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HomeMy WebLinkAbout0514 MAIN STREET (HYANNIS) Spy ►�-, a � n - 5� _ ('� ��� _ _ , [�jcSl�o- � f i i I i '1 { i �114E Sign . TOWN OF BARNSTABLE Permit BARNSTABLE, 9 MASS $prED�A Permit Number: Application Ref: 201103492 20070623 Issue Date: 07/01/11 Applicant: CMSIX PROPERTIES, LLC Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 514 MAIN STREET (HYANNIS) Map Parcel 308261 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks 6.42 OVAL HANGING SIGN CAPE COD SWEAT AND TEE OUTLET Owner: CMSIX PROPERTIES, LLC Address: 63 LAWTON STREET .BROOKLINE, MA 02446 Issued By: Pc�_ 3. POST THIS CARD SO TIIAT IS' VISIBLE FROM TFIE STREET PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING DEPARTMENT 200 MAIN STREET 'HYANNIS, MA 02601 DATE: 07/01/11 TIME: 10:40 ------ -- --------TOTALS------------------ PERMIT $ PAID 50.00 AMT TENDERED: 50.00 CHANGEPLIED:. 50.00 APPLICATION NUMBER: PAYMENT METH: CHECK PAYMENT REF: 6697042 AWE„� Town of Barnstable Regulatory Services 'TOWN OF Btu R IkJST BLE ems'"B' Thomas F.Geiler,Director ► Building Division ' JUNI 24 Pi _3: �o Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us j Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving - Application for Sign Permit Applicant: \ \2C Cliff ��; .AJ�t-Assessors No. 3 0 Doing Business As: Al_ Q,_0 C Tfelephone No0O °gq.Q�3'-1 (p�, Sign Location //II Street/Road: �> "l1�`!V c5—t t� ��L�' - ---------- Zoning District. Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Ownei Name:— _-- -.�-� � Telephone: Address:-i n n M.z4-N-,t >oNcl` Sign Contractor Q� Name:_ Telephone•-J(� �,--q(j0 Mailing Address:_4y Z ma' a_� Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. p Is the sign to be electrified? Yes/@ (Note:Ifyes,a wiringpermitis required) Width of building facesft.x 10= �5� x.10= I l C J vr;�C�► Check one Reface existing signor New Total Sq.Ft of proposed sign(s) �� a Ifyou have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of E §240-59 through §240-89 of the Town of Barnstable Zoning Ordinance. t Signature of Owner/Authorized Agent Date r t w SIGNS/SIGNREQU revised 12110 Barnstable °ft►E Hyannis Main Street Waterfront ;t AL : Historic District Commission r 1 M � 0 D i639•p�m iOrEn"�` 2007 JUN -3 P 3 :15 George A.Jessop,Jr. AIA,Chair Theresa Santos,Commission Assistant DECISION Certificate of Appropriateness: ,:,: Linda Hutchenrider,Town Clerk Town Hall CD 367 Main Street G r Hyannis,MA 02601 µ Re: Certificate of Appropriateness for Hyannis Flea Market Inc.,Business Sign ,'r�! C,a u-� Thg,,Hya m nnis Main Street Waterfront Historic District Comission,.pursuant to the Code of the Town of 'Barnstable`Chapter 112, Historic Properties, Article III, Hyannis Main Street Waterfront Historic i Y` ``:1)istrict;,hereby grants.a Certificate of Appropriateness for the following property: Property Address: 514 Main Street C a , v A�ssesso' rMapi'Parcel: 308 251 - 1lre Hyanns�^Ma h Street Waterfront Historic District Commission considered the above referenced application on June''1, 2011. A public hearing before the Commission was duly posted and notice sent to --all Abutters and interested parties in accordance with MGL Chapter 40C. At the hearing; after consideration of the testimony given and materials submitted by the applicant and ineiribers'of the public, the Commission found the proposed sign appropriately contributes to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the shape, material,color,design, and construction of the proposed sign and found it to be appropriate for the protection and preservation of the district. Based on these findings,the Commission voted to grant the certificate of appropriateness subject to the following condition(s): 1. This certificate of appropriateness is granted to Hyannis Flea Market,Inc. for an under-canopy business sign at 514 Main Street. 2. The sign shall be displayed as presented to the Commission in the application dated May t 17,2011,except that the lettering and star shall be touched-up with gold paint. a. Sign size shall be a 43" x 30" oval b. Sign material shall be wood c. Sign is weathered blue with gold letters d. Sign shall not be illuminated 3. A permit from the Building Division is required prior to installing the sign. 200 Main Street,Hyannis,MA 02601 (o)508-862�4665(fl 508-862-4784 Present and voting in the affirmative to grant the certificate of appropriateness were: George Jessop, Chair,Joe Cotellessa, Marina Atsalis, Bill Cronin,Meaghann Kenney Opposed: None Absent: David C , aul Arnold George A. so , Jr., , it Date Hyannis Mainfront Historic Dist ct Commission cc: Lawrence Goldman, Hyannis Flea Market, Inc.,Applicant Tom Perry,Building Commissioner File I, Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk.. Signed and sealed this 'day o D under t ains and penalties of perjury%, Linda Hutchenrider, � t - 4 200 Main Street,Hyannis,MA 02601 (o)508-862-4665(0 508-862-4784 tsarnstawe Hyannis Main Street Waterfront Historic District Commission AlAnWIMCRY o� 200 Main Street g Hyannis,Massachusetts 02601 * snxxsrnsi.E. y Mnsa Phone: 508-8624665 / Fax: 508-862-4784 i639. p, www.town.bamstable.ma.us/erowthmanagement fp�C1 2007 George A.Jessop,Jr.AIA,Chair Marylou Fair,Administrative Assistant CERTIFICATE OF APPROPRIATENESS FOR SIGNAGE Application is hereby made for the issuance of a Certificate of Appropriateness under MGL,Chapter 40C,The Historic Districts Act,for proposed signage as described below and on drawings or photographs accompanying this application. CHECK ALL THAT APPLY* 1. Open/Closed Sign 2. Trade Flag 3. Trade Figure or Symbol 4. Location Hardship Sign 5. Business Sign *Application materials must be submitted for each sign requested Date � � d ASSESSOR'S MAP# j ASSESSOR'S PARCEL# �, J APPLICANT ;�< ► 1�`i +J�"1 �i r TEL# 1 Gt 0 APPLICANT MAILING ADDRESS j Q61 A&O IN t: -, APPLICANT E-MAIL ADDRESS A ADDRESS OF PROPOSED WORK %y c9v '1bQ PROPERTY OWNER ' j j TEL# 9q"j OWNER MAILING ADDRESS J(1 /�r�b ! �r[i�' �`T f�A,e i� i ��,.1tt � rMCA� NOTIFICATION TO ABUTTERS: Please contact Growth Management Staff for abutters list and assistance with notifications to abutters. Applicants will be responsible for providing the postage stamps for abutter notification at the time of submission of this application. AGENT OR CONTRACTOR � ;U /`=a. z�' � r TEL# A—n 53-1 ;R() 4qe)SC ADDRESS i �. ;1 -"�� Lid \`c" Ma, SIGNATURE of APPLICANT DATE -4 For Location Hardship Sign&freestanding Trade Figures or Symbols to be located on private property:rtY: Check box if property owner has granted permission to locate Sign or Figure on their property abutting the building front. RECEIVED Received by HMS WHDC: MAY 9 7 2 n 11 TOWN OF BARNSTABLE page 1 of 4 HISTORIC PRESERVATION Open/Closed Size of Open/Closed Sign: x Sign: Material of Open/Closed Sign: Color(circle one option)Red/Red&Blue Trade Flag: Size of Trade Flag: x Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x Or Symbol: Material of Trade Figure or Symbol: Location Size of Hardship Sign: x Hardship Sign: Material of Hardship Sign: Lettering Color and Material: ` Business Sign: Size of Sign x 10`� B��Irh��io�e Material(s)of Sign b�� � 1`� e W aNn, ociltAltl Material of Lettering(if different) (5�0 The Sign will be(circle one) Carved Woo Painted Wood/Aluminum Other(explain) . Jj Exterior Light Fixtures(circle one)Yes/Q If yes,what type of light fixture Location of Fixture a FtECENED MAY 72011 TOWON OF R C P ESERVAT� 2 of 4 HIS ( w 3 - � .r���A b¢w� a � k � amp ,'�•,. i ..�"� �' s - x g spy s� er Al 10 if 4%F 4> 7 w• oro x..49 .:,k ro s t a v ,r. d > V' b ` mVDI. .y .w....q.,S .^--«.^ .n�.. ;,it•.., K+ar ew"". 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Application Ref: 201103256 20070615 Issue Date: 06/20/11 Applicant: WILLIAM STREET CORP Proposed Use: DEPARTMENT DISCOUNT STORE Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 514 MAIN STREET (HYANNIS) Map Parcel 308261 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks NEW 40 SQ SIGN ON AWNING PARKING LOT SIDE CAPE COD SWEAT AND TEE OUTLET Owner: WILLIAM STREET CORP Address: 100 N FRONT ST NEW BEDFORD, MA 02740 Issued By: POST THIS CARD SO THAT IS VISIBLE FROM THE STREET LOCLI IVREET, S - 1 - G - N C- 01 MI chael McGowan To A Gov IJ-I Nc l._211 LOCUST STREET \Aj I TO 5 CLF- FALMOUTH, MA TA PP( N C 508-457-1777 W Is508-457:1277 W 4 ` FAX s (c-N {PLACCD TLC T�-)E LCP-F C0 NEZ or SU1L0lN6-r Fps, VIS13I 1`/ RPbSe S 4 i E Cape Cod Sweat and Tee outlet RECEIVED APR TOWN OF BARNSTABLE HISTORIC PRESERVATION Sign Size. -2' ,x 20' 40 S/f Sign to be constructed of a white aluminum composite panel with navy blue text and graphics A14;rnstable- Town of Barnstable N0 icaM Hyannis Main Street Waterfront D Historic District Commission Fn Ma 2007 George A.Jessop,Jr.AIA,Chair Theresa Santos,Commission Assistant DECISION Certificate of Appropriateness Linda Hutchenrider, Town Clerk Town Hall ` 367 Main Street IND Hyannis,MA 02601 in ,n Re: Certificate of Appropriateness fLo.-r 4Ca.peC _Sweat and Tee Outlet(a/k/aHyannis Flea u od Market),Business Signage The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic. District,hereby grants a Certificate of Appropriateness for the following property: Property Address:51.4 Main Street,Hyannis- Assessor'sMap/Pareet:`308 261"" - _v" The Hyannis.Main Street Waterfront Historic District Commission considered the above referenced application on May 4,2011. A public hearing before the Commission was duly posted and notice sent:to all,abutters and interested parties in accordance with MGL Chapter 40C. Atithe�hearing,after consideration of the testimony given and materials submitted by the applicant and . members of the public,the Commission found the,proposed business signage appropriately contributes to '.;,tlie historic character of the Hyannis'Main Street Waterfront Historic District. The Commission " ccrsid6red.the shape, size, color, design,material, and placement of the proposed business signage and a o TX6urUJft to be appropriate for the protection and preservation of the district. Based on these findings,the bConmissiorrvoted to grant the certificate of appropriateness subject to the following condition(s): `This eiertificate of appropriateness is granted to Cape Cod Sweat and Tee Outlet(a/k/a Hyannis ` c Flea Market,Inc.)for a business identification sign. -�� /2:/`'The sign shall be displayed.as shown in the application dated April 19, 2011, except that it shall be revised in accordance with the.recommendations of the Commission as follows: a. There shall be a'/2'blue border, set in 1"from the edge of the sign (1:"white, '/2"blue); b. The sign shall be sized so that at least 1"of sign fasica shows above and below the sign. c. The sign shall be centered over the tenant's space, and shall be no closer to the edge of the canopy than the corner of the building. 3. A permit from the Building Division is required prior to displaying the signage. 200 Main Street,Hyannis,MA 02601 (o)508-862-4665(fl 508-862-4784 f t 4 Present and voting in the affirmative to grant the certificate of appropriateness were: George Jessop, Chairman,Joe Cotellessa,Dave Colombo,William Cronin,Meaghann Kenney,Paul Arnold,Marina Atsalis Opposed:None Absent: Barbara Flinn k George A. ,jr., , Chair Date Hyannis Main eet Wate nt Historic strict Commission cc: ' Lawerence Golden,Cape Cod Sweat and Tee Outlet,Applicant Tom Perry,Building Commissioner File I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this ��' day of / (cam ZO) under the pains and penalties of perjury. ;+moo Lin enrider, Town Clerk 200 Main Street,Hyannis,MA 02601 (o)508-862-4665(fl 508-862-4784 .44 Barnsta e . o�tKKEr Hyannis Main Street Waterfront Historic District Commission All-America City 200 Main Street BARNSTABLE, ; Hyannis,Massachusetts 02601 9� MASS. 9. g Phone: 508-862-4665 / Fax: 508-862-4784 ATEnMp'la www.town.banistable.i-na.us/--rowthmanagenient 2007 George A.Jessop,Jr.AIA,Chair Marylou Fair,Administrative Assistant CERTIFICATE OF APPROPRIATENESS FOR SIGNAGE Application is hereby made for the issuance of a Certificate of Appropriateness under MGL, Chapter 40C,The Historic Districts Act,for proposed signage as described below and on drawings or photographs accompanying this application. CHECK ALL THAT APPLY* 1. Open/Closed Sign 2. Trade Flag 3. Trade Figure or Symbol RECEIVED 4. Location Hardship Sign 5. Business Sign ARR b "Oil *Application materials must be submitted for each sign requested TOWN OF BARNSTABLE Date G, HISTORIC PRESERVATION ASSESSOR'S MAP# O ASSESSOR'S PARCEL# �j APPLICANT y l; �� tA,'C\- TEL# APPLICANT MAILING ADDRESS Ph AAaya �k y3�AMC,_0(3K n J APPLICANT E-MAIL ADDRESS �@ ADDRESS OF PROPOSED WORK ) PROPERTY OWNERS' �?����*� TEL# Q `� OWNER MAILING ADDRESS 100 Fro n`� .- L('eft b f N ew V ,U t�Or' 4 M A NOTIFICATION TO ABUTTERS: Please contact Growth Management Staff for abutters list and assistance with notifications to abutters. Applicants will be responsible for providing the postage stamps for abutter notification at the time of submission of this application. AGENT OR CONTRACTOR !�h G �.Q/ � s( 60 TEL# g Q� l�•�h "J �j�' ADDRESS SIGNATURE of APPLICANT DATE For Location HardshipSi n&freestanding Trade Figures or S 1 e . D,, o!� gprivate property: Check box if property owner has granted permission to a' fg' F, property abutting the building front. i Received by HMSWHDC: Page 1 of 4 t Y Open/Closed Size of Open/Closed Sign: x Sign: Material of Open/Closed Sign: Color(circle one option)Red/Red&Blue Trade Flag: Size of Trade Flag: x Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x Or Symbol: Material of Trade Figure or Symbol: Location Size of Hardship Sign: x Hardship Sign: Material of Hardship Sign: Lettering Color and Material: Business Sign: Size of Sign x Material(s)of Sign " —� � Material of Lettering(if different) A&,`�.�ej TA V-c/Y i The Sign will be(circle one): Carved Wood/Painted Woo Aluminum Other(explain) -Exterior Light Fixtures(circle one)Yes If yes,what type of light fixture Location of Fixture RECEIVED APR '► b 2011 TOWN OF BARNSTABLE HISTORIC PRESERVATION Page 2 of 4 r r GUIDANCE FOR SIGN APPLICATIONS All Applications must include: • Filing Fee of$2-�" • ge stamps for Abutter Notification—staff will assist in determining number of stamps - 13 • Pourribed opies of Certificate of Appropriateness Application • olor Copies of Drawings or Photos of Proposed Signage—including a representation of the sign materials as in the guidance below ALL SIGNAGE MUST RECEIVE A PERMIT FROM THE BUILDING DEPARTMENT PRIOR TO INSTALLATION Open/Closed Signs • Only one(1)Open/Closed Sign per business establishment is permitted • Acceptable colors for neon Open/Closed signs are red or red and blue • Open/Closed Signs shall not incorporate or display flashing,moving or intermittent lighting • Open/Closed Signs shall not incorporate or display LED(Light emitting diode)or LED border tube signs-including any sign that incorporates or consists solely of a LED border tube lighting systems • Simulated neon signs, which are extremely bright backlit signs, and neon colored inks or translucent vinyl for lettering and display are not appropriate Trade Flags • Only one(1)Trade Flag per business establishment is permitted per building facade as may abut any street • Trade Flag dimensions shall not exceed three(3)feet x five(5)feet • Trade Flag images,designs or lettering shall be exemplary of the business and consistent with Hyannis'historical character Trade Figure or Symbol • Trade Figure or Symbol or symbols shall not be located on Town property • Trade Figure or Symbols should represent the business and/or its services and be based on historic trade representations • Trade Figure or Symbol dimensions shall not exceed two(2)feet x three(3)x four(4)feet • Trade figure or symbol shall not be animated or internally illuminated and shall not produce any sound • Trade figure or symbol shall not be plastic Location Hardship Sign NOTE. You may immediately apply to the Planning Board for the Location Hardship Sign Special Permit provided you submit proof of application to the Hyannis Main Street Historic Commission for a Certificate of Approval with the special permit application. • Location Hardship Signs materials shall be wood or composite material • Location Hardship Signs shall be professionally lettered • Location Hardship Signs shall not incorporate or display individual plastic or vinyl lettering such as"marquee"letters • Location Hardship Sign dimensions shall not exceed two(2)feet x four(4)feet • Location Hardship Signs shall have a sloped or pitched rail cap • If Location Hardship Sign incorporates a chalkboard only flat black chalkboard is appropriate • No lights,banners,flags or other similar objects may be placed on or adjacent to the Locati RECEIVED APR 1 9 2011 TOWN OF BARNSTABLE HISTORIC PRESERVATION Page 4 of 4 I Town of Barnstable Hyannis Main Street Waterfront Historic District Commission 2011 Hearing Schedule Complete applications submitted on deadline date must be received by 4:OOP.M. HEARING DATE FILING DEADLINE January 05 December 21 January 19 January 03 February 02 January 18 February 16 February 01 March 02 February 15 March 16 March 01 April 06 March 22 April 20 April 05 May 04 April 19 M701jn May 03 J May 17 -j 0 June 15 May 31 July 06 June 21 r�} July 20 July 05 -o August 03 July 19 , August 17 August 02 September 07 August 23 September 21 September 06 October 05 September 20 October 19 October 04 November 02 October 18RE I ED November 16 November 01 y 2011 December 07 November 22 TOWN OF BAI INSTABLE December 21 December 06 HISTORIC PRE ERVATION All hearings will be held in the Selectmen's Conference Room,2" Floor 7:00pm Town Hall Building 367 Main Street, Hyannis, MA i �FIHFloy, Town of Barnstable Regulatory Services ' BARNSrABLE, ' Thomas F.Geiler, Director y Mass. g `bArfo;A;,11. Building Division \b Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 v = _ t _n . www.town.barnstable.ma.us w Cu +k ...tip. Office: 508-862-4038 Fax: 508-79M230 cm Permit ff w r Building Official approving------------ Application for Sign...{Permit �Applicant:__ 1� 1 `k _ Q,dLs� _1Vssors No.__ Doing Business As: -----1' I phone No.LQ��— Sign Location J Street/Road: _LotfiZt� Zoning District:----- Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Own —+�— l�_> �'� ----- ----- plhone:_4 b Name:___ � /e f _ 1'ele � Address:__1Qd r_5D fSf'p _�¢t�- UL�'�!—_Village:---------------------- Sign Contxactor _ Name:—_— � Mailing Address:__j_;"_Me- Description �_ Please follow the cover directions.You must have an accurate rendition of sign with dit el CEI L� location. APR y rli1 Is.the sigii to be electrified? Yes& (Note.II'yes, a wirillg•permit is required) TOWN OF BARNSTABLE Width of building face --ft. x 10= r,�Q x .10 =_ ___ HISTORIC PRESERVATION Check one Reface existing sign____ or New_Total Sq. Ft. of proposed sign (s) _ �S fl you hive a&ALio Jal sl"ons PICISe attacfl a sfleel I1St!!lx'earli One With d1rne11S1011S If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through §240-89 of die Town.of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent:___ __________ Date__ �' 1l SIGNS/SIGNREQU revised]2110 r lr. t j . mmo I Ica e ca s eat a Tee utter w � a TOWN OF BARNSTABLE (3)SIGNS TOTALING 32sq'/1-SWING TYPE 2-ENTRANCE PARCEL ID 308 261 GEOBASE ID 22236 ADDRESS . 514 MAIN STREET (HYANNIS PHONE . HYANNIS ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY i PERMIT 87953 DESCRIPTION (3) SIGNS TOTALING 32sq' PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $75.00 BOND $.00 p4r CONSTRUCTION COSTS $.00 . 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE 1. • �AR�VSTABLE, MASS. �F0639. 1%1 , BUILDING D.IVISIO., BY ' - DATE ISSUED 10/26/20.05 EXPIRATION DATE Town of Barnstable Regulatory Services e Thomas F.Geiler,Director ` MASS. g Building Division MASS. 1639. 'OtFp Mp.(a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 9 Permit# -0 Application for Sign Permit -�-- 7 �( Applicant: �- ®'t» �"�-rM r�=c Assessors No. �-- Doing Business As: �L 'l CLvui ��5� NS Telephone No. J` 'q - s 6'S­3 Sign Location Street/Road: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? es o Property Owner Name: Avg Telephone: 9T-')Oo- OZ-050 Address: bb X)&2rt; i-R�>^�i 5z-. illage: s � _ Sign Contractor Name: ^�C�'��Gc/t -�(�iV S Telephone: "- g© r 693 Mailing Addresg is 0 P-448 4n4L Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location Viand size;of the new sign. This should be drawn on the reverse side of this application. c, r I Is the sign to be electrified? Yes (Note:If yes, a wiring permit is required) Width of building face /00 ft.X 10= z.10= I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the information is correct and that the use and construction shall conform to the provisions of§240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Q Signature of Owner/Authorized Agen : Date:ovef CV err 'Size 00,5�r%� ITS 0 �z S Permit Fee: o�s Sign Permit was approved: Disapproved: Signature of Building Official: Date:' Q:1WPF1LESISIGNSISIGNAPP.D0C I e IOk 600 STREET DEPARTMENT OF SOCIAL SERVICES 2k COMMONWEALTH OF MASSACHUSE-'YS, HYANNIS, MASS. k 2' X 10' Framed Aluminum Sign Single Faced On Front Of Building RL�C�R�IL�D P�i�IK�f�� 500 MAIN ST* lk6A0in ONLY VIOLATORS WILL BE TOWED RESERVED PARa1IdG AT OWNERS EXPENSE 500 MAIN ST. „t ONLY TOWED 2 Aluminum VIOLATORSRSEX WILL E AT OWNERS EXPENSE Box Signs Double Sided 2k For Entrance 1 Swing sign double faced x for other entrance ri 1011212004 12:18 508-997-0323 B.S.&ERIKA REALTIES PAGE 01 Ali William Street Corp 100 N. Front Street New Bedford, MA.02740 Fax Cover Sheet DATE: October 12, 2004 TIME: 11:52 AM TO: Tom Perry PHONE: Fax: sv & 790 L A 3a FROM: Paul Bishins PHONE: 508.990,3030 FAX: 508,997.0323 RE: Number of pages including cover sheet: 2 Mr. Perry, Here is the elevator certificate for 500 Main St in Hyannis that you requested so we can get our final certificate of occupancy. Thank You, Paul-Bishins r O N w d - a The Commonwealth of Massachusetts - Department of Public Safety p b p B to MA 02TOR108-161,1 ELEVA , Chapter 143,General Laws,as amended w Loca ion: 500 Main Street, Barnstable MA Q Capacity: /a& pounds Speed: Feet per minute (i State lD#: 21-P-242 - ,:;T.!t: 4032018 U, - F m Issued on: 10107/2004 = Expires: Applyfor Re-inapectwn TO�G.Gatzunis 'Commissioner G6 days Prior to EXP+ration Date:.;; IN CASE OF ACCIDENTWTIF -(&�1-7)727-3200 AT ONCE. AFTER 5.00 PM&VVEEiiiiii ,CALL (508)820-2121 M RFPnRT UNSAFF GntlnITiONS Tn RIIII nimr.MANA(WR!OWIJFR - CV T . 0 m Ifl 0 ti CV N m m CV CV TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 308-075 , 261 ,, 262 Permit# o I Health Division S �7 I�I�U Date Issued 7 / a 46-1 Conservation Division� , Application Feed/Q0 Tax Collector 9� 7��/a Permit Fee ' Treasurer Planning Dept. E� APPLICANT MUST OBTAIN A SEWER CONNECTION PERMIT FROM THE Date Definitive Plan Approved by Planning Board ENGINEERING DIVISION PRIOR M CONSTRUCTION. Historic-OKH Preservation/Hyannis Project Street Address�L�ain Street Village Hyannis Owner William St Corp Address 100 North Front St New Bedford MA Telephone 508-990-3930 Permit Request Renovations to existing exterior facades, including new windows and siding Square feet: 1st floor: existing4000 proposed n/a 2nd floor: existing n/a proposed Total new Zoning District CBD 500 blk Flood Plain n/a Groundwater Overlay n/a Project Valuation 1X1 -fO 16 o 6 Construction Type 3B Lot Size3 •'X7 acres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 5n yrs. +_ Historic House: ❑Yes No On Old King's Highway: ❑Yes L*No Basement Type: CIFull ❑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 czn 11 a Total Room Count(not including baths): existing new First Floor Rood ount - .� Heat Type and Fuel: ClGas ❑Oil ❑Electric ❑Other co Central Air: X]Yes ❑No Fireplaces: Existing New Existing wood/c I stove: l Yesf; ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ xisting rq newccs¢e Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: ..1 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ — Commercial 0 Yes ❑No If yes,site plan review# Current Use Proposed Use / 1 BUILDER INFORMATION Name 1411 11Ar h4 �7• l y r�` P. Telephone Number 3 020 Address . d U 1V41,1 i e�z7 apt f _ ��' �� License# �E'4,v -Fee A OV/4-5-S, Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 44 DATE FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED M�A'P�/PARCEL NO. ADDRESS-, VILLAGE z OWNER ` ' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH �`�'` 'R FINAL CJ t*5 F FINAL BUILDING' r =; c r`w• ,DATE CLOSED,OUT• 3 f ASSOCIATION PLAN NO. r ✓ �a� s b TOWN OF BARNSTABLE J CERTIFICATE OF OCCUPANCY l I PARCEL ID 308 261 GEOBASE ID 22236 ADDRESS 514 MAIN STREET (HYANNIS PHONE HYANNIS ZIP , ,LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 78840 DESCRIPTION DEPT. OF SOCIAL SERVICES PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY Department of ' CONTRACTORS: ARCHITECTS: Regulatory Services � I TOTAL FEES: $150.00 �tME BOND $.00 CONSTRUCTION COSTS $.00 �► 753 MISC. NOT CODED ELSEWHERE 3 PUBLIC P � 1639. ArFG MA'S A I I I BUILDINQ ISIOIV� BY DATE ISSUED 10/13/2004 EXPIRATION DATE i � • �i TOWN OF BARNST-ABI.P R ' TEMP CERTIFICATE OF OCCUPANCY 30 DAYS 8/25/04 PARCEL ID 308 261 GEOBASE ID 22236 ADDRESS 514 MAIN STREET (HYANNIS PHONE HYANNIS ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 78840 _ DESCRIPTION DEPT. OF SOCIAL SERVICES 30 DAYS ' PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: Department of ARCHITECTS: 00 Regulatory Services TOTAL FEES: BOND $.00 pir CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 3 PUBLIC P �►ss. 039. 1 BUILDII YJ ISION BY (� / _ DATE ISSUED 08/25/2004 , EXPIRATION DATE TOWN OF BARNSTA:G E' '- '� BUILDING PEPMIT ^_=' PARCEL. IO''�08 261 GEOBASE ID 22236 �"� _ H ADDRESS 514 MAIN STREET (HYANNIS, t _7 PHONE HYANNIS '. _f JI ZIP - r GOT r- BL;OOK_d RT SIZE _ ;SBA ( / i EVE�,�OPME T DISTRICT HY PERMIT 74415 DESCRIPTION TENANT FIT. OUT (D'EPT--bF SOCIAL, SERVICES) PERMIT TYPE BREMODC TITLE COMMERCIAL ALT/CONV Cy O�N��T]'I A'C�TOR+S: PROPERTY OWNER Department of ARCHI`ITE.CTS- Regulatory Services TOTAL FEES: 3, 100.00 BOND $.00 �fME CONSTRUCTION COSTS $600,000.00 437 NONRES_/NON SKP ADD/CONY 1. PRIVATE V t a^ _ r BAMSTABIA MASS. 1639' ED MP'� BUILDING DIVISION BY DATE ISSUED 01 29 2004 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN-CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEYTGRADES AS WELL AS DEPTH.AND-LOCATION.O-F PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT-DOES'NOT RELEASE THE APPLICANT FROM THE CONDITIONS-OF'ANY APPLICABLE SUBDIWSIO,N-RESTRICTIONS:` MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE'RFTAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL PLUMBING AND MECH- PA Y (READY TO LATH). NC IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I aoa ME= BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 )0'_'4 AI Ab a t 1 I 2 2 vh)+ do 2 X svee lAl 3� F /V U, 1 HEATINOINSPECTION APPROVALS ENGINEERING DEPARTMENT ��� �u1 Pt'�•�y 2 BOARD OF HEALTH 1 OTHER: SITE PLAN REVIEW APPROVAL 'zld WORK SHALL T PROCEED NIL PERMIT WILL BECOME i�_ AND VOID IF CON- INSPECTIONS INDICATED ON THIS THEINSPECT HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r I COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $150.00 Alterations/Renovations $100.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0081= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= O{ Q 0 0 X.0081= STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0081 i s Commprojcost Rev:063004 i M CMR Appadca 1 Table JS.Zlb(continued) prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM (hazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Area'(%) U-value= R-values R value' R-values Wall Perimeter Equipment Efficiency' package R-value° R-value' 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12%a 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 1 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y 1 19% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE s 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: , 3. SQUARE FOOTAGE OF ALL GLAZING: 6Z CD ® 0 4. %GLAZING AREA(#3 DIVIDED BY#2): 7 / 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS_ ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: • I q-forms-f980303a 780 CMR Appendix J Footnotes to Table J4.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 fl of glazing area. Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation. thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include structural sheathing, and interior drywall.For example,an R-19 requirement could be met EITHE R exterior siding, g 1 by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-fraine or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 5 The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doo rs of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement dscribed in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes eleetric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of•tlie-closest.city or.town see Table J5.2.la Y M NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)-opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J 1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 i Town of Barnstable Regulatory Services Thomas F.Geiler,Director seuvsrnat.$, � � 9� ass 1679• .� Building Division �etEp�p Tom Perry,Building Commissioner 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: r 0 JOB LOCATION: S O G VVL V-) number street village "HOMEowNER': C.S.) t l k.,- � 1 C C,_o T:� name n home phone# work phone# CURRENT MAILING ADDRESS: C G G ca l 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 procedures and requirements and that he/she will comply with said procedures and requirements. Si ature of Homeowner 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 personas 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:forms:homeexempt The Commonwealth of Massachusetts Department of Industrial Accidents* 660'Washington Street - Boston,Mass. 02111. Y Workers' Com ensation.Insurance Affidavit-General Businesses ;:tir..s.• b address . Vl+, f�1 J state: nA &A zip:d�`?�LA 1. phone# �b � �l ���r2•-1 full address : �'G work site location ' ❑ I am.a sole proprietor and have no one Business Type: ❑Retail❑RestaurantlBai-/Eating Establishment �ffice❑ Sales Cincluding-Real Estate, Autos etc.)' working in any capacrty. . am an em to er with em to ees(full& art time: ❑ Other %/%///%%/%/ //%// %//%/////%%%////%%�%%/////�%%�//////%//%�l�/% I amTloyer providing vYorkers compensation for my employees working on this fob. v. IS, .�9lne' ..6 '� +• ' •{. - .•a >:' ,.f:•.ff,,.• •?,. ��;.;.f�•r},:i i' ,ii.': _ ,?..i:: ar. :4 .:1 e' J.;..f t;:'`:wZi. ''�:•- ,i'^i•.'... i. •t:::.1,:•.v+•:'+.. f..ti• S:•yf �.). 'i:,•' t ,,f'.:+�• .:• is '�, ... . �i'1 ;4,'• •:a. ,.,„eC,� ;�,4i.. , •':••.."'r+•:•:i.: ..J .. fir: •,•• i ";, t• ••" rl,+•S.. r` •, '.I: •;;pp !:' .t. '�. :t' •�';l• •t"r}•,t' 'i . irisurance.c�'. ::...... :} .,,•.•:.:;:• .•.:- / ❑ I am a sole proprietor and have hired the independent contractors listed below who have the following workers' .compensation polices: ; .>1 ^, y_ /y((/\Q '� •!: :', :.i�..y•.:• :;i,�rv''+�'r'..�i':ti•, i:t•�.!si•� � COI1lP77 anV etidse§S:. ••' 1, :L:r i :4., — .J,- •t r :i &'one0. " .•,+r y ,�:' l:•. ,}•:•. ••r.♦ •f.71•a'1+.t'r!• .: "{i.•i•.'•t'' coin . , ,: ,' • .. address: - + :, :• , - CIS. .q- :i,:y' .:h>•`.;...r'4'•. ''L.• n5, .��.,4; .i 'tl:•'s.:°ri•'•.fr�•: •�.�yi:•_a: r.1::^�j.. •�:.:i`.a:': :,, insurance co . . r• .:.''•:. :. . ... j12 / Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 andior . one years'imprisonment as well as civil penalties in the foim of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that s copy of this statement may be forwarded to the Office of Investigations of the DIA.for coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct, bate "" p Signature /�' � t pp . . rz e7 •• . . `_ Y Print name Phone# official use only - do not write in this area to be completed by city or town official permit/llcense# ❑Building Department city . or town, ❑Licensing Board mmediate ❑-check if i response is required ❑Selectmen's Office ❑Health Dnpartmenf , contact person: phone Y; -[]Other e (rev9ed Seat 1M3) l - Information and Instructions. assachusetts General Laws chapter�152 section 25 requires all employers to pre service of anoth vide workers' �imder atidii for o tract vi �' ;mployees: � quoted from the 4`law', an employe is.defined as every person orn Df 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 bf e, construction or repair work on such dwelling house or on the grounds or another who employs p�sbns to do.maintemmanc building appurtenant thereto shall not because of such.employmmt.be deemed to be:an employer.. MGL chapter 152 section 25 also'staies that'every state'or local licensing agency shall 'withhold the issuance or renewal of a license or p ermif buildings to operate a business or to construct in the.cdmmonwealth for any applicant who has not produced acceptable evidence'of compliance with the insurance coverage requir n ed. Additionally,neither the ' oIrnnonwealth nor.. .of its political subdivisions shall enter.into any contract for the performance of public work until evidence of compliance with the insurance requirements of this chapter have been presented to the contracting . acceptable duthority. Applicants 'Please Please fill,in .the workers'compensation affidavit completely,by checking the box that applies to your situation. • supply company name, address and phone numbers along with acertificate coverage. Als be sureto s'gmay and datet he •� to the Departm6t•of Industrial Accidents for confirmation of uors g affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being re nested, not the Departrnent oflndustrial Accidents-. Should you have any questions regarding the""law" or if you are q artment at the number'li.sted,below- required to obtain a:wor'k. •compensation policy,please call the Dep City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Department has pe=deed te a space li h b Please of the as to contact o g pp ons h g 't for ou to fill out in the event the Office of Investigator y affidavit- Y_ = be sure to fi11,.in the pe1rrntlhcense number.which will be used as a reference number. The•affidavits may.be.returned to, the ure to .- or FAX•uriless other'arrangements have been made. ; The Office of Investigations would"leto thank ybu in advance for you cooperation and should you have any questions, please do nothesitate to give us a-call.- NOWN FIN ess,telephone and fax number: The Department's addr . The Commonwealth Of Massachusetts.. Department of Industrial Accidents @t�ce of�oiresS�atfens ' 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727=4900 ext:406 r 04 JUL -7 Fe .12. 14 THE} 6 "o.� Hyannistre Waterfront TOWN L ERK Aiaric District Comm ion 230 South Street Hyannis,Massachusetts 02601 Application to 11 annis Main Street Waterfront-Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness. under M. G. L. Chapter 40C, The Historic Districts Act for.proposed work as described below and on plans, drawings or photographs accompanying this application for: PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition EVAlteration Indicate type of building: ❑ House ❑ Garage ERICommercial ❑ Other• 2. Exterior Painting: ❑ 3. Signs or Billboards: [BNew sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other 5. Parldng Lot: ❑. New Building ❑ Addition ❑ Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE 65714 ASSESSOR'S MAP NO. 50R ASSESSOR'S LOT NO. 24.1 APPLICANT UJ L L L.l A M,S 5`I•►2LLr 7 Cco M$' TEL.NO. APPLICANT MAILING ADDRESS 100 P 01144 F IZO a 7 5T 0&w 59V&W giA 02'Te4b ADDRESS OF PROPOSED WORK 67110 At A 10 5 T a"T 51,04 1G PROPERTY OWNER A •A r3 c y C TEL.N0. A S A P ev Li' OWNER MAILING ADDRESS A 5 A ,90 91 FULL NAMES AND MAILING ADDRESSES OF ABUTTING OWNERS.Include name of adjacent property owners across any public street or way. This information is best obtained at the Town Attach additional sheet if necessary). Assessor's Office. ( AGENT OR CONTRACTOR Pia U L $15(41 u 5 TEL.NO. �o 8 "QTT ADDRESS Coc> "cP'fL 'tt4 FtLow7 S�,L.�e7 k)kfW i6&l911—Z6i'L0oUA b-L741V 4 DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done, including detailed data on such architectural features as: foundation,chimney,siding,roofing,roof pitch, sash and doors,window and door frames,trim, gutters - leaders,roofing and paint color,including materials to be used,if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). M -Tn.o P 17110 G f,<,v T I U C., 6 (LE� S� Sign �` Owner-Contractor-Agent Signed- • SPACE BELOW LINE FOR COMMISSION USE Received by HMSWHDC Date Time This Certificate is hereby ,I� W By Da 0 v Sign MTORTANT:If this Certificate is approved,approval is subject to the 20-day ap e ' d pr i the Ordinance. CONDITIONS OF APPROVAL: Ari • M A TN CTT�Tt'G T __ *** SPECIFICATION SHEET *** ADDRESS OF PROPOSED WORK FOUNDATION 0 C' LDS U tL V l SIDING TYPE 51 b!N G a�V�L Sl�(IU����COLOR ��L`af G i� � �6Lp fl T /mil CM24EYTYPE VIA COLOR /At�7 l� 2s �wc't� C'.rLay . ROOF MATERIAL Cf fl N b P j COLOR A TA S /j tTA L t2-00r 1 RJ& PTTCH WINDOW Lu VA t 6.3 U yA 57r0jt CrP_&A3- COLOR TRIM COLOR DOORS ALV M 1000.�L 4r0a r 0f COLOR SHUTTERS �A GUTTERS fl)/A DECK /A GARAGE DOORS COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application,along with three copies each of the plot plan.,landscape plan and elevation plans,when applicable.The Plot plan need not be"Certified",but should show all structures on the lot to scale. of BAR�s CAPE CC® COMMISSION 0 V ® 3225 MAIN STREET P.O. BOX 226 BARNSTABLE, MA 02630 Stit (508)362-3828 CHU FAX(508)362-3136 E-mail:frontdesk@capecodcommission.org HEARING NOTICE CAPE COD COMMISSION The Cape Cod Commission will conduct a public hearing on Monday, April 26, 2004 at 9:30 a.m. at the Cape Cod Commission, 3225 Main Street, Barnstable, MA. The following project has been submitted to the Cape Cod Commission under Section 3 of the Development of Regional Impact (DRI) Enabling Regulations for consideration under the change of use provisions. This development will be heard pursuant to Section 13(a) of the Cape Cod Commission Act and Section 4 of the DRI Enabling Regulations. Should the Commission find the project is subject to DRI review, a hearing will be held in Barnstable at a later date. Notice will be provided. This notice is being published as required by Section 5 of the Cape Cod Commission Act. Project Name: 500 Main Street/Hyannis Project Project Applicant: William Street Corp. Project Location: 500 Main Street, Hyannis, NIA Project Description: Proposed site plans show 14,500-sq. ft. to be retrofitted to accommodate, new office space. Includes space presently vacant and/or formerly used for retail, a pizza shop and a church. Anyone wishing to testify orally will be welcome to do so. Written comments may also be submitted at the hearing, or delivered or mailed for receipt on or before the date of the hearing or until the record is closed. The application, plans and relevant documents may be viewed by calling the Commission office at (508) 362-3928 to schedule an appointment between the hours of 8:30 a.m. and 4:30 p.m. t� 1; anthony p. d'onofrio, aia architects &planners 25 mann hill road po box 457 north scituate, ma 02060 (781):545'3404•fax(781) 54.5-8322 FIELD REPORT #1 DATE: March 25, 2004 PROJECT NO: 2004_01 TO: Mr. Tom Perry The Town of Hyannis Building Commissioner: FROM: Anthony P, D'Onofrio, AIA,Architects &Planners RE: Proposed Tenant Fit-up for the Department Of Social Services Cape &Island Offices for the Williams Street Corporation, Main Street, Hyannis, MA 1. MAJORITY OF DEMOLITION COMPLEED. 2. INSTALLATION OF ELEVATOR PIT IN PROGRESS. CONCRETE FOOTING TO BE POURED THE FIRST OF NEXT WEEK. _ .. 3. ERECTION OF METAL STUDDING BEING IN PROGRESS BETWEEN COLUMN LINES a01,17-1`TO'K AND COLUMN LINES 1 TO 16. i Sincerely, Anthony P. D'Onofrio, AIA 2004 01 FR-101 cc: Paul Bishins �r t .......... i4w -, TOWN OF BARNSTABLE$UILDI.NG PERMIT APPLICATION Map Pardel � '�� ��� Permit# Health Diviaidn St:�-* 1a'1 Oy 10.-I Date Issued 9 O Conservation Division i�0� JAP =3 A i ;� Applica i n Fee Tax Collector Permit Fee G `� �� 00 Treasurer j 'ri5iElf - Planning Dept. '��� Date Definitive Plan Approved by Planning Board CONSMUOM Historic-OKH Preservation/Hyannis Project Street Address M A 51-r/L LCT Village 11 VA W W 1 S Owner W t LL(A t46 57 p_cs-( co P Address (oo N.1=wA T SY,. M'e tr PRa O /dh Telephone �O 10 3o�a FA)° 5p 62740 P � �t47 -o3Z� Permit Request 't' F_PAu-T lr('r UP roa -rwK IarPj OF S0k--IAL S,Ct20CE";: A`D 126L)OVATIOUS 'TQ EQ415TWIC., FA6APlFS (ryA5r)�.) Square feet: 1 st floor: existing ADOW 5 posed WA A 2nd floor:existing proposed Total new Zoning District b W 13liL Flood Plain it A Groundwater Overlay N A roject Valuation , Construction Type 'w J5 ' Lot Size Ac tZ Ce, Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure '3d YKISM5,-h Historic House: ❑Yes ©-No On Old King's Highway: ❑Yes W-Ko Basement Type: E(ull ❑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: �as ❑Oil El 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 WKes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name kV I L L I A M 5 s- rzis j-f r Cz-i' Telephone Number © "l Y Q 3 c- Address [00 Aj o2,(4. r. (L.6 P T 5 -1 License# 13 Ls b r b Z( 40 Home Improvement Contractor# Worker`s Compensation# k A it tZ --,d 74 5W 5 5- ­03 ALL CONSTRUCTION DEBRIS.RESULTING.FROM THIS PROJECT WILL BETAKEN TO o f PJ A c SIGNATURE DATE I I Zo /Oz FOR OFFICIAL USE ONLY 0 �t • -PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: .FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH 9 fie FINAL PLUMBING: ROUGH FINAL In GAS: ROUGH FINAL 4 FINAL BUILDING one DATE CLOSED OUT ASSOCIA/TyION PLAN NO. N, f W The Commonwealth of Massachusetts _ - — Department of Industrial Accidents -�_� — -. - 011lce of/osestigavons • 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insuran�,Auffl&av"it name: iVJ LL[A/AS S TI=','151 CO2P location: 100 10"7 ld F a tl J'j S-j city ti ,;w Co R O At phone# 0 ❑ I am a homeowner performing all work myself. ❑ I am a sole parictor and have no one woridn inany ca iclty MI/�am an em 1 roviding workers' compensation for my employees working on this job. ••+•••• -•. :.}}},}}•?:.:.},-i. t• ..:.:n}'.::?;•}:;b:t•:v}i:•isfi:?fi:•.v}}:}}i:•:;w}:}}}::•}.FFFF}'•::::w..::v::::.vr: v.•::•• .... ........ 1 y ........,.... ..:...n............:...... .::::. ...........':4::}:'.v fttt:F•:4::{v::•.::w:::;::•::.v:w:.v::::tit::??}4}:^i:4;•}• y;•':::. ......... :::y-.• :�:ti .. gy.....::•::..:•: .. ::. ..... }y ;•¢?:::::•y::::.:..:.::::..:{:.:,:n.::::v::ni::::::n:v::::.,ti::•}•.::;:C't+ti:;{•i:}:•F:v$}i}:•}}:4i}iF:i•is:;?4:i:w:i}}}i.?:-'�FF:;4}::v:i ..r .. .. .. ........... .. }............�......•a;4•.�f..�:::.:::::w::::nv:•.n:::.:n::}}y:..}iyi';':.::i :??4r?}iti•}::}.fi::..::::::::::..v:::•::••:::::::•.v:n::v::.:::}::::::::...i: t... 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Fi:'i.:}.�4:;t:.}'^:?4}:{:{?4}:•}in ... ...... .F ... ,.4 •..."�✓. ......k�.......... ........ ..:................ .... ....... hbIIEr#. }C. .Gt}�.�;;::>:• .... ...... f�3:::: ::;;:<:::Sxt.:.:.;:_...F:•`.t}.•i�FS::;�:io J t :...::...:. }.. fir ..... . :.,•::::•:.� 4:•is4:.,r};;:.:?•F:•:F:••:::::.}F%:{.;}}}•:};:fi::::>::FFF::>}:::::::::-rFr:.: .,...�•::::.; ::..:......:..........: • ..........:...:........:......:........:.................:....:.............. all :#:::::...:....,..,..: .:..:.�.....��+......�.. .,:.....:.... Foam to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a One up to$1,500.00 and/or one years'imprisonment as Well as chn penalties in the form of a STOP WORK ORDER and a One of$100.00 a day against me: I understand that a copy of this statement may be forwarded to the Oice of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is truR and correct Signature Date Print name Phone# psi official use only do not write in this area to be completed by city or town offlcial city or town: permit/license# ❑Bading Department ❑Licensing Board check if inunediate response is required ❑Selectmen's Office []Health Department contact person: phone#; _ ❑der (wised 9195 PIA) R. �r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate'of insurance as all affidavits maybe �. . for confirmation of insurance coverage. Also be sure to sign and submitted to the Department of Industrial Accidents date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is ents. Should you have any questions regarding the"law"or if you being requested, not the Department of Industrial Accid are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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. The affidavits may be retarii io the Department by mail or FAX unless other arrangements have been made. The Office of investigations would like to thank you in advance for you 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 Me of Inxestlgatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 4 . Town of Barnstable Regulatory Services saFexsUBM +' 9 MASS. $ Thomas F.Geiler,Director �pTen 9. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder _. J. .as:0ainer.of the subject property, hereby authorize to act on my.behalf,. in all matters relative to work authorized by this building permit application-for: (Address of Job) Signature of Owner Date Print Name T , Q:F0RMS:0V1MWERkMSI0N COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Ca , 0' 0 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq. foot= S Off/00 X.0061 13O9 D STORAGE BUILDINGS ONLY square feet X$32.00/sq. foot= X.0061 Commprojcost anthony p. d1onofrio, aia architects &planners IK 25 mann hill road • po box 457 north scituate,ma 02060 I (781) 545-3404 fax (781)1 545-8322 AFFIDAVIT AR HITECTURAL DEKQN TO: The Town of Hyannis Building Coinrnissioner: RE: Proposed Tenant Fit-up for the Department Of Social Services Cape & Island Offices for the Williams Street Corporation, 500 Main Street,Hyannis,MA I hereby certify that I have prepared the architectural plans for the above named project and to the best of my knowledge and belief, the plans are in accordance with the requirements of the Massachusetts State Building Code and all applicable laws for the proposed project. The Architectural drawings include Sheet T-1 and A-1 thru A-8 and Structural Details Sheet S-1 all dated 01/20/04 Project No 2004_01 I further certify that I shall perform the periodic site visits to determine that the construction has been done in conformance with the Pen-nit and plans approved by the Building Department and with the requirements of the Massachusetts State Building Code and all applicable laws for the proposed project. Upon the completion of the work,I shall submit a Final Arcbitectural Affidavit that the construction has been done in conformance with the Permit and plans approved by the Buildin0 Department and with the requirements of the Massachusetts State Building Code and all applicable Iaws for the proposed project. F.D.-O 0 F� Anthony P.D'Onofrio,AIA Architect-Mass.Reg.No.MA-2653 o a No.2653 o 25 Mann Hill Road North Scituate MA 02066 E 3o MASS. F9�JH pc MnS� __.. o1p?/?�(• �/C."7"4 r EGG" Subscribed and sworn to before me this NOTARY PUBLIC Or My Commission expires on . ATnia Copy Attest MARJORIE A.YOUNG NOTARY PUBLIC My connm sake&Vines May 13,2005 °FIHF T° The Town` of Barnstable NW BARNSTABLE. Department of Health Safety and Environmental Services MASS. P ,• 9�A e67q. p�00 rFDMAy Building Division i 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW A ! Owner:'# WI 4CC A err isuP �T i2, Map/Parcel: i �� �^ Project Address: �� r`? ,lq,& � W( Builder: w � i The foilowing'items were noted on reviewing: r P')PD �C n4t-g ei-tom%/T I�JG.Kfr2�il2. r a s , i Reviewed by: Date: q:building:forms:review 04/29/2002 11:54 508-997-0323 B.S.&ERIKA REA; TIES PAGE 01 c/ J-() ff" �-1411 �" WRAC ME COMMONNUALT11 OF NIASSACI~11,'SE,1"1'S registration: 129.853 Board of Building Regulations and Standards One Ashburton Place- Room 1301 Expiration: i lrl l)r01 Roston,Mn"ricliUSetts 02108 RCCCIVeLi: Application for Renewal of Registration Home Improvement Contractor or Subcontractor MGI,Chapter 142 A, 780 CMI1 Rt, t�J� (l�t.l__ASF:tal;A1)INS'rkUC711ONS('AI2EFUL-LY)JOHN CORREIA JOHN CORREIA 919 BELLERILLE AVE. `> Ord , NEW BLDFORD, MA 02745 Pioasa not charges to mailing address. Street Adciresss(if differeut): p 919 BELLERILLE AVE. NEW REUr- R5 MA 02745 Please note changes to street address. Applicant type: individual 6. Federal ID No: Sae lnstnrcUc-ns to change Application type. ho.of l~mployees: �No. t:mployoes Individual responsible for Ilome Improvement Contracts: JGHtV CORREIA� - First Mid Last )• `I'itic of Individual responsible for}tome lin+l rove"ient Contracts: OWNER �. Please note charges to PUG. — _-� Phone No: (508)992-6071 `J �� t. Does the applicant or responsible person hold any other construction related,state,city,town licenses or registrations? Li Yes Li-No Construction Supervisor License: —_� Expires: Motor vehicle Repair Shop! Expires: 1 List all partners,trustees,officers,directors anq major owners(10%or greater of ownership)of an applicant partnership or corporation below. Use additional paper If necessary. DCheck here if you wish to receive an applications for additional ID cards for key persons, Last First Mid. Title In r#ppllcant Business %Owner Address 1. Is the applicant claiming exemption from the registration fee?(See the instructions) Yes No 1, Registration fee enclosed:S Guaranty Fund fee enclosed:s If necessary,Include two separate eertifled checks or money orders-ane marked"Registration Fee";one marked"Guaranty Fund". See instructions for amount of fees.Make all certified checks or money orders payable to"Commonrveaith of Massachusetts". _IYO PERSONAL OR BUSINESS CHECKS WILL BE ACCEPTED UNLESS THEY ARE CERTIFIED. Pursuant to Massacl►usetts General Laws Chapter 62C it 49A,I cei-W ,under the penalties of perjury that 1,to my best knowledge and btHef have pled all state tax returns and.paid all state lazes required under law. ,14 1//&/0 Slg ure of applicant or applicant's representative 11itln held with applicant Hate A false answer to any question in this application corestituttt grounds for suspension or revocation of the applicant's registration. 10 �� � - i —= The Commonwealth of Massachusetts x == Department of Industrial Accidents � --- _ Ofl�ce oflnresdgat�ons . : - 600 Washington Street Boston,Mass. 02111 �-- Workers' Com ensation Insurance Affidavit name' U-3 xa location: `V, 'Ras Q 4 pity m 6•4-o phone# ❑ I am a homeowner performing all work myself ❑ ,I am a sole r rietor and have no one workiu in ca achy I am an em Toyer roviding workers' compensation for my employees working on this job. ❑ P P :'.;:;:.;;.:::.::........ com an n - ;;:.> Xi 4. x. ,.:.. ::<:::>:.::;:>:::<:»»>: :»::>::::::>::.>:<::>:.>::>::>:'::::>'. :::-::;.:::......... >::>::>.<:::<:>::>::::>:>:Atop # . e X. j X. insurance ®dam a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who.- have olices: the following workers compensation p -• -• ,- � ' is k"iI{:i::!ii . ..y..::::::::::: com .an.:::Haute;:;><:;•;?:.;........: ...,'. ::;:. ..::. ::.:::,,.::...,..:.... ............................ H. + .......................... ." 3 NX :.::..._ >< ><>><< uJ:••v:.v\:..1KQ•}a:::ii:•: xi M. X. c as<tiaur . ii;<-X,: >'iji% ': `i> ;i'i k k i:>:i adilr s h:::::::::::::................ ........... ..................................:........ iLl- •w> :.:::::::::::;;:::::<:»::::>::::::<:::>:::>;::::::>:::;::<::;::<:::>:>>::»»:<:,:,>::::;<;:>:.:<.:: 'ohe. lmnran. . Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a Sne up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a' copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification —.....I do herebycertifyunder the pains mtdpenalties ojperjury that the-informationprouided_above_is true und_cor_rect_._._..:_.-_. _.- . . Signature Date Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office _❑Health Department contact person: phone#; ❑Other (revised 9/95 PJe� Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 also states that every state or local licensing agency shall withhold the issuance or 1.renewval 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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"_off.you are required•to obtain a workers' compensation policy,please call the Department at the number listed below:. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of tfie 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 pertrnf/license number which will be used as a reference numer. The affidavits may be ietiuned f the Department b"mail'or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Offlce of investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 i I I I , I I PARKING I - I I • I I '• I s I I rm I - - I I - IYE X- x x x - - I c x x I x EIEV-Tara I Ix x x x x x x x x x x xi I I I I E I I _ RETNL STORE i I _ /4867 7 - I i II I I PARKING I I I I SCHOOL ROAD t anthony p. d'onofrio, aia SITE & FLOOR PLAN REV 03/18/02 architects & planners EXISTING CONDITIONS 02/25IO2 1 OF 1 5 bound brook court•po box 457 MLLIAMS STREET CORPORATION DATE PAGE m sciI:uafel rna 02066 _ MAIN 3 FRONT STREETS HYANNIS.MA 20023 EX-1.2 781-545-34D4 ' fax 781-545-8322 JOB NO DWG NO ,; ' , i ORDERS "SAY IT IN WRITINUI DATE: I f NOTICE—Keep This For Re reme i I 9 - � it Date Completed , ' 4 ,. _ Comrnierits: : Follow-Up Date Completed[': El FOLLOW-UP MOTES W r Hyannis Main Street Waterfront i11ARMABIA 'r Historic District Commission MAM 634•A� 230 South Street Hyannis,Massachusetts 02601 508-790-6270 FAX: 508-790-6288 DECISIONS MADE AT PUBLIC HEARING Following are decisions which were made by the Hyannis Main Street Waterfront Historic District Commission,a quorum being present,at the meeting held in the Conference Room of the School Administration Building at 230 South Street,Hyannis,MA at 8:00 a.m. on Wednesday,February 10,1999. Present: Lemos,Jessop,DeMartino,Robinson,St. Onge,Jr. (chair),Scudder. Agenda Items Decision Sidney Shwartz-(application submitted by Maureen Delaney for Approved Unanimously. Hyannis Antique Co-Op)-500 Main Street,Hyannis,MA. Assessor's Map 308,Lot 075. Certificate of Appropriateness for signage. n The Town of Barnstable MAM 9 1639. Department of Health, Safety and Environmental Services o +' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner January 19, 1999 Mr. Sidney Schwartz The William Street Corp. 61 N. Front Street New Bedford, MA 02741 Re: 500 Building Main Street;Hyannis Dear Mr. Schwartz: You have not complied with my cease and desist letter of 11/3/98, and a visit to your building on 1/13/99 reveals that you are still using the basement for retail use. We have no choice at this time but to file criminal charges against you. Sincerely, Ralph M. Crossen Building Commissioner RMC/lbn Certified Mail Z 089 666 397 f f {{a g990119a P 339 592 440 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Intematiotl Mail See reverse Sent to Street&Number Post Office,State,&ZIP Code Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee LO Return Receipt Showing to. Whom&Date Delivered Return Receipt Showing to Whom, Date,&Addressee's Address O Q TOTAL Postage&Fees $ ch Postmark or Date E o L a Stick postage stamps to article to cover First-Class postage,certified mall fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carer(no extra charge). In I 2. If you do not want this receipt postmarked,,stick the gummed stub to the right of the m Pc return address of the article,date,detach,and retain the receipt,and mail the article. rn 3. If you want a return receipt,write the certified mail number and your narr*Aid address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article n RETURN RECEIPT REQUESTED adjacent to the number. t Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the Cr addressee,endorse RESTRICTED DELIVERY on the front of the article. C0 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. U. 6. Save this receipt and present it if you make an inquiry. rn a i oFtKE� The Town of Barnstable ,0�' Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 26, 1998 Mr. Sidney Schwartz The William Street Corporation 61 North Front Street New Bedford,MA 02740 Re: 514 Main Street,Hyannis,MA Dear Mr. Schwartz: I regret to inform you that the downstairs uses at 500 Main Street in Hyannis beneath both the Antique Co- op and the Flea Market are not in compliance with either the Massachusetts State Building Code or the Architectural Access Board rules and must immediately cease. You may use the downstairs as storage only. Such storage not to be used by the general public. In the alternative you may if you desire,come in with engineered plans showing a second means of egress from both basement uses as well as an elevator to both and I will reconsider this order. I have notified both tenants that the downstairs uses are not up to code and both understand that this order is to take effect at the end of today. Please contact me as soon as you get this letter to discuss its contents. Sincerel , L Ralph M. Crossen Building Commissioner ' RMC/km 4 Via Certified Mail P 339 592 440 R.R.R. g981022a a � " D -^^ ., Town of Barnstable Building.Division o i Main Street fn aE a t r ^` P 3=39 592 43 1 ' r s > Hyannis;l �l 02fO1 , 9 �u x o ��'�$,�: cy•iP f �161'�MLSt'� Ot 'Ei1 G �;���;.�.� p SAJO! o I' LLIl��]J� p p p O k O '. LI o .� O' O c p C�Evf ° It\ O �. BB((�� 10 1 0 ET1,11 kfArD -' tAm K f_ .,^. ]O to mean Krmd k O ]� O O �W�� ������Mr�Sidriey Schwartz 1 . . Z-YPd�DOPdhee William Corporation 19 Hathaway Road New Bedford, MA 02746 f- . ai SENDER: I also wish to receive the..., - O ■Complete items 1 and/or 2 for additional services. following services(for an s " y ■Complete items 3,4a,and 4b. 0 ■Print your name and address on the reyerse of this form so that we can return this extra fee): '2 card to you.. " 0'. ■Attach this form to the front of the mailpiece,or on the back If space does not 1. ❑ Addressee's Address Z ` permit. y ■Write'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. C delivered. 0 4a.Article Number . 3.Article Addressed to: Iz E E � 4b.Service Type Certified il E �� � ,y ❑ Registered o, N \ ❑ Express Mail ❑ Insured C W ❑ Return Receipt for Merchandise [3 COD _ ¢ o 7.Date of Delivery 0 5.Received By:(Print Name) 8.Addressee's Address(Only If requested C. and fee Is paid) IE . ¢ 1 6.Signature:(Addressee or Agent) PS Form 3811, December 1994 102595-97-B-0179 Domestic Return Receipt OF1HE Tn._ The Town of Barnstable • aniuvsrneM 9cbMASS& Department of Health Safety and Environmental Services ArFDN►v�°i Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 3cg' G � October 22, 1998 Mr. Sidney Schwartz The William Corporation 139 Hathaway Road New Bedford,MA 02746 Re: 500 Main Street,Hyannis,MA Dear Mr. Schwartz: I regret to inform you that the downstairs uses at 500 Main Street in Hyannis beneath both the Antique Co- op and the Flea Market are not in compliance with either the Massachusetts State Building Code or the Architectural Access Board rules and must immediately cease. You may use the downstairs as storage only. Such storage not to be used by the general public. In the alternative you may if you desire,come in with engineered plans showing a second means of egress from both basement uses as well as an elevator to both and I will reconsider this order. I have notified both tenants that the downstairs uses are not up to code and both understand that this order is to take effect at the end of today. Please contact me as soon as you get this letter to discuss its contents. Sincerely, Ra ph M.Crossen Building Commissioner RMC/km ;a J. Via Certified Mail P 339 592 439 R.R.R. 4 g981022a Vs - RESIDENTIAL BUILD APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING S square feet x$64/sq.foot= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. y >120 sf-500 sf $35.00 s , , W " ,, ;, .: . 1. Th ssen rUP El.9 lidr Y ." �s "& di g.,s°3 r ., i :. New Elevator Installation Coordlriatlon ;, 4 TRANSMITTAL March 8,2Q04: a `.=i Company ' ` William.Street Corporation Phone:' 5Q8-997-6881 100 Front.Street Fax 508-991-0323'' ,_ , 46 Bedford, MA :02740 .. . : ;,, Attn: Paul Bishin m . RE: Hyannis Office Building :';. 600 Ma+n Street, Hyannis, MA,:025Q1 - ElevatorW 1 F H.. 1. _ ., 95710-{?t}3Q I. 224-ET1112 1. C0=les„ �1eSr t3 .. , . Egg •: e ` H _r . 1 **F1NAL,RELEAS,E&Record,Copy** A . I Main:Elevator Layout ., _ " :. 6 Entrance Detail Drawing I 6 =Cab Detain Drawing 6 Car&'Hall Fixtu II res.; Detail Drawings . . 1 instructions,for'remittance,:of"`Stamped Fiais" . = . v . Remarks:- • The enclosed are submitting in cornpbance with,condltwns of iiiyssenKrupp ;„. levator?.s:subcontract for supplying&installing material andfor systems;for th0 k'., project referen,ee above. . : ". • Elevator.Equipment has released to fabrication based upon the enclosed'Final :"' " record drawings • Pie s� emit 06e (3f7 Stam-11 ped`° Maln k.ayouts, $o l hysse t�upp mays apply t l gal authorrties for eleuatc r mstailatlon and used � ° �- _., 'perm�tmit ta . ThyssenKruppEleva# r, Attn lekiorah°Bouvette =fi65.° oncord rAv , Cambndge, MAkD213.8 • ... you.have,any.;questions, pleasecontact us. " Regard-IIs; 5 1..; Chfls Penu iar , " ' Project"Coordinator y , `ku- cc file ' ' Deborah Bouvettz; t. 4, 4 5q '. x'— , ,l�, � hyS5@n{43'El{1�18VatW irprppratl0n .; r c ask'. Northeast Ete�ion Office , O,1 NursBry rto d b Urtfhicum}ie.ghts A90 2tO90-ld9d g A k i,x Telephone, (41 )789-C 2d0 (800)-286 3558E Fax-,(Ai6i"6 -a65A ^ lnta(Ret "it yssenk, 0 elevator coin k r3oa r s�nib else '' ; , '?' �,._ £ s `fit 4 , - w�'.u- _. ,:, rx, sa...^`. rk«,S ',,a ,. ..,.. a.,.wam. - .:—a.3` ­,, ,e—......�,,�:,��:­i?�I:I: ,, 1.— ,.I I .11 I.1, I— , � ill . I I rr�.�:!�,�� I I ..� ,I I�� �1.—:�, ,­.- , �11,_VI',,.: ,,:w.�,.,, , .: ,.. ...11�1.I I 11­ __ _, - I I 11 — . I , , J �`, 11 :. M ThyssertKrup;p.Elevato I I 3 11 'i, .. ' - .. , - .. 4.,V. W:. RE U T F ETA 'PE D ►1N1 1' d m The-Common...wealft f,Massachusetts requires that the appIication'for New Elevator ,"' Installation &Use Permits. ave the following items attached I-- Thyssen*upp will handle the elevator.permitting and In spectlon"pr4cess,`'we request: that you remit'thelbllowing documents so we may proceed. A) A clean photocopy of the prII oject's'building permit issuedI.1 the city or town. II v. B}' Three {3°) sets of clean-"FINAL" elevator'layout.drawirigs vWhJch are' N" approved, stamped;signed & daI edA by en appropriate Registered Architect ar Registered'Professional Engineer who,can certify`the structure�of the building in which the elevator•"shall be installed: '; Note: Tle Registered approval stamp is NOT cerklI.fying the elevator'equipment, .it"'is makno a Y. ° statement to the Commonwealth of Massachusetts that the building:structure will '' i v+itlistand the loads"created:by an elevator'as.shown-on'the elevator layoutdravi+ings. x . .{fee code excerpt below) Reference:. % , . . . 524 CN1R 19.01- (2)' .Dumbwaiter Plans and Applications,. 524 CMR'35.o0`=2,28:1(j) Electric Traction Elevator Plans and Applications � ,-', 524 CMR 35.00-'3.28.1(p) Hydraulic Eiebator Plans and Applications a.. � ! , R3�% : ... 'T _ ., , ,� All plans f©r elevator installations shall be signed-by a registered]professional engineer g era registered archite"ct and shall bearhis registering sump certi"fying that he has A, k H; examined Elie plans and ftnds,that the building willxstructurally.suppQrt„the coritracC load, ,:x-, of the elevator plus its take as they ale sh'ownon the eleyatordrawing Ttie architect or " ffl; engineer shall-not.kie respons,ble#or anyrnater al_an the elevator drawings The ' 4 complete Anstallaiion shall comply with 524 CNiR.Massachusetts;elevator:Code of the time of,filang. r ' , i �h " ; .:Permit applications"and elevator layouts must be fled and approvi=d before any work . ; can begin i , s S�. 3' ,� - �" E.I For specific code interpretations,we`refer you to: .• The,Co of Massachusetts :De*tment of:Public Safety �.' Elevator Inspection:Division , OneAshburton Place,Raom 1301 �I 1 ((77 y p A r [7oCJt1—� MA t]2108 ' S? "` kn - ThyssenKru ElevatorCorporaion , PP , 665 Gohcord Avenue ,°g Ca bradce_,A`1213$ ,; � eI�phone,_( 17)�47-§000 Fax: (61,7)$76"3.157. -. , a ,� ,aq,;Y' mot' '3 2 JI �' g a� r ,s -aa r . f TOW�l OF EARN;"' '."ELE -PARCR _,- 11-.El 3 0 'L2 6,1 A R 2 i_�� t114 MADIT 02PPERT H'YAL\`\N1'_5 .r -TRI"T 'IT ")UT up su"C"IA' C,'I'T, TE 4 19 D2��C Rif 1. 1 1 JN E tji A i-' tj CC)�LMERC Al 7./('0,NV "a -I ALI P Department of Regulatory Services L j I-1 L L L 0 �0 L P lk L­ 0 .'. 4 fS 'Lli _p-11 RAMSrABLE, ► MASS. QED MA'S A BUILDING DIVISION BY ;111-E I­,2t FI) u 0 x P A 0.1Nj pp. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU_ PERMITS ARE. REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME is AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map „ 3 0 Parcel 262 Permit# l' Health Division 4yy 2- 6/� Date Issued Conservation Divis' Fee �Q Tax Collector `a.,S_ D fee Treasurer Planning Dept. Ou t Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 514 Main Street Village H•.,annis Owner William Street Corp. Address 61 N. Front Street, New Redford, MA Telephone 508-997-6881 02740 Permit Request expand existing retail spare within PxistingTbuilJ4na Ca_ Square feet: 1 st floor: existi g proposed 2nd floor: existing proposed Tot ew Valuation g 00) O Zoning District _ Flood Plain N/A Groundwater Overlay lip Construction Type Wood Frame Lot Size Approx. 1.5 acre Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) = Age of Existing Structure approx. 60 yearsHistoric House: ❑Yes ® No On Old King's Hi ay: ❑6�as No N cn Basement Type: W Full ❑Crawl ❑Walkout ❑Other ' g U` Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 'I Number of Baths: Full: existing new Half: existing never Number of Bedrooms: existing 0 new 0 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑ Electric ❑Other Central Air: f $Yes IYAo Fireplaces: Existing New Existing wood/coal stove: ❑Yes M No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn: ❑existing ❑new size AttaLhed garage:❑existing ❑new size Shed:Cl existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# N/A Recorded Cl Cemmercial Wes ❑ No If yes, site plan review#. N/A -Current Use Retail Proposed Use Retai 1 BUILDER INFORMATIONvw Name William Street Corp. Telephone Number 508-997--6881 Address 100 N. Front St. License# New Bedford, MA 02740 Home Improvement Contractor# Worker's Compensation# WCX957680 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO N/A SIGNATURE DATE (6) �-� FOR OFFICIAL USE ONLY 3 PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION s FIREPLACE ' s ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING c r % DATE CLOSED OUT ASSOCIATION PLAN NO. - I 1/8"WITH MIN.WALL NOTES REACTIONS 2" 2" 1/4"WITH MAX.WALL (LBS.) ROUGH OPENING TO FACE FACE THIS FRAME HAS A 1 1/2 HOUR WARNOCK HERSEY LABEL. R1 543 BE FILLED IN BY 2" MAXIMUM FLANGE GEN.CONTR.AFTER 3=0"CLEAR OPENING IF GREATER,CONSULT FOR DRYWALL DETAILS,SEE DRAWING#494JV. FACTORY FRAMES ARE SET ALUMINUM SILL TO BE SUPPLIED. MAXIMUM WHEEL LOAD FOR ALUMINUM SILL IS 625 LBS. 4"x 1 1/2"MINIMUM OF CONCRETE FILLED BLOCK, (SEE NOTES) sw Y "B" WOOD OR STEEL BEAMS AT THE WALL LINE ON EACH .,- SIDE OF OPENING FOR ANCHORING SILLS. SILL LINE 3 1/2" 33.18 5"MIN. (OPENING 1 1/2" +2 1/8") 118" I 7/8 REACTIONS(LBS.)DUE TO LOADS ON DOOR PANELS.APPROX.HORIZ.LOADS 1 LEFT HAND REQUIRED AT FLOOR 1(FRONT) AND LOCATIONS TO BUILDING SHOWN 1 RIGHT HAND REQUIRED AT FLOOR 2(FRONT) PER ASME Al7.1,PART 11.THE SPECIFIED LOADS ARE CONSIDERED IMPACTED. MASONRY WALL TYPE FRAME 18 GA. DOORS )' 4'-0"ROUGH OPENING WIDTH ) ) 4'-0"ROUGH OPENING WIDTH I 16 GA. ROUGH OPENING cr\ROUGH OPENING ----------------`--------—-------------17 r__"-----------------------------------------1 U ; INTERLOCK ; ; INTERLOCK coo a KEYHOLE 1 1 I 1 KEYHOLE e t e t e e t t HALL STATION AHALL STAT T FLOOR P N i WITH FIRE SERVICE 3/4". O ) AT FLOOR 1 i w W ) ) r ii a a e �) L J RAISED DOOR ) b 00 JAMB SYMBOLS ' a w � LL _ 4 FINISHED 5"_I` WALL a - ----------- ----7 ---- ----------- - ��`` 2"BELOW R1 _J/ R� 2"BELOW SILL LINE N. LINE a EACH FLOOR R2 R2 EACH FLOOR Q W --� "B"+3 1/2" U. a a 4 1/2" T-0" r T-3" T-3" T-0" 4 1/2" 3/8"DOOR , _ TO SILL Co !V ENTRANCE ELEVATION ENTRANCE ELEVATION y 2 718"DOOR ONE SPEED LEFT HAND DOOR&ENTRANCE Y ONE SPEED RIGHT HAND DOOR&ENTRANCE ELEVATOR 1(FRONT) ELEVATOR 1(REAR) 1. 1/4"DOOR A woe-AwWass TO FRAME — — — 3-5-04 FINAL SUBMITTAL DO 1114/04 PRELIMINARY SUBMITTAL 00 DATE SYM. REVISION BV DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING FOR: HYANNIS OFFICE BLDG ELEV# 1 i £. ADDRESS: 500 MAIN STREET �{ I CITY: HYANNIS,MA 02501 CC1 ARCHITECT: GENERAL CONTRACTOR: WILLIAM STREET CORP V V ELEVATOR CONTRACTOR: .THYSSENKRUPP ELEVATOR COMPANY _J B/E=BAKED ENAMEL - EAST PROVIDENCE,RI �„er ramr'�iJibi COLOR SELECTION. This drawing and all information thereon is the proprietary property of ThyssenKrupp SrOcluuL suffe WAIL BY OTHERS Elevator and must not be made public or copied.This drawing is loaned subject to 16 GA. �jppLt return on demand and is not to be used directly or indirectly In any manner detrimental OMNL SILL SUPPORT to the Interest of ThyssenKrupp Elevator. BY ELEVATOR COMPANY - 7199936816401A FLOOR WALL TYPE WALL SIZE(FRONT) WALL SIZE(REAR) OPENINGS AT FRAME FINISH I DOOR FINISH ThyssenKrupp Elevator FRONT REAR FRONT REAR ACTUAL MIN. MAX. FRAME ACTUAL "MIN. MAX. OVERALL FRAME FRONT REAR FRONT REAR FRONT REAR ��� SECTION CITY CITY 2 MASONRY 9" J 7 9/16' 8 9/16' 10114. 1 BIE g/E OWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. 1 MASONRY 8' 79116' 89/16- 10114• 1 - B/E WE DD 01J14104 1 224 .. EN993681641 1 OF 1 NOTES < - - CAB WALLS F _ 314"PARTICLE BOARD CORE WALLS.EXTERIOR FACED WITH - A 1/16"LAMINATE BACKING SHEET.INTERIOR FACED WITH PLASTIC LAMINATE#7696 NATURAL PAPER . CAB TOP 14 GAUGE STEEL TOP,REINFORCED TO COMPLY WITH ASME A17.1 - CODE.THE EXTERIOR IS PRIMED AND THE INTERIOR IS PAINTED F-114 REFLECTIVE WHITE. . SUSPENDED CEILING - - THE FRAME IS AN ALL WELDED ONE PIECE CONSTRUCTION, - _ PAINTED BAKED ENAMEL F-112 BLACK THE CEILING CONSISTS OF WHITE TRANSLUCENT PLASTIC PANELS AS REQUIRED. - 72"PLATFORM LIGHTING FLUORESCENT LIGHTING DIFFUSED THROUGH A CLOSED WHITE - - 1 5/8" 68 3/4"CLEAR INSIDE 1 5/8" TRANSLUCENT PLASTIC GRID. FRONT RETURN AND TRANSOM CAR RIDING COLUMN TYPE SWING. ao LANTERN - STAINLESS STEEL W/#4 BRUSH FINISH M CAB DOORS 16 GAUGE HOLLOW METAL REINFORCED AND DRILLED FOR DOOR OPERATOR.EXTERIOR IS PRIMED.INTERIOR IS BAKED ENAMEL F-111 WILLIAMSBURG BLUE - - HANDRAILS 1 112"DIAMETER STAINLESS STEEL 94 RAIL. SWING RETURN FAN - TWO SPEED EXHAUST. EMERGENCY EXIT W TOP EMERGENCY EXIT PROVIDED WITH CARTOP EXIT SWITCH. - - p - TOP EXIT TO BE EQUIPPED WITH A SPIN LOCK. O _Z UL 3 CAB SILL Q Z 4 EXTRUDED ALUMINUM. W v U CAB FLOORING Go N CARPET ASCRUSHED SHELL,FURNISHED BY ELEVATOR COMPANY. u� SWING RETURN CAR RIDING LANTERN -""t ao M 00 —�I 3"I--- 36"CLEAR OPENING. 12 1/8" 161/8" 1 5/8" I� 31/8". 3-5-04 FINAL SUBMITTAL DO 1/14104 FOR REVIEW ONLY DD DATE SYM REVISION BY LAMINATED PLASTIC CAB DESIGN _ DESIGNED PER ASME A77.1 DO NOT SCALE THIS DRAWING ONE SPEED LEFT HAND DOOR AT FRONT FOR: HYANNIS OFFICE BLDG ,ELEV# 1 ADDRESS: 500 MAIN STREET ONE SPEED RIGHT HAND DOOR AT REAR CITY: HYANNIS,MA 02501 ARCHITECT: - - GENERAL CONTRACTOR: WILLIAM STREET CORP - .. ELEVATOR CONTRACTOR: THYSSENKRUPP ELEVATOR COMPANY - EAST PROVIDENCE,RI This drawing and all information thereon is the proprietary property of ThyssenKrupp i Elevator and must not be made public or copied.This drawing is loaned subject to return on demand and is not to be used directly or indirectly in any manner detrimental - to the interest of ThyssenKrupp Elevator. _ ThyssenKrupp Elevator c:r - DWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. . - - - - - DO 1 01/14104 224 .. CB1 1 OF 3 A � I A 4-- 1 3/8"TYP.AT SIDEr °a M d I r e (7 - Z p J Z U! Z U W o O_ w p o \ SWING UJ RETURN Oa j 0 rn ww °' 0 0 MD rn Go U7 M / CE m co IY 4 5/8" O LL 1/4" / O W 1 114" 2 Z 2 1/4" M 1 I , A I A _ 1 ELEVATION 1 ELEVATION 3 B ---i i- 1 1/2"TYP.AT FRONT AND REAR � I I p 7/8"PANEL Z J W �7 U - 0 z / VENTILATION AS REQUIRED PER ASME A17.1 CODE w �a a rn - 3-5-04 FINAL SUBMITTAL DO U) 1/14104 FOR REVIEW ONLY DD W Z DATE SYM. REVISION BY r DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING FOR:HVANNIS OFFICE BLDG ELEV. 1 - - - Q ADDRESS:500 MAIN STREET a to QZ - _ CITY:HVANNIS,MA 02501 2 - ARCHITECT: LL 0 - GENERAL CONTRACTOR: WILLIAM STREET CORP - - ELEVATOR CONTRACTOR: THVSSENKRUPP ELEVATOR COMPANY H EAST PROVIDENCE,RI 0 This drawing and all information thereon is the proprietary property of ThyssenKrupp Elevator and must not be made public or copied.This drawing is loaned subject to return on demand and is not to be used directly or indirectly in any manner detrimental to the interest of ThyssenKrupp Elevator. 7199 30816401A e ThyssenKrupp Elevator O ELEVATION 2&� SECTION B-B DWN DATE BRANCH JOB NUMBER I DRAWING NO. REV. SHEET NO. RIGHT SIDE SHOWN LEFT SIDE OPPOSITE DD 01114/04 1 224 C82 2 OF 3 _ r f - I I I (1)40 WATT FLUORESCENT FIXTURE I (PLANT XHAAN ST I - ' I LET W W Z I I � F- LU a 0 o EMERGENCY EXIT I I W N I I c 1 I ° I I i I I I 1 1/4" 68 3/4"CLEAR INSIDE 1 1/4" 66"O.A.WIDTH 71 1/4"O.A.WIDTH CEILING(REFLECTED VIEW) CARTOP(REFLECTED VIEW) 3-5-04 FINAL SUBMITTAL - DD 1/14/04 FOR REVIEW ONLY DD ' DATE SYM. REVISION BY / DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING FOR: HYANNIS OFFICE BLDG ELEV# 1 ADDRESS: 500 MAIN STREET CITY: HYANNIS,MA 02501 - ARCHITECT: - f GENERAL CONTRACTOR: WILLIAM STREET CORP ELEVATOR CONTRACTOR: THYSSENKRUPP ELEVATOR COMPANY - EAST PROVIDENCE,RI This drawing and all information thereon is the proprietary property of ThyssenKrupp Elevator and must not be made public or copied.This drawing is loaned subject to return on demand and is not to be used directly or indirectly in any manner detrimental to the interest of ThyssenlCrupp Elevator. 7199936816401A ThyssenKrupp Elevator ` - - DWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. DD 01/14/04 224 CB3 3 OF 3 POSON INDICATOR LEFT HANG PANEL m NO SMOKING - THE DISPLAY IS A 5.1 DOT MATRIX. A RED LENS MOUNTS INTO THE BLACK CAR OPERATING STATION INCLINED HOUSING COVERING THE DISPLAY to far aF CUTOUT MOUNTING DATA Fire FACEPLATE;13 5116'x 5 1f4•WITH 1-ire ENGRAVWG$ 0 MTG.HARDWARE AT 11 3le'O.C. bxit Thb�[ 'D1 CASE�•fOlE -PER 32sCIW97.39tC) O oo O,. CUTBOX:125116'x 4114• Use 6:!!Stairwa 'NOys o ODDoo o cUTaUT:12 7116'x 4 3M' . D6 Net V.ub Hater FINISH: 15.250' f 4 EMERGENCY LIGHT AND GRAPHCa THE EMERGENCY LIGHT MOUNTS INTO AN INCLINED MOUSING AND IS COVERED WITH A WHITE • ' TRANSLUCENT LENS THAT MOUNTS INTO THE CAPACITY FRONT OF THE HOUSING.THE LENS IS COVERED lhpmdow 2100 LBS. WITH AN OVERLAY THAT INCLUDES:A CLEAR • - - WINDOW FOR THE EMERGENCY LIGHT,THE { (� CAPACITY ON THE RIGHT SIOE OF THE WINDOW, CAR OPERATING STATION AND TAymnKmpp LOGO ON THE LEFT. THE LEFT AND RIGHT SIDE OF THE OVERLAY NO SMOKING - _ - ARE WHITE WITH BLUE AND BLACK GRAPHICS. PLACEMENT ALL DEVICES ARE MOUNTED IN BLACK HOUSINGS WHICH MOUNT INTO CAR STATION:THIS HOUSING RECESSES - INWARD ALLOWING DEVICE OPERATING SURFACES TO BE - -- AT A 20 DEGREE ANGLE TO THE VERTICAL PLANE.THE " - - HOUSINGS ON THE LOWER PART OF THE FACEPLATE - - -- -- - -ARE SLANTED UPWARD.THOSE THAT ARE MOUNTED IN THE UPPER PART OF THE FACEPLATE ARE SLANTED DOWNWARD.THIS ALLOWS FOR MAXIMUM ACCESS AND VISIBILITY TO ALL DEVICES. - .. rinsrwnrrs svma . CALL IwloMOUNTING CANCEL orr®a M O "' THE DEVICES SNAP INTO THE BLACK HOUSING AND ARE SECURED BY TWO MATCHING 11 GAUGE METAL STRIPS ABOVE AND BELOW THEM.THESE STRIPS MATCH THE .. FINISH OF THE RETURN.THE HOUSING IS MOUNTED INTO THE RETURN BY INSERTING INTO A RECTANGULAR HOLE. KEYSWITCHES THE KEYSWITCH CONSISTS OF A CHROME KEY CYLINDER MOUNTED IN A 1 114'SQUARE BEZEL THE GRAPHICS FOR THE KEY POSITIONS ARE PAD PRINTED ON THE Licv.lan 0 c"T os orr err SURFACE OF THE BEZEL.AND ARE COLORED WHITE. - ° ®rw®M a®V ®^ THE BEZELS BLACK EXCEPT FOR THE FIRE - F. -SERVICE WHICH ISIS RED. ALARM AND FLOOR PUSHBUTTON THE PUSHBtRTON IS 1'SQUARE WITH RADIUS CORNERS -AND A CONCAVE CENTER IT IS WHITE.TRANSLUCENT. $ AND ILLUMINATES WHEN A CALL IS REGISTERED.1T IS ASSEMBLED INTO A 1 114•SQUARE BEZEL.ALL BEZELS ARE BLACK - g lVY RAISED MARKINGS AND AI BRAILLE RAISED MARKINGS AND BRAILLE ARE WHITE CHARACTERS _ ON A BLACK BACKGROUND.BRAILLE INDICATIONS ARE n _1*103 H LOCATED BELOW CHARACTERS.THE BACKGROUND IS 11^', 1 1/4'HIGH AND COMES 1 1/4-OR 2 112-WIDE DEPENDING ON THE INDIVIDUAL MARKINGS.THE m ` J CHARACTERS WITH CORRESPONDING ALPHANUMERIC ONDING BRAILLE HAVE 1 1/4.OR 2 1/2'WIDE BACKGROUNDS.Fargo 161t - DOOR OPEN AND CLOSE THE DOOR OPEN AND CLOSE BUTTON BEZELS AND m SYMBOL BACKGROUNDS ARE BLACK.THE RAISED SYMBOLS ARE WHITE. F.-. RUNISTOP SWITCH CAR RIDING LANTERN stao THE RUNSTOP SWITCH IS MOUNTED INTO A MOUNTING WHITE TRANSLUCENT 2.750169.85-1 SQUARE LENS PROJECTS.625(15.88-1 ..�.....I „' ®N ►" BRACKET AND COVERED WITH A 1 114•BLACK BEZEL. _ OUT OF A BLACK LENS HOLDER THE LENS HAS A BLACK 2 1/2'HIGH AND WIDE e: .•i•. GRAPHIC ARROW ON THE SURFACE THAT MEETSCONTAINING BLACK TAMPER ANSI A17.1 RULE 4.10.4 THE LENS HOLDER HAS TWO RECESSED HOES p - • O RESISTANT SCREWS FOR MOUNTING. L J w NA-FIRE SERVICE YALE#3302 KEY SWITCH PROVIDE BY THYSSENKRIFP. AUDIBLE SIGNAL w AN INTERNAL ELECTRONIC TONE SOUNDS SIMULTANEOUSLY WITH ILLUMINATION OF 3 PROTECTED BY- S24CMR3S RIAJ=I10.1CF) A LANTERN. yl LOCATION:STRIKE - o NA-EMT SERVICE m w TOTAL REOUIRED:1 [� MEDICAL EM•'i[GENCY KEY SWITCH TO BE CUT NUMBER CUTOUT MOUNTING DATA:CAR RIDING LANTERN E 63V-2650-TLOL-26-R7 AS MNAh'ACTURED BY E Kwdiico'C S,eY TY LOCKS.DIC L PROVIDED BY TKE. LENS HOLDER:3.750195.25-1 W X 9.313[236.54-1 H.1 MTG.Q 7.8401199+23-1 O.C. PROTECTED BY- 5241CM7.40t2) BOX 3.375185.73m 1 W X 8.6881220.66-1 H X 2-500163.50-1 D(WHEN REQUIRED) .f CUTOUT:3.500188.90-1 W X 8,8131223.84-1 H 11� - M. 35-04 FINAL SUBMITTAL DD p 1/14/04 FOR REVIEW ONLY DD Q DATE SYM. REVISION BY DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING FOR:HYANNIS OFFICE BLDG ELEV A 1 - ADDRESS:500 MAIN STREET .1, CITY:HYANNIS,MA 02501 .. 1 ARCHITECT: - O GENERAL CONTRACTOR:WILLIAM STREET CORP - ELEVATOR CONTRACTOR:THYSSENKRUPP ELEVATOR COMPANY - EAST PROVIDENCE.RI This drawing and all information thereon is the proprietary property of ThyssenKrupp _ - Elevator and must not be made public or copied.This drawing is loaned subject to EXPOSED ADA PHONE - return on demand and is not to be used directly or indirectly in any manner detrimental INCLUDES A CALL IS ANSWERED JEWEL WITH WHITE GRAPHICS ON A BLACK SPACER - 10 the interest Of ThyssenKrupp Elevator. A CALL BUTTON WITH RAISED WHITE LETTERS AND BRAILLE,A BLACK SPACER WITH WHITE LETTERING FOR PHONE GRAPHICS,A 1.625'HIGH RAISED BLACK PHONE SYMBOL,AND A - 7199936816401A 3:500'DIAMETER SPEAKER PATTERN.THE ADA PHONE UNIT IS MOUNTED BEHIND PANEL - - Th ys s e n Kru PP Elevator NOTES - - RETURN PANEL SKIN:STAINLESS STEEL W/I4 BRUSH FINISH CONTROLLER TAC20 -- STATION:MAIN - OWN I DATE BRANCH JOB NUMBER I DRAWING NO. REV. SHEET NO. TOTAL REQUIRED:1 - DD 01/14/04 224 - CM999368 1 OF 1 FACEPLATE TYPE:VERTICAL FINISH:11 GAUGE STAINLESS STEEL W104 BRUSH FINISH < MTG.HARDWARE:BUTTON HEAD SOCKET SCREWS KEYSWITCH FINISH:CHROME I - CUTOUT MOUNTING DATA•HALL STATIONS - - - FACEPLATE:3 t12'(88.90mmIW x 9'(228.60—)H WITH - - - 1 MTG.HARDWARE AT 7 31161182.56mm)D.C. - BOX:2 314'(69.85mm)W x B'(203.20mm)F1 x 2 IW(63.50mmp - CUTOUT:2 718173.03mm)W x 8 1184(206.38mm)H - BUTTONSI"SO.WHITE ILLUMINATED BUTTON WITH - BLACK 1 114'BEZEL.DOUBLE INJECTION - MOLDED V RAISED WHITE ARROW. NA—FIRE SERVICE Y Me d . YALEB 3W KEY SWITCH PROVIDE BY THYSSEWRUIPP. Fire . PROTECTED BY- 524CR35 1 RULE U0.10) A.m.swatting age E dt Stab-ways MA-ENT SERVICE _ - 0e Bel U.rib Sol 31IP . MEDICAL EMERGENCY KEY SWITCH TO BE CUT NUMBER f88.90mmj - 63W-2650-TIOI-26it7 AS MANUFACTURED BY N.Mce SECRITY LOGICS.INC. 6 PROVIDED BY TKE PROTECTED BY- 524CRI7.40C2) ®a O h?a d IN CASE OF FIRE—CENGUMVED) Fire ENGRAVED SIGNAGE PER 524CMR 0.390) d TMx swifts Use Mt Stairways Be KYL 9-YMa XW t. n a 0 { O � ,t n TOTAL REQUIRED:1 TOTAL REQUIRED:1 AT FLOOR AT FLOOR 2 ' ELEVATOR NO.:1 ELEVATOR NO.:1 - 3-5-04 FINAL SUBMITTAL oD 1114104 FOR REVIEW ONLY DD . - - DATE SYM. REVISION By OE51GNE0 PER ABNE A11.1 DO NOT SCALE THIS DRAWING FOR HYANNIS OFFICE BLDG ELEV Y 1 . - - - ADDRESS:500 MAIN STREET - - - _ CITY:HYANNIS,MA 02501 - ARCHITECT: _ GENERAL CONTRACTOR WILLIAM STREET CORP - ELEVATOR CONTRACTOR THYSSENKRUPP ELEVATOR COMPANY . EAST PROVIDENCE.RI - This drawing and all infomlation thereon is the pmpnetary property of ThyssenKrupp Elevate,and must not be made public ar copied-This drawing is leaned Subject m nelum on demand and is not to be used directly or indirectly in any manner detrimental to the interest of ThyssenKrupp Elevator. 7199936816401A ThyssenKrupp Elevator OWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. . DD 01/14/04 224 .. HF9W816 I OF 1 fi Imo*' 2004 THESEPIPNSMETHE IXC W SNE PROPERTY OF a'l-to 6USE PEORna REUSE 0, THE THESE IS W PE THO HISPERMISSION IS PgOHINIBITEO. y .1 III o . � 8 10 8 TREMOVE 61 EXIST METAL GRAVEL ST NEW SIDING,FLASHING&TRIM &CAP AND REPLACE WITH NEW 1 1 METAL FASCIA ____________________________ __________ 1 0,6 O LC} LA I EXIST WALL FINISH I I EXIST WALL FINISH -' _____ EXIS EXPOSED REMOVE ALL EXIST WINDOW FRM➢ANG,DOOR FRAMING LNG&TiLM W Ca &GLAZING,INSTALL NEW ALLMIN IM WNDOW FRAMING,WITH 4 SIDES Qr THERMAL BREAK,DOORS&HARDWARE&1'INSLULATING GLASS F� SCALE IA3'=V-0' COMPLETE W TH ALL BREAK METAL,FLASHINGS,SEALANTS ETC. O W MAIN STREET ELEVATION Of W i z o � I I REMO MI VEEXIST DIAGONAL WOOD SHEATHING w g f. REMOVE ALL EXISTWINDOW FRANG,DOOR FRAMNG - d a w REMOVE EXIST METAL GRAVEL STOP 8 GLAZING.INSTALL NEW ALUMINUM WNDOW FRAMING,WITH Q 8 CAP AND REPLACE WITH NEW THERMAL BREAK,DOORS&HARDWARE 81'INSLULATING GLASS h COMPLETE WITH ALL BREAK METAL,FLASHINGS,SEALANTS ETC, JJJ _I W O WW 4 W IX D PROGRESS PRINTS REVISIONS PP 0E21I0E 7 ------ 1-cl------- PART HIGH SCHOOL ROAD ELEVATION SCALE 11B-T-0" A B IM TREMOVECG KAR EXIST METAL GRAVEL STOP NENSIDING,FLASHING&TR I I 1 1&CAP W AND REPLACE WITH NEW � ���0``i P•D'O�O�f C�� NOAy. z No.2653"� �g Q SCITU All, MMM �.jT 7 'A "AS NOTED /Rffmm __jt�� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �[I� �� ��H �� �i�i� METAL FASCIA _ ________________ _____ _________ J SCALE r7 A� DRAWN QF JOB NO 20046 POSED DATE EXISTRNISH WALL XISTRNISH AU EXISTRNISHNALL I _ REMOVE ALL EXISTPART HIGH SCHOOL ROAD ELEVATION A1IST WINDOW FRAMING,DOOR FRAMING 1AJ'=1'-0° 8 GLAZING;INSTALL'NBN ALUMINUM WNDOW FRAMING,WITH THERMAL BREAK.DOORS 8 HARDWARE 81'INSLULATINO GLASS SHEET. COMPLETE MATH ALL BREAI(METAL,FIASHINGS,SEALANTS ETC. � + ' C 2004 THESEPI NSMETHE EXCLUSIVE PROPERTY OF vM hCaHE 62y AHDT OR REUSE P OF THESE PLANS VrRHOUT HIS PERMISSION IS PROMIBITEO. EXISTING ROOF EXISTING ROOF e EXISTING FRAMING EXISTING FRAMING O g ' boy' EXISTING ROOF EXISTING ROOF EXISTING FRAMING EXISTING FRAMING - EXISTING WALL /.A.NOPl..TW.IlST0F0llO. EXISTING WALL EXISTING WALL EXISTING WALL LU Of a 0 LU BREAK METAL Of O w o N F� CLCL w ALUM WINDOW I q FRAMING SYSTEM O m Wlhi t°TEMPERED y ^*. r INSULATINGGLASS FRAMWINDOW Z FRAMING SYSTEM qqq WITH 1°TEMPERED IZ INSULATING GLASS O WIuml"TTEENRIPEREDM W O INSULATING GLASS _ gz Z w ALUM DOORSVSTEM ttiREU ARC, _ o W TN T°TEMPERED ��y f1jJ PROGRESS PRINTS INSULATING GLASS .tP. w• REVISIONS Q� 4, PP06121/O4 o a No.2653 0 �, V SCITUATE. MASS F -- ----- m H F tiNA EXISTING WALL N EXISTING FLOOR -—-— - -—_ _ - EXISTING WALL ---_—_—_ -_ — —_— --. NORi'N AS NOTED ll+ SECTION 2 SECTION 3 SECTION 4 SECTION SCALE r7 A-Z SCALE 0/4•=T'-0• A_Z SCALE 0/4-T-0° A_2 A-2 SCALE 3/4'=1'-0° SCALE 3/4=1'-0° DRAWN JOB NO 20045 DATE 10, A2 �T ,•d�4 Q 2004' O'4-Vz' THESE PIANSARETHE SEALANT,BACKER RODS IXCLUSIVE PROPERTY OF mnmy P.aaono.�a _ 6SHIM5 AND THE USE DR�REUSE OF THESE WITHOUT HIS ISPE PERMISSION IS PROHIBITED. t�1 N 4 b b ]1141 0 z' 0 z' a --DETAIL 1 DETAIL 2 DETAIL 3 o i JAMB VERTICAL MULLION OUTSIDECORNER OO+ y e O SEALANT,BACKER RODS &SHIMS TYP 43 d a a � fV� GENERAL NOTES: O b 1.ALL GLASS SHALL BE 1'TEMPERED INSULATING GLASS 0 DETAIL +may e 2.ALUMINUM WINDOW FRAME SYSTEM,DOORS ACCESSORIES,ETC HEAD COLOR SHALL MATCH EXISTING NEW ALUMINUM DOORS AND FRAMES. - ^' 0'41/z' 3.ALL DOOR HARDWARE SHALL COMPLY WITH SHALL COMPLY WITH ADAMKAB REQUIREMENTS 4.ALUMINUM WINDOW SYSTEM SWILL HAVEA THERMAL BREAK DETAIL 5 g� HORIZONTAL b MULLION Zf DETAIL 6 - SILL DETAIL 7 N Z; SIDELIGHTSILL 4 c �Oq (o b > LC SEALANT,BACKER RODS O O &SHIMS TYR Of Of (� W O SEALANT,BACKER RODS W &SHIMS TYR 40 O �w O a y 0 S RE c 5 O'2.12' dry Z DETAIL 6 DETAIL 9 PROGRESS PRINTS 135 OUTSIDE CORNER 135 INSIDE CORNER REVISIONS PP O(V21104 SINGLE ACTING �\.,ERED q)?ey/r NORTR y � . On Q NO.2653 AS NOTED 3r Smq SCALE DRAWN JOB NO 2004_5 MEETING STYLES SINGLE < of , DATE ACTING DOUBLE DOORS PLAN AT MEDIUM STILE DOORS A3 I ALUMINUM WINDOW&DOOR FRAME DETAILS SHEET SCALE 3'=1'-0' 1� OUTLINE SPECIFICATIONS ELECTRICAL MAINLEVELM TERIALSSCHEDULE LOWER LEVEL MATERIALS SCHEDULE L E G E N D ROOM NO FLOOR BASE WALLS DADO CLG TYPE HGT REMARKS ROOM NO FLOOR BASE WALLS .ADO I 1A9'-O" GTLEGEND EXSTAIR 101 OWE SAT A 9'-0" STAFF LL-01 VCT VINYL GWB 0" ----- EXTOBEREMOVED M.MRLL BOIPD NWD tla.STUDONG ENTRANCE 102 VCT VINYL GWB SAT A 9-0RECESSED INCPNOESCENT FIXTURE VCT VINYL CLOSED FILES LL-02 VCT VINYL GWB 0" THEE PLANSARETHE 1.FURNISH ALL LIBOR,MATERIALS,TOOLS,EDVIPMENTANO I.AILGYPSUM WALLBOARD IGM�,STEB STUDONGAND EX STAIR 103 EXST MNYL GWB SAT A 9'-0" CONFERENCE LL-03 CARPET VINYL GYJB 0" EXISTINGTO REMAIN IXCWSIVE PROPERTY OF SMMCESPEOUIREDFOFTHECONSIRUCTANOFTHEWORK JOINT FINIMINGMTERIALSSM-MASMANUFACTURED WAITING 104 PSSMOWN ON THE.REVENGE OR SPECIFI®HERE-IN.OLL BYTHEUNRED STATES GYPSUMCO.INC.NSGIOR EOVAL. DUPLEX CONY OUTLET IB"APF VCi VINYL GWB SAT A 9'-O" CORN LL-Od CARPET VINYL GWB 0" THE HATERWLSMNDEQUIPMENTSHALLBENEW.uNLE55 ALL METALCOMPONENTS SIWLL BE GALVANIZED AND OF (AC=6"ABOVE COUNTER)(CP=CHILDPROOF) HCT 105 VCT VINYL GVYB SAT A 9'-0° CORN LL-OS CARPET VINYL GWB 0" OF THESVSEOR REUSE OTHEMASENOiED,AND SHALIffINS7ALE0INA SAES NOTED ON THE DRAWNGS.REINFORCE STUD WALLS NEW PARTITION OR WALL OF THESE BANS MORWMANLIIE MrWNER BY MECHlWICS SMLLE0INTMEIP ASREOUIRED FOAL BRACKETS,iIMURES,RANGERS ETC. RECPT 106 106 CARPET VINYL GWB SAT A 9-0" CORR LL-OB CARPET VINYL GWB 0" `MTHOVIBITM'RMIS90N TRADE, DEDICATEDOUTLETIB"AFF INTERVIEW 107 ISPROHIBITED.2.AIL GYPSUM WALLBOARD SHALL BE TYPE'X THICKNESS (AC=6"ABOVE COUNTER) VCT VINYL GWB SAT q 9'-0° UNIT LL-07 CARPET VINYL GWB 0" HALF HEIGHTPARTITION2LWTGNG SMALL SEAS NOTED ON THE DRAWNGSALL GYPSUM INTERVIEW 108 VCT VINYL GWB SAT q 9'-0" USOFFICE LL-08 CARPET VINYL GWB 0" W/HARDWOODCAPVNLLBOMOSHPIL BETA➢ED.SANDED.PRIMEDM'D SPECIAL OUTLETS 18"AFF CHLIXREN 109 V�.. VIWL GWB SAT A 9'-0' CHILDREN'SSTOR LL09 VCT VINYL GWB 0"1.DOOERSSMALLMSITTHESITETOFAMILVRIZEHIMSELF OTHERWISE PREPARED TO RECEIVE FINISHES. VERIFYELEC.REQUIREMENTSYATHTHESCOPEOFTHEWORKPRIORTO6UBMITTINGHIS INTERVIEW110 yLGWB SAT A 9'-0" STORAGE LL-10 VCT VINYL GWB 0" ® ONE HOUR RATED 'P M. 3.NLGYPSUMWAUBOARD IN TOILETROOMS.ATSERMCE CC TELEPHONE(DATA JACK 18"AFF INTERVIEW SWKEMB BACK UP FOR CERAMIC TILE SHALL BE MOISTURE CC qC=6"!ABOVE COUNTER) 111 V GWB SAT q 9'-0" TOILET LL-11 VCT VINYL EX GCMU EX C EX DEMISING WALL •L 2.BIDOERSSHALLSUSMITSEALED,ITEMIZED BIDS INAFORM RESIMANT.A.ALL INTERIOR PARTITIONING SHAH BE CARRIED TO ( TEENS 112 V GWB SAT A 9-0 TOILET LL-12 VCT VINYL EX GCMU EX C EXANIATATIMEAND PLACEASSET FORTH BYWLUAMS UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION YMEAE TELEPHONE WIRING AND ® 2HR RATED WALL STR ETCORP0RAT10N,100NOATHMOWSTREET,N NOTED.U.S.G.CM STEELRUNNERATHEAD MAJ-BE DATAWIRING SHALL BE LEVELS. .FEN CASE FILES 113 VCT VINYL GVYB SAT A R-0" TOILET LL-13 VCi VINYL EX GCMU EX C EX EEIFORD,NA,W40 CLPPEDTOUNDEI90EOFSTRUCTURETOALOVIFOF FOSTER CARE REVIEW 114 CARPET VINYL GWB SAT A I,,.. STORAGE LL-id IXCONC EX EX EX C EX STRUCTURALOEFLECTIONOFETRUCTURE INSTALL C EX CONCRETE MASONY UNIT$(CMU) 3.BIDDERS SHALLFURNISH CERTIFICATES OF INSURANCEIS CONTROL JOINTS IN WALLS AND CEILINGS AS DUPLEX CONY OUTLET IB"AFF TEUDATA 115 VINYL VINYL GWB SAT A 91-0" UTILITY LL-15 FA CONC EX EX EX ' REQUIRED BY LAW FOR THE FOLLOWNG: RECOMMENDED BY THE MANUFACTURER. WITH INDEPENDENT GROUND CORN it6 CARPET VINYL GWB SAT A ELEVATOR MACH RM LL-16 IXCONC CMU EX C EX >~' MORKMEN'S COMPENSATION ACTSAND OTHER EMPLOYEE - 6,GYPSUM WALLBOARD PARTITIONSMIIERENOTEDTOBE (AC=6"ABOVE COUNTER) OFFICE 117 CARPET VINYL GWB SAT A 9'-0" STORAGE LL-17 000MO EX EX EX C EX ® FULL HE GHT PARTITION BENEFIT ACTS, INSULATED SMALL BE INSULATE.WITH THERMMIBER DEDICATED OUADRAPLEXCONV. COMPREXENSNE GENERALLIABIuiV cd SOUNDATTENUATION FIREBLANIET INSULATION FULL O UTLET WITH INDEPENDENT MEETING RM 118 CARPET VINYL (VYB SAT A 9'-0" EX STAIR LL-18 EX VINYL EXGCMU EX C EX •^�' PUBUCUABIUTYINCLUDINGBODILYINJVRYANDOEATH, THICKNESSANDMEGHTO-TaION. GROUND IB'AFF(AC-6'3 ABOVE CORN 119 CARPET VINYL GWB SAT A 9'-0" EX STAIR -19 VCT VINYL GWB SAT C EX T/J spp AT PROP ILE LIABILITY F� C AUTOMOBILE LVBIUTV L.PROVIDE FIRE STOPPINDAi ALL PENETRATION9IN ALL COUNTER) AREA DIRECTOR 120 CARPET VINYL OWE SAT A 9'-0'• STORAGE LL-20 IXCONC EWGWB SATrA EX NOTES ♦ CC WWTUALLABILITY RATEDGYPSUMWALL BONA PATITIONS&CEILINGS. FF..�A Fi OUADIRAPLFJ(CONV.OUTLET IB"AFF APMS 12/ CARPET VINYL GWB SAT A 9'-0" VACANT LL-21 IXCONC EXEX MHICH SHALL BE WRITTEN FOR NOT LESS THAN LIMITS 7.MET-BMR$,ME MD METAL DOOR FRAMES (AGE'L ABOVE COUNTER) APM4 122 CARPET VINYL GWB SAT A 9'-0" EX STAIR LL-22 VCT VINYL EXGCMU SAT9,-0" 1.ALL DIMENSIONS ARE TAKEN TO FACE OF a•� SPECIFIED BV THE OVMER OR REQUIRED BY LAW T HE MNERALCONMXTORAOD WBCONTRACTORSSHNL 1.INTERwRPRESSIMMETALBOOR69DEUGHTF-M EXIST STAIR 123 VCT VINYL GVVB SAT A 9'-0" EAST STAIR LL-23 VCT VINYL GWB EXEX EXISTING MASONRY WALLS TO FACE OF FUFNM CERTIFICATES OFINSURAHCE WITH HIS BID, SHALL BE I6 GAUGE'PMUFMID PRIME COLD ROLLED DUPLEX CONY OUTLET WITH GFI CLERKS 124 CARPET VINYL GWB SAT A 9'-0' CORR LL-24 VCT VINYL GWB SATB'-0 FINISHED WALL&FROM FACE OF FINISHED _Q �J r u STEEL FRAMESFORMED-MADDITIONALRETURNMG AS IS" (ACxi"ABOVE COUNTER) WALL TO FACE OF FINISHED WALL �y "� < rN ].GENERAL MANUFACTURED BY NE µEECORP.,1a':\M•PNEE.ILUNOIS. CORR _ 126 CARPET VINYL GVvH SAT A 8'-0" VACANT LL-25 VCT GWB9'-10"'!MWOECOUNTERSUNKSCREWHOMATBOTTOMOF EACH1.ALLWORKSHALL BE DONE NACCDRDANCEWITHTHE JAMB FACE FORANCKORAGE INTO ROUGH OPENINGAND SWITCH SINGLE POLE 42'-48"AFF APM3 126 CARPET VINYL GSAT A 8'-0'• VACANT LL-26 VCT GWB9'-10'] 2.PATCH ALL OPENING&CUTS IN EXISTING PLASTER MASSACHUSETTS37TE 6UILDWG CODEANO-OTHER COMPRESSIONLUGASSEMBLYTOCLOSEANDLOCK (3=THREE WAY)(4=FOUR WAY) APM2 127 CARPET VINYL GWB SAT A 9'-0" CLGSTO MATCH EXISTING W txTt LOCH. MR GOVERNINOCODES,RUIESANO CORNER ALTERS, (D=OIMMER)IP=P LOTI tltl REGULATIONSTHEGENERALCONTRACTORSHALLi1LEAUL APM1 128 CARPET VINYL GWB SAT A 9'-0" C Q REQUIRED PLANSANO OMAN ALL REWISTIE PERMITS. 2.PRESSED METALFAAMES SHALLSEMORTISED.REINFORCE., 2'X 4'RECESSED FLUORESCENT OFFICE 129 CARPET VINYL GWB SATPA 9'-O" DRILLED,WFED.MD OTHERVMSEPREPAREDTORECEIVE O 2 TIECONTRAGTORMALLVEAIFVP110IMENSIONSPND FULL MORTISED LEMPLATE HINGES AND TEMPIlSE STRIKE. FUTURE WITH ENERGY SAVING US OFFS 130 CARPET VINYL GWB SAT9''0.CONORIONSTTHE9TE.OONOT SCMEDflA`N1NG5. FURNISH TUBBER BUMPERS SILENCERS THREE PER JAMB. A BALLAST&ONENCM ELVERIN CASE OF DISCREPANCY BETWEEN DAAYMNGS OR FINISH EGGCRATE LENS.FIXTURE CORN 131 CARPET VINYL GWH SAT9'-0" DIMENSIONS ETC.,NOTIFYTHE CHITECT PRIOR 3.FRAMES SHALL BE THOROUGHLY CLEAN® 70 MAINTAIN 65 FOOT CANDLES AT TOLET 132 VGT VINYL GWB SAT A 9'-0" LIST OF DRAWINGS TO PROCEEDING RSHAILTHE WORK PHOSPH TIZED PRINEAND PANTED MASH NE FAI IMO,AT GREY BAKED DESK LEVEL.(SM=SURFACE MTD) ENAMEL PRIMER,READY TOR FINISH PANnNU. TOILET 733 VCT VINYL GWB SAT A 9'-0" T-1 OUTLINE SPECIFICATIONS, 3,THEENTANY TNAOETOTNEALLPRECAUTIONSTO HCT 134 VCT VINYL GWB SAT A 9'-0" LEGENDS&SCHEDULES ADJACENT NY.MAfIM OEmAIL BE RULOINGAND A.FLUE HOLLOWMETALDOONSSHALTIONWTRIE6 FULL 2'%2'RECESSED FLUORESCENT ADJACENT PROPERTIES AND SHALL BE RESPONSIBLE FOR FLUSH SEAMLES99TEEL CONSTAVCTION WITX FIXTURE WITH ENERGY SAVING HCT 135 VCT VINYL GWB SAT A 9'-0" SPt SITE PLAN ANYDAMAGETOBAMECAUSEOBYHISOPEAATIONS, POLY URETHANECOREASMANUFACTUAEOSYKENANEE BALLAST&ONEINCHSILVER CORP.,tE\WWEE.ILUNOIS.DO.RSSHALLWREINFORCED, EXSTAIR 136 VCT VINYL GWB SAT A 9'-0" A-1 LOWER LEVEL PLANLAN TIEGENERALCONTRACTORSHAL-BESOLELYRESPONSIBLE OFILMED,TAPEDMDMNERWISEPREPAREDTORECEIVE FINISH EGGCRATE LENS FIXTURE SUPPLIES 137 VCT VINYL GWB EAT A 9''O" FOR ALL MEANS. METHOD9,TECHNIOUES,LEOUENCES, HARDWARE DOORS SHALL BE CLEANED,PHOSPHATIZED TO MAINTAIN 65FOOT CANDLESAT A-2 MAIN LEVEL PLAN MOP POCEDURESANDFORCOOADINA11113-PORTIONS AND PRIMED MATH HIGH GRADE ENAMELFEADY FOR FINISH DESK LEVEL.(SM=SURFACE MTD) COPYISHRED 138 VCT VINYL GWB SAT A 9'-0" OF THE WORK PANTING. CORN 139 CARPET VINYL GWB SAT A 9'-0" A3 L LEVEL CEILING PLAN A.PLUMBING.FIRE PROTECTION,HVACAND ELECTRICAL &.AWMNUEENTRANCES-GDCRDFRAMESAD-Li EXIT SIGN-WALL MOUNTED UNTi 139 CARPET VINYL GWB SAT A 9'-0' A. MAIN LEVEL REFLECTED CEILING PLAN CONSTRUCTION DRAYRNGSME NOT INCLUDED HEREWITH. ��INDICATES DIRECTIONAL ARROW AS ELEVATOR DETAILS IEIECTRICALPWISSHOMNHEREINAREDWGRAMMATIC I.FURNISH PNDINSTMLALUMNUMDOORS,FRAMES UNIT2 idi CARPET VINYL OWE SAT A B-O" DNL'O.CONSTRUCTION ORAANGSlOR THISMORKSHA. AND SIDELIGHTS. ® ENT SIGN-CEILING MOUNTED UNIT 142 CARPET VINYL GWB SAT A 9'-0' ABBREMATIONS GWB=GYPSUM WALLBOARD A.S. PARTITIONS&MISC.SECTIONS&DETAILS BEP EPARE08Y THEOVNER ANDSUBMTIEDTOTHE MM� CT=CERAMIC TILE AGENCYANDTHESURDMDDEPATTIDITMIAPPROMAL 2.ALOMINVMFRAMESSNALLBE-OEPTRMFABMSIA9 INDICATES DIRECTIONAL ARROW UNIT 143 CARPET VINYL GWB SAT A 9'-0" VCT=VINYL COMPOSITION TILE A-7 DOOR SCEDULE&MISC DETAILS AND OBTNNNG PERMITS PRIOR TO INSTALLATION.ALL MANUFACTURED BY KAMINEEA CO.VATM DMKGREEN UNIT5 144 CARPET VINYL GWB SAT A 9'.0" SAT=SUSPENDED ACOUSTIC TILE A-8 TYPICALDETAILS PERMMIOONIC FWISM GUZWG SMALL BE TEMPERED PWMSING.FIREPROTECTION,MACANDELECTRICALMORK SOLARBR.NZEWSULTINGGIASSANDOFSRES EMERGENCY LIGHT SINGLE MEAD USOFF4 145 CARPET VINYL GWB SAT A 9'-0" CONC=CONCRETE S7 STRUCTURAL DETAILS SHALLBEDONEINACCORDANCEMITHALLAPPLICABLE INOICATEDONTHEDRAMNGS, EX=EXISTINGTO REMAIN 9WE,LOCM,ANDGOVERNIN000DES. US OFF 13 146 CARPET VINYL GWB SAT A 9'-O" CMU=CONCRETE MASONRY UNIT 3,ALUMINUM DOORS SMALL M KAWNEM NARROWLNE I US OFF 12 1d7 CARPET VINYL GWB SAT A 9'-0" GCMU=GLAZED CONCRETE MASONRY UNIT W 6,A1.VARKSHALL BE COORDINATED WR H AND BY ALL DOORS COMPLETE WTH VJFATHEFWRIPPING AN0ALL EMERGENCY CJ TPAOESSEiOREARYWSTALLATION. ➢DREFERMAU. HARDWARE INCEPT CYLINDERS.DOORS 9IALLBE GLAZED US OFF II 146 CARPET VINYL OWE SAT A 9'-0" PLUMBING,FIRE PROT ECTION,MVAC AND ELECTRICAL WITH 1'TEMPERED SOLAR BRONZE INSULATING GLASS. US OFF I0 149 CARPET VINYL GWB SAT A 9'-0" .RAVINGS FOR RELATED WORK 4.INCLVDEALLTRIM PIECESASREOURED TO COMPLETE THE MURK US OFF 1W CARPET VINYL GWB SAT A 9'-0" O 6,THE GENERAL CONTRACTOR SMALLGUPRPNTEEALL INCLVDIN01'THICKALUMINJM PALLED INSULATED SIDE PANELS ALARM PUSH BUTTON MAIGUNSHIP,MATEAIALS AND E.UIPMEW FOR A PERIOD US OFFS 151 CARPET VINYL GVYH SAT A 9'-0° OF ORE YEAR AFT ER ACCEPTANCE PAID OCCUPANCY, 6.AIL SEALANT SHALL BE TREMCO DYNERIC,OR EQUAL US OFF 152 CARPET VINYL GWB SAT A I 9'-0" UNLESS OTHERWSE NOTED. J� GENERAL NOTES. a O N A ALARM LIGHT US OFF 153 CARPET VINYL GWB SAT A 0-0" 22 ), OOVINERFOMUM OONAL.TCOPIESOFSMOPOAAWINGS 9.MARd'ME(uESMFETAD) ; TOLL CHE OAAPPAOVALTHEGENERALCONTRAttOR U$OFF S 155 CARPET VINYL GWB SAT A 9'-0" 1,ALL OTHER GWB SURFACES EDTORSHALL IVE NEW IRE. Z SIWLLCMECKAND VERIFYALLSnOP ORAMINGS. 10.fagss&GLANG CORN 155 CARPET VINYL GWB SAT A R-0' AND OTHERWISE PREPARED TO RECEIVE NEW FINISHES &:THE GENERAL CONTRACTOR SMALL BE RESPONSIBLE FOR 1.ALGt SSHALLBESHA WOFTHA.EESAN.TYPES US OFF 14 156 CARPET VINYL GVVB SAT A 9--0" 2.CONCRETE FLOOR SLAB TO BE SEALED WITH A INTREGRAL COLOR SEALER PROM DING DUSTPROOF PROTECTIONSARWNDALL MCM1 ONTHE DRAMNUSAD INSTALLED IN UNT 12 157 CARPET VINYL GWB SAT A 9'-0' aA " WSMALLERED-PREPS.'DUSTPROOF PROTECTIONS SMALL BE ACCORDANCE`ATM MANUFACTURERS DIRECT IONS AND CONSTRUCTEDPNDMANTAXEDSOASNOTTOINTERFERE SPECIFICATIONS. UNIT 11 158 CARPET VINYL GWB SAT A S'-O" W .wp]MH REQUIRED:BUILDING EGR ESE, UNIT 10 159 CARPET VINYL GWB SAT A 9'-0' Qq 11.CANPETNG 9.'"BE RESP NSIBLE FORTE DAILY SUBCONTRACTORS SHALL UNTB 160 CARPET VINYL GWB SAT A 9'-0" V CAUSED ONSIBLI FOR GENERAL 1.CARP ETWGSHALL BE 2BOZFACEM£IGHTPER MOANI ELECTRICAL NOTES CAUSEOBYTHEIP RESPEtt N20PERTIONSTHE GENERAL WATI CUT PIIE.WTHOLORS T BESELECTEDB THE UNIT 162 CARPET VINYL GWB SAT A 9'-0' -+ CONTRACTOR PAID SUE CONTRACT ODEBRIS N AGENCY. WPARANTY.COLORS TO BE SELECTED BY THE UNIT 162 CARPET VINYL GVYB SAT A 9'-0' ARESPONDITHE COW-MR.THE REMTHE MROF DEBRIS AND RUBBISH AGENCY. ATTHE COMPLETION OF THE NARK UNIT 164 CARPET VINYL GWB SAT A 9'-0° 2.PREPARE SUBSTRATES P RECEIVE CARPETGLUM BIR CPAPET 1.ALL ELECTRICAL PLANS ARE DIAGRAMMATIC 10.THE VACAKSERALCODES COMPLETION OF BASE AS THESURE.UIEEDLARPETSHALLBE RECOMMENDED TO ONLY SHOWING LOCATION OF ELECTRICAL LINTS 764 CARPET VINYL GWB SAT A 9'-0" MOAKBTIONS. DESSHALLAEMOVEMOSPOT NARY THE ANUFR TURER OF THECARPET RECOMMENDED BY FIXTURES AND DEVICES.OWNER SHALL TOILET 165 VINYL VINYL GWB SAT A 9'-0° M PNOTECTIOREOVEALLALTY MANS FONT FROM 0.4 THE MANUFACTURER OTHECMPET RE.N-SAND POLISH ALL SANE:YSTNNSPND PANT FROM PROVIDE CTRCICALCOCONSTRUCTION TOILET MESS. VINYL VINYL GWB SAT A 9-0" ~ ALMANDMHEIRSNSAME:REMOROMLMAR149, 3.VINYLSVATMR NDDDTOFM0 BLORSOOCEET1•HIE DRAWINGS.HALLROVIDE N$TRUCTION DEC P IMAND TANEDVIORKSA LOMAAUL AGEN Y.NVETSMDPRI MSS SELECTED BYTHE DRAWINGS SLECTRI AL DEFOR A Z W DECOAESMD 6TANEDYAMONINGLttEANALL OR RECOMMENDED PBYThEMMUFACTIBEOF THESUPPLIED COMPLETE ELECTRICALLIGHTING CLUDE E F(%TOIRTMDDUOEOVIPMENTREMOMNGMLSTAN6,PNM, BASE TO USED.BY TXEMANUFACTURBR OF THE MNYL POWER SYSTEM AND SHALL INCLUDE BJT O-DIN DPOUGH ALLALLWINDO AND P.A RCLAMINAT 845E TO BE USED. N COUNTERS POLISH ALL MILLWOAKPNO PLASTIC DOMINATE NOT�LIMI TED A C ALARM ADA COUNTERS. 12.gF9LIEXT FLOORING COMPLIANT FIRE ALARM SYSTEMS,FIRE 11.THEREORREMENTSASSETFORTHINTHEREOUESI FOR 1,MNYL COMF09TION TILE{VCT),11-If IT X 141' PROTECTION SYSTEMS,HEATING I~I.I Lu PROPOSALS AS PREPARED BY THE COMMONMEALTH OF SHALL BEASMANUFACTURED BYTFOCKFLOOR VENTILATING&AIR CONDITIONING ll.l MAS-HVSETTS DIMSION OF CAPITAL PLANNING AND PROOUCTSOREOUAL,INPRENIUMPTTERNS-11 SYSTEMS,MOTOR CONNECTIONS.AUDBLE I.I.I OPERATIONS OFFICE OF REAL PROPERTY,PROJECT REF.NO. COLORS TO BE SELECTED EY DINNER. AND SILENT ALARM SYSTEMS,ELEVATOR, = O -1 DATED094AD2,PAGESAI THRUEIB ETC,FOR REMEWAND APPROVAL N WCLUSIVE,AND TECHNICALEXHIDTS FORMAEEOFOFFlCE \ 2 MNYLCOVEEASESHALLBEPWNTORSETM'HIGH, BY AGENCY AND LOCAL BUILDING OFFICIALS. d LEASE SPACE.ARE HEREBY MADE A RANT OF THESE DOCUMENTS. MATH ROUNDED TOPAND O COLOR SELECTED BY OMNER. M.CAApEmpygNp MNLL\\DRN ELECTRICAL CONTRACTOR SHALL OR 6 CEMEMENDEDB THE MANUFACTURER AND OWNEELECTRICAGENCY APPROVAL. ROYAL.SCHEDULE FOR 1,PROMDE COMPLEETHE TOOLS AND MNYL BASE BY BE USED. OF THE TILE OWNER BAGENCY APPROVAL. REQUIRED TONISH HATETHEMAND iSCELNGROUGH PAID MNYL 045E i0 BE USED. HARDYARE,FINISH HMOWAREANO MISCELVNEOUS SPECIALTY ITEMS, 11.CEILINGS.AN0 SUSPEN90N SYSTEtl 2.SWITCHING OF CORRIDOR AND HALL LIGHTING SHALL BE DETERMINED IN THE PROGRESSPRINTS 2,PROTECT ALL MATERIALS FROM INJURY AND DAMPNESS I.SEE SH X3 FOR CEILINOTYPES FIELD AND SHALL BE INDEPENDENT OF OPEN REVISION$ DURING AND AFTER DELIVERY.DELIVER LUMBER AND AREA LIGHTING. CARP ENTRY MATERIALS IN ADRY CONDITION MO MORE MM.IANDNG PP 071090d LUMBERANO MLLW.RKTO INSURE PROPER VENTILATION 3.ALL ELECTRICAL WORK SHALL BE DONE IN MD DRAINAGE, 1.ALLANNT MATERIAM MALBE FIRST OUAITY PRODUCTS ASMANUFACTURMSYSHERMINWLLLIAMS,DEVOE. ACCORDANCE WITH ALL LOCAL ANEYOR PERMITPNG 3.ALLFREMING UUMBERSMA.SEGRADEDINA000RDANCE PMTT-l-MBEM,CABOT OR EQUAL INCEPT MATERIALS GOVERNING CODES,ORDINANCES AND 01Y2O/Od KITH LATEST GRADING RULES OF MANUFACTURER'S FINISHMMITHPflIME COAT BY GTHEPS,ALL PANT RULES AND REGULATIONS. AGE CWTION UNDER MHICH RULES LUMBER IS PRODUCED PRODUCTS SNALLBE OF TKESAME MANUFACTURER. ANIBEARTHEGRMEAJDTRADEMARKOFTHE PROTECTIVE WAIL FINISH TO BE BY AQUTLECKACRYLIC 4,REFER TO ALL DRAWINGS FOR RELATED ASSOCUQAN, LOU MULTI-COLORSYSTENISMAINFACTURED BY CMIFORNIA PRODUCTS C ORP CAMBRIDGE,MA ALL WORK AND AGENCY REQUEST FOR (�ppL dp A.LUMBER SHALL NAME A-MUM.0 SIVRE CONTENT OF COLORS TO BE SELECTED BY THE OMI WNER.ALL SURFACES PROPOSAL FOR ADDITIONAL INFORMATION. PROPOSED TENANT FIT UP FOR 'f�\\`I�.q/I 19%FOR FRAMING LUMBERANU I2%FOR DIN BRED SMALL BE TOUCHED UPVM AGFADE],KITH MATERIALS r y\ h/� _ LUMBER ALL LLPMBER SHALLBE SOUND,THOROUGHLY RECOMMENDED BYTHE PANT MANUFACTURER.BEFORE --- SEASONED,WELLMNNFACTURED AND FREE FROM PAL.-GASSPECIFIE.BEYOND. THE DEPARTMENT OF SOCIAL SERVICES CAPE ANN&ISLANDS OFFICES ,7 C2 /f DEFECTS.ALLLUMBER,UNIESSOTHEIMMSENOTE.6HPL. ��~ \` �r0A0 BE DRESSED SAS 2,A-NEW&UIUWG SURFACES SMALL BE PANTED AS ` 'VV FOLLOWS 5,ND EFITS~NL.URR�EA LMANEEVENALARINGB •WILL`IAMS STREET CORPORATION CLOSEFITSOTNTACT RFACEHAVEEVLLBEPRIN00YER INTERIORORF6IES;EYOSM;OLUMN00TEEL n Z No.2653 0 TIE EMIRSCONTACTSUREWIRED SMALLN METHDOORFRAMEC AORK.LCOLUMNS,STEEL WGURTELY SETTEDI N PEONIES.LINESPNO LEVELS AND PIPING;INPOSEO DUCT WOAH,LOUVERSANDGR&1E5; SELUAEI.Y MOM BRED IN PLACE ETC. 6 INIERIORVIOOODOORSSHALBEASM+ANUFACTUREDBV ONEO)COATPPOMAR2O LA`MMIMEROREOUM 139 HATHAWAY ROAD _ NEW BEDFORD, MA ¢ SCITUATE, ~ MOHAYMC FLUSH DOORS,INC WTH I WA THICKA CORE OF (MERE NOT PROVIDED BY OTHERS) ALAS PARTICLEBOARDCONFORMING TO ANSIX208-1.STILES ONE(1)COAT AEM KROMKMETAL PRIMER OR EQUAL �O AND RAILS SMALL BE SECURELY BONDED TO CO RE.FACE (METALMDAK) - VEREERS SHALL BEAWI PREMIUM GRADE RED OAKFOR ONE(I)COAT.OMVITEOREOUAL((ALMNZED IRON) f STUN FINISH. TW00)COATS-PROW 3T0 EGGSHELL LATIN n �Av� ��UY SEMI-GLOSS OREOUAL C- '(- ).AIVAOOTRIMSMALLSE REDOM-CIFTHIINNESS A D SUDEAS SHOWN ON THE ORAVANGS. INTERIOR-WOOD OOORSMD TRIM P' N Of M ONE(I)COAT ETAN L.HIG IC H LAYIALLBEFOING OR EOEMINGT TW00)COATS SATIN VARNISH HIGH PRESSURE LA ND ATE,MEETING OR EXCE®INGTHE PENFOAMAIONAL TEXTURE OFNEMACEME TINALOW PROTECTIVE CLASS IN TSN(BEIAWCHARRAU �•_f 1 NON-DIRECTIONAL CEMENT BONDING CEMENT SHALL BE FIRE RATING D111 TYPEVELOPED tND AS NOTED IN FORMICA THE AGENCY, OR EOUA_COLORS TO BE FUMEAT A055MOKE DEVELGPEDINDIXS R SCAB SB.ECTED BY THEAGENCY TWO COATSAOUTLECK MULT 100 T LICBESECO ONE COAT AOUMLECK LAMMULTFCOLOR FINISH ].CAII%WGNUI)SFALANIS COAT DRAWN 1.ALLWUONGAMD SEALANTS SHALL BEAS 200401 MANUFATURED BY TREMCO OR EOVAI EXTERIOR JOB NO CAUU LNG SMALL BE TREMC09YMONIC'.INTERIOR CAULIONG SHALL BE TFEMCOACRLYIC LATEII S M.COLOR SHALL LE SELECTED BYTHE DINNER.ALLJOIMS WXBIE DATE WAN IN OR REQUIRED NUNTE SMALLBIA.ME CAULKED.WSTALLA. WANING FILLER EATERIAL WHERE REOUTAED OR WHEN FIAL DEPTH OF J"MIG TNIN JOINT FILLER SMALL BE FLLL.EPTH OF JONT PNO NITNIN 1R'OF THE SURFACE BB'OREPPPLVING CAULKNG T1 SHEET PARKING REQUIREMENTS C 2004 USE AREA REQUIREDSPACES TOTAL SPACES REQUIRED THESE alas AnE THE _� • • • • NORTH STREET TOTAL RETAIL 261591 SF 1200 SF'1 EASEPARATE UNIT 134 EXCLUSIVE PROPERTY OF ` • • OFFICES 1500035E 11300 SF'1 FA SEPARATE UNIT 50 anroa=Avg•^^• RESTAURANT 40 SEATS 1IFOR EVERY 3 SEATS OF THESE F OR aEusE OF THESE RANS DUSTUP I ■ y �� • • +11EVERY 2 EMPLOYEES 50 V4THOUT HIS 19ITM,PERMISSION MTTM • • • 8 EMPLOYEES +5/TAKE OUT AREA IS PPOHIEITEO. �� • • DRIVE THRU • • __ 234 • , • ♦ ` ` TOTALONSITE 242 ' a 1 , LOT 1 , MCDONALD'S EASTUP I �. d 1 1 LOT 3 1 4 - • � i, � � ' CHARLES C.&JEAN HASKELL CERT■108752 1 1 1 1 EAST UP Fy I EAST LIGHT O F TOWER FDN 19.00' 22.97 22.97 N BOWS ORE 1 O& 0 1 O mll co3 1 U Ico cwj � 1 LOT 4 = `d L ,ON- DIAI AOND P tEFECT DNS � I — _ PROGRESS PRINTS REVISIONS PP 01105f04 REV 01428/O4 500 MAIJq ST EE REV 0120/04 I �\S-�ERED qR�y/ PROPI SED D SAREA OFFICES1 �� p�� F•O'n y TFCf o ¢ No.2653' o c", SCITTUATE. � H H OF 1nP" RETAIL SITE PLAN SCALE 1'-30 SCALE ASNOTED • • - ��� DRAWN • �- - • NOTE: �� • - _� • SITE PLAN DATA OBTAINED FROM'PLAN OF SUBDIVISION OF LAND JOB NO 2003_24 • • SHOWN ON LCC 15190E;LAND IN HYANNIS.MASSACHUSETS; - PREPARED FOR HYANN S REALTYTRUST;SCALE,'-40;APRIL 28,19ft PATE _ —� • • - NICKERSON&BERGER,INC.RL.S.&P.E.ORLEANS,MASSACHUSETTS MAIN STREET Sp-1 SHEEP 9 O CT CD CO N W 1 i Il I II II I 1 1 I I 1 I 1 I 1 1 1 n 1 _ 1 on - 1 I I g12 g �p �gn pA p A I 1 I 9 r(n ' 1 rtl 1 `gym I ^ O 1 __-- 1 w Iilll IIIII v ' w g rTITITI fTft / I �—_ 1 O gElYRa(aSg BEETA6. �8 rw� ego &0 ao m' w mFw «�' -- w O —._— �o Tg �� ELVN�3F9tFTA8 I v ------- �" LL-23 ———— RAMP UP ——— 11 a _ 11 4 RA1AP UP — p2^ Q ® 11 �� ZO ( I IIIIII A� ' o m J I o I I I I I I �68 I i - Ly I I I I I ' I I -- ---- --------- -------- ------- -------- I I 1 I l �D m I X A TIITI I TT I rlil I Ltl ExsraR IIIII I I o � � m I o m i d r Q m r OC� Y Z AN I- �FGi a c N R N v Ol O c m CSl s, 9cyU oia�°�,y� S c LOWER LEVEL PLAN anthony p.d'onofiio,aia a �gzaQm mti _= mN PROPOSED TENANT FIT-UP OR DSS CAPE&ISLANDS AREA OFFICES architects & planners om 9 og g 1--► o $ WIWAMS STREET CORPORATION LSma�hi0mad=po6�457'nedMloma 07A69 = 'O sooMaN srR�r HYANIdS.MA 781-5453404 f�c 781-545-&322 '" w r C 2004 THESE PI-ANSME THE EII—EWE PROPERTY OF .rUXen:.—y P.d—H.,.I.. REMOVE EXIST DOOR&FRAME 8 .&P.—'. STALL NEW DOOR&FRAME AN O THE USE OR REUSE ETC. OF THESE PUNS L , WTHOOTHISPERMISSION IS PROHIBITED. I APM OFF 2 APM OFF i O 128 APM OFF 3 12T 40 126 14'0" ` 41 1 p14 D" 1 INSTALL NEW I1/Z'DIA REMOVEEXISTDOOR&FRAME& O , EX STAIR 3'-8•HIGH STAIR GUARD RAIL THIS 23 O 510E OF STAIR WTH ONE INC INSTAU-NEW DOOR&FRAME 1 I $ CUT NEW OPENING 136 SQUARE S4LUSTERS AT dbc E7C. SO AND INTERMEDIATE I IR'OMt IN MLL FRAN E LLNEW REMOJEEMSTMASONRY > DORR I O 3 P067 NOTTO EXCEED4'.p•Pc. DOOR&FRAME 1B _ INSFALLNEWOOOR&FRAME -�I 8 OR ETC. J 16 .��• RBdwEEkIST WILL TOILET 133 AAIA yD0..ET 02- cD O B �Y ® EX TOILET 1 ,66 TOI ET O 9 - ACLERKS OFFICE CORN SUPPLIES a« •APM OFF 124 1 129 ES R 168 137 ¢ II r+ 122 gE g1A-7 1{O'1'134 HCT+36 11 _ _ _O I' HCTDEi E.00K UP� U UNIT �__lf OOPENING 163 JI QI y�• 1 O A OP&pCUOE RE O LOCATE PC COACH SIN( _TOILET FIXNRES - _ �1 a 121 1,11 90" r O JI 17 wo so PRINTER 1 =b --I�EJ -------------- I �I 13'0't q6• 4'6• .. y _ _ NG RM OFF 11T 6'0` L't CORN M .T,�I—gyELNNO � _____J 119 118 COPYISHRED 15 _ OFF 3 138 1, T130 4 I I EP U UNIT S OFF q l 184 162 1 O II ..� µAREA ODIR cc1 © 5i UNIT1 C=16 140 rF I m TEUDATA < II i• 4 116 TEi®XDX 1` g4' 1 i6'0' w II 4'6• 160• I 4 av�xvo FRGOM g 3 LL-29 5 NEW TAIR .. .. - I --- --- -- 14 W - — UNTB 1 - �� I I 161 U 1 FOSTERCARE V_ CUi NEWOPENINGIN FL00R 4. +14 CORN ' I EX RETAIL o ANOREFRAMETOINSTALLNEW Imo—', A (00 d _ ¢d STAR N CASE I 139 S, w S OFF V W 1 1 113 UNIT 2 1182 I $ CORR Q O 155 0 UNIT Z ai 160 EX RETAIL 1'-' a II g VINO I�IS OFFI4 U.,O w 151 I n 1 INTER $ ----------------- ----------- 40 p'O•VADExD'8 GN O zm�, 5, I C2 I00 0 Xl - - 1g� §p UNIT I OFF 9� O 11' O� 142 �,50 S, c) \ ° DUcrsHAFr w m INTER O SEEH.V.WWDS 1 I O UNIT 70 ~ 1 5, 169 R Igo go go 110 O/•L 2 b \ V k § I LU IXRETAIL 4 rH IbX I t3 ® I O 3,60 °{ b N 6V UNT4 �j J w S 3 \ 143 W l�$OFF 10 _ �J 4 8 I 149 O O 1 RFC PT 708 N 5 __ 1 ___ _- � 5'4• q CC1iILDREN US I Ee UNIT 11 b 109 MAIL .Z JS OFF 11 168 ICP Igo Go (00 T I14. 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ACOUSTICAL TILE(SAT)CEILING SUSPENSION SYSTEM Q �• SHALL BE PRELUDE GRID SYSTEM PLUS 7 XO•GRID SYSTEMAS O py d MANUFACTURED BYARMSTRONG WORLD INDUSTRIES, N x J I SHALL BE INTERMEDIATE DUTY,NON FIRE RATED rt9 EXPOSED TEE COMPONENTS DIE CUT AND INTERLOCKING. b o II CCC��� CON'ORMNGTOREQUIREMENTOFASTMC636. a I I II - ACCESSORIES SHALL INCLUDE STABILIZER BARS,SPLICES II I I a EDGE MOLDINGS AND OTHER DEVICES REQUIRED FOR 1 VACANT I 11 I SUSPENDED GRID SYSTEM.SUPPORT CHANNELS AND I I B 1 I 1 HANGERS SHALL BE OF SIZE AND TYPE I TO SLAT APPLICATION SGIDLYSECUREACOU D SYSTEM RAL II II ' 1I 15 2. ELECTACOUSRICAL COMPONENTS HWITH ALL BE MAXIMUM NICALA DEFLECTION N OF 1/360. CAL NE ARMST ONE FISSURED INDUSTPANELS RIES. MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES. A TYPE 9 !1 I 1.ONE HOUR CEILING ASSEMBLY 6A1'TYPE'X'GWB 7.9 3 6' 1710' 8' I ON EXISTING 3"X 11V WOOD JOISTS.UL DESIGN L501 ' TYPE C 11 I I I I 1.EXISTING RASTER CEILING ON WIRE LATH ON FURRING a NEW STAIR I II ON WOOD JOISTS.PATCH TO MATCH p �-—-�-—-—-�- EXISTING AT ALL EXISTING OPENINGS TO BE BLOCKED LP I 1 ' O -- --- I STORAGE I i'i I 1 I I I O z 6.9 III I VACANT ' Z Ii1I A I I ( N O I I I VACANT I Z Wa J A —_ V — ---- ----- -- —�- 13 v o —- - — _ - -- - - - A A A A U A AI A I I LLI J ~ 5.9 EXIST RETAIL u- g 1 a A A A Z I J w g -A U OFF STORAGE I I I W 5 A A I yy A AC —� _— O_—_—_4—_— -_ r_ —_ 1Z � 0 I I I A — A A FLEVATOR I ® ® I I PROGRESS PRINTS A A A STAI MACHINE , REVISIONS Room IS OV0FO ;I TOILET I , I ISSUED FOR BDUING& cm ®I I I PERMTTING o,noroa ELEv I C=1C=� I 1 0 , IC=jI=- I - _a Aye i P I P.D.020��� CLOSED FILES UTILITY gTORAOE _. I I ' gTOi� _- o a A NO. 2653 EM ® � ' ' I SCITUATE, A I I I UTILITY I I EXMEW STAIR 9 A" Jb SCALE AS NOTED I I I I I I 1 I DRAWN ]000_Oi JOB NO I I I 1 LOWER LEVEL PLAN IDATE SCALE 1/B'=T-0" A B C D E F G H J K 0 S 10 20 A 3 GRAPHIC SCALE SV¢ET C. 2004 THESE PIANSARETHE IXCLUSFV PROPERTY OF .nPeny p.d'—fd.,aw m a pl—. ANO THE USE OR REUSE M OFF OF THESE PLANS P ROUT H I S PEA MISSI ON MOF 2 p ISPAOHS3ITED. 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A E Aj A A A HO H ____ pF �PSSP — _ �I ��1r— ——— — — — — ___ _ _ — __—__--—— — ————0 AS NOTED SCALE DRAWN I JOB NO 2003 24 MAIN LEVEL PLAN DATE SCALE 0 6 10 20 A-4 GRAPHIC SCALE SHEET 133H5 1l .0-A—M 31vos -'d A-d a.9/L 31UJS S z NOU33S N00038 Siva A•A=.UL 3ltlOS ' 11VIK H3aab'l lld A313 LO i00L ON BCr 9 • NMvaa aSSdVA 30 N 11d A313 C1310N SV 31VJS !r i�Noa Nt)SIX3 A '93�NI11I�S c r µ m N1a11 ON £990'oN z Y z otio o.a �0 /y`�11b 03a�iS\� � ILSIX3 � u1 aooldlsL � _ = I 0131d NI AA..A ao.9-1® 0" aVE Ltlld Ol 03aT3M ONIWVa3 ONNSIX3 �+ I ONIWVdd ONLLSIX3 SL3)10VWS aNLLNnOW and ONOO ONNSIx3 OI.0 x.9L/C><X■.9 SatlB -' lvld 01013M S'JNna �I 3OWLSIS311dIlSaVE _ 00/OULO W SWIM 01.9E X.L ONLL11Wa3d o o S11Vaatle 'SONOGQ d0jmnSSI 9 i 1V1d UW.L■.8/t � SNOISIA3a N `t Z 9 2 I', S1NIad Sndvoad y o rM ; II1 T � o D :d .0•d=.L 311rJS o CNIWVdl ONLISIX3 y IIVA411IS A313 S m rn z O 0 oNlwvad aNNSIX3 � OlO a3lStlld Tf 4 HIVI 3aIM 1(3 O m ONIWVdd ONOIX3 ONIWVdd ONLLSIX3 a1N00 A313 AB a3A031V13W n D EMO.X.3dA1.UL dOOa 13 S1SIor a001d WoM)(3 O m - Sa3AVl C'a3Mlld/HS.L AB ONN31 Vd18 �.Zd'7L 3o.'y 1tl SOUS H-o.V c�lnN 6NN 1S T11S LI-wOS 031Va anOH OML Z1N3A OD r�i) to SlIv13a a0d SONNAVao lban10f1a15335:31oN .0•4 e.ML 31tl0S A•1 e.W 31y3S A•b e.Wi SMS NVId lld A313 13n31 HEIM01 13n31 NIdW 01 lo •g 3HL 031031353E Ol SaOIOO OWS3HSINId'a00d31NI'a EVO3NM d030U15 a°) �^ 'S33NVNICWO a0 S3000 dXOs y y .B+Gtlx.Ll — Si ON1113Ao0 a3LLO lT/oNtllotlS3LLl1Eb510 HLIM NtlORl3Wtl 3H1 °j _ �. �P 'SaatlOB Sa31aaVE lVan103LIH0atl S113S(lY1JtlSStlV13Hl q P 0 'SNOLLV)na31aO1VATSA13dtlS0n8nddO1N3YUNVd3a a00ld9STRMiId �sg a $ aL...,,a{,• 3{L d0 SNOLLtllnom UJtl smna 341 Him 30NVUa000v i)V 0NI3OOadd31)M F P P a.L• NI S1N3PLZIUM3a TIV C L WaO3J0011VHS WOIVA312 iN3W3a Sn0ifa33.1 r O 'SNOOa AVM1SIOH Ly W W 13 ONINUO 3OIS CMUS 310N5.o•1 z.0-8 HL1M'093dS Wdi 08 §2 SS Aliovdvo So OOLS'aO1VA313 o17)vaaAH SS3imoH S30d3S S1H 013133N1ON3-3ad"aOOM1331d13a0W"daOO UOIVA313 �. ddnaMN3SSMU am As a3wmotldnNVW SV as iT Hs voivmi3 aIV.LS 1SI)(3 a1V.LS 1SIX3 310N L L oHIH'.u.e 3,> ' IA AVMLSIOHHV311A L .SI AVWSIOHaV310.Vd .BI AVMLSI0HaV3)OAd .9 .8.8 • '®uBIHOed SI N05SIWl9d SIH 100H1YA 353H1 d0 i 35113tl�MC 0BS35113H1 aNV •aw�ou.p y.aN.W+• �m.o.n a R.aa.. d0 Alb3dOtld3�IS3I Hl 3H13aV SNV1d 353H1 moo J S..12 GAGE TRACK.BOLT TO BOND BEAM WITH IQ' SEAT ANGLE 3x3GAXO'd',TYR' NOTE: EXP.BOLTS AT 16'O.C.. GENERAL NOTES PLACE ANGLE FRAME AT ALL DESIGN LIVE LOPDS LSx3aAA UNDER CURB,SPAN NOOFTOP OPENIN G... GREATER BETWEEN SUPPORTANGLES. TI{pN 12•IN MAX.DIMENSION FLOOR 100FSF(INC,PARTITIONS) AND UNDER THE LURE OF ALL — —————— — MECH.UNITS, STAIRS 100 PSF G.L.SUBMIT LAYOUT AND WEIGHT F E D FOUNDATION OFALLMECHANICAL UNITS FOR AM O.C.. S AT PROVIDEU.CLIP i.ALL FOUNDATION EXCAVATION SHALL CARRY DOWN TO NATURAL,UNDISTURBED BEARING SOIL -BET USX3 x39 SUPPORT ANGLE SPAN REVIEW ANGLES TO TRACK ON L' �~ DR CERTIFIED 5iflULTURP1 FILL OF TWO TONS PER SQUARE FOOT(TSFi BEARING CAPACITY. BETWEEN JOISTS,AT PANEL POINT 6EE HVAC DRAWINGS FOR UNIT ELEVATIONS INDICATED SHALL NOT IN ANY WAY LINT THE EXCAVATION REQUIRED TO REACH MEMBE NLESS,A SUPPLEE ENETAIL. LOCATIONS. MEMBER IS PROVIDED.SEE DETAIL. GOOD SEARING. 2.WHERE SOUND BEARING IS BELOWTHE INDICATED LEVEL OF FOOTNG OR SLAB ON GRADE PUCE COMPACTED GRAVELTO GRADE WITH A MODIFIED PROCFORDENSITY OF 98%UNDER LEDGER IOdATIFLOOR DECK TO THE GEOTECHNICAL ENGINEER'S DIRECTION, TYPICAL SUPPORT FRAME AT ROOFDECK LEDGER IOtl AT 6'O.C. OPENINGS AND HVAC UNIT CURBS 1.3/4'x 11a/B'LVL 3.ALLFOCMNG EXCAVATONSARETO BE FINISHED BY HAND,NO FOOTINGS SHALL BE N.T.S. PLACED IN WATER OR ON FROZEN GROUND.CARRY EXTERIOR FOOTINGSA MINIMUM OF LEDGER.BOLT TO SOLID 13J4'x 11.7R'LVL FOUR FEET BELOW GRADE. GROUTED CMU WITH 314' LEDGER,BOLTTO SOLID EXP.ANCHOR AT IVOX. GROUTED CMU WITH 3/4' AND4'EMBED. EXP.ANCHOR AT 16'0.C. 4.THE OWNER WALL RETAIN A REOI$TERED GEOTECHNICAL ENGINEER TO INSPECTAND CERTIFY FLOOR AND 4'EMBED. ALL EXCAVATIONS,FOOTING BEARINGSAND BACKFILLS FOR CONFORMANCE WITH THE (ROOFTOP HVAC UNIT) LOCATE BOND BEAM COURSE CONTRACT DOCUMENTS,ALLAPPUCABLE CODESANOSTANDARDS OF GOOD CONSTRUCTION - TOAVOID CONFLICT WITH PRACTICE.HE SHALL PERFORM SUCH SOILS INVESTIGATION AS IS REQUIRED FOR HIS WORK. ANCHOR SOLID D REINFORCING, SUPPORT ANGLE AT SUPPORT ANGLE OFF � GROUT SOLID ABOVE AS CONCRETE JOIST PANEL POINT JOIST PANEL POINT REQUIRED. 1.ALLCONCRETE SHALL BE CONTROLLED CONCRETE PLACED UNDERTHE SUPERVISION OF AN LICENSED TESTING LABORATORY RETAINED BY THE OWNER,ALL CONCRETE EXIST,WOOD JOISTS. WVRK SHALL CONFORM TO THE LATEST ISSUE OF THE STANDARDS OF THEAMERICAN EXIST.WOOD JOISTS. CON CRETE INSTITUTE(ACI), HANG ON LEDGER WITH SIMPSON LU210. 2.CONCRETE SHALL HAVE W=3000 PSI IN 28 DAYS,EXCEPT 4000 PSI FOR EXTERIOR FOUNDATION WALLS,FOOTINGS,SLAB ON GRADE AND WALKNAY SLABS.THREE TEST SAMPLES L2x213116 BOTH SIDES ARE BE TAKEN FROM EVERY 60 CUEC YARDS PLAC®AND EVERY DAY OF CASTING. OF JOIST.WELD TO JOIST CHORDS WITH TWO I'x I'S' FILLETS AT EACH END. 3.REINFORCING SHALLSEASTM A615,GRADE 60,VARE FABRICAIBS.PROVIDE COMPLETE SHOP DRAWNGS FOR REVIINSEFORE FABRICATON.THETESTINGLAS TYPICAL ELEVATOR SHAFT DETAIL #5VERT..ONEAT EACH SHALLINSPECT REINFORCING FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS WITH JOISTS PARALLEL AND AT 32'O.RNE ANDDOORJAMB AND FOR SUPPORTAND CLEARANCE PER CRSI STANDARDS. TYPICAL JOIST REINFORCEMENT DETAIL N.T.S. 314'=1'0' B'CMU,Tm'=2000 P51, ASTM P90.PROVIDE BOND CONCRETE MASONRY BEAM WITH(2)k 5 CONT. 0 5 DOWELS,EXTEND 24' AT MAIN LEVEL AND AT TOP. INTO CMU AT EACH VERT. 1.ALL CONCRETE MASONRY SHALL BE CONSTRUCTED WITH ASTM CSO STANDARD UNITS. PROVIDE 9 GAGE,UDDER MASONRY UNITS SHALL HAVE A NET COMPRESSIVE STRENGTH OF 30DO PSI,MORTAR B C SHALL BE TYPE S.GROUT SHALL BE 2500 PSI.BRACE MASONRYAS REQUIRED 16' O.C.IRED DURING TYPE JOINT REINS AT CONSTRUCTION.SUBMIT CERTIFICATION FORALL MATERIAL FOR REVIEW BEFORE USE. . 2.ALLMASONRY WORK SHALL CONFORM TOTHE STANDARDS ON THE NATI ONALCONCRETE S.ON GRADE MASONRYASSOCIATION.ALL WORK IN PROGRESS SHALL BE INSPECTED ON A DAILY BASIS I BY THE TESTING LABORATORY.MAKEAND TESTA MINIMUM OF THREE STANDARD GROUT SAMPLES FROM EACH DAY OF PLACEMENT. 3.THE TESTING LAB SHALL INSPECT GROUTING AND REINFORCEMENT PLACEMENT.VERIFY DEPRESS WALL AT DOD R. CLEANJNESS OF THE CELLTO BE GROUTED BEFORE PLACEMENT CO DRO,WITH ELEVATOR • EXIST.WOOD JOISTS EXIST.BEAMS SHOWN DASHED SUPPLIER. UNTELSCHEDJE I.PROM DEAND INSTALL UNTELS FOR MASONRY OPENINGS,SEEARCHITECTURAL B',TYPICAL DRAWINGS.BEAR SIX INCHES MINIMUM ON SOLID MASONRY,UNTELS SHALL BE HOT DIP r b GALVANIZED. $J Ste' 95 HERTZ.AT 16'O.C. v kS VERT AT 24'D.D„ MIN.,AT CENTER OF WALL. .� MAX,MASONRY OPEN NG UNfELTYPE ?_ 13)1J/4'x 14'LVL 1.1. L5 x 3-1/2 x 114 FOR EACH WOF CMU SEEKING LAYOUT FOR STAIR SUMP DEPRESSION 4',TYPICAL OPENING LAYOUT SUMP DEPRESSION IN f0'B' LBx4 z9R ONE CORNER. MISCELLANEOUS 1.THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN THE FIELOAND COORDINATE L x r—-—- -—-—- y -—-—-—- WITHELEVATONS,PLANSAND SECTIONS OF THE CONTRACT DRANANGSAND SHOP �-•� l DRAWINGS.THE CONTRACTOR SHALL REVIEW,CORRECTAND SIGN ALL SHOP DRAWINGS $ BEFORE SUBMITTING TOTHEARCHITECT.DRAWINGS SUBMITTED WITHOUT THESE REQUIREMENTS WILL BE RETURNED WITHOUT RENEW. I 3 3'CLEAR k6 AT 12 EY+B WOOD FRAMING 1.ALL LVLBEAM SHALL BE 2.OE SPAS MANUFACTURED BY THE TYPICAL ELEVATOR SHAFT DETAIL TRU$5 JOIST MACMILLAN CO,ORAPPROVED EQUAL.HANDLE AND INSTALL PER MANUFACTURER'S REQUIREMENTS.PROVIDEALL WITH JOISTS BEARING PERMANENTAND CONSTRUCTION BRACING,AS REQUIRED. 914'=1'0' 2.ROUGH FRAMING SHALL BE IGLN DRIED,NUMBER 1MUMBER 2 MAIN FLOOR FRAMING SPRUCE-PINE-FIR SHEATHING SHALL BE COX PLYWOOD. PLAN AT NEW STAIR 3.ALL WOOD EXPOSED TO THE WEATHER,USEDAT OR BELOW GRADE, 1/4'=I'D' OR BEARING ON CONCRETE SHALL BE PRESSURE TREATED TO THE STANDARD FOR PERMANENT STRUCTURES OF THE AWPA. STRUCTURALSTEEL 1.ALLSTEEL DETAILS AND CONNECTIONS SHALL BE DESIGNED BY THE SUPPLER IN ACCORDANCE WITH THE LATEST ISSUE OF THEAISC MANUAL OF STEELCONSTRUCTION. 2.CONNECTIONS SHALL BE BY WELDING OR HIGH STRENGTH BOLTNGAND SHALL SUPPORT . HALF THE TOTAL UNIFORM LOAD CAPACITY FOR THE SHAPEAND MATERIAL SPECIFICATION BOLTS SHALL BE LOAD INDICATOR TYPE. $,ALL MATERIAL SHALL BEASTM A 36,EXCEPT $72,GRADE 50 FOR ALL BEAMS. HSS MEMBERS SHALL BEA500 GRADE B,ANCHOR BOLTSA307., 4.PROVIDE CONSTRUCTION BRACING OFALL57EEL MEMBERSAND FRAMEWORKS,AS REOUIRED,UNTILPERMANENT RESTRAINTSARE ODMPLETE. S.SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW BORE FABRICATION.COORDINATE EUGENE W.HAMILTON P.E. WITH ROOFTOPUNITSANDOPENNGS. STRUCTURAL DETAILS STRUCTURAL ENGINEER 183 SILVER STREET,HANOVER,MAD2339 PHONE 781.926.3586 FAX 78"26-5169 PROPOSED TENANTFIT-UP ssq `Nov w FOR DSS CAPE AND ISLAND y� AREAOFFICES EUGENE S-� 1 HAMILTON STRUCTURAL DATE SCALE NO.23278 a. 1120/04 AS SHOWN �Fs Al HYANNS7 C 2004 THEE PIAN6ARE THE M"O.C.MAX CLG HGT VARIES E% IYE PROPERTY OF =ntlhany p.tl'pnolno,°i=, NOTES: 1.VERIFY LOCATWN&DEPTH OF ALL SHELVING - SE WTHAGENCV PRIOR TO INSTALLATION. OF THESE OF THESE PIA VATHOUT H5 PBEMI690N 2.WHEN CASE FILE SHELVI NG IS BACK TO BACK PARTITION ISPROHIMTED. PROVIDE CONT 5I'.PLYWOOD DIVIDER ENTIRE CONSTRUCTION LENGTH OF BACK TO BACK SHELVING. VARIES ADJUSTABLE COUNTERTOP&SUPPORT CONT 2 W WOOC PANELS TO BE FABRI CATED WITH TWO BLOCKING AT LAYERS 314"MEDIUM DENSITY FIBERBOARD EACH SHELF TYP &BACKSPASH NOSING WI BOTTOM \� ADJUSTABLE 0.ASRC LAMINATE FLUSH W/SHELVING q m COUNTERTOP,BACKSPASH& NTS S= -• 1.0 \ R T" \ f� SUPPORT PANELS _ J/ 4'-0"OPENING PLASTIC LAMINATE COUNTERTOP S 7. l0 3/d"PLYWQQD -- BBACKSPASFI = TO UNITF SUPPoRTS C".. .m�. 3 .E 12n EDGEAX0 BANDINGCW/ 0 COTJT.SHELF CLEAT PLYWOOD SHELVING (6 TOTAL) MR TYPICAL OPENING TO UNITS CAM 1'k3" - - SCALE 114"=1'A" 420_EMDET SHELF CLEAT •- 1'k4"CONT WD BASE 5-0 W/2'k4"BLKG 1 112- 11, CONDITON @ 24"&18" SHELVING SHOWN LOUNGE CASEWORK ELEVATION DOTTED. SCALE 1/2"=1'-0" PARTIAL ELEV SECTION NOTE COUNTERTOP TO BE MILT PER AMERICAN WOODWORK INSTITUTES LATEST CUSTOM TYPICAL SHELVING DETAILS STANDARDS&DETAILS. SCALE 3/4'=1'-0" 420 SHVLDET BASE&PLASTIC CABINETS LAMINATE O HAVE SURFACES LAMINATE M ALL SURFACES ON MEDIUM DENSITY FIBERBOARD U :.:..........::::.......... C 4 FA D4VN " N O z' I 7'.61/Y b b Zr 2'4"z 3'-6"MGH y -° DMWD 1"zd"CHAIR RAIL - GWB SOFFIT 0.G HGT GLASSVISIONPANEL BLKG 105 MAIL SLOTS 6"z6"O.c,O"DEEP MAIL SLOTS ON METAL VARIES IN ALUMINUM FRAME W 1/2'PARTI CLE BOARD W/MELAMINE ON ALL STUDDING n WITH BULLET PROOF ry"p d'B' Q • - - - EXPOSED SURFACESW/1/2"MELAMINE GLAZING pQ, COVERED PARTICLEBOARD BACK D V U REC SED LIGHTING (} PROVIDE MIN OF `J FIXT.REIN FURRED TWO GROMMETS C DOWI SOFFIT THROUGH TOP FOR W V4"LAMINA DSAFETY WIRINGACCESS GLASS INSOLIDOAK lC WOOD FRAI 4EOR BRONZE Q N d AN DIZEDILUMFRAME P (� PROTECTIVE WALL - RECPT 106 L~—L COVERING ON S GYPSUM WALL 6 - &" �u BOARD 14 MAIL N COUNTERTOP pLASRC PMINATE ON �., a J TZQ- r uj REINFASREOIRED j PLYWOO SUBSTRATEHR Q a Z ALL E)6'SED SURFACES ' o SUPPOR SAS 6 \ 3 g 0 TYP MAIL SLOTS o GVBOVER REQUIRE ^� 3/4"PLYWD O ONSTUDOING GWB ON T, / d VINYL BASE SCALE 1/2'=1'-0' 6"STUDDIN ( 7 d' 1'0 d h ` GLA k 3'VISMGM 1T- GLASS VISION PANEL SECTION A I THBUNUM FRAME \ / PLAN MATH BULLET PROOF TYPICAL CHAIR RAIL DETAIL •_.• R p \\ SECTION C •` GLAZING REVISIONS AIMS SCALE 11/2"=1'-0" 420 DET _ •_'�• ,p NOTE:SEE PLAN FOR PP 1101104 PARTITION LAYOUT ISSUED FIXR BIDDING& VERIFY ALL DIMENSIONS IN THE FIELD PERMITTING 7 0• 4 EQUAL SPACES®MIN OF 7 0°WIDE 01/20/04 -0" PLASTIC LAMINATE ALL - SURFACES OVER T4'MEDIUM DENSITY FIBERBOARD GWB ON _ n n STUDDING n CONCEALED WDBLKG „ 114-LAMINATE AGLA FETV CLEAT WD f WOOD ORTBR I IZE OAK y �rN :> , xg g� ANODIZEDALU FRAME -� `� P.AID �F 3 OR AS ANUF 6y RTALKTHRU Q` O CAS PIASTICLPMINATE COVERED hl CR TIVE INWSTRIES� !�� .(1 Ab/�.H 3I4"MEDIUM DENSTYFIBERBOARD yg OR DUAL Of// a No.2653 INTERMEDATE SUPPORTS AS REQUIRED '• '� _ PASSTHRU SCI �� I PLYWOODASTIC UBSTE O ��yW\/ ALL E)POSE BSTRA p Gj SURFACES �J AS NOTED SCALE TYPICAL COUNTER DETAIL SECTION ELEVATION M GYBOVE REQUR SAG 3'S" 37 q�TH OF MPS PG DRAWN SCALE 3/4"PLY"" 200E_01 • ONSTUDDING GWBON GWB OVER 9/" i- JOB NO STUDDINC PLYWOOD ON it DATE TYP CHIDREN'S STORAGE ROOM SHELVING STUDDING SECTION El ELEVATION TYPICAL RECEPTION COUNTER A 8 420 RECPTDSK SHEET HARDWARE SCHEDULE DOOR SCHEDULE I.PROVIDE ALL LABOR,EQUIPMENT.TOOLE AND MATERIALS MRK WIDTH HGT THK I ELEY I DR MAT FRAME DETAIL LABEL HW-SET REMARKS •' REOUIREDTOCOMPLETETHEWORKINCWDINGROVGH IS EX EX E.X C HM EX &O MIN HW-6 NEW'C'LABELOOORBHRDWRE C 2000 HARDWARE,FINISH NAADWAAE AND MISCBULANEOU9 SB'GWS ON SPECIALTY ITEMS,HARWRE FINISH TO BE US ND UNLESS 3'-0° 6`8" 1W4" B WDSC PM 2 HW-2 THESE PUN9RETME I MUDDINEGAT 52�BaGMEEi OTHERWISE NOTED T.O" 6'-8" 13/4" C WDSC PM 2 HW-3 EXCLUSIVE PROPERTY OF AM. ]B. 21•Ac 9TUODINGAT 2.ALL LOCK CYUHDERS SHALL BE BEST LOCK CORE CYUIDER9 3'-0' 6'-8° 1314" A WDSC PM 2 HWd •^Wa^YP 4bnal4o,ele, OR EOUAL MASTER Id=YEO TO THE REOVREMENTS OF THE AN THELSE r AN THE USE PLANS pEV9E Q AGENCY.FURWSH SIX�)IMSTER1a=YS AND THREE E� 3'-0° 6'-8" 13/4" O WDSC PM 2 HW-5 OF THESE PLANE W IXUNTELS REPLACE CHANGEKEYS PER WMET. 3'-0" 6'-8" 13/4" C WDSC PM 2 HW-5 WITHOUT HIS PERMISSION 1 ^ ONE HOUR RATED l ^ AS REOUIgEO IXUETELS gEPLPCE IS PROHIBIT®, 5B-GWB EACH SIDE V \ 6B'GWBEACH SIDE IX<MU WPLL AS REOUIREO 3,ALL-HAROWNIS ORTHAT 0ENINGOPENINGS 9HALL�iYi THE 3'-0" 6'-8" 13/4" A WDSC PM 1 80 MIN HW-1 'C'LASE L DOOR BHARDWARE (/` v/ IX CMU WALL REQUIRED LABEL FOR THAT OPENING. STUDS EL 3'-0" 6'-8" 13/4" C WDSC PM i fiD MIN HW-6 'C*LABEL DOOR BHARDWARE STUDS 3 5B'STEEL 9TUOS I.THE FOLLOWINO fIN19N HRDWRE MRUFACTUPERSOP 3'-0" 6'-8" 13/4" D WDSC PM 2 HVY-2 • 20 GASTEEL 20 GA STEEL SCHEDULE BE USEO TO PPEPRE FINISH HROV4WE 3'-0" 6'-e" 1314" C HM PM 1 HW-1 NEW'C'LASELDOOR B HARDWARE RUNNER RUNNEP HINGES:SRLEY EX EX EK C HM PM EX &OMIN HW-7 NEW'B'LABEL DOOR&HARDWARE NESTED 20 QA PANIC DEN CES'.VON DUPRIN SERIE933 EX EX EX C HM EX EX HW-7 --�- NESTED 200A P METAL RUNNERS _ LOCKSETS,PASSAGE SET&ARROW'H'SERIES-LEPERRUNNERS F SEALNJT DOOR CLOSERS:LCNII16000R MOUNTED EX EX EX C HM EX EX 6D MIN HW-1 NEW'C'LABELDOOR B HARDWARE H P.M.FRAME T�EAWlT TYP DOOR STOP$:IYES DIVISION(Im)P36) 14 3'-0" 7'-0" 13/4" C HM PM 1 6DMIN HW-1 NEW'C'LASELOOORB HARDWARE PUSH.PULLS:ROCkW0OO MFR.CO WCKPLATES ROCKWOOOMFR.Co 15 3'-0" 7'-0" 13/4" C HM PM 3 HAWS PROMOE EASTING WALLOOOR PRUE ANCHORS ACCESSCONTROLLOCKS.SIMPLEX LIDDD SERIES 101I 16 3'-0" EX 13/4" F HM PM 3 HW-8 PROMOE EMSTINGWALL000R PRIME ANCHORS •' I 1v DOOR DOOR TYP.l N—B,NGE UTCH SFNNIT WEATHERSTRIPPING'.PEMKO 17 EX FX 13/4" C EX EX EX HW-B OOO TYP 5.EXISTING US.CLRDWRIC.ON ISTING 00 18 2-3'-0" EX 13/4" E ALUM ALUM 1 HW-9 .� O DOOR flWM000P PASSAGE US. OETC.$HAL.ON EXISTING DOORS IN 18 EX EX E WDSC EX 1 HW-10 ' MME PATHS E EGRESS.ETC.SHALLSER ADIP3D A5TEOUHRES 1LjWA'tE J I PRO DE LEVER HANDLES CLOSER RJUSMENT,ETC.AS O J O O •. I HARDWAR ,4c, •r ^� O S.HApDWARE SETS SHELL BE FOLLOWS'. Wy NW INQ. 3 ;1/1 PR BUTTS O PANIC DENCEAEVHI x.y �^ v L7J CLOSER I DOOR STOP v DO HWIR ABBREVIATIONS HIM HOLLOW METAL DOOR HIHRDW HARDWC WOOD SOLID ARE SET DOORCSI S. I IQ PR BJTrs 02 I ESSLEVFR PM=PRESSED METAL MIN MINUTES DOOR S }' I DOOR STOP HWP3 IQ PR BUTTS F LOLI6ET W/PUSN BUTTON RELEAE-LEVER E3 I CLOSERLOSER IIB' I]B' 1 DOOR STOP I HANDICAP SIGNAGE 2'TYP TTTYP YTYP-�II'1^�I ITS DO MINOFTHREE-M H BUTTS W. '1 1 ^ WALL Oq-I'ANCNORS 1 0PR FEB NRP PER JNNS OR VERIFY IN FIELD UOCHS ..BE. WTTH ELECTRIC RELEAE LEVHi Q ^v/ I IX CMU 1 DOOR STOP h S• B' N' ,0 IN EMP 4 VEPffY FIELD 110 PR BUTTS I LOCKEET-LEVER G SY I/I'TEM FLf CMU 1 DOOR STOP SAFETY G ASS MWAB pp P.M FRPME P.FRAME 1 IR PR BJTTS FBB NRP . F . 1 CYPHER lOCKSETAEVER M SOLID R CUPS N SOLID P CUPS I &E^u'+4T 1 MOSER ANCHOR CUPS PNLXOR CUPS TYP 10OOF STOP DOOR DOOR SEALANT HW lR O I TSE YPAIPNi� TVP IU)CkSM IWURIn IR BL®LEVER El O C CLOSER SEP1M'T I DOORSTOP � AlUMD00T DOOP TVP flFMME 11R PR EUTT&fBS NRP DIETING OPENING 1 PANIC DEVICEA.E I � O O 1 1 MOSER DOOR SOP 151 11 1 ITS 0 1 WEATHERSTRIPPING U3 2 Z O HW fi 4 ALUMINUMDOORSLOCKI TXINCSKuMO Q N2 HARDWARE REQUIRED TO COMPLY.THAUAAWAB 1- HATED PRELCOLOR TO REQUIREMENTS III' 0 /SINS TED+ MATCHFRAME z O W0 SIDELIIGHT S GLASS COLOR 1 IR PR OFSET BUTTS I PRIVACY LOCKSU WMUSH BUTTON RELEASE-LEVER I CLOSER 1 DOOM SOP IJ.1 1 HANDICAP SIGNAGE 1 O E� DOOR DETAILS 0 ❑E a $� SCALE 3"=1'-0" 8' Y W Qw HD- W N TO-111 R J UJ �a W o U ULJ 1 � o a ERED qRC P.D'O Oy�TF PROGRESS PRINTS REVISIONS PP 01/05/04 No. ISSUED FOR BIDDNG& O ¢ PERMITTING SCITUATE, O ti 01120/04 O M. / DOOR ELEVATIONS OF F1iN' SCALE 1/4"=1'-0" 11N'DIACHROMEACID ETCHED GPAB BARS MID 311/3'OFF MIRROR H I IA'OIA CHROME ACID ETCHED FIN FLP RD I In!MOM WALL GRAB BATS MTO SI IQ'OFF SECURELY ANCHOR TO BLKG IN WALL T TIN FOR R0110'FROM WALL TYP I] Toiul xx / SECURELY ANCHOR TO BUM IN WALL PLASTICS OVER 14'H SURFACES OVER 3/I'HIGH rIIII....fI''17 I'INOIXEO WRIST BLAQE � b b DENSITY FIBERBORO II�GT v�oiir WITHG GOOSENECK SPOUT WITH GOOSENECK SPOUT � � 8 I S F A h y _ <-MIN CLEAR I'MW CIEM qq CONCEALED 3 F¢ AS NOTED b m b 6'D'MIN CIFR y 6'0'MIN CIER IT'M'W h F k 4 - LLE T1.4-V/D - SCALE v 0 - PLASTIC LPMINATECOVERED DRAWN I • /O1AiO11L� I I 42- 6'MP% 12 CLEM 6'MIN 32' ILA-HIGH DENSTTYFIBERSORD vlvrAT MN (� CLEAR MI M O INTERN- 200a_01 TYPICAL HANDICAPPED FIXTURE&ACCESSORIES MTG HEIGHTS W'MIN 3'6'CLER IS- AS f JOB IN NOTE:MODIFY ANdOR PROVIDE NEW TOILET ACCESSORIES AT EACH DATE HC SINK,SINK.TOILET COMPARTMENT,ETC. TYP HCT FIXTURE PLAN TYP HCT STALL"A" TYP HCT STALL"B" AS REQUIRED NOTE:SEE PLANS FORACTUAL HCT TOILET PLR DIMENSIONS TYPICAL COUNTER DETAIL A7 TYPI =HCTTOILETLANS 8 FIXTURE 8 ACCESSORIES MTG HEIGHTS N T S SCALE 1/2"-1'-0" SHEET J STEEL RUNNER WNERSIOE OF PR DE D6YiONAL NEWSUSPACOUSTIC STEELRUNNER C 2004 FLOOR OR ROOF CROSSBRACINGAT �� CONT FEIIIERSIOE OF UNDERSIDE OFF UNDERBIOE OF TILE CLG(SAT) TO CEILING GRIOBE ENED STRUCTURE 1'-0-MAX.O C. STEEL LOOK OR ROOF FTHE LOOp OR ROOF FLOOR OR ROOF AND AT All DOOR JAMB RUNNER STRUCTURE STRUCTURE STRUCTURE XC USNEEFI,PROPERTY IXCLLSNE PNOPERTY OF LOCATIONS.BECURETO Z Annony PObrwfnoaia, STRUCTUREABO'IE STEELRUNNER STEEL RUNNER CONTBEDIXNEOPRENE orA'NRA&PIP f GASKET AND THE USE OA REVSE CONTSTEEL CONTBO%EO OF THESE BANS RUNNER 6-m GAMETK WTTHOUTHISPERNISBON STUDHEADERAT ISPROHIBITE). ALL OPENINGS AT SU,PA,ou-C O.IC S Cu IC SUBPACOUSTIC SUSP HALF NOT PARTITIONS TILE 1.(SAT) TILE CLG(SAT) TILL T) TILE cLG ACOUSTIC TILE LLG YA-CAK NOTE'. CAPANO MOULDG TWO HOUR RATED WKL 69'TIP'7'GWB ULDESGN Wtl EACH SIDE ON 3 m, NOTE: 61B'TYPE'X-GIF) M-TYPE W ENVIS 2x9 COI N.9. MS TYPE�('GWB X OASTEEL STUDS EACH SIDE ON 3 fi9' ON I-ZOASTEEL / ®2A'PC.PROMDE PROMDECONf HORIZONTK EACH SIOEON3B9•,20 GA BLOLgNG STUDS®2A°P[ CONT HORZONTA- STIFFENERS ATAll 25 GASTEEL STU06 STEEL STUDS®18'oc TWO LAYERS59'TYPE X-GNB « REINFORCEMENT GYPSUMWA.LBOAAD Q2A'o[ PflO`DECONTHORIIONTAL EALH6IDEON3fi.8',— IID-RIGID INSULATION AT THIRD POINTS PARTITIONSTYP REINFORCEMENTAT THIRD P01 T9 STEEL STUDS @• BETWEEN EACH STUD ATTNIRD POINTSoc.PR0.A0E SIDE ON 3NB' CONT HORIZONTAL RBN FOR CEMENT 1,1!'GWB EACH STEEL RUNNER (ELIMINATE INSULATION yU N 2t GA STEEL STUDS AT INTERIOR MASONRY LU VML� 21/F'THERMA 2I O-THERMA 21D THERMA 21/THERMA ®I6°Pc FIBER SOUND FIBER SOUND FIBER 90UNO W E FIBERSOUND pp y`1 BIANI�T INSUL BLWI�T INSUL BLANKETINSUL BWYI�TINSUL O C 1}'�7+j111 [ FULL HOT(TYP) FULL NO BYP) NOTE: FULLHGT(TYp) FULL HGT(TYP) ✓N' DEMEN-YAMA.SHALL BE ONE HOUR RATED /Q•y ULDES VA85 / —LEASE VINYLBABE VINYL BASE VINYL BASE VINYL BASE MNVLSASE 0 STEEL RUNNER STEELRUNNER FIN FLOOR STEELRUNNER FINFLOOR STEEL FINFLOOR STEEL FINFLOOR STEELRUNNER / TIN FLOOR V FINFLOOR RUNNER RUNNER I1 TYP, FURRED OUT WALL DERAIL®MASONRYWALLS TYP. FULL NOT INTERIOR PARTITION TYP. INTERIOR PARTITION TYP DEMISING WALL TYPICAL TWO HOUR RATED WALL HALF HEIGHT PARTITION SCALE 112"=1'-0• SCALE 1/2-V-10" ® SCALE 1/2"=1'-0' SCALE 1/2°=t'-O" ® SCALE V2"=14,' SCALE lt2"=l'-O" d'O"MIN(SEEPLMIFORRAMP DIM) I WALL LINE I CLEAR BETWEEN RAILINGS CONT 1 112"OD 11Q-DIA OAKFAIL BOTH SIDES OAK RAILING OF RNAR WBUPPORT BNACKETSAT A'0'OC MAX PPOWOE END RETW NS.TYP INSUlAT10N 0'1-1y2" 12"TYP RAMP SLOPE NOTTO EXCE 11N 12 CONT 11/2"OD B B" I INSULATION META EACH SIDE OAK RAILING LRUNNER W 11vTK y i Q'GWB WD BIKO TYP W 12• BRACKETS AT RAIL W/SUPPoRT LH SIDE -- oAu rRlu CJ BRACKETS AT d'0"OC MAX TYP 2-2xe'CONT HEADER LL YASLE t1IT[OAK FRAME O P Gyp STOP L¢L. Z RAMP13 3 %-WOO�.DAL OR STEEL WALL RAIL BAT Dw GUMD % p ON IVELL IXSLAB COMPACT FI�� MODERN OLD ® IRA —MIRROPANE ER J SOUNOMASTEP B S _ARE.YIpROR OURS FOLDING WIDER 4 IAM WI.TED T019'GREY a TYP SECTION THRU RAMP TYP RAMP HANDRAILS SEES Eo BY m -1 OADOAFEYY OLAOB. AGENCY —— OAKTRIMNfRAME ❑ SCALE 3ld"=1'-0° NTS µµ onurRlM NOTE: W Ro PROMO SOLIDNO n }P OA METAL RUNNER V IN PARTITION AT AT FAIL AAL BPACKET9 u) U`OWD U TYPICAL RAMP DETAILS �N�aEEL ZO SCALE AS NOTED �L STUOI nT 1I•P[ LY,[,J INSWATIOH IIAA v/ Lu C U TYP STAIR RAIL EXTENSIONS A DETAIL�FOLDING DIVIDER ONE-WAY VISION PANEL DIET () L~—i SCALE 11/2'=1'0' 2. SCALE 114"=V-O' AFi SCALE 11.-1'-0" A-(7' SCALE 1112"=1%." lL m � w EXIETNG FRMUNG O F G\�ERED Aye k. lF PROGRESS PRINTS REVISIONS Z No.2653 �' IS 1EDF oSm 9 SCITUATE° PERMIT we .1.CMU p Q U rn MAC �,�' PP lnoroa H OF BUSPENOEOACWSTIC nLE cLc EXISTING FRAMING EXISTING FRAJANG TWO NOUA VERTICAL SHAFT MGA NEW ONE HOUR W 2LAYER91/Z�TLVPE OI G-SNAFTUNEP, STEEL STUDEAT 2A-Pc,t SHA RATED OWB RATED UL-1I5 SYSTEM B WKLSEE PLANS ONE HOUR STAR SOFFIT AS NOTED ^� GA STEELSTUDHATL'o['ISHAFTUNER. EXISTING SCALE 1 LAYER 508 TYPE 7-GW'B DRAWN JOB NO 200401 1' C FLR EXISTING STAR DATE SECTION y a_L TYP VERTICAL SHAFT WALL DETAIL v SCALE 1/A"-1'-0° A-6 SCALE 1"=V-0- SHEEF L � �' f i w 0 HIGH SCHOOL ROAD ELEVATION SCALE 1/8" = 1'-0" i a PROPOSED EXTERIOR RENOVATIONS K&LIAMS STREET CORPORATION 500 MAIN STREET HYANNIS, MA 0 5 10 20 GRAPHIC SCALE PP 04/22/04 REV 06/07/04 i s SACHUSETTS 22' BRACKET O.A.INSERT INSTALLED BY G.C. MACH Nf_usR o o M ❑ILDRAULIC ELEVATOR CONTRACT DATA 19 1/2' OUNT FLUSH WITH WALL & WALLTHICKNESS SOLID ALL AROUND. ELEVATOR UNIT TOTAL QUANTITY TYPEo FLEETWOOD 21 - HLS PLAN II ELEV # I - AW32 HYDRAULIC OIL - 55 GALLONS. AND TYPE AT EACH LANDING 13'-0' SPEEDi 80 FPM UP 105 FPM DOWN MAX. CAPACITYi 2100 /,MGROUT SC UL 40 HYD A C OIL PIPINGYf- Ll -7*- 7. i00004 � �� 00 / WITH 3/e• O.D. a 10 se' WALL THKS. FLR THKN SS WALL TYPE OPERATD7Ni TAC20 CAR ENCLOSURE, LAMINATED PLASTIC G.C. TO COORDINATE ON -SITE W/ 8 MASONRY L TKE THE LOCATION OF 8'x 8' AND 2 BeDOOR TYPES ONE SPEED LEFT HAND I 6 x 6 ACCESS HOLES FOR OIL 1 MASONRY PIPING AND ELECTRIC WIRING FROM PLATFORM THK, 3 3/8' IFINISHED FLOOR, CARPET BY THYSSENKRUPP r W-3 3/4' MACHINE ROOM TO HOISTWAY. R E Q U IsRc M E N T S TELEPHONEi BY THYSSENKRUPP PIT LADDER, BY OTHERS CONK. ANCHID2 MAX. ELECTRICAL CLEARANCES ARE PER THE SCOPE OF HIS PROJECT POWER UNITi EP-60 15 HP POWER SUPPLYi 208V 3PH 60CYCLES i AT PIT LEVEL ALL FLOORS ABOVE PIT 2'-0' CLEAR POWER UNIT TANK N.E.C. ARTICLE 620-5. COMPLIES W/ ASME 84, 'SEISMIC RISK A17.1-20W) PART REQUIREMENTS ? STARTINGi SOLID STATE GLOPUl 4960 GLOJt 4750 JACK MODELi 2-S TWIN OVERTRAVEL, 3' TOP 10' BOTTOM 999 V-4 3/8' H. MAIE DISCONNECTS SHALL BE LOCATED ZONE-2 OR GREATER- TYPICAL BRACKET M❑UNTING 2250 LBS. MAX. a1 INSIDE THE MACHINE ROOM, ON THE LOCK JAMB SIDE OF THE DOOR, AND PIT LADDER IS SUPPLIED BY OTHERS. PLUNGER O.D.i 3 WALL THKi- .25• CONTROLLER NOT MORE THAN AN 18' REACH FROM THE STRIKE JAMB TO THE HANDLE, INSTALLED BY OTHERS UNDER HYSSENKRUPP OR BY TKE S DIRECTION. CYLINDER O.D., 55625' WALL THKo .219' NET AREA 14.14 SQ IN HOIST BEAM BY DESIGN LOAD = OTHERS. 8000 LBS. TO TOP GUIDE RAIL BRACKETREF, 4'-5' H. MAX. 66' ABOVE FINISH FLOOR. 524CMRi 2.26.4 ! TKE SHALL Y L INSTALL BOTTOM CAR RUNBYi 6' CAR BUFFER STROKE, 2 1/2' BETWEEN PIT FLR. L CAR BOLSTER ON COMPRESSED BUFFERi 2'-4 1/8' BE INSTALLED AS REQ'D. ABOVE A PIPE RUPTURE VALVE IN THE PIT x FINISHED FLOOR IN OVERHEAD. SUPPORT TO BE PROVIDED BY A-B-C TYPE FIRE EXTINGUISHER, OIL PIPING. RE i A17.1-2000 i 8.4.1L2 BUFFER REACTION (TYP. AT EACH BUFFER) = 5834 LBS- } GENERAL CONTRACTOR. BY OTHERS, IN THE MACHINE ROOM SUMPS AND/OR DRAINS FROM EQUIP. EST. WORKING PRESS. 386 PSI I ¢ OTHERS TO PROVIDE A MINIMUM VENT SPACES MUST Y TO TPROPER = I S 101 FORMED = L_J S 4.41 FORMED = L_J S 1.32 FORMED ''' TCAR CONTAINMENT FOR DISPOSAL W tJi I I m IN THE MACHINE ROOM OF 1 SQ FT» REF 524CMR35 RULE 300.2b FRAME I=30 3 " ' CROSSHEAD : A=5S9 6'x6' TUBE I=17.64 BOLSTER A=2.03 7GAx8'x2' I=L91 STILE r=1.019 t=10GA i IF REQUIRED B LOCAL AUTHORITIES, W W W U �o OTHERS TO PROVIDE A 7'-0- MINIMUM SUMP PUMP W/COVER (BY IN PIT MAY BE IIOHTERS). PUMP MUST THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION ¢ a I I .INSTALLED CLEAR HEADROOM INSIDE THE BE PERMANENTLY AND HAVE ABILITY PIPED L WIRED TO BE AUTO- IS STARTED, AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT. L , A PLUMB, PROPERLY VENTILATED HOISTWAY (ACCORDING TO CODE AND SIZES SHOWN). z y __ 1A ELEVATOR MACHINE ROOM SPACE. -- REFS 524CMRQ7.02<5) ACTUATED W/O HUMAN INTERVENTION. t q ¢ i'i __ - II I I 2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR ELEVATOR UNI IMPOSES AN W 1� _ _ J MACHINE ROOM IMPACT LOAD Irk PIT = 11668 LBS. REACTIONS SHOWN ). W -°� oar¢ I LEGEND 3.' HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL HOISTWAY ; > ------ - - - , , -- - - - ¢I+IU WHERE APPLICA LE, TKE SHALL ENTRANCES, SILLS, HALL FIXTURES, OIL AND ELECTRIC LINES. ! o I I �a� SUPPLY MASONARY INSERTS, FOR 4. PIT LIGHTS AND SVITCH, CONVENIENCE OUTLETS WITH G M PROTECTION PER NEC, PIT LADDER F I , I _ J MANUAL SHUT-OFF OTHERS TO INSTALL PER THYSSEN S PER CAR (ACCORDING TO CODD. MATES MUST BE CLEAR OF ALL ELEVATOR EQUIPMQIT. ¢ � z q ¢ 1 I i i = I-r¢ .J- VALVE IN OIL LINE DIRECTION, FOR! RAIL BRACKET SUPPORT, G.C. O COORDINATE. 5. DEDICATED 120 VffTdS MP. SERVICE, ALONG WITH TELEPHONE CIRCUIT WHEN REWIRED, TO ; Z � W Z itl = � ' ' H 3�w lU W > ._ . — G C. TO COORDINATE TERMINALS ff EACH REQUITED CONTR[DLLER (AS LOCATED ON PLAN VIEW) FOR THE F[ILLOVIMG _ z o a , '-' I o o W y III I I vl = > • ao aao ; 3'-0 x 7 0 MIN. = ON WALL HOLES OTHERS TO PROVIDE A" MIN. 3-SQ.FT., - CAR LIGHT AND ALARM CIRCUIT WITH RECEPTACLES ff TIE'GFCI TYPE PER NEC X BD �i a. o o 1 I I ^ v J I DOOR OPENING 1/3-NORMALLY OPEN -TYPE HOISTWAY -GR[I1P C[BNTMia. WHEN REQUIRED _ a. C I I 1 I a ¢ ^ o MACHINE ROOM SMOKE, VENT TO OUTER AIR. NOTEi IF STANDBY POVER IS SUPPLIED TO ELEVATOR, CAR LIGHT AND ALARM CIRCUIT AND . to t7 . V z I ,� ¢ •►-� HEAT, AND/OR LIGHT REFS 524CMR35�RULE 2.1.4C3> GROUP CONTROL SERVICE MUST BE STANDBY POWER BACKER .' ¢ i o�� n 6. POWER FEEDERS (COPPER VDRES, TYPE THVN AND THOU) TO TERMINALS ff EACH PDVEIR s W W , III W tL _3 ¢ I- FIRE EXTINGUISHER E N T,R A N E S =sweF+usc T: CONTROLLER SHALL BE SIZED FOR - r _ _j q z I I c I I =)-m o x P.. FIN. FLR. BY OTHERS 144 MPS STARTING CURRENT WITH A MAX. ALLOVABLE VOLTAGE DROP O 10X.` t ENTRANCE FINISH WALL THICKNESS z, , , III a CL z W ..>= }}{{ MR. LITE SNITCH AT EACH LANDING, TO THE DIMENSIONS MSHOWN�HERE, 71 AMPS FULL LOAD CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP 13F- 57- FINISHED FLOOR 2 III ?f L GFI OUTLET AT TIME OF THE INSTALLATION. 48 AMPS RATED CURRENT WITH A MAX. ALLOWABLE VOLTAGE DROP OF 5'�C j BRANCH CIRCUIT `DISCONNECT SWITCH SHALT. BE SIZED FOR, ENTRANCE WALL ROUGH OPENING ' _ HEAT L DAD IN MACHINE ROOM DUE TO ELEV. EQUIPMENT - 6486 BTU/HP. DISCONNECTS -MAIN �i—I IS 12' GREATER .THAN THE CLEAR 125 AMP MANTIME DELAY FUSE OR i MACHINE ROOM ;PLAN I PWR L CAB LIGHTS OPENING.JAMB- NEED 61 O loo MP , THERMAL CIRCUIT BREAKER OR ii I , T PHONE JUNCTION OTHERS SIDE HEADE 90 AMP.. DUAL ELEMENT TIME DELAY FUSE. . ' i LOCATION, ADJACENT AT LEVEL 1 _BY THYSSENKRUPP ENTRANCE BASED ON 208V, 15HP t : SILL ANGLE BY I TKE. - G.C. TO CO[NRD i i - STRUCTURAL SUPPORT BY OTHERS. GEN. CONTRACTOR MUST FORWARD POWER REQUD ENTS TO ELEC. CONTRACTOR ! 7. AN ENCLOSED MACHINE AREA (ACCORDING TO CORD, WITH ADEQUATE LIGHT, FEAT, INTERLOCK KEYHOLES SHALL BE IN PANELS. C ALL LANDING DOOR REFS A17.1-2000 I inERULE 212.E VENTILATIONNON -CONDENSING HUMIDITY ff 10-90%J, i (AL AAND ND SEALED CONCRETEIN FLOOR SLAB SURFACE ryyx F- E A T L R S ►,ss„�,�sT: / r NOTES MUST PROVIDE ADEQUATE MDR SIZE TO ALLOW INSTALLATION IF EQUIPMENT, € 1 ORLEAVE WALL OUT UNTIL EQUIPIS IN PLACE. MENT NOTICE TO ELEVATOR OVNER# MAXIMUM 8 ENTRANCE WALL WITH LINTELS MUST BE PROVIDED AFTER ENTRANCE FRAMES ARE I RAIL BRACKET - • • (FRO ELEVATOR INSPECTION CERTIFICATE MUST BE POSTED IN CAR AND NOT SET OR LEAVE A ROUGH OPENING 12' HIGHER THAN THE FRAME FLOOR -FLOOR TRAVEL NET TRAVEL 11'-8' TOPO.T. +,. 3. BOTTOM O.T. + 10' TOTAL TRAVEL 12'-9' SPACING - 16 -0 OPENING SEE INSTALLATION PROCEDURES FOR FRAME-TO-VAl INTERFACE DETAIL STORED ELSEWHERE.(FR17NV MEAQ) PER STATE ELEVTOR INSPECTORS. TO ENSURE CWORMANCE VITH THE LABELED ENTRANCE INTERFACE CINSTRUCTMK I 9. POCKETS IN CORRIDOR WALL ('ER FIXTURE DRAVDNGS) FOR HAMl FIX S T ❑ P S SCHEME TURES. _2 DESIGNATIONS SHALL BE, NOTEi MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR Ill SMOKE .S`EINtSXRS aAS' kLQUIREU). „ ... FIRE SERVICE FLOOR'-` .yam;•" _ _ ._... . _. 4 RECALLS ELEVATOR TO PRIMARY IL CONDUIT AND WIRING FROM HOISTVAY TO ELEVATOR MIBNQTo0w PMN=-,TOR - = RAIL BRACKET MOUNTING SURFACE BUILDING EGRESS LEVEL. SECURITY, LIFE, SAFETY, OR FIRE REQUMENENTS). NOTEi IF DISTANCE BETWEEN C ALTERNATE FLOOR _ '2'.) ` IZ PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT LIES FLOOR LEVELS EXCEEDS ,_ ThyssenK IS RESPONSIBLE FOR AS SHOWN OR LOCATED BY ELEVATOR C[NIRACTQL MAXIMUM, AN ADDITIONAL GUID e e 7 4-HOISTVAY WALL TO WALL WIRING HOI WAY AND/OR MACHINE RAIL BRACKET MUST BE DEB ATTENTION BB 3'-8' 3'-8' PERSTATE FIRE TA OR INSTOR PECTORS. PROVIDED MIDWAY. THIS LAYOUT DRAVDiG DIUSTRATES Thys r�p�s tSCOPE) < 6'-3' BETWEEN GUIDES LAYOUT OF ELEVATOR EQUD'IENT MATDOAL AS*IT RELATES . MA -FIRE SERVICE YLE* 3502 KEY TO THE CURRENT CODE JURISDICTKN OF THE ELEVATOR'S SITE: 1 1/2. I 1 i/2 SWITCH PROVIDED PER L PROTECTED ADDRESS AND OSTADED WRITTEN COWIWATM L APPROVALS 8' 6'-0' PLATFORM 8' BY 524CMR351 RULE 2.11.12 FRDI THE PROJECT'S APPROVAL AUTHORITY. ALL ELEVATOR EWD'MENT WILL BE FABRICATED BASED UPM 5'-8' MIN• 'CLEAR INSIDE MA -EMT SERVICE IS PROVIDED. AN THE 'FINAL' LAYOUT REPRESENTAT>QiCS) SFWN HERB -Di EMT KEYSWITCH SHALL BE IN THE z 1 it, 3'-0' CLEAR OPNG. 3'-5' FIRE RECALL OOP. HALL STATION • W ,Zy o o z EYSWITCH TWAY ACCESS SHALL W I I .�+ BE PROVIDED AT TERMINAL LANDINGS OD = o a I SEE NOTE 8 NLY. REF, A17. -2000 RULE 212.7 PRIMARY FIRE SERVICE n I 4TI I ' LOCATED AT FLR 1 0 ¢ E M Ear R Ef IV Y W/ ALT AT MRs 2 W - v m THYSSENKRUPP ✓ILL PROVIDE AN- 1 I a a D A. COMPLIANTT HANDS -FREE PHONE RAIL FORCES Fl FEE SEISMIC RAIL FORCES W 3 N THE CAR OPERATING PANEL FINISHED FLOOR 1 MOUNT RAIL BRACKETS o iu �� A o C IF )) 'SPRINKLERS' ARE REQUIRED AT 1 3 BELOW EACH , I FINISHED FLOOR LEVEL. f- JACK CTYPJ BUFFER - � .yZ, � t- MEAN TO AUTOMATICALLY F1 DNST�MiENMCACTTHE HI Rt7 PRISOR TO THE J 288 LBS. 184 LBS. F1 = 592 FEE 2% 0 0_ • � m A ¢ F ¢ ICATION OF WATER MUST BE FEE L'-6' 1'-6' a T',, W ¢ 3 'VI' - BY1 OTHERS. a r ti m a IOR TO THE APPLICATION OF t- - - - o ¢ _ _ ATER IN THE PIT A SMOKE OIL LINE > iu Y • 3 DETECTOR 'RECALL' DEVICE MUST a r o BE ACTIVATED L FURNISHED L .. 0 c) z rn STALLED - B OTHERS. Cl _ _ a\I 1 s REF, CAL lAUTHOR TES (GG.. TO COORDa a TAC20 aD 3-5-04 FINAL SUBMITTAL DD W CONDUIT 4' m t9 STAND-BY P L� R' - BY OTHERS. H CAR STA. v ? EBU LEVATTOR STAND ACCOMMODATE PovER SYSTEM 1/14/0 PRELIMINARY SUBMITTAL DD - m J � I a SECTI❑N VIEW ¢ TO OF TARGET NOT TO SCALE � I HOLES = 6'-6 5/8' I TARGET HOLE GROUTING BY G.C. W Ia FINISHED FLOOR TOP OF to CONCRETEFINISHED FLR- - SLAB I- s t --7�TOP 'I3F t L SILL CONCRETE '_ SUPPORT I ANCHOR ti', r SILL SUPPORT ED i TWAY ASSEMBLY BY ELEVATOR CONTRACTOR 1 1/2,EDGE OF PLATFORM m DATE I SYM. REVISIDN BYZD '. iu �m DESIGNED PER ASME A17.1 DO NOT SCALE THIS DRAWING FORT HYANNIS OFFICE BLDG ELEV #1 ' Tt� 1 SEE NOTE 8 FRONT ENTRANCE FRONT 500 MAIN STREET r DAYLIGHT 4 1/P'ITY, HYANNIS, MA' 02501 It L' I* Id YL 'CO'A t 3'_V CLEAR OPNG. 31-5' ARCHITECTS 5• 4'-0' ROUGH OPNG. 2'-11' GENERAL CONTRACTORi WILLIAM STREET CORP 7'-4' HOISTWAY WALL TO WALL Dr 11Kil N:• ELEVATOR CONTRACTOR, THYSSENKRUPP ELEVATOR COMPANY k EAST PROVIDENCE, RI I NOTE, / This drawing and all Information thereon Is the proprietary 'DAYLIGHT' IS REFRENCE {�/ a Pr aP �e FOR INSTALLER FROM NOSE property of ThyssenKrupp Elevator and must not be made OF OMEGA GUIDE RAIL pubUc or, copied. This drawing is loaned subject to return on I HOISTWAY PLAN 'i �� 1 denand and Is not to be used directly or Indirectly In any manner / detrimental to the Interest of ThyssenKrupp Elevator. NOTE A OIL PIPE LIMES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE STRAIN. 7199936816401SHALL NOTE D ALL REACTIONS INCLUDE ALLOWANCE FOR IMPACT. Thveeg nlfr" Elevator 1 13/16' , ASCIA -i FACE OF RAIL j AT ALL FLOORS NOTE G THYSSENCRUPP ELEVATOR TOBE NOTIFIED OF ANY CHANGE TO ELEVATOR FORMED GUIDERAIL HOISTWAY OR MACHINE ROOM DESIGN INSTALLATION " DRAWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NM SILL SUPPORT DETAIL NOTE D' ELEVATOR DESIGN N: FABRICATION BASED OT SHOWN. LAYOUT N ESTIMATED CAB WEIGH APPROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT, UNLESS OTHERWISE NOTIFIED DD Ol/14/04 224 .. ❑L936816 1 [I' 1 LEGEND EXIST TO BE REMOVED EXIST REMAIN I NEW ONE HOUR RATED HOUR RATED PARTITION WITH 4" 20 GUAGE METAL STUDS AT 16" o.c. WITH 5/8" TYPE "X" GYSPUM WALL BOARD TO UNDERSIDE OF EXISTING STRUCTURE. UL DESIGN U419. NOTES 1. ALL DIMENSIONS ARE TAKEN TO FACE OF EXISTING MASONRY WALLS TO FACE OF FINISHED WALL & FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL 2. ALL PATCHING OF EXISTING SURFACE WALLS PARTITIONS ETC. SHALL MATCH EXISTING 2" TYP T-0" 2 TYP 3'-0" 2" TYP T-0" mum so REMOVABLE, LABEL MULLION HW # 1 3 PR BUTTS NRP 2 PANIC DEVICE/LEVER 2 CLOSER 1 REMOVABLE MULLION 1 ALUM THRESHOLD 2 WEATHERSTRIPPING METAL DOORS, PRESSED METAL DOOR FRAMES Lum HW #2 1 112 PR BUTTS NRP 1LOCKSET-LEVER 1 CLOSER 1 DOOR STOP 1 EXTERIOR & INTERIOR PRESSED METAL DOOR FRAMES SHALL BE 16 GAUGE "PANLFIT' KD PRIME COLD ROLLED STEEL FRAMES FORMED WITH ADDITIONAL RETURN LEG AS MANUFACTURED BY KEWANEE CORP. KEWANEE ILLINOIS. PROVIDE COUNTERSUNK SCREW HOLE AT BOTTOM OF EACH JAMB FACE FOR ANCHORAGE INTO ROUGH OPENING AND COMPRESSION LUG ASSEMBLY TO CLOSE AND LOCK CORNER MITERS. 2 PRESSED METAL FRAMES SHALL, BE MORTISED REINFORCED, DRILLED, TAPED AND OTHERWISE PREPARED TO RECEIVE FULL MORTISED TEMPLATE HINGES AND TEMPLATE STRIKE. FURNISH RUBBER BUMPERS SILENCERS THREE PER JAMB 3 FRAMES SHALL BE THOROUGHLY CLEANED PHOSPHATIZED AND PAINTED WITH ONE COAT GREY BAKED ENAMEL PRIMER, READY FOR FINISH PAINTING 4 1 3/4 " THICKI6 GA. EXTERIOR & INTERIOR 18 GA HOLLOW METAL DOORS SHALL BE D-SERIES FULL FLUSH SEAMLESS STEEL CONSTRUCTION WITH POLYURETHANE CORE AS MANUFACTURED BY KEWANEE CORP KEWANEE. ILL.INOIS DOORS SHALL BE REINFORCED, DRILLED, TAPED AND OTHERWISE PREPARED TO RECEIVE HARDVARE. DOORS SHALL BE CLEANED. PHOSPHATIZED AND PRIMED WITH HIGH GRADE ENAMEL READY FOR FINISH PAINTING. DOOR TYPES SCALE 1/4" = T-0" GENERAL NOTES 1 SCOPE OF WORK 1 FURNISH ALL LABOR MATERIALS, TOOLS, EQUIPMENT AND SERVICES REQUIRED FOR THE CONSTRUCTION OF THE WORK AS SHOWN ON THE DRAWINGS OR SPECIFIED HERE -IN. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIR TRADE 2 BIDDING 1 BIDDERS SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE SCOPE OF THE WORK PRIOR TO SUBMITTING HIS BID. 2 BIDDERS SHALL SUBMIT SEALED ITEMIZED BIDS IN A FORM AND AT A TIME AND PLACE AS SET FORTH BY WILLIAMS STREET CORPORATION C/O B S. REALTY LIMITED PARTNERSHIP 100 NORTH FRONT STREET NEW BEDFORD.MA, 3 BIDDERS SHALL FURNISH CERTIFICATES OF INSURANCE AS REQUIRED BY LAW FOR THE FOLLOWING WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, COMPREHENSIVE GENERAL LIABILITY PUBLIC LIABILITY INCLUDING BODILY INJURY AND DEATH. AND PROPERTY DAMAGE AUTOMOBILE LIABILITY CONTRACTUAL LIABILITY WHICH SHALL BE WRITTEN FOR NOT LESS THAN LIMITS SPECIFIED BY THE OWNER OR REQUIRED BY LAW T HE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL FURNISH CERTIFICATES OF INSURANCE WITH HIS BID 3.GENERAL 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER LOCAL AND/OR GOVERNING CODES, RULES AND REGULATIONS. THE GENERAL CONTRACTOR SHALL FILE ALL REQUIRED PLANS AND OBTAIN ALL REQUISITE PERMITS. 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE DO NOT SCALE DRAWINGS. IN CASE OF DISCREPANCY BETWEEN DRAWINGS OR DIMENSIONS ETC, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WTH THE WORK 3 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT ANY DAMAGE TO THE EXISTING BUILDING AND ADJACENT PROPERTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME CAUSED BY HIS OPERATIONS THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES. SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. REMOVE EXISTING CONVEYOR. ETC & BLOCK UP OPENING ABOVE AS REQUIRED TO MATCH EXISTING FRAMING PARTIAL BASEMENT PLAN SCALE 1/8" = "-0" 2" TYP 3'-6" 2" TYP T-0" 2" TYP 3'-0" N 60 MINUTE v 4' LABEL a' �q Z9 1/4" BELIED VNRE GLASS I, 60 MINUTE LABEL 0 HW #3 2 PR BUTTS 1LOCKSET-LEVER i CLOSER 1 DOOR STOP 0 o HW #4 HW #5 1 1/2 PR BUTTS 1 1/2 PR BUTTS 1 PRIVACY LOCKSET'✓V/ 1 PANIC BAR - LEVER PUSH BUTTON RELEASE -LEVER 1 CLOSER 1 CLOSER 1 DOOR STOP 1 DOOR STOP 1 HANDICAP SIGNAGE HARDWARE 1 PROVIDE ALL LABOR, EQUIPMENT TOOLS AND MATERIALS REQUIRED TO COMPLETE THE WORK, INCLUDING ROUGH HARDWARE, FINISH HARDWARE AND MISCELLANEOUS SPECIALTY ITEMS HARWARE FINISH TO BE US 26D UNLESS OTHERWISE NOTED 2 ALL LOCK CYLINDERS SHALL BE BEST LOCK CORE CYLINDERS OR EQUAL MASTER KEYED TO THE REQUIREMENTS OF THE TENANT FURNISH SIX (6) MASTERKEYS AND THREE (3) CHANGEKEYS PER LOCKSET 3 ALL HARDWARE FOR LABELED OPENINGS SHALL BEAR THE REQUIRED LABEL FOR THAT OPENING 4 THE FOLLOWING FINISH HARDWARE MANUFACTURERS OR EQUAL SHALL BE USED TO PREPARE FINISH HARDWARE SCHEDULE HINGES: STANLEY PANIC DEVICES VON DUPRIN SERIES 33 LOCKSETS, PASSAGE SETS. ARROW "H" SERIES -LEVER DOOR CLOSERS. LCN 4116 DOOR MOUNTED DOOR STOPS IVES DIVISION (407) (436) PUSH. PULLS: ROCKW OOD MFR CO KICK PLATES ROCKWOOD MFR. CO WEATHERSTRIPPING: PEMKO THRESHOLDS REESE 4 SITE, STRUCTURAL PLUMBING FIRE PROTECTION HVAC AND ELECTRICALCONSTRUCTION DRAWINGS ARE NOT INCLUDED HEREWITH CONSTRUCTION DRAWINGS FOR THIS WORK SHALL BE PREPARED BY THE OWNER AND SUBMITTED TO THE AGENCY AND THE BUILDING DEPARTMENT FOR APPROVAL AND OBTAINNG PERMITS PRIOR TO INSTALLATION ALL SITE, STRUCTURAL PLUMBING, FIRE PROTECTION. HVAC AND ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE, LOCAL, AND GOVERNING CODES 5. ALL WORK SHALL BE COORDINATED WITH AND BY ALL TRADES BEFORE ANY INSTALLATION IS MADE REFER TO ALL SITE. STRUCTURAL PLUMBING, FIRE PROTECTION. HVAC AND ELECTRICAL DRAWINGS FOR RELATED WORK 6 THE GENERAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP. MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE AND OCCUPANCY UNLESS OTHERWISE NOTED. 7 SUBMIT A MINIMUM OF SIX (6) COPIES OF SHOP DRAWINGS TO OtlNNER FOR APPROVAL THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL SHOP DRAWINGS 8 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUSTPROOF PROTECTIONS AROUND ALL ALTERED AREAS DUSTPROOF PROTECTIONS SHALL BE CONSTRUCTED AND MAINTAINED SO AS NOT TO INTERFERE WITH REQUIRED BUILDING EGRESS 9, THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF DEBRIS CAUSED BY THEIR RESPECTIVE OPERATIONS THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE REMOVAL OF DEBRIS AND RUBBISH AT THE COMPLETION OF THE WORK 10, THE GENERAL CONTRACTOR AT THE COMPLETION OF ALL WORK BY ALL TRADES SHALL REMOVE ALL TEMPORARY PROTECTIONS, VACUUM ALL CARPETS AND SPOT CLEAN AS REQUIRED REMOVE ALL PUTTY STAINS AND PAINT FROM ALL GLASS AND POLISH SAME, REMOVE ALL MARKS. STAINS, AND OTHER SOIL AND DIRT FROM ALL PAINTED. DECORATED AND STAINED WORK; SHALL CLEAN ALL FIXTURES AND EQUIPMENT REMOVING ALL STAINS, PAINT. DIRT AND DUST: CLEAN ALL WINDOWS AND FRAMING, AND CLEAN AND POLISH ALL MILLWORK AND PLASTIC LAMINATE COUNTERS. 5/8" GWB EACH SIDE 4" STEEL - STUDS NESTED 20 GA METAL RUNNERS fV DOOR 1 15116" ` �� ul 6 1/4" HEAD 5 114" PROVIDE 2 112" THERMA-FIBER SOUND BLANKET INSULATION FULL HEIGHT (TYP) WHERE NOTED P M FRAME DOOR 1 15/16 ` SOLID GROUT AT 6.1 /4" ANCHOR CLIPS JAMB DOOR DETAI LS SCALE 1 1/2" = 1'4' NOTE PROVIDE EXISTING WALL ANCHORS AT DOOR #1 17 8' _ 1 1/4" DIA CHROME ACID ETCHED I_& 5' DIA GRAB BARS MT D 34 1/2" OFF N W I FIN FLR AND 1 1/2" FROM WALL �t / SECURELY ANCHOR TO BLKG IN WALL � —SINK 6" MAX 42" 18" 3' 6" CLEAR 30" MIN HCT PLAN SCALE 114'' = 1'-0" REMOVE EXISTING DOOR & FRAME BLOCK UP OPENING AS REQUIRED INSTALL NEW DOORS & FRAME REMOVE EXISTING - CONVEYOR, ETC. & BLOCK UP OPENING AS REQUIRED TO MATCH EXISTING FRAMING ((- EXISTING SOFFIT (2/I - i BLOCK UP EXIST OPENING I EXISTING STAIR O z _ 3� 5' 0' REMOVE EXISTING DUCTWORK & BLOCK UP OPENING NEVI EXISTING + I CHIMNEY I CUT NEW 3'-6" x T-0" - OPENING ELEV= 98-10" REMOVE EXISTING RAMP - - EXISTING STAIR REMOVE EXIST DOORS & FRAMES EXIST & BLOCK UP OPENINGS DOORS REMOVE EXIST CONCEALED SPLINE CLG SYTMT I-- REPAIR EXIST 2' x 4' CLG GRID S E HIS AREA & INSTALL NEW U- AS REQUIRED & INSTALL NEW 2' x 4' CLG SYSTEM TO MATCH EXISTING f CLASS A 2'x4' x 3/4" FISSURED CEILING TILE CLG HGT =12"-0" s REMOVE PLUMBING it R FIXTURES, PIPING, ETC EXPANDED RETAIL SPACE EXIST RETAIL SPACE AS REQUIRED TO INSTALL 4 � NEW PLUMBING FIXTURES & REPAIR EXISTING PIPING. INSULATE ALL PIPING DOOR &ADJUST & PROVIDE PROTECTIVE COVERING _ CLOSER AT ALL LAVATORY DRAIN LINES W HCT _.. I I REMOVE EXISTING GLASS PANELS. DOORS ETC. AS REQUIRED PROVIDE NEW FRAMING AS REQUIRED & INSTALL NEW 5/8" TYPE "X" GWB EACH SIDE j C(C) 2002 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF anthony p d onohio. aia, architects & planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED. N x .8 S O v vy ERED ARCy •c, X P. O' �TF o a ND.2653 o ti SCITUATE. ham. O WA'Se (TH nr M z O z Q W O }- L.L IZ z 0. O F— C/) W O C� v) Z g F � � � � W o 0 zg � 2 LL UN�/ w LL PROGRESS PRINTS REVISIONS ISSUED FOR PERMITTING & BIDDING 04/17/02 NORTH 1 / 16"= V-0" SCALE DRAWN JOB NO 2002_3 DATE A-1 SHEET LEGEND EXIST TO BE REMOVED EXIST REMAIN NEW ONE HOUR RATED HOUR RATED PARTITION WITH 4" 20 GUAGE METAL STUDS AT 16" o.c. WITH 5/8" TYPE "X" GYSPUM WALL BOARD TO UNDERSIDE OF EXISTING STRUCTURE. UL DESIGN U419 NOTES 1 ALL DIMENSIONS ARE TAKEN TO FACE OF EXISTING MASONRY WALLS TO FACE OF FINISHED WALL & FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL 2, ALL PATCHING OF EXISTING SURFACE WALLS PARTITIONS ETC SHALL MATCH EXISTING 2" TYP — T-0" 2" TYP Y-O" _._ I REMOVABLE MULLION Q HW#1 3 PR BUTTS NRP 2 PANIC DEVICEJLEVER 2 CLOSER 1 REMOVABLE MULLION 1 ALUM THRESHOLD 2 WEATHERSTRIPPING 2" TYP T-0" t— I al ----, 60 MINUTE LABEL io HW #2 1 112 PR BUTTS NRP 1LOCKSET-LEVER 1 CLOSER 1 DOOR STOP METAL DOORS, PRESSED METAL DOOR FRAMES 1. EXTERIOR & INTERIOR PRESSED METAL DOOR FRAMES SHALL BE 16 GAUGE "PANLFIT' KD PRIME COLD ROLLED STEEL FRAMES FORMED WITH ADDITIONAL RETURN LEG AS MANUFACTURED BY KEVVANEE CORP, KEWANEE ILLINOIS PROVIDE COUNTERSUNK SCREW HOLE AT BOTTOM OF EACH JAMB FACE FOR ANCHORAGE INTO ROUGH OPENING AND COMPRESSION LUG ASSEMBLY TO CLOSE AND LOCK CORNER MITERS. 2. PRESSED METAL FRAMES SHALL BE MORTISED. REINFORCED. DRILLED, TAPED AND OTHERWISE PREPARED TO RECEIVE FULL MORTISED TEMPLATE HINGES AND TEMPLATE STRIKE. FURNISH RUBBER BUMPERS SILENCERS THREE PER JAMB. 3 FRAMES SHALL BE THOROUGHLY CLEANED PHOSPHATIZED AND PAINTED WITH ONE COAT GREY BAKED ENAMEL PRIMER, READY FOR FINISH PAINTING 4 1 3/4 " THICKI6 GA EXTERIOR & INTERIOR 18 GA HOLLOW METAL DOORS SHALL BE D-SERIES FULL FLUSH SEAMLESS STEEL CONSTRUCTION WITH POLYURETHANE CORE AS MANUFACTURED BY KEWANEE CORP.. KEWANEE, ILLINOIS DOORS SHALL BE REINFORCED. DRILLED. TAPED AND OTHERWISE PREPARED TO RECEIVE HARDWARE. DOORS SHALL BE CLEANED. PHOSPHATIZED AND PRIMED WITH HIGH GRADE ENAMEL READY FOR FINISH PAINTING DOOR TYPES SCALE 114" = l'-Y' GENERAL NOTES 1. SCOPE OF WORK 1 FURNISH ALL LABOR MATERIALS, TOOLS, EQUIPMENT AND SERVICES REQUIRED FOR THE CONSTRUCTION OF THE WORK AS SHOWN ON THE DRAWINGS OR SPECIFIED HERE -IN. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED IN A WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIR TRADE 2. BIDDING 1 BIDDERS SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE SCOPE OF THE WORK PRIOR TO SUBMITTING HIS BID 2 BIDDERS SHALL SUBMIT SEALED ITEMIZED BIDS IN A FORM AND AT A TIME AND PLACE AS SET FORTH BY WILLIAMS STREET CORPORATION G'O B S REALTY LIMITED PARTNERSHIP 100 NORTH FRONT STREET NEW BEDFORD MA. 3. BIDDERS SHALL FURNISH CERTIFICATES OF INSURANCE AS REQUIRED BY LAW FOR THE FOLIOW NG. WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, COMPREHENSIVE GENERAL LIABILITY PUBLIC LIABILITY INCLUDING BODILY INJURY AND DEATH. AND PROPERTY DAMAGE AUTOMOBILE LIABILITY CONTRACTUAL LIABILITY WHICH SHALL BE WRITTEN FOR NOT LESS THAN LIMITS SPECIFIED BY THE OWNER OR REQUIRED BY LAWS HE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SMALL FURNISH CERTIFICATES OF INSURANCE WITH HIS BID 3. GENERAL 1 ALL W()RK SHALL BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE AND ALL OTHER LOCAL AND/OR GOVERNING CODES, RULES AND REGULATIONS THE GENERAL CONTRACTOR SHALL FILE ALL REQUIRED PLANS AND OBTAIN ALL REQUISITE PERMITS, 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. DO NOT SCALE DRAWINGS IN CASE OF DISCREPANCY BETWEEN DRAWINGS OR DIMENSIONS ETC„ NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 3 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS 10 PREVENT ANY DAMAGE TO THE EXISTING BUILDING AND ADJACENT PROPERTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME CAUSED BY HIS OPERATIONS. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES. AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK REMOVE EXISTING CONVEYOR ETC. & BLOCK UP OPENING ABOVE AS REQUIRED TO MATCH EXISTING FRAMING 2" TYP 3' 6" 2" TYP 3-0" 60 MINUTE f+, LABEL 0 HW*3 2 PR BUTTS 1LOCKSET-LEVER 1 CLOSER 1 DOOR STOP UP 20 R EXISTING STAIR 2" TYP 3'-(Y" iv 4" !V 1' 1 _ 1l4" 'O WIR GLASS 60 MINUTE LABEL HW#4 1 112 PR BUTTS 1 PRIVACY LOCKSET W/ PUSH BUTTON RELEASE -LEVER 1 CLOSER 1 DOOR STOP 1 HANDICAP SIGNAGE HARDVOM 1 PROVIDE ALL LABOR, EQUIPMENT. TOOLS AND MATERIALS REQUIRED TO COMPLETE THE WORK, INCLUDING ROUGH HARDWARE. FINISH HARDWARE AND MISCELLANEOUS SPECIALTY ITEMS. HAROARE FINISH TO BE US 26D UNLESS OTHERWISE NOTED 2 ALL LOCK CYLIINDERS SHALL BE BEST LOCK CORE CYLINDERS OR EQUAL MASTER KEYED TO THE REQUIREMENTS OF THE TENANT FURNISH SIX (6) MASTERKEYS AND THREE (3) CHANGEKEYS PER LOCKSET 3 ALL HARDWARE FOR LABELED OPENINGS SHALL BEAR THE REQUIRED LABEL FOR THAT OPENING. 4 THE FOLLOWING FINISH HARDWARE MANUFACTURERS OR EQUAL SHALL BE USED TO PREPARE FINISH HARDWARE SCHEDULE. HINGES STANLEY PANIC DEVICESVON DUPRIN SERIES 33 LOCKSETS. PASSAGE SETS: ARROW"H" SERIES -LEVER DOOR CLOSERS. LCN 4116 DOOR MOUNTED DOOR STOPS IVES DIVISION (407) (436) PUSH. PULL& ROCKWOOD MFR. CO KICK PLATES. ROCKWOOD MFR CO WEATHERSTRIPPING PEMKO THRESHOLDS.REESE 4 SITE, STRUCTURAL. PLUMBING. FIRE PROTECTION. HVAC AND ELECTRICALCONSTRUCTION DRAWINGS ARE NOT INCLUDED HEREWITH. CONSTRUCTION DRAWINGS FOR THIS WORK SHALL BE PREPARED BY THE OVMIER AND SUBMITTED TO THE AGENCY AND THE BUILDING DEPARTMENT FOR APPROVAL AND OBTAINNG PERMITS PRIOR TO INSTALLATION. ALL SITE, STRUCTURAL. PLUMBING, FIRE PROTECTION, HVAC AND ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE STATE. LOCAL AND GOVERNING CODES 5 ALL WORK SHALL BE COORDINATED WITH AND BY ALL TRADES BEFORE ANY INSTALLATION IS MADE. REFER TO ALL SITE, STRUCTURAL PLUMBING. FIRE PROTECTION, HVAC AND ELECTRICAL DRAWINGS FOR RELATED WORK. 6. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE AND OCCUPANCY, UNLESS OTHERWISE NOTED. 7 SUBMIT A MINIMUM OF SIX (6) COPIES OF SHOP DRAWINGS TO OWNER FOR APPROVAL THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL SHOP DRAWINGS 8, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUSTPROOF PROTECTIONS AROUND ALL ALTERED AREAS DUSTPROOF PROTECTIONS SHALL BE CONSTRUCTED AND MAINTAINED SO AS NOT 70 INTERFERE WITH REQUIRED BUILDING EGRESS 9 THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF DEBRIS CAUSED BY THEIR RESPECTIVE OPERATIONS THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE REMOVAL OF DEBRIS AND RUBBISH AT THE COMPLETION OF THE WORK 10 THE GENERAL CONTRACTOR AT THE COMPLETION OF ALL WORK BY ALL TRADES SHALL REMOVE ALL TEMPORARY PROTECTIONS, VACUUM ALL CARPETS AND SPOT CLEAN AS REQUIRED. REMOVE ALL PUTTY STAINS AND PAINT FROM ALL GLASS AND POLISH SAME. REMOVE ALL MARKS. STAINS. AND OTHER SOIL AND DIRT FROM ALL PAINTED. DECORATED AND STAINED WORK. SHALL CLEAN ALL FIXTURES AND EQUIPMENT REMOVING ALL STAINS PAINT DIRT AND DUST, CLEAN ALL WINDOWS AND FRAMING; AND CLEAN AND POLISH ALL MILLWORK AND PLASTIC LAMINATE. COUNTERS 'awl HW #5 1 1/2 PR BUTTS 1 PANIC BAR - LEVER 1 CLOSER 1 DOOR STOP 5/8" GWB EACH SIDE 4" STEEL STUDS NESTED 20 GA METAL RUNNERS CN� DOOR, 1 15J16"' ` 1 �mfi 6 1/4" .. HEAD 5 1/4" ..- P.M FR/ D 1 6 1/4" PROVIDE 2 112" THERMA-FIBER SOUND BLANKET INSULATION FULL HEIGHT (TYP) WHERE NOTED N SOLID GROUT AT ANC.HnP (:I IPq JAMB DOOR DETAILS SCALE 1 1/2" = 1'-0" NOTE PROVIDE EXISTING WALL ANCHORS AT DOOR #1 17' 8" _ 1 1 1/4" DIA CHROME ACID ETCHED { Lam_ 5' DIA J f GRAB BARS MTD 34 1/2" OFF ) ito FIN FLR AND 1 1/2" FROM WALL v W J SECURELY ANCHOR TO BLKG IN WWALL Fv LL sow t 6„ MAX 42' - 18" 36" CLEAR 30" MIN HCT PLAN SCALE 1/4" = T-O" REMOVE EXISTING DOOR & FRAME BLOCK UP OPENING AS REQUIRED INSTALL NEW DOORS & FRAME REMOVE EXISTING DUCTWORK & BLOCK UP OPENING EXISTING CHIMNEY CUT NEW 3-6" x 7'-0" OPENING REMOVE EXISTING CONVEYOR, ETC. & BLOCK UP OPENINGAS REQUIRED TO MATCH EXISTING FRAMING EXISTING RETAIL ELEV= 100'-00" �. EXISTING SOFFIT EXISTING STAIR 1 \ BLOCK UP EXIST OPENING i ELEV= 98-10" 1) OWN 20 R ol EXISTING STAIR 1 O REMOVE EXISTING RAMP U REMOVE EXIST DOORS & FRAMES EXIST DOORS & BLOCK UP OPENINGS Z z 3 REMOVE EXIST CONCEALED SPLINE CLG 5' 0" REPAIR EXIST 2' x 4' CLG GRID SYSTEM THIS AREA & INSTALL NEW CL AS REQUIRED & INSTALL NEW - 2' x 4' CLG SYSTEM TO MATCH EXISTING CLASS A 2'x4' x 3/4" FISSURED r CEILING TILE CLG HGT=12"-0" t REMOVE PLUMBING r ,� FIXTURES PIPING ETC EXPANDED RETAIL SPACE EXIST RETAIL SPACE AS REQUIRED TO INSTALL { 4 Iy NEW PLUMBING FIXTURES & PIPING. INSULATE ALL PIPING NEW HCT , & PROVIDE PROTECTIVE COVERING -� AT ALL LAVATORY DRAIN LINES I NEW HCT i I ia REMOVE EXISTING GLASS PANELS, DOORS ETC AS REQUIRED PROVIDE NEW FRAMING AS REQUIRED & INSTALL NEW 5/8" TYPE "X" GVVB EACH SIDE I {I I I _ ' I I I REPAIR EXISTING DOOR & ADJUST CLOSER r c) 2002 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF anthony p d'onofno, aia, architects & planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED -�- r,, Ws(zEL) A,,�� P. a iTF �allo.26530�, SC!TUA P OF M I U) Z O z 2 Gam. Q LL.1� LL cr_ z ^ O o U 0 Lu O C� vJ z pi C/) I W U O x F- g z I a w CL v/ cr__ LL i PROGRESS PRINTS REVISIONS _ ISSUED FOR PERMITTING & BIDDING 04/17/02 NORTH SCALE DRAWN JOB NO 20023 DATE -J A-1 SHEET