESIGNED FOR ORDINARY at m CEILING TI CEILING TI CONCEALED Distance from Sprinkler Deflector above rI Q 2 SPRINKLER BARREL to Side of Beam HAZARD OCCUPANCY, PROVIDING A DENSITY OF 0.2 GPM/SF "g PENDENT TYPE PENDENT TYPE DRY-TYPE PENDENT Bottom of Beam IL u SPK.HD. LOCATI SPK. HD.LOCATI SPRINKLER OVER THE MOST REMOTE 1500 SQUARE FOOT AREA. �- -� —r —� Less than 1 ft 0 in. SPRINKLER SPACING SHALL NOT EXCEED 130 SQUARE FOOT 0 STRAP TIES 1 ft to less than 1 ft 6 in 2)2 in. PER HEAD. 1 ft 6 in to less than 2 ft in. _ 3. THE SPRINKLER CONTRACTOR SHALL SECURE FLOW TEST SWEET NArM INSULATED lYCO DSB-2 DRY 24• SEISMIC BRACE DATA FROM THE HYDRANT(S) NEAREST THE PROJECT SITE. SPRINKLER FREEZER/COOLER SPRINKLER BOOT(MIN.) 2 ft to less than 2 ft 6 in ROOF BEAMS in. GOOSENECK W ERE REQUIRED IF RECENT FLOW TEST DATA IS NOTE AVAILABLE FROM CEILING STRUCTUR 2 ft 6 in to less than 3 ft 7X in. LANDLORD OR CITY RECORDS, PERFORM THE NECESSARY OVERVIEW 51 ADHESIVE 3 ft to less than 3 ft 6 in *in. FLOW TESTS AS REQUIRED BY NFPA STANDARDS TO PARTIAL ACOUSTIC 2' X 4'ACOUSTIC 1 3 ft 6 in to less than 4 ft 12 in DETERMINE THE CHARACTER OF THE AVAILABLE WATER CEILING TILES 1 CEILING TILE 1 4 ft to less than 4 ft 6 in 14'n SPRINKLER BRANCH SUPPLY,AND SUBMIT THAT DATA WITH THE CALCULATIONS. PENDENT TYPE \ CLF/IS HANGER SPK. HD. L'CAT \ PENDENT TYPE 4 k 6 in to less than 5 ft 1C11YZ in. RECESED SPRINKLER OWG NO SPK.HD. LOCA71 5 ft to less than 5 ft 6 in 18 in. �� 9� ..—� 6 ft 6 in to less than 6 ft 20 in. SPRINKLERS TO BE LOCATED I FUSIBLE JOINT 18'MIN. CLEAR FROM ALL SHEET INDEX + ICI 1' SPRINKLER SUPPORT CUP DRY CONCEALED 6 ft to less than 6 ft 6 in 24 in, CENTER OF 2'x 2' CEILING TILES. FIXTURE'S AND STOCK UNIT,ETC. CEILING PLATE PENDENT SPRINKLER 6 ft 6 in to less than 7 ft 30 in. CEILING PLATE VERIFY WITH ARCHITECT'S DWG'S. (TYPICAL FOR WALK-IN COOLER/FREEZER BOXES) 7 ft to less than 7 ft 6 in 35 in. M, (TYPICAL FOR ALL AREAS OF EXPOSED STRUCTURE CONSTRUCTION) (TYPICAL FOR ALL AREAS OF FINISHED CEILING CONSTRUCTION) DWG® DRAWING TITLE SPRINKLER HEAD LOCATION DETAIL DRY PENDENT SPRINKLER INSTALLATION UPRIGHT SPRINKLER INSTALLATION CONCEALED SPRINKLER MEAD INSTALLATION SP-00, SPRINKLEROVERVIEW SCALE:NONE SCALE:NOW 6CALE:NONE SCALE:NONE SP-100 SPRINKLER PLAN LEW EXPANDED EXPANDED 1A EXISTING O G RAGE FREEZER ® coo o Jeffrey Taylor AK: Architect ® ® ROOM ® 87 North Broadway EXISTINGo Hs D White Plains.N.Y. 10603 tel 914 289 001111 M N'S OOM fax 914 289 0022 xl I9l & I MODIFIED ° ° ® E .V.:_ • E�9, ® EXISTING E7�ANSIGN EnergySquared EN OS O R o T ROOM ® EWKJ E ,I 'AEI II EXISTING WONT � N'S O OM ° ° R� J� O ^1 a d A Al I I p DEMO E ® ® 0 • IIL.,1 • • STATION 90E E E E • • E I D D A Im3 eR E E=' • �tHov d \J D It +: IT au .i.:tu. 'Ah... IT -r _ I — E — — — •C • � ® � E 5.PF � EM ,u�tir+., � 2015.12.23 B �� • m 4 E � A � EH E ' E • m E—i IV • E N1.. It F • B ly�(/—!,I a";,_=,;r�, I EH o • 4 QC Ir E •� � • rY •1 ' I 1 IT • E .$4 4 • E:.. NiL a IT E .�,$ •� ® de"' d 9 T .. U— m • 47E E l!i G .�1 4 • • � d • •I w.{ E �u r E • E' EXISTING � � c„ — — —• — � B d EXP D ANED g 0 e SALESA A • .°• NiL / t E ,;c, E',.A SALES AREA • 4 • • lol �1 Z 4 • E' oo • R Z dS EMS• ieS 6. R _ ._ • _ d m t �yip- E... �• IT E iq • W m Ehe-^ Q IT W EN � E.rs.: r•Z Qy .: E • E..5?4 E —• • • 71.'i} N `O W-� o m. `.,'r', • fir.. E N/L • ^ Qtv Ir .. SPRINKLER HEAD LEGEND uW�w m 5m uY—o — di 0 DRY PENDENT W�j ~O MODIFIED • CONCEALED PENDENT ^� E.,"4•1 ; � "s' • E•' - I IE —;' fl ES STI E6P XPASIO _ I GATF )K �W R uQ . EMOVED PENDENT EM m � • m U EXIT / A 1 IdW EXISTING SPRINKLER DESIGN CRrrERIA, Al M 9TI U d MAXIMUM STORAGE INARY HAZARD HGEIGHT.21 OCCUPANCY ® — I E® E®— 1® E9) E® E91 E® — — — I I f� j� MAXIMUM GPM OVER SPACIN6IMOTE TREAD 500 SPER 130 SOFT. R e LL G IT SHEET NAME — NOTE: THIS SPRINKLER DRAWING IS INTENDED FOR PRICING PURPOSES SPRINKLER ONLY. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE A PLAN COMPLETE SET OF WORKING FIRE PROTECTION DRAWINGS IN ACCORDANCE WITH NFPA-13,AND ALL STATE AND LOCAL REQUIREMENTS. PIPE SIZES SHALL BE DETERMINED BY GI GZ ( C3 G I N HYDRAULIC CALCULATIONS USING THE CURRENT SITE SPECIFIC FLOW DATA I DWG.NO. NOTES, IP51 AUAIL 1. NO HIGH PRESSURE HEADS SHALL BE INSTALLED. f 2. SPRINKLER HEAD SHALL BE RELOCATED TO ACCOMMODATE NEW LAYOUT. - SPRINKLER PLAN PLATFORM SPRINKLER PLAN SCALE:US`.I'-0' SCALE:US'.V-0- 1 GENERAL NOTES FIRE ALARM KEY NOTES-Q PANDED IA E XISTIN G 2 .I A. EXISTING FIRE ALARM DEVICES TO BE 1. EXISTING DEVICES) IN THIS AREA ARE EXISTING TO REMAIN UNLES EXPANDED EX S STOCK OOM ElEVANE)E S RELOCATED "RE"ARE SHOWN IN NEW OTHERWISE NOTED. LOCATION.ARROW SHOWS WHERE ® COO FREEZER CURRENT LOCATION OF THE DEVICE IS. 2. CONTRACTOR TO PROVIDE NEW FIRE ALARM DEVICES TO MATCH Jeffrey Ilo In 11.0 DEVICES SHALL BE RE—INSTALLED IN EXISTING.SAME MANOR AS EXISTING. Taylor 3. SMOKE DETECTOR IN DUCT AS REQUIRED BY CODE(FURNISHED AND 1B. EXISTING FIRE ALARM DEVICES TO BE INSTALLED BY MECHANICALCONTRACTOR; WIRED BY FIRE ALARM oROGMEXISTON•EX"ARE SHOWN IN EXISTING CCOONTRACTOR).WIRE BACK TO TRADER JOE'S FIRE ALARM CONTROLPANEL Architect ® Plains,N.Y. 10603 672 North Broadway EXISTINGo O White tel 914 289 0011 M N'5 OOM O M� o O faz 914 2B9 0022 MO =IO DEMO - EnergySquared CO DO EO� ROOM EXI"ITN'S oo R. �mg FIRE ALARM DEVICE SYMBOL LIST reT�o aasr w.su �� malRcr eormioNs ® Rff 2 2 DEMO SYMBOL DESCRIPTION •5 ®�> nm mfel n�-nr Idl tiy� ARTIsr ® ®Q FIRE ALARM AUDIBLE/VISUAL DEVICE—ADA COMPLIANT(WALL MOUNTED) 9TATILN �HOF SMOKE DETECTOR IN DUCT AS REQUIRED BY CODE(FURNISHED AND INSTALLED BY SO id D MECHANICAL CONTRACTOR;WIRED BY FIRE ALARM CONTRACTOR) sRS SD SMOKE DETECTOR AS REQUIRED BY CODE(FURNISHED. INSTALLED AND WIRED BYy� FIRE ALARM CONTRACTOR) ® EXISTING FIRE ALARM ANNUNCIATOR PANEL ® EXISTING FIRE ALARM CONTROL PANEL \ ❑M EXISTING MANUAL PULL STATION 2015.12.23 .g, EXISTING FIRE SPRINKLER FLOW SWITCH EXISTING FIRE SPRINKLER TAMPER SWITCH 7I EXISTING VISIBLE NOTIFICATION APPLIANCE 80"AFF D 2 (EXISTING) FACP EXISTING NEW NEW NEW OUSTING EXISTING EXISTING EXISTING LJ EXISTING SALES STOCKRY SATES 54fE5 BREAKRM HENS WONENS CORPoOOR DEMO RY 2 I I(EXISTING) 100 108 101 101 104 106 105 110 I I _ FZPJ---1 SDD SDD SD SDD SDD r'/= M M w ' EOL vEmaULE I EXISTING SALES EXISTING NEW SALES IXI KR NEW EXISTING EXISTING EXISTING DEDICATED CIRCUR 101 STOCKRM 101 STOCKRM BREAKRM ST 108 CORRIDOR VESTIBULE (120 V) a DEDICATED 108 108 104 109 100 1H / # x �.'t I /+ 1� PHONE LINES 2 AUTO-DIALER C ' TO AN APPROVED lII FIRE ALARM STATION GROUND FLOORIIRE ALARM RISER DIAGRAM EXPANDED A S A A - SA S AREA ac+�LE:No SCALE EXISTING ° a KNOX-BO%SPECIFICATION: ml W HIGH SECURITY KEY BOX,3200 SERIES AS MANUFACTURED BY KNOX COMPANY,SURFACE MOUNTED WITH HINGED DOOR,U.L LISTED TAMPER SWITCH,Y4 PLATE STEEL HOUSING,�"THICK STEEL DOOR WITH INTERIOR CASKET SFAL AND STAINLESS STEEL i DOOR HINGE. BOX AND LOCK U.L LISTED. LOCK SHALL HAVE DOUBLE ACTION ROTATING TUMBLERS AND HARDENED STEEL PINS ACCESSED BY A BIASED CUT KEY,AND HAS Y8"THICK STEEL DUST COVER WITH TAMPER SEAL MOUNTING CAPABILITY. 6 FINISH SHALL BE EITHER BLACK,DARK BRONZE OR ALUMINUM(AS SELECTED BY THE ARCHITECT). INSTALL PER z MANUFACTURER'S INSTRUCTIONS. 2 (NQ7-FOR NEWLY CONSTRUCTED WALLS,THE KNOX-BOX SHALL BE RECESSED TYPE) m g B a IL Wok e hZdr `IL �� H W— W Oa OZ Wee�d)T(YQ E 16T EKPA4aICN I G I^ 1 a IiE PACE ® 0{D O U7 Ens � a A A II.IWV € n EXISTING � N � m Y a0 �ri �u G MODIFIED ® 10 aNM FIRE ALARM PLAN GI G2 G3 G ° ® L 1 ATI A511 0J�J9 J�J NEW OCON OF ROOF HATCH DOOR PLATFORM FIRE ALARM PLAN FIRE ALARM PLAN SQALE,Da°.T-0- 8C.LE, t