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HomeMy WebLinkAbout0615 MAIN STREET (HYANNIS) (4) 1� I� �� E r �; .. ��,�� �� f �, �� �? I� �k i l -� �"` --- r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map PaIbel l Z® Permit# l Healthpivision u Date Issued E � Conservation Division �e a I Application Fee Tax Cu`flector C Permit Fee ©0 Treasurer_ CONNEMOMA=UNT Planning Dept. 1I 2 #_�.t Date Definitive Plan Approved by Planning Board • Historic-OKH Preservation/Hyannis J Project Street Address S�+- Village T Y A ej �S Owner ee�n! /sue /e�c -j -�'so� Address 5�Z rt�'4" � (,J Zjf/g v.vft Telephone 5O k -72 1 --01 o y Permit Request J 9ArndUy �� 1= '�o"L z- �% °`'_ �' v l't- �a�►GN l ceak� ,v 3�a i� 3 6v( 7, Square feet: 1 st floor: existing/s qG proposed 16 3-74 2nd floor: existing o 'proposed t! Total new -7 0 Zoning District 14_1 Flood Plain C Groundwater Overlay � Project Valuation qM!: Con1truction Type P, c4 &—*, -� Lot Size ��& Grandfathered: ❑Yes M"No If yes, attach supporting dodumentation. { Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) / Z I rIQ Age of Existing Structure I`}cad s w �)g g Historic House: ❑Yes l�o On Old King's Hig1i ay: ❑Yes DNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other 04-41" & Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new ;,P# Half:existing new e Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count r Heat Type and Fuel: dGas ❑Oil ❑Electric ❑Other Central Air: eYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing Cl new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing O new size Shed:❑existing ❑new size Other: 14.(— Zoning Board of Appeals Authorization l/Appeal#Q063-/�, r� �t) 1 ❑Recorded Commercial As ❑ No If yes,site plan review# Current Use lei vl;2,d2 Proposed Use M, H,- ate•= , BUILDER INFORMATION , 7 Name M o`C har'l J' 0'7 1 ey Telephone Number Cl -Z.C-Y Address o� `f 1 L� CI � "cJG S?� License# S o03? :3-7 lt7esd- �-ou Lu nl Home Improvement Contractor# Worker's Compensation# 4)6 060 /53 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6 dU SIGNATURE DATE -7 t FOR OFFICIAL USE ONLY r- PERMIT NO. `— DATE ISSUED MAP/PARCEL'NO. "_ 1 I ADDRESS VILLAGE v OWNER DATE OF INSPECTION: r FOUNDATION ' ' FRAME INSULATION FIREPLACE r 7 w l" ELECTRICAL: ROUGH FINAL L k� PLUMBING: ROUG' FINAL GAS: ROUG FINAL' +' FINAL BUILDING i i r r DATE CLOSED OUT a 3 ASSOCIATION PLAN NO.,� t I COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $150.00 Alterations/Renovations $100.00 Building Permit Amendment $50.00 i FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0081= ALTERATIONS/RENOVATIONS OF EXISTING SPACE I7 y/9 square feet X$96/sq.foot= lr 7 z, zZ4V- STORAGE BUILDINGS ONLY 7�C�square feet X$32.00/sq.foot= " �S? /0/d X.0081 i Commprojcost Rev:063004 The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston,Mass. 02111 Workers' Com ensation-Insurance Affidavit-General Businesses p: .. �'i:.�'.:FP?- V..<s. i:•+.4N4... '"f'.y,. ,. .. rt".'.Tlaivi name: i'�1 r�ld� address: % city !��Z `y state: J"T A-- zip: Z . Phone# work site location(full address): ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Bating Establishment �,/working in any capacity. El Office❑ Sales(including_Real Estate,Autos etc.), L`11 am an employer with emp loyees(full& art time): ❑Other M/%/ /////�/��%%%/%%�//��//%/%%%�%%%%%%% I am an employer providing Norkers' compensation for my employees working on this job.. eom`an dieuie• � � ,. address: '• city : w Uhone:#• .` 'fit. r•' Y. .insurance.cod::.'.i:•:��-•.•�•it���' -• `:..�+�?5vl• ` olic .#:�;A....1.lr I am.a sole proprietor and have hired the independent contractors listed below who have the following workers' . compensation polices: company name: address: Pone`# li : city " z i insurance co. -•• "' '-eased com-en n - P v - 8aaie:S,. ' ` , O,C. •nsursiic_p. r o:i Faflure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine 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 it day against me,.I.understand that R copy of this statement maybe forwarded to the Office of Investigations of the PIA for.coverage verification I do hereby certify under epains andpenalties ofperjury that the information provided above is true and correct Signature Print name -� Phone# r official use only do not write in this area to be completed by city or town official v city or town: permft/license# ❑Building Department [Licensing Board y ❑check if immediate response is required _ ❑Selectmen's Office '. { []Health Department . contact person: phone#; ❑Other e. (revised Sept2003) - Information and Instructions Massachusetts General Laws chapter 152 section 25.requires all employers to provide workers' compensation for their. employees. As quoted from the 4`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 ajoint 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_pe.rsons to doaintenance, construction or repair work on such dwelling house or on the grounds or .m 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.conunonwealth 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..Please supply company name, 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 or if 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 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.returned to 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 BMW of ImsdPflons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext.406 i 1 OFtHE rod, Town of Barnstable Regulatory Services �RxSTAB , Thomas F.Geller,Director 9 1639. .�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using A Builder L � as Ownbj J ('tom sou Omer of the subject property to act on my behalf, hereby authorize Imo' G it Ql-e-L rk authorized by this building permit application for. in all matters relative to wo (Address of Job) Date Signature r print Name Q,FORMS..oWNER?FRMIS S10N 06/24/2004 09:48 16177870067 FANEUIL ST MARKET PAGE 01 TO f f a Aq CITY OF BOSTON L iC. No: B I --I y BOARD OF EXAMINERS MAYOR ! F°rn1 MICHAEL iMOXLEY 1S DULY LICENSEDT A ,r '•[ �• rrORK UNDER PgovigiONS Oc r..F D 'S 7F 19311 CHAPTER 4T9.AS An1E`ICEE ! B C 3 111461e4 BOARD 0FEXAM1ANERS r � •� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR. Number: CS 0037$7 Birthdate: 09/2411 W Expires:09/24/2005 Tr.no: 6877.0 Restricted: 00 MICHAEL F MOXLEY 241 LAGRANGE ST G M•►Ms N WEST ROXBURY. MA 02132 Administrator :.Xy f o� Hyannis Main Street Waterfront s B,RNSTTABM : Historic District Commission .� 1639 230 South Street � i679 ,0�A Hyannis,Massachusetts 02601 TEL: 508-862-4665/FAX: 508-862-4725 D C Q Application to MAR 1 9 2004 Hyannis Main Street Waterfront Historic District Commiss' n TOWN OF B in+ha Town of Barnstable for a HTO NIC PRESERVATION RESERVATION CERTIFICATE-OF APPROP-RIATENESS... 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 on-plans, drawin g_____photog_raphs accompanying this_application_for.____.__ PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other ti 2. Exterior Painting: ❑ CD_ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4-.--Structure: Fence _ _ _---- -_-- _ ._.-... _ Wall_. - ❑ Flagpole....._.._.❑ Other 1» - 5. Parkin .Lot: New Building Addition 7 -< g ❑ g ❑ ❑ Alteration . (Please see the guidelines for explanation and requirements) ] m r c5 'HYPE OR PRINT LEGIBLY DATE 3-18-03 ASSESSOR'S MAP NO. 308 ASSESSOR'S LOT NO. 120 John J. Hynes, Jr., Trustee APPLICANT Main Sea Realty Trust TEL.NO. (508) 771-0100 >` APPLICANT MAILING ADDRESS 512 Main St., West Yarmouth, MA 02673 - - -- - -_ _--- — __-------- - - - ._ . ADDRESS OF PROPOSED WORK 615 -Main S�treet, Hyannis,-MA 02601_.. John J. DIynes, Jr., Trustee PROPERTy,OWNERMain Sea Realty Trust TEL. NO. (508) 771-0100 M' r7- OWNER MAILING ADDRESS 512 Main Street, West Yarmouth, MA 02673 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 Assessor's Office-. (Attach-additional-sheet if necessary): See attached; Exhibit A AGENT OR CONTRACTOR John J. Hynes, Jr. TEL NO. (5 0 8) 7 71-010 0 .------ HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMM 10 R 1 9 2004 *** SPECIFICATION SHEET *** HIOw�CFBARNST ORIC PRFSERV BLE ADDRESS OF PROPOSED WORK 615 Main.Street, Hyannis, MA 02601 FOUNDATION. 8" Concrete 8" Maximum Exposure _.---------------.-_----White-Cedar-Shingles-and-Stucco--- ---.__.. --- SIDING TYPE All new work, some existing COLOR Beige CHIMNEY TYPE N/A COLOR ROOF MATERIAL Architect Asphalt 20 yr. in COLOR PITCH As noted on elevations, Anderson Double Hung WINDOW As noted on elevations COLOR TRIM COLOR White lx5=lx6 cor. bds. lx4 door and window trim DOORS -AAnderson;.as noted on drawing COLOR White SHUTTERS N/A GUTTERS White Aluminum DECK P.T. WD. Struc. Posts, White railings.. and posts-lx4 decking GARAGE DOORS As per drawing COLOR White 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 lotto scale.- - -- DETAILED DESCRIPTION OF PROPOSED WORK. 0 MAR 1 9 Give all particulars.of work to be done; including detailed data on such architectural f a es as`. 2�D4 foundation,chimney, siding, roofing, roof pitch, sash and doors,window and door frames, tri , leaders,roofing and paint color,including materials to be used, if specifications do not aceo 'yrpBFRNSp TgBL In the case of signs, give locations of existing signs and proposed locations of new signs. (Attac SERV,4T/ N additional sheet,if necessary). Signed �-- / y 'Owner--Contractor Agent SPACE BELOW LINE FOR COMMISSION USE .Received by HMSWHDC Date Time This Certificate is hereby BY Date Signed IMPORTANT: If this Certificate is approved,approval,is subject to the 20-day appeal period provided in the Ordinance. CONDITIONS OF APPROVAL: i Exhibit A I Parcels within 300'1 of*'P .308 Parcel 120 This list by itself does NCYC constitute a certified list of abutters and is provided only as an aid to the determination o abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessors da abase July 2, 2003. f Ma ar Ownerl PP Owner2 Address l . Address 2i ity State Zip Country 308049 RTITEL,.ARTHiIR D TRS i TRS OF ABR TRUST 89 LAKESIDE I ` ENTERVILLE 1VIA 02632 USA �r DRIVE j f 308053 COLELLA,ALE-SSA TRS j VAGABOND REALTY TRUST . 65 HOLLIDGE IMARSTONS MILLS MA 02648 USA HILL LANE 308054 COLELLA,ALI SSANBRO TR I VAGABOND REALTY TRUST 640 MAIN ST ` HYANNIS MA 02601 308060 �BARNSTABLE 1IOUSING AUTHOR'Y 146 SOUTH ST :, I YANNIS 02601 USA 11 30806100A 1HORAN,MARL:&FISH,JOHN TR 14 BACON HYANNIS MA 02601 USA TERRACE I 308062 LIU,MEN CHUTIG TR I THE 620 MAIN ST REALTY TRUST 15 ACADIA RD W YARMOUTH NIA 102673 308063 rG,MOY O 63 LAWTON ST BROOKLINE MA 02446 308065 CHILLI,JOSEPH&JEANNETTE 60 BAYSHORE HYANNIS ::::::fA. 02601 JUSA RD 308066 CHILLI,JOSEPH I& j CHILLI,JEANNETTE F 160 BAY SHORE EJI�YNNIS NIA 02601 TUSA 308067 ABOUDI,JUDITH TR DANI REALTY TRUST 600 MAIN I HYANNIS STREETf"�i�—F02601 308068 COHEN,EDWARD S&ELAINE M MARBIN,SHERRIE H COHEN TR 1205ME VENTUFLa FL 33180 I'! COUNTRY f ! CLUB DR#2049 j 308072 BARNSTABLE,TOWN OF(MUN) 367 MAIN JHYANNIS MA 02601 ] USA - 1 ��✓ STREET J 311013011 jDUCHESSI,SH1RI,EY ; °/aT DERHAGOPIAN 25 SNOW YANNIS MA 02601 USA r CREEK DR I _—_ 308073002 259 NORTH ST L.MTD PTNSH 297 NORTH ST ( HYANNIS MA 02601 USA 308113 COTUIT HARBOR ENTERPRISE I 577 MAIN ST HYANNIS MA 02601 USA r i � 9 308]14 MEHTA RAGHBIR&RITA I. 259 SEA ST HYANNIS MA 02601 USA _ -.I T I riiF5 MEHTA,F AGBIR I Q� Q� 585 MAIN ST HYANNIS . MA 02601 Wednesday,August 20,2003 Pale 1 of 3 Mappar Ownerl Owner2. Address 1 Address 2 City State Zips Country 308116 JEFFRIES,WILLIAM E.JR TR CYMBAL REALTY TRUST I]0 ACORN DR W BARNS"TABLE MA 02668 30811% SNELL,GLENIV E 597 MAIN ST 1IIYANNL'S MA 02601 ! 308118 JEFFRIES,WIL.L.IAM E JR TR COMMON WEST NOMINEE TRUST 605 MAIN ST YANNIS MA 02601 308119 IJEFFERIES,WI:L.LIAM E JR TR COMMON WEST NOMINEE TRUST 605 MAN ST J; YANNIS MA 02601 USA w 308120 HYNES,JOHN J TR THE MAW/SEA REALTY TRUST 512 MAN ST YARMOUTH IMA 102673 } 308120001 OCONNOR,VAL ARIE 22 CIRCUIT AVE yV YARMOUTH MA 02673 308121 CAROLE,ANDI TR MOKSHA REALTY,TRUST 20 SEA ST ryANNIs �O2601 -_ 308122 FIDELITY FNA]JCIAL,' NC ATTN;MANOOG,NANCY J PRES 1550 i CENTERVILLE IMA 102632 FALMOUTH RD i J SUITE 14 - 308123 CID TREY INC- %HOGAN,JOHN F'JR 438 SOUTH ST ( YANNIs, MA 02601 USA f 308124 BOSWORTH,W CHANDLER P O BOX 685 �ENTERVILLE mA 02632 J 308125 COLE,DAVID 13 114 BAY ST STERVILLE N(A 02655 USA 308126. LATIMER JEFFREY G&DANIA H 414 SOUTH ST i YANNIS MA' 02601 USA l 3 08 13 100 1 CARRAS,BETS`.l TR . T AJ TY TRUST 70 JACKSON ENTERVILLE MA 02632 USA --J AVE I � J 30II 131002 LOWE,BRA.DFORD W A9 0 COURT OS ARA O DARTl\ROUTH MA 02747 USA— l �i i ) I303132 LOWE,BRADFORD W SQ� 662 STATE RD DARTMOUTH r 712147 308133 SENTEIO,GREGORY, p 9� P O BOX F YANNIS MA 02601 USA 30II134 CURTIS,JOHN'TR HIGHLAND �1YtUS 649 MAJN ST IIYANNIS MA 02601 —T--- ' O I f 308135 COLOMBO,MEL.ISSA ANN TR %ROADHOUSE CAFE 488 SOUTH I YANNIS MA 02601 STREET -----I 308141 COLOMBO,DAVID L TR CASEY TRUST 488 SOUTH ST HYANNIS MA 02601 USA-'--1 l 308142 COLOMBO,DAVID L TR THE OLNE OIL TRUST 488 SOUTH ST YANNIS NIA 02601 Wednesday,August 20,2003 — --Page 2 of 3 lea ar Ownerl ' Pn Owner2 Address I Address 2, ':, City State Zip Couantl� I iy y 308170 HAJJAR,CHARLE�C& NNE T,T�THE67 SEA STREET REALTY TRUST 11, �OSTON MA 02215 , PETERBOROUG H ST-UNIT B2 308193 PAUTIENIS,M.TORN TRS DALIA REALTY TRUST 155 WOODSIDE fBARNSTABLE MA 02668 USARDs�- J 308194 rAYLOR,WILLIAM F JR TR& AYLOR,HELEN TR 439 SOUTH ! !. IYANNIS::�MA 0260] USA �i• STREET I --� 308195 TOBIN,GLENN E TR MC REALTY TRUST 38 EVELYN ! jbii4TERVILLE CIRCLE 1 308196 EMMONS,RANDY RALPH& DASILVA,IRACI G 451 SOUTH ST IYANNIS MA 02601 308197 ZULLO,EDWA RD A&MAUREEN B 1 89 UNION ST ATICK NIA 01760 j 308198 .COLOMBO,DAVID L TR %COLOMBO NOMINEE TRUST 50 SEA ST i 14YANNIS AAA 102601 USA 308270 COLOMBO,DAVID L TR CASEY TRUST 488 SOUTH ST HYANNIS 1\9A 02601. USA l 308280 CID TREY INC %HOGAN,JOHN F JR 438 SOUTH ST i �HYANNIS MA 02601 i I i 0 ' ! Vc. f ST��cOA�q� lQ0, � I RFS R��B�F Wednesday,August 20,2003 Page.-I of'3 I Exhibit B Detailed Description of Proposed Work There will be a full shed dormer added-on each side of the second floor-of the building running North to South, and two gables added to the Westerly side of the building. There will be an enclosure added on the South side of the building for a stairway and dumpster enclosure. -There-will-also be an-enclosure-added on-the West-side—of the building for a iestaurant dumpster. The additions will be on poured concrete slab-or concrete foundations. All new areas will be covered with white cedar shingles stained with a beige semi- transparent stain. Roofs will be done in Desert Tan architect asphalt shingles. All wood trim will be painted white. Doors and windows will be Anderson as noted on the elevations with white exteriors. Gutters will be white aluminum. Decks will be either pressure-treated lumber or Trek material for the decking with white railings, posts and balusters. All new areas will be used for residential apartments. • MPS E - H a w Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\615 main street.rck PROJECT TITLE: 615 Main Street Apartments CITY:Hyannis STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE:Multifamily DATE: 07/10/04 DATt OF PLANS:june 2004 COMPLIANCE:Passes Maximum UA=3292 Your Home UA=2303 30.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 16914 0.0 30.0 524 Wall 1:Wood Frame, 16"o.c. 9544 19.0 0.0 482 Window l:Vinyl Frame:Double Pane with Low-E 1022 0.340 347 Door 1:Glass 492 0.330 162 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 16770 19.0 0.0 788 Furnace 1:Forced Hot Air,78 AFUE r COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in REScheckVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer —? Date 7�0 0 r " D REScheck Inspection Checklist 1995 MEC REScheckSoflware Version 3.5 Release le DATE:07/10/04 PROJECT TITLE:615 Main Street Apartments Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall I:Other,0.0'ht/Off bg/0ff insul,U-factor:0.000 Insufficient data: Assembly U-factor cannot be 0. Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type . Thermal Break? [ ]Yes[ ]No Comments: Doors: F [ ] 1. Door 1:Glass,U-factor:0.330 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air,78 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air k leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. t Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: j ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. i Duct Insulation: [ ] Ducts in unconditiohed spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each dwelling unit(non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. f . 1 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches.by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) P: t F 1 e 4 U CQNSTRiJCTION CONTROL CERTIFICATION PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: .615 Main Street, Hyannis, Ma. Ep�ZH OF NAME OF BUILDING: SCOPE OF PROJECT: i Renovatio=, infill floors. Cti00 '" { No. 1350 e �C/STEO' �Q in accordance with Section 116.0 of the Massachusetts Stare Building Code,780 CMR 6"'edition I,,f r�+At Eq ur ,-�Yv� Mass.Registration No.#�^being a registered professional enginccr/architect here y cetify that I have prepared or directly supervised the piepamlon of till design plans,computations and specifications concerning: FNTIRE PROJECT � ARCIMECTURAL XXX STRUCf1JRAL FIRE PROTECTION ELECTRI AL OTIIER(specify) MECHANICAL For the.above names project and that,to the best of my knowledge,such pltuts,computations and specifications meet the applicable provisions of the Massachusetts State Building Code. All acceptable engineering practices and all applicable laws for the proposed project. 1.further certify that 1,or my authorized representative,shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116,2.2: l_ Review of show drawings,samples and other submittals of the contractor as requirrd by the constriction contract documents as submitted for building permit,and approval for conformance to the design concept. 2- Revicw and approval of the quality control procedures for all code-requfred controlled materials. s. Be present ai iwc gas zrr-njFiistc c the s4(-o .or---nuetion m bcxrne,generally familiar with tlic progress and quality of the work and to dctertninc,in general,if the work is being performed in a manner consistent with the construction documents. Pursuant to Soction 116.4,1 shall submit periodicully,a progress report together with pertinent comments to the State Building Inspector, Upon completion of the work,I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. SignaturemAA 44 rh Subscribed and sworn to before me on this- 0—day of 1 20 0CA• f F Alison Tobin Birr_h NOTARY PUBLIC My Cno�n QtW"4M&n y Commission Expires December 17, 2010 I,tr' r r i LL�� SHE - / szRvannis Main Street Waterfront D p HAMECistoric District Com�issioffi Hyannis,Ivlassac2iuse0 South eet MA 9 H Massachusetts 02601 R 1 1004 TEL: 508-862-4665/FAX: 508-862-4725 TOWN OF RA R Application to HISTORIC PRESS BLE Hyannis Main Street Waterfront-Historic District Commission :n the Town Of Barnstable for a A ._._-.OERTIFI.GATE..-OF-APPRC?PRIATENE'SS: 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, drawin s or photographs accpm .Pyg an ,in _this application-for. . PLEASE CHECK ALL CATEGORIES THAT APPLY: 1. Exterior Building Construction: ' ❑ New Building ❑ Addition Indicate type of building: [I ❑ Gara House ❑ Alteration _ 2. Exterior Painting: ❑ Garage ❑ Commercial ❑ Other 3. Signs or Billboards: g sign ❑ Re a>ntm e C- Structure:❑-n New sign ❑ Ex>stin s> p ' g xisting sign ❑ Fla ole f!V ry Wall. ... -. gP ❑ Other 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration t . I (Please see the guidelines for explanation and requirements) . TYPE OR PRINT LEGEBLY DATE 3-18-03 ASSESSOR'S MAP NO. 308 ASSESSOR'S LOT NO. 120 John J.. Hynes, Jr., Trustee APPLICANT Main S Realty Truce+ C°' TEL.NO. (508) 771-0100 r rTi APPLICANT ;U MAILING ADDRESS 512 Main St., West Yarmouth, MA 02673 . DRESS OF PROPOSED WORK -6T5 Main Street, Hyannis, MA 02601 /John J. 1;Iynes, Jr., Trustee PROPERTY OWNERMain Sea Realty,Trust / l_ j TEL.NO. (508) 771-0100. OWNER MAILING ADDRESS 512 Main Street, West Yarmouth, MA 02673 FULL NAMES AND MAILING ADDRESSES OF AB p p �, UTTING OWNERS. Include name of adjacent ra a owners across any public street or way. This information is best obtained at the Town A Ases5627's Ofce- (Attach additioiia�l sheet if i:ecessary). ' See attached; Exhibit A AGE J - Jr.AGENT OR CONTR.�CTQR John J. Hynes, ,, TE_ T ?v T0. (508) 771-0100 .- ....., .West g`r,;no�th, n�rA,._v-mil f MAR 1 1 HYANNM MAIN STREET WATERFRONT HISTORIC I➢IS TRICT CO 9 2004 pgq��sT A�sFAV� ***SPECIFICATION SHEET ADDRESS OF PROPOSED WORK 615 Main Street H anriis MA 02601 . FOUNDATION 8" Concrete 8" Maximum Exposure White.,Cedar--.Shingles-: and Stucco—_...' - SIDING TYPE All new work, some existing-' COLOR Beige CHIMNEY TYPE N/A. COLOR ---------------- ROOF MATERIAL Architect Asphalt 20 yr, m COLOR PITCH As noted on elevations ' Anderson Double Hung WINDOW As noted on elevations COLOR TRIM COLOR White lx5=lx6 cor. bds. lx4 door and window trim DOORS Anderson; as noted on drawing COLOR White SHUTTERS N/A GUTTERS White Aluminum DECK P.T. WD. Struc. Posts, White railings. and .posts-lx4 decking. . GARAGE DOORS As per drawing COLOR Whae 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. ine Plot plan need not be"Certified",but should show all structures on the lot.to-scale..:-.... ,p y MA 11 r R 9 2004 ! DETAILED DESCRIPTION OF PROPOSED WORK: TO 0 H/S RIopRfSE;TABLE VT/ IV Give all particulars.of work to be done, including detailed data. on such aiclutectural features as: foundation, chimney,siding,roofing, roof pitch, sash and doors,window and door frames,trim, gutters- In the,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). Signed Owner-Contractor Agent SPACE BELOW LINE FOR CONIl1'IISSION USE .Received by HMSWHDC Date Time _ This Certificate is hereby By Date , .d Si _. IMPORTANT:If this Certificate is approved,approval is subject to the 20= ap eal pe ' d p ded i the Ordinance. CONDITIONS OF APPROVAL: � T+ Exhibit A I Parcels within 300' bf Map 308 Parcel 120 ' i � This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination o list is responsible for ensuring the correct notification of abutters.;Owner and address data taken from Assessor' abutters: The requestor of this s da abase July 2, 2003. Mappar Ownerl Owner2 j Address 1 Address 2 ity state Zip Cogntry 308049 RITTEL,ARTHUR D TRS TRS OF ABR TRUST 89 LAKESIDE DRIVE ENTERVILLE MA 02632 JUSA 308053 COLELLA,ALESSANdRO TRS VAGABOND REAL IY TRUST 65 HOLLIDGE HILL LANE ARSTONS MILLS Iv1A 102648 USA 308054 COLELLA ALESSANDRO TR I VAGABOND REALTY TRUST 640 MAIN ST YANNIS MA 02601 ff3160 13ARNSTABLE HOUSIAIG AUTHOR'Y YANNIS 146 SOUTH ST MA 02601 USA: r 30806100A HORAN,MARK&FISH,JOHN TRS 4 BACON ! YANNIS MA 02601 USA f TERRACE 308062 LIIJ,MEN CHUNG TR THE 620 MAIN ST REALTY TRUST 15 ACADIA RD YARMOUTH MA 02673 / 308063 IFONG.MOY O 63 LAWTON ST I ROOKLINE MA 02446 USA: �• I 308065 ICHILLI,JOSEPH&JEANNETTE ! 60 BAYSHORE I ANNIS MA 02661 RD USA I 308066 CHILLI,JOSEPH:I& CHILLI,JEANNETTE F 60 BAY SHORE i YANNIS i RD 1viA 02601 USA' �, 308067 ABOUDI,JUDI IH TR DANI REALTY TRUST 600 MAIN YANNIS IMA 02601 USA: STREET � 308068 COHEN,EDWARD S&�ELAINE M MARBIN,SHERRIE H COHEN TR 20515 E i VENTURA COUNTRY FL 33180 CLUB DR#2049 308072 BARNSTABLE,TOWN OF(MUN) 367 MAIN YANNIS MA 02601 USA: STREET I 308073001 DUCHESSI,SHIRLEY %J DERHAGOPIAN 25 SNOW YANNIS MA 02601 USA I CREEK DR 308073002 259 NORTH ST LMTD PTNSH 297 NORTH ST ! YANNIS MA 02601 USA . 308113 COTUIT HARBOR ENTERPRISE 1577 MAIN ST i YANNIS MA 02601 USA 308114 MEHTA RAGHBIR&RITA 259 SEA ST ffYANNIS MA 02601 USA ,/ 308115 MEHTA,RAGBIR. 585 MAIN ST ! YANNIS MA 02601 USA 1 2004 � I Wednesday,August 20,2003 Hl$T OFBARAIsT Page] of 3ABLE ' i ! Mappar Ownerl Owner2. Address 1 Address 2 �ity State Zip Country 308116 FFRIES,WILLIAM EiJR TR ! CYMBAL REALTY TRUST I ` 110 ACORN DR BARNS TABLE MA 02668 USA 308117 ELL,GLENN E 597 MAW ST YANNIS Iv19 02601 �, 308118 JEi•FRIES,WILL,IAM EIJR TR COMMON WEST NOMINEE TRUST 605 MAW ST IS yA Q I MA 02601 USA. ! 308119 JEFFERIES,WIL,LIAM E JR TR COMMON WEST NOMINEE TRUST 605 MAW ST i YANNIS MA 02601 USA v, 308120 HYNES,JOHN J TR THE MAIN/SEA REALTY TRUST 512 MAW ST YARMQUTH 02673 t i 308120001 JOCONNOR,VALARIE 22 CIRCUIT AVE YARMOUTH MA 02673 308121 ICAROLE,ANDI TR MOKSHA REALTY TRUST 20 SEA ST YANNIS MA 02601 JUSA 308122 FIDELITY FINANCLAL iINC i ATTN;MANOOG NANCY J PRES 1550 I ENTERVILLE MA 02632 USA. FALMOUTH RD i SUITE 14 308123 CID TREY INC %HOGAN,JOHN F A438 SOUTH ST _ j i YANNIS. MA 02601 USAF ✓ 308.124 1130SWORTH,W CHANDLER P O BOX 685 - ENTERVILLE MA 02632 USA 308125 COLS,DAVID B 114 BAY ST STERVILLE MA 02655 USA j 308126. LATIMER,JEFFREY G&DANIA H 414 SOUTH ST MA YANNIS 02601 USA �. 308131001 CARRAS,BETSY TR THE 627 MAIN ST REALTY TRUST 70 JACKSON ENTERVILLE MA 02632 USA AVE j f 308131002 LOWE,BRADFORD W 12 BARBARA ! ® O DARTMOUTH MA 02747 USA COURT i 308132 LOWE,BRADFORD W Ae 662 STATE RD DARTMOUTH MA' 02747 USA I yl f 308133 SENTEIO,GREGORY BOX F YANNIS MA 02601 USA 308134 CURTIS,JOHN TR US 649 MAW ST YANNIS MA 02601 �+ 308135 COI OMBO,MELISSA ANN TR %ROADHOUSE CA 488 SOUTH YANNIS MA 102601 JiYSA STREET 308141 COLOMBO'DAVID L TR SEY CA TRUST 488 SOUTH ST j YANNIS MA 02601 USA f 308142 COIiOMBO,DAVID L TR j THE OLIVE OIL TRUST 488 SOUTH ST j YANNIS MA 02601 --1 ✓ i Wednesday,August 20,2003 Page 2 of 3 Mappar 0 nerl Owner2 Address T Address 2 ity State Zip Country , i 308170 HADAR,CHARLES C&ANNE TITRS THE 67 SEA STREET REALTY TRUST 31 OSTON 14IA 02215 ! PETERBOROUG H ST-UNIT B2 308193 PAUTIENTS,M JOHN TRS DALIA REALTY TRUST 155 WOODSIDE ! BARNSTABLE MA 02668 USA RD 308194 AYLOR,WILLIAM F JR TR& AYLOR,HELEN TR 439 SOUTH j YANNIS MA 102601 1USA' j STREET f 308195 TOBIN;GLENN E TR MC REALTY TRUST 138 EVELYN ENTERVILLE Iv1A 02632 CIRCLE 1 i 308196' EM ONS,RANDY RALPH& DASILVA.IRACI G 451 SOUTH ST YANNIS MA. 02601 is 308197 ZULLO,EDWARD A&;MAUREEN B 89 UNION ST ATICK MA. 01760 308198 COLOMBO,DAVID L TR %COLOMBO NOMINEE TRUST 50 SEA ST YANNIS Iv1A 102601 USA J 308270 COLOMBO,DAVID L TR CASEY TRUST 488 SOUTH ST YANNIS MA 02601 USA' 308280 JCIDTREYINCI %HOGAN,JOHN F JR 438 SOUTH ST YANNIS MA 02601 USA j I.. i i � I I I � I i I Wednesday,August 20,2003 Page 3 of 3 i j i Exhibit h3 Detailed Description of Proposed Work There will be a full shed dormer added on each side of-tlie second floor of the building running North to South, and two gables added to the Westerly side of the building.. There will be an enclosure added on the South side of the building for a stairway and dumpster enclosure. There will also bean enclosure added-on the West side of the-1?uildu g for a restaurant dumpster. The additions will be on poured concrete slab or concrete foundations. AlInew areas will be covered with white cedar shingles stained with a beige semi- transparent stain. Roofs will be done in Desert Tan architect asphalt shingles. All wood trim will be painted white. Doors and windows will be Anderson as noted on the elevations with white exteriors. Gutters will be white aluminum. Decks will be either pressure-treated lumber or Trek material for the decking with white railings,posts and balusters. All new areas will be used for residential apartments. M P gP�Ns�P SON �owo G PRES�� N1S F #8 PAN HD. SCREWS 13MM LG. 25MM GYPSUM SHAFTWALL LINER 606MM 305MM 13MM WALLBOARD SHIM 25MM LINER FILLER 450 305MM {-- 13MM BASE LAYE J RUNNER � _ 152MM -��--�152MM (25 GAUGE) 152MM 25MM GYPSUM _L FACE LAYER JOINT ° ————_ SHAFTWALL LINER 25MM NOM. FINISHED WITH 0 ° 45° _r PAPER TAPE & JOINT COMPOUND J RUNNER I b05MM HEADER I I ° A ° .— i, I I° 25MM X 305MM W LINER FILLER 7 5MM (ATTACHED TO LINER 25 I WITH 41MM TYPE '`S" J RUNNER 25MM GYPSUM SHA 305MM FTWALL LINER A I CH i SCREWS STAGGERED 305MM O.C.) 1 t ° STUD I 10 25MM LINER FILLER 05MM I I 13MM SHIM 13MM WALLBOARD SHIM 51MM STD. I° 38MM MIN. 38MM 38MM I I ° ° I I COLUMN TIE CLIPS (MAX. 610MM O.C.) 1° 13MM FACE LAYERS I J RUNNER SECTION A—A (TYPE C) f 5MM LINER ATTACHED TO 20 GA. J RUNNER HEADER ° 13MM BASE LAYERS WITH 41MM TYPE "S" SCREWS 305MM O.C. (TYPE C) ° T /J 25MM GYPSUM SHAFTWALL LINER 305MM - I Z ° 30 MM 5MM J RUNNER ATTACHED TO FRAME OUTSIDE / 35MM ° 25MM LINER JAMB WITH TWO (2) 13MM #10 PAN y FILLER HD. SCREWS EACH COLUMN TIE CLIP STEEL CH STUD 305MM /13MM FACE LAYE 13MM WALLBOARD 25 GA.�J 0 GALV. (TYPE C) / SHIM ° ° 610MM ° ° ° 1 152MM ----I-51MM STD. 57M�M (25 GA ) 305MM TYPICAL ELEVATION DETAIL "A" (RETURN COLUMN) 38MM MIN. 152MM VIEWED FROM CORRIDOR 5M 76MM (20 GA.) 610MM MAX. I--610MM MAX. E �� 25MM LINER (FULL HT. OF HA 4mm TCB STRIKE SIDE INS DE /DETAIL "A° JAMB) ATTACHED TO EACH JAMB BRACKET y CH STUD CH STUD STRIKE COLUMN WITH TWO (2) 41MM TYPE S-12 DRYWALL TIE BRACKET SCREWS PER TIE BRACKET STEEL .1 RUNNER DETAIL "B" J RUNNER 25MM GYPSUM SHAFTWALL LINER 25 GA. $ 20 GA. GALV, PLAN FOR SINGLE PANEL FRAME ASSEMBLY J RUNNER ATTACHED To FRAME JAMB WITH O TWO (2) 1.3h11-t . -- _ _. -_ �_ _ , #10 PAN HD. SCREWS L BO 610hIM MAX. R UANDINSTALLATION RE RELATING TO HO STWNLESS-OTHERWISE SPECIFIED, ALL AY = - WALL ARE THE RESPONSIBILITY-OF THE GENERAL 610MM O.C. _ _ 610MM MAX. CONTRACTOR AND NOT THE ELEVATOR S UPP MM LINER FILLER STEEL STUDS, J RUNNERS,NOT LIMITED T0; C RS H SHA FTWALL AFTWALL DETAIL LINER, A° WALLBOARD AND FASTENERS. CH STUD 13MM WALLBOARD SHIM PLAN FOR MULTI PANEL FRAME ASSEMBLY 51MM STD HOISTWAY FRAME IN 89mm —, 213MM38MM MIN. CH STUD SHAFTWALL DETAIL "B" (STRIKE COLUMN) FOR 1-112 HR 'B' a AM law owwr� LABEL MINIMUM FRAME WIDTH '�""a�'"""'�:� a"m"°"" MAXIMUM CLEAR OPENING HEIGHT = 2743MM � V r 147585 ` } it I ar4. <Q� �aN; tI �rn I I �I _ T 0,4 t it I it it • �� h c ;�•s !ram o - j� `i �;��I � � r I-1. �m'° �" t � j .0 rq C Ir�'il t I ! r L j -+ J i E I {f ice ` ' E � _— N S !qq if "=s ,..+.w_...:.c`.��-�.•:.�.•---�--}-'-- A _ _ --__.,...I!\ G-:---' �, i I } 5 L�I �%\ T�.. O U (r !r`,I I } 'p 'tc B;i ,l �! 1 I I- r .��-�� �- ff,'4 I _ .q'I F t, �jit � �I;: pp Z I 1 -.1FEE ail Ir J wr it % ftL �TU n o z : •9 + t NOTES CAB WALLS 3/4'PARTICLE BOARD CORE WALLS.EXTERIOR FACED WITH A 1/16'LAMINATE BACKING SHEET.INTERIOR FACED WITH PLASTIC LAMINATE AS SELECTED. 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 AS SELECTED. THE CEILING CONSISTS OF WHITE TRANSLUCENT PLASTIC PANELS AS REQUIRED. LIGHTING FLUORESCENT LIGHTING DIFFUSED THROUGH A CLOSED WHITE ' 84"PLATFORM TRANSLUCENT PLASTIC GRID. FRONT RETURN AND TRANSOM 80 3/4"CLEAR INSIDE 1 5/8" COLUMN TYPE SWING. STAINLESS STEEL W/#4 BRUSH FINISH 41 1/2"DLP PANEL ` 1/2" CAB DOORS 1 HOLLOW METAL REINFORCED AND DRILLED FOR DOOR OPERATOR.INTERIOR IS STAINLESS STEEL W/#4 BRUSH FINISH. CAB BASE - BAKED ENAMEL HANDRAILS 1 1/2"DIAMETER STAINLESS STEEL#4 CONTINUOUS RAIL. FAN TWO SPEED EXHAUST. SEE DETAIL"A" EMERGENCY EXIT W TOP EMERGENCY EXIT PROVIDED WITH CARTOP EXIT SWITCH. TOP EXIT TO BE EQUIPPED WITH A S-PIN LOCK. Z PROTECTION PADS PROTECTION PADS TO BE SUPPLIED. 0 V 3 PAD BUTTONS iv 2 4 PAD BUTTONS TO BE SUPPLIED. CAB SILL EXTRUDED ALUMINUM. CAB FLOORING SWING RETURN FLOORING BY OTHERS. CAR RIDING / LANTERN GO -�3'�+--- 42"CLEAR OPENING 12 1/8" 22 1/8" --� Imo— 1 5/8' 31/8" DATE SYM. REVISION _ BY DESIGNED:PERASMEA77:1 DONOTSCALE_THIS:DRAWING: FOR 615 MAIN STREET i ELEV# LAMINATED PLASTIC CAB DESIGN ADDRESS: ONE SPEED LEFT HAND DOOR AT FRONT CITY: HYANNIS,MA 02664- ARCHITECT: GENERAL CONTRACTOR J ELEVATOR CONTRACTOR ASSOCIATED ELEVATOR CO.INC S.YARMOUTH MA This drawing and all information thereon Is the Proprietary Property of VERTX and must not be node public or copied.This draWtng Is loaned subject to return on demand and b not to be used directly or Indirectly in any manner detrimental to the Interest of VERTX - - ' ET4178 _ - vertx .mvwar arnr,�mruu�ta.".m. OWN I DATE ISRANCHI JOB NUMBER I DRAWING NO. REV. BHEET NO. MK 1 06/03/04 1 E-T ET4178 CB41781 1 OF 4 e A N I O � V \- / z z J U Z W ❑ a.w O ir SWING w RETURN a m V O � v ww °D ❑ ❑ z z M co rn co m 4 5/8' O LL 1/4" W 1 1/4' z 2 1/4" LL I r I A r ELEVATION 1 SECTION A-A iu J F W C �— 1 1/2"TYP.AT FRONT AND REAR" I —+I — 1 3/8"TYP.AT SIDES I I • • • • • • • • • • O I � I m r m ❑ ❑ a a O z 7/8"PANEL 7/8"PANEL J_ W y U Q W w oil cn a VENTILATION AS REQUIRED PER ASME A17.1 CODE a. a o (SEE DETAIL F) m .Z EFOR: BY R } J - I6MEDPER ASMEA77.1 DO NOT SCALE THIS DRAVANG 615 MAIN STREET JELEVO 1 aa m rp O> 1' O Q ADDRESS: (J .� LL CITY:HYANNIS.MA 02664- J u� ❑ ARCHITECT: F � OW GENERAL CONTRACTOR ❑ _ Z O ELEVATOR CONTRACTOR ASSOCIATED ELEVATOR CO.INC W LL F .S.YARMOUTH,MA W. N - FO This drawing and all Information thereon Is The proprietary property of VERTX and must r • N r not be made public or copied.This drawing Is barred subject to realm on demand and is 1 co I not to be used directly or Indirectly In any manner detrimental to the Interest of VERTX. - I I ET4179 I r C r V _ . ert - ELEVATION 2&4 SECTION g� ELEVATION 3_ SECTION C-C X.,0,hMnfTh�—K.ipp°e x P1 r RIGHT SIDE SHOWN - DWN DATE BRANCH JOB NUMBER I DRAWING NO.IREV. SHEET NO. - LEFT SIDE OPPOSITE MK 0&03I04 E-T ET417TT CB41762 2 OF 4 \ . . . . . . . . . . . . . . . ------- ----- ------- B $ Q . \ m H � q § . m § n . . y . 7 7 / § b / § § . 2 m cn W 1 ° k�2 . —————— ----- . 51 ,7 O.A.DEPTH(CLEAR, S,INSIDE) ` �. . . � . n � B 0 � k § m n I § §i7 § $ § § / m Ef m2m % o #! § R7 § k \ A . � �& ■ 2 #f� J m2 ) % § per I { 2 2 % $ CIE 2 � . 9 k I co la X i E.� R ; 2 2 !!■ K f ; #m"O.A.DEPTH I3 a { 2 ar ) m - . _ � NOTES ,,,.. 2" 2" . ' �^` THIS FRAME HAS A 2 HOUR WARNOCK HERSEY LABEL. FACE FACE , FOR DRYWALL DETAILS,SEE DRAWING#147585. 3'-6"CLEAR OPENING ALUMINUM SILL TO BE SUPPLIED. _ MAXIrv1UM WHEEL LOAD FOR ALUMINUM SILL IS 1400 LBS. FOR FACTORY USE---TRADITIONAL ENTRANCES. � 3/4" - ^g^ _ � T , SILL LINE 3 1/2" 3 3/8" 1�5"►1MIN. 1/8" DRYWALL TYPE FRAME ' 2 LEFT HAND REQUIRED AT FLOOR 1-2(FRONT) • , 'I } 2 1/4" 9 7/16" POCKET w INTERLOCK KEYHOLE 3/4" � 1/8" .. , I S . W o F o° , z x i o LL w w - � a0 = � W � p � ' � � O FINISHED 5" I� WALL � LL � SILL LINE MIN. LINE �. � � _f " O � ENTRANCE ELEVATION 2"DOOR o iv io TO SILL � � cO ONE SPEED LEFT HAND DOOR 8 ENTRANCE ELEVATOR 1(FRONT) 1 1/4"DOOR � • 1/4"DOOR y. TO FRAME . �f _ ._.. - — —•--. DATE SYM. REVISION .,,, ..gY._:_ __ _ _._—. __. ��--DESIGNED�PER ASMEA17:1 � � DO NOT SCALETMI3 DRAWING � � - . FOR: 615 MAIN STREET ELEV A 1 � - • � ADDRESS: t CITY: HYANNIS,MA 02684- - i • � � AR HITECi: - GENERAL CONTRACTOR: � - - ELEVATOR CONTRACTOR: ASSOCIATED ELEVATOR CO.MC - 16 GA. SILL SUPPORT This drawing end all lnfonnatlon thereon Is the proprietary property of VERTX and must BY ELEVATOR COMPANY na be made Public or copied.This drawing is barred subJed to return on demand and is - MIDDLETON � � � not to be used dhec0y or Indirac0y in any manner detrlmentel to the - ( ,� interest of VERTX ,t - FLOOR WALL TYpE � Erat7e a " SECTION WALL SIZE(FRONT) WALL SIZE(REAR) OPENINGS AT FRAME FINISH DOOR FINISH Vertx y FRONT REAR FRONT REAR ACTUAL MIN. MAX. FRAME ACTUAL � FRONT REAR MIN. -MAX. FRAME FRONT REAR FRONT REAR "®`m°"°�'"Y"""'�B� 1d DRYWALL 31/Y 31/4' 33/4' 8' Q Q DYVN GATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. I .. 2. BIE � B/E BR OS/2y0q E-T ET4178 EN4178 j �' i PLATFORM EDGE tt4 STAINLESS STEELJuuz - HANDRAIL FINISH oFSIDE �1 1/8" 2 1/16" 1/16" 1 1/2" 1 9/16' FACE SIDE g WOOD CORE CLALL . . • ' ' BACKING SHEET •• • • 51/8" .••• ..• FLOOR MOUNTING :-.. 7/8" 3/8"FINISHED FLOOR ANGLE HANDRAIL,SPACER AND WASHER 1 5/8" SUB-FLOOR LINE DETAIL"A" DETAIL"C" DETAIL"D" (TYP.CORNER) (TYP.FLOOR MOUNTING) (TYP.HANDRAIL AND ATTACHMENT) MOUNTING ON SIDE ' WALLS ONLY — • SIDE WALL � II 111111 '•' CEILING GRID , SEE PAGE 2 CEILING FRAME •� SEE PAGE 2 FOR HEIGHT ABOVE FLOOR ' DETAIL"E" (TYP.CEILING MOUNTING) DATE I SMY REVISION BY DESIGNED PER ASME A17.1. DO NOT-SCALE THIS DRAWING' - FOR 615 MAIN STREET- ELEV# 1 14 3/8" ADDRESS: 131/4" .563 Cm:HYANNIS•MA 02664- 7 3/16" 1/4"x 3"SLOTS 07/32" ARCHlTECT: (27 TOTAL) (2 HOLES) GENERAL CONTRACTOR ELEVATOR CONTRACTOR ASSOCIATED ELEVATOR CO.INC 1 1/2' S.YARMOUTH.MA —1--' 3" This drawing and all Information thereon Is Mre Proprietary properly of VERTX and must y ` 1 not be made public or coplad.This drawing is bared subject to return an demand and is not to be used dhBCUy Of Indirectly In any manna detrimental to the Interest of VERTX. 1/41 3 3/16" ET4176 (gyp.) (TYP•) J UNFINISHED FLOOR f Aversim 1 DET_ AIL"P. . •mvwaraThY w KMWEmW (TYP.VENT DETAIL) OWN I DATE BRANCH JOB NUMBER DRAWING NO.IREV. SHEET NO. MK I 06I03M4 I E-T ET4176 CB41784. 4 OF 4 LEFT HAM PANEL , ' ® LAGO PLAIN '�{��senlCru 5'X11N PLATETOMATCH FACEPLATE Wm1BLACK '•'7� PP TEXi/WD BLUE GRAPHICS.MECHANICALLY FASTENED . I Elevator FROM BACK SIDE 15.250' - ' 0ow P09RION MdGTOR v 4 7/8•X 1 12'WINDOW THAT CONTAINS/LLPWMBIMEWC 00Go DISPLAYS.DESIGNATIONS WILL ILLUMINATE RED- ." EMERGENCY LIGHT • • {718•X 1 3/e'WINDOW MADE OF P-4 PLEXIGLAS. EMERGENCY LIGHT WILL LIGHT CLEAR MASSACHUSETTS FIRE KEY KEY 43502,562 DIA CHROME LOCK CYLINDER PER ® FIRE OPERATION MASSACHUSETTSFlREMANSCDDE 3116'HIGH RED FILLED ENGRAVING AROUND SWITCH. _ When flame Inddevat0f CAR OPERATING STATION ••� � To operate Car h sfflt key MxI tlm h1 MN. FIRE 81GNAGE PLAQUE . Press desired Wtton. ___.".A".A 6.900•WIDE WITH PLASTIC MATTE FINISH.BLACK - TOcaeoel Prase"CALL CANCEL•Wlhn BACKGROUND,AND WHITE TEXT-TIRE OPERATION TO BE 250'HIGH,ALL floor selacdon OTHER TO BE.160'HIGH.FIRE HAT TO BE RED IN COLOR PLAQUE TO BE ® ^• ® TO Close 74- Press end hold MOOR CLOSE'Wlbn. ATTACHED WITH ADHESIVE BACKING. openewIEYSWITCHES ® ® To open Poeer- Press and hop MOOR OPEM buflmr. THE KEY SWITCH CONSISTS OF A CHROME KEY CYLINDER MOUNTED IN § �door I V4•DIAMETER BEZEL THE GRAPHICS FOR THE KEY POSITIONS ARE $ ® ® To hop Car WO doors open,tam key to 4td,D". PAD PRINTED ON THE SURFACE OF THE BEZEL AND ARE COLORED at floor WHITE.THE BEZELS ARE BLACK EXCEPT FOR THE FIRE SERVICE WHICH � g OO To autanadmlly seM TM key b•OFF•. IS RED. e of m regA floM ENERGENCY RETURN JEWEL/CALL CANCEL BUTTON O - THE EMERGENCY RETURN JEWEL CONSIST OF A 1 1W DIAMETER RED _ FIRE OPERATION HALO WITH A 1&1S'DIAMETER WHITE ILLUMINATING JEWEL WITH RED FIRE ®®®® HOLD HAT LOGO IN CENTER THE CALL CANCEL BUTTON CONSIST OF A 1 1/4' DIAMETER RED HALO 8 LOGO WITH A ISMS"DIAMETER NON41.1-UMINATING 00 ® O OFF ON BUTTON. ALARM AND FLOOR BINTT'OIIS Q THE PUSH-BUTTON CONSIST OF A 1 114•DIAMETER BLACK HALO WITH A 41- 15H6'DIAMETER 1AI9TE ILLl1MINATiNG BUTTON. Iaxr orr DOOR OPEN.AND DOOR CLOSE BUTTONS ®A ®S �: THE PUSH-BUTTON CONSIST OF A I I/4'DIAMETER BLACK HALO WITH i' 15r16'DIAMETER NON4LLUMINATING BUTTON. r�s _ BRAILLE PLATES 1 12'DIAMETER CAST PLATES WITH WHITE CHARACTERS ON BLACK CAR RIDING LANTERN i� BACKGROUND.MEETS ANSI Al 17.170%CONTRAST REQUIREMENTS. Fp ,�• •..I ® a® MECHANI CALLY FASTENED FROM BACK SIDE INCLUDES ARABO OR FACEPLATE:11 GAUGE METAL TO MATCH FINISH OF RETURN. N.EIJ.DESIGNATIONS AND BRAILLE .d �'� mrZ` ssN°` SWING PANEL LANTERNS:WHITE LANTERNS I PLASTIC LENSESIN ICATET 117,EDIRECTIOTOFTR O. VE FACEPLATE.LANTERNS ILLUMINATE TO INDICATE THE DIRECTION OF TRAVEL Q Op LANTERNS WILL ILLUMINATE WHITE. MECHANICAL FASTENER WHITE CHARACTER, AU INTERIBLE NAL CANAL BLACK BACKGROUND AN INTERNAL CHIME SOUNDS SIMULTANEOUSLY WITH ILLUMINATION OFALANTERN. AND BRAILLE SOUNDS ONCE FOR UP AND TWICE FOR DOWN. p�I T LOCATION;RETURN 2S TOTAL REQUIRED:1 Q T CUTOUT MOUNTING DATA-CARrKro.LANIEWI gbg 1 O FACEPLATE:{.000'Wxf0A-C W/I INGa 6.000.0.G y g 1 BOX 71 3.37vW x 8.888 x 250061)(WHEN REQUIRED) IS CUTOUT:3.600'W x 8.813'HH 8 • z ", OF�l »� Q O BRAILLE PLATE MOUNTING D DATE SYM. REVISION BY P•. F:2 DESIGNED"PER.ASMEA17.1 DO NOT SCALE THIS DRAWING . FOR_815MAIN.STREE7 ` •_ .--ADDRESS[ .... -. SG CITY:HYANNIS,MA 02884- • N ARCHITECT: -CAPACITY PLATE - GENERALCONTRACTOR O ELEVATOR 1 4 31C X 1 19•PLATE TO MATCH FACEPLATE ELEVATOR CONTRACTOR ASSOCIATED ELEVATOR CO.INC WITH BLACK TEXT. AN FASTENED CAPACITY 25W LBS. FROM BACK SIDE " This drawing and all Informafbn thereon is the pmPrietary Property of Vertx and must not be made public or copied.This drarMng Ls loaned subject to retum on demand and Is not to be used directly or indirectly in any manner delTlmental to the Ntefed Of Btu • Ong PNONE VerbL EO ALL HELP IP II ® ;, INL ID CA JEWEL I PUSH FOR AND BUTTON RAISMOUED S BO IN A BLACK -- I�L WIIP�III� O^ � INLAID WITH BRAILLE AND WHITE RAISED SYMBOL—d7 Ei4178 QA H BLACK L 1 ER DNA.BLACK NALD LEA RCAP FOR WHIE BUT,ON xv_ ve rt x N .; 2••• £_••�• "" ��NIRIICATIOR.MAN MANDATED��BI N.-0�UI TO MEET THE A17.1.2000 CODE,TR 814M 91?LXA SPEAKER PATTERN AND CONTROLLER TC 181�A0lE5S STEEL V1T M BRUSH FltISH 0 COMPLETE PHONE,ALL INSTALLED BY TIIYSSENKRUPP,MIDDLETON a division of ThyssenKrupp Bevator STATION,MAIN ED:1 DWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO.TOTAL REQUIR ' C PA08/02/04 � E-T ET4178 CM4T78 1 OF 1 L z HALL STanoes FACEPLATE TYPE:VERTICAL ' FINISH.11 GAUGE STAINLESS STEEL W!d4 BRUSH FINISH ' MTG.HARDWARE BUTTON HEAD SOCKET SCREWS r KEYSWTTCH FINISK CHPDwE - CUTOUT MOUNTING DATA-HALL STATIONS FACEPLATE:9 U2TBB.80mmpx 9'(928.BOmey1 WITH 91lC _ MM HARDWARE AT?9NB'(1B2.SSmm)O.C. (I18.801rxnl BOX 2 9M'(68.85mm)\Y x B'PO320mm)H x 2 lM69.5emm)D CUTOUT:2 718'(79.03m YW x B IAI`CM.9enxn)H CUTOUT MOUNTING DATA-HALL STATIONS Op FACEPLATE:3112'(S&SOmm)Yx 16'T8B1.00mm)H WITH - MtG.HARDWARE AT 19 9NS'(3X9Bmm)O.G RREFIGHTERT BOX 2 9!1•(BB.85mm)Wx 14VM.Somm)H x 4(101.SOm)D OPERATION CUTOUT,2 718'(79.D8mm)Wx 14 I/SVS&78mn)1 TORECNL EMERGENCY MEDICAL O MT1 IE'YSWITCH ELEVATORS 7!S'DNA.CHROME CYLINDER(2 POSITION} N EU FIRE HEY GRAPHICS AROUND CYLINDER TO BE WHITE ANDNPN TO'OI' 3 U2' - - ON A BLUE SPACER DISAPPEARING COPY FIRE RECALL [88.90 1x1 - JEWEL WITH BLUE BEZEL TO LEFT OF KEY. OFF BUTTONS 1 1!4'CIA BLACK HALO AND 16116'DIA RESET O ON 0 WHITE ILLUMINATED BUTTON WITH SUS' p - HIGH BLACK ARROW FILE SERVICE x BHS'DIA.LOCK CYLINDER PER MASSACHUSE TS �- FINEMANS CODE MOUNTED IN FACEPLATE. KEYSWTCHES - 1 114-DUL BLACK BEZEL WITH WHITE. LETTERING.(SPRING RETURN) FIRE SERVICE SIGNAGE ® e AN APPLIED RI.ASTIC PLAQUE YVRH WHTE a!e RAND LETTERS ON A RED BACKGROUND 2 G O a®A O p TOTAL REQUIRED:1 TOTAL REOLnREb.t AT FLOOR:1 AT FLOOR 2 ELEVATOR NO.:1 ELEVATOR NO.:1 i I i --OSMON INDICATOR n FACEPLATE GATE BYM.. REVISION BY ., TYPE:HORIZONTAL DESIGNED PER ASME An., DO NOT SCALE THIS DRAWING FINISFL STAINLESS STEEL W!14 BRUSH FINISH �. • ' mm.HARDWARE BUTTON HEAD SOCKET SCREWS S• P081TION INDICATOR 1228.6W.4 FOR 815 MAIN STREET ELEV p 1 ADDRESS: THE 0L9PLAV E A 4 7/8'W x 1 1I271 WINDOW THAT CONTAINS DISCRETE DOT MATRIX CITY:HYANNIS,MA 02584- DISPLAYS THAT ILLUMINATE RED. ARCHRECT: CUTOUT MOUNTING DATA-POSITION INDICATOR GENERAL CONTRACTOR FACEPLATE:WAR AT T 3 WITH ELEVATOR CONTRACTOR ASSOCIATED ELEVATOR CO.INC MTG.HARDWARE AT 7 9N8'O.G Irm BOX Bwx t Vxz 2 8'H 12 O _ TTde dtawhg end 9H Fbmmtbn„x—Is Me pmoftry pcp"d Veft mM mmU CUIOUf:etAl'Wx97/e'H not be made"Io w coOW.Thb droMrig b barwd wbpdto mwm an delrrerM and .. Isnutto be Im84 dire"arkKthcdy k1 any m rdeftnwW to the kdereetd Veft ET4178 vertx. TOTAL REQUIRED:, . ATFLOOR 1 edMsbld7M1yesaiKruFP Elevator ELEVATOR NO.: 1 I'. DNM OAIEISRANCHI JOBNUMBER DRAWINGNO. REV. SWETNO. 1 9 PJL OBN2M4 I E-T ET4178 HF4178 1 OF, S C- MAIN I MAIN OFF SITE PARKING REVISIONS: E� . STjgEET 20p SCR N0. DA,.s. DES(;. ► Z LAY®UT PROPERTY LINE TO PROPERTY LINE: 249' �O � - I I RESTAURANT MAIN ACCESS TO TOWN ALLEY WAY- 289' - I - 95.1 N/F RESTERAUNT MAIN ACCESS TO FIRST PARKING SPACE: 451' LOCUS - 95.3 I 95 2 COMMON WEST NOMINEE TRUST - ► 95.0 X DEED BOOK 11941, PAGE 006 ASSESSORS MAP 308 - ► PARCEL 119 (n 1p 1�5.4 X UPL AIR COND. UNIT TO � ► 95.3 BE ELEVATED TO ALLOW m vL WALK UNDERNEATH. M Z M ► 95.7 aw FDC A/C S 0007'11" LOCUS MAP 94.1 X� ARCHWA'Y GMET VERHAN W 136.27' DP O TO BE 93.97.2' 1" = 1000't a REMOVE w I - � RD � i � � I 9. .5 X �•''.,, . CONCRETE � �n a BOUND FOUND EXIT A PROP IP A. HELD FOR LINE FlELD PROP X 93.1 OPOSED "�`" o, No.3fW9 �- ► c� 6.7' OSED 2nd LINTS �,,,R�'q"'�*.. a 1 STORY DECK -93.3 N/F N/F I z 3 DP A GRASS............ `DECK PR X 92.5 N COMMON WEST NOMINEE TRUST JOHN F. HOGAN TR1P OP®SED S DEED BOOK 3993 PAGE 180 �1D FULL PROPOSED DP 'E- LIMITS OF p pROPOs'''`^'"'•. •,.� 0p 01'53" DEED BOOK 11941, PAGE 006 PA )SE" 6 IN 70.7 ASSESSORS MAP 308 ASSESSORS MAP 308 z I 3 BASEMENT NEW EXIT \ ISTING DON�Vs NT ODE PA 6 PARCEL 280 Q I w UTS DIP gE X 92.1 VMENT PARCEL 118 1 a o co \ MAINTAINED �' '"*�., L.C. BOUND g" d I 00 \ \ \ \ \ \ -�[ DP 0.11 IN ST. ► f ,00► \ \ \ \ \ \ P 9. •4 S 0p'12'17$ E 0.03. WEST PR ESSIONAL LAND SURVEYOR DATE 6' --__ \ \ \ \ \ \ \ \ \ \ �'--- A _ 190 " HELD I \ \ \ �\ \ \\ �\ \\ \ \\ \ \\ \ BULKHEAD D PRSJP. o I i 27 1 !n z n \ \\ \ \\ S rEPS z I zo EXIT Z I 2 I cq Q o 3 / \ - \\ \\ \ \ \ \\ \ \\ \ I ENCLOSED U 97.3 PLAN OF w z ' = z , A _ \ ► I DUMPSTER c o o RIDGE x/ / a '1" -1- \ \ \ \ \ \ I / i o r- a Q LINE c.> / _.�L \ \ f �c 00 t° LAND w a oz / / o _" ,� /�� ,� 2/3 STD EXISTING '\- \ \ ►' 1 AI w / / C TOR wo(�p �'- 6 5 MAIN STREET ► I ,� , / \ RA WL/SL / BRICK ' - 1_ I PROP. w o Y gLoc AB/FULL BUILDING IN I w o P' K W'AL FQUNDA DONS / ELEV. �n tt PROPOSED -� �- z / h J 6,0 - a -.,., ` N�� LOT 1 � ► 4 �.. < 95.3 x ' HYANNIS I o CATCH ,� 3 1 o BASIN ,� nw / I i EXISTING BUILDING COVERAGE 15, 396± S. F. -� --- -_ C7 MASSACHUSETTS DOWN SPOUT TO / .�___ , o• FULL (BARNSTABLE COUNTY) I o a TIE INTO PROPOSED 6 5. 1 % COVERAGE ! / _ `� // 7 v CAPE BANK /'� / / T 7 Y BASEMENT 3 W CERT. 109369 ► L.�,J � W NEW TOWN DRAIN / // / / , / - �, o I v o LINE. TOTAL AREA 2 3, 6 3 5± S. F. , ?- Y Y ASSESSORS MAP 308 I � I � � 05 � / / / / / �i� a z PARCEL 122 I � 4� m z PROPOSED i f-- i ..," ._,,., ,,- PR SLOPED ROOF 1 jII /i'/ !'/'' '�� r/ / �� A PLANTING PLAN z OPOSEp / / , , / \ Y R LINE EXIT rr ► A 7 T / / / ! 1 O LI' ► o a ROOF i / // / st FLOOR I BRILL ---°R LEGEND w I o ► UPL R=19.95� I i I -1__ _ 1/ ///, �, //// BU'bDING LIMIT HOLE C�NE MA_ N �, ► 6.2 L=25.72 I I I I _'�" - / // / S 1 "'-►• I o XIT DEL.=73'52'00" FOUND I I I I // / --Lam_� PROP. 50.9 X SPOT ELEVATION ► ct' w <"y TAN=15.00' __ I ( I / OVERHANG P. / C.B. ® CATCH BASIN (1924 LAYOUT) ( ( I ► / / "'"""^�►- COLOUMN DMH ® DRAINAGE MANHOLE 1 o I 9�n ( I I I / / / ....,,_E UP SMH ® SEWER MANHOLE w PROPOSED PROP. I / / oco / �.,, A P ENMAN�'�*� 95.5 TMH ® TELEPHONE MANHOLE m � I ` ENCLOSED EXITI I I / / .hro h�� / E �`� LP LIGHT POLE ► �a a I DUMPSTER I I ► / / SE OND 9�-8 UPL- UTILITY POLE LIGHT a I GMET I / N 0126'25" ,�� ^,' ' S Y BITUMINOUS ,[ / ► > FULL / 2 IT PAVEMENT CIS UPLT UTILITY POLE / LIGHT & TRANS. PL TER A EXIT ONLY 3.11 EXIT // UPT �j UTILITY POLE / TRANSFORMER \ \ 0 BE REMOV BASEMENT ► CONTROL \ PLANTER .�- / _ 2nd /STOR A GIVE // .o UP UTILITY POLE I 94.6 BOX UPL --I �'1 '� 24.0� Y OVERH f 00 -O W - OVERHEAD ELECTRIC LINE 494.2 O \ l �cjs n.I ANG I Jr\ \� \ E � rO�Q/Ck / o , ,�l r // / o EHH ELECTRIC HANDHOLE k 9 WATER GATE ► ` \ X 94.8 T OF c0\�r \ Rt�' 0,� l I oILU/ PROPOSED 4 / N Y ? / 95.5 _ W_ WATER LINE ► ` `� NCR�,e rV`4�k \ qN� / / c� o N OIL / WAT / �/ \ (9y C 0�00� 16.3=- 95.5 G GAS LINE ► -_ 94.6 95.1 RELOCATE / 3x8 ►/ a,� � SEPERA 0 Lic / / OF A Fiy�, F �` � GAS GATE ► 94. CATCH - ''�-- FWq�k •� �CF EXIT �mc; of / 19x9 gRpy !/ryF q ►-,, • GMET GAS METER �'' I �` 94.9 N --j W144)BASIN O DP DOWN SPOUT N 9 Ap ..V l �Q� EXISTING 2 1 2 ST. /�� 0 FDC FIRE DEPARTMENT CONNECTION �`34'SO4 GS VOT / L WOOD BUILDING L I PREPARED FOR: ► H' �� �� - F P � / / � �� ON CRAWL SPACE / -'..,r ' �cA ACCESS/EGRESS LIGHT I \ \ / / \ �' / 96'1 / �'� �B PARKING/FLOOD LIGHT Mr. JOHN J. HYNES a � ? � / � / � / 512 MAIN STREET ► 1159, / 24.0 / 3 LOT 2 (SEE LIGHTING PLAN FOR EXACT o c \� / / �o LOCATIONS.) WEST YARMOUTH, MA ► �- X � • .,� i PROPOSED 5 4 I x 94.1 / PLANTING BUFFER / .o N/F .5 / 02673 l \o S �\\ �' \ VALERIE 0' CONNOR A // PARKING CALCULATIONS I N N \�� / / 0 �. DEED BOOK 14829/301 / / / I �� / o +/pR B ASSESSORS MAP 308 / / oQ' GRA L / EXISTING I m D OA PARCEL 120/001 95.1 PARKING REQUIREMENTS. 325 SEATS (109 SPACES REQ.) 4l�94.1 = \, X CV OS\�. / / PARKING / ;i,-n,9 B S C I Z� 94.4 ` Re CAI 94.4 94' / / / /// 22 REST. EMPLOYEES. 11 SPACES REQ. 6 0 wV Quo / 18,940t S.F OF RETAIL (94 SPACES) 657 Main Street, Unit 6 / o W. Yarmouth Massachusetts X 93.84, / 1 SPACE PER ENTITY (45 SPACES) I 1\ l / S B / ca // . 02673 `` / �\ - 14. �[ h / 94.6 O;T/ // TOTAL REQUIRED: 259 SPACES. 6 PROVIDED 50$ 778 8919 93.5 3 31. 0" \FDC ^``� / � cl 2003 The BSC Group. Inc. .94.2 / o�e / U PROPOSED PARKING REQUIREMENTS: 297 SEATS (99 SPACES REQ.) _ i / 4 Q / /� SCALE: 1" = 10' 4V C \ \ / 22 REST. EMPLOYEES. (11 SPACES REQ.) 0 1.25 2.5 5 METM NOTE: �� H DOWN SPOUTS AT REAR OF BUILDING �� �'' ��qRj � �\ i �• / 95.1 0 5 to 20 � 1 �4QL 34 y N/F 13 APARTMENTS. (26 SPACES REQ.) DIRECTED UNDER THE GROUND. ���� £ S / 9 \ MOKSHA REALTY TRUST 3.6 N/F Q PROJ. MGR.: C. FIELD CD UTILITIES COMPILED FROM VARIOUS SOURCES CERTIFICATE 149636 TOTAL REQUIRED: 136 SPACES. 26 PROVIDED BETSY CARRAS DIGSAFE PIl;IOR TO ANY CONTRUCTION \\OGF 1924 CATCH RF \ . 1 �� / W / DEED BOOK 7744, PAGE 217 O�� T \ � � � ASSESSORS MAP 308 � o FIELD: D. GAZZOLO E. KEATING F OH, OC PARCEL 121 2 W o ASSESSORS MAP 308 INTERIOR COLUMN AND PARKING LOCATION \� H BASIN Fk/ q o Z CALC./DESIGN: K. HEALY ~ PARCEL 131-1 BASED ON "PRIVATE APARTMENT PARKING '� MFN�, �gYpOrJ ''.,�� C�R�c G, \� "' LGP. 15010-B N DRAWN: K. HEALY PLAN PREPARED BY DAVID OLSON. � �-� �(/T \�. 6S (0 MHB \ 3 UPLT S /43.Op• CHECK: C. FIELD Ld WATER CONNECTIONS AND FIRESAFETY ��, �r• 'n FOUND EQUIPMENT TO BE RELOCATED TO A CONVENIENT �" SO' II, FILE: 8350-BOA.DWG = & HELD LOCATION PER. FIRE DEPARTMENT. A NEW �\ DRILL DWG N0: 5334-10 SPRINKLER SYSTEM IS TO BE INSTALLED AND \, \\ HOLE . MHB � FOUND X 94.5 SPRINKLERS ARE TO BE PLACED OVER DUMPSTERS SHEET 1 OF 1 �` -------------------- _1 • Tu)x4 G/$ Z-7 w 34 4L, Z_z W 2--tw 244.� - - - lr i7 W4r kf r L / X' �� LOS .-- ._____ - '� ►t'(iaRSC,�{� �~ ---,_, � �tJ"�U ht4' 4Fr.3Y'T2t.�Tt.J6�. 1 �N T. 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T r- J ( f-"l ,'�.a �� =6 C T) ' 'S r lA I N tea~'K(• C,-T N 15, f'I, SCALE: �/O"z I -Q' MNPROVM MY: DRAWN SY =%L� O f7 !CJL4- s Ho W N W 1 T!-t DATE J O N r l'- �ew�ED WIN 17,� G Kj L L.E S- EX L--�T! N rj VIOVes cL�fz_ ;-TY t- l F-NS IT r- T;A> ,K-KI hA 4 L�L� w,�oows 8 -voOIZS Nd" Vp �'`nC x►�v �-6, ry ( twz c� 9 I-re or�.� CMAwrw Hum� j ht IELJ L)tJ i TS _T s— 4 IEX i hT• u N+T 6 N / IT �X t4a'T i i Gm>W j ?U R y STa !RS I �Q ! 1 ' 01 cnz:z:;_— ol . lo ol � T - IZ r,+= I�'_Du± �` . IZ•-O�`� IZ - p' IZ .�II IZ -O ENT<`f 7 NE�-J V IJ I T�f. N 01 ON IT 1 i rT7r±1tz �»L TYP CAL J F-27, AAN ly 61�1 E tJ R n— • I , I - t CLR I I Ne , 1 i _ R N j 'r NEW l)hl 1-5-5 � — -- -- ---- r , NEw Zx4 STUV oPt-t - "? hNl�� �`` l W ;'fH Lli"^TIG� ht�i NG $ TOMS �Gtyi_t+-14) fit vC A N ALTC ` C) ! N"t LcRI fJ1� Cam' ,/, 1 5 r1A1 C_- PY1s. tJ W SCALE: I/ APPROVED BY: DRAWN BY '::>Q DATE: Z— 15' G72• REVISED DRAWING NtJMBtR 10 T—F k 9 15 r V% L-L 'b N w 0H rT4 AI 1-10 if ,fit / APPROVED BY DRAWN BY SCALE: DATE: REVISED DRAWING NUMBER PLEASE VERIFY HYDRAULIC ELEVATOR CONTRACT DATA WALL.THICKNESS TYPE: CAPACITY 2500 HLS ELEV# 1 A MIN.OF 3'-6'(OR#-9' AND TYPE AT EACH LANDING WHEN FACING EACH OTHER) SPED: 95 FPM UP 120 FPM DOWN MAX. CAPACITY: 2500 REQ'D IN FRONT OF ALL FLR THKNESS WALL TYPE OPERATION: TC 181 ELECTRICAL PANELS. CAR ENCLOSURE: LAMINATED PLASTIC 2 310 DRYWALL 2"OIL LINE FROM TANK 1 31/7' DRYWALL DOOR TYPE: ONE SPED-LEFT HAND TO 2"SHUTOFF VALVE. PLATFORM THK: 3 3/8" FINISHED FLOOR: VERIFY 2"OIL LINE(.154"WALL)FROM DISC.SW.,(AR LIGHT,ALARM SHUTOFF VALVE TO JACK CIRCUIT WA)ISCA .SW.AND/OR PHONE TELEPHONE: BY ELEVATOR COMPANY Prr LADDER: BY OTHERS CIRCUIT AN.)JCT.BOX POWER UNIT: EP-70 20 HP POWER SUPPLY: 208 V 3 PH 60 CYCLES THE STARTING CURRENT IS ADJUSTABLE FROM STARTING: SOLID STATE sQLOPU: 5065 GLOJ:4855 2 TO 4.5 TIMES THE MOTOR RATED A.C.AMPS. 11 I it THE STARTING CURRENT OF 3 TIMES THE MOTOR JACK MODEL: 2-8 TWIN OVERTRAVEL: 31,TOP 10" BOTTOM RATEDA.C.AMPS IS A NOMINAL STARTING PLUNGER O.D.: 3" WALL THK.25" CURRENT VALUE.(SEE NOTE 6) CYLINDER O.D.: 5.5625" WALL THK: .219' NET AREA 14.14 SO IN TOP GUIDE RAIL BRACKET TO BE INSTALLEDAS REQ'D.ABOVE BOTTOM CAR RUNBY: 6" 1 CAR BUFFER STROKE: 21fr FINISHED FLOOR IN OVERHEAD. BETWEEN PIT FLR.&CAR BOLSTER ON COMPRESSED BUFFER: 2'-41m" SUPPORT TO BEPROVIDED BY GENERAL CONTRACTOR. BUFFER REACTION(TYP.AT EACH BUFFER)= 6302 LBS. EST.WORKING PRESS. 394 PSI i CAR S=3.27 FORMED i I S=5.09 FORMED I-J S=1.38 FORMED 0 FRAME I=9.82 CROSSHEAD I=20.38 BOLSTER 1=2.17 STILE 2'-10 = ? A=1.85 7GAx6N212" A=2.21 7GAx8'k21Q" r=1.009 t=10GA W THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION �� z .. o IS COMPLETED,AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT- MCI) 0 Q 1. A PLUMB,PROPERLY VENTILATED HOISTWAY(ACCORDING TO CODE AND SIZES SHOWN). g 2. ADEQUATE SUPPORT FOR JACK,GUIDE RAIL BRACKETS,AND BUFFERS(FOR O I r�i j=w O�= i� REACTIONS SHOWN). z_ - ------ _ _____ ___ _ zo m 3. HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL HOISTWAY I M ENTRANCES,SILLS,HALL FIXTURES,OIL AND ELECTRIC LINES. I 4. PIT LIGHTS AND SWITCH,CONVENIENCE OUTLETS WITH GFCI PROTECTION PER NEC,PIT LADDER M I I to a v N z_ PER CAR(ACCORDING TO CODE).NOTE:MUST BE CLEAR OF ALL ELEVATOR EQUIPMENT. WQ I m{W 4V 5. DEDICATED 120 VOLT,I5.AMP.SERVICE,ALONG WITH TELEPHONE CIRCUIT WHEN REQUIRED,TO TERMINALS OF EACH REQUIRED CONTROLLER(AS LOCATED ON PLAN VIEW)FOR THE FOLLOWING: z I— CAR LIGHT AND ALARM CIRCUIT WITH GFCI PROTECTION PER NEC a Uj z N I I w w w 1/2" -GROUP CONTROL WHEN REQUIRED N ado O b I Z ¢>O 0 I NOTE:IF STANDBY POWER IS SUPPLIED TO ELEVATOR,CAR LIGHT AND ALARM CIRCUIT AND r 0O i J O a<r; r. 6S" i GROUP CONTROL SERVICE MUST BE STANDBY POWER BACKED. z I w O U ° HEAT LOAD IN MACHINE ROOM DUE TO ELEV.EQUIPMENT=9170 BTU*R 6. BRANCH CIRCUIT CONDUCTOR SIZING,MATERIALS,AND INSULATION(INCLUDING BRANCH GCUIT 20 I I U L"J Q MACHINE ROOM PLAN OVERCURRENT PORTECTNE DEVICE)TO COMPLY WITH ALL LOCAL ELECTRICAL CODES. a LL F w FIN.FLR * 186 AMPS STARTING CURRENT WITH A MAX.ALLOWABLE VOLTAGE DROP OF 10%. FINISHED FLOOR 2 III r0 z = 91 AMPS FULL LOAD CURRENT WITH A MAX.ALLOWABLE VOLTAGE DROP OF 5%. LOCATION:ADJACENT AT LEVEL 1 62 AMPS RATED CURRENT WITH A MAX.ALLOWABLE VOLTAGE DROP OF 5%. `-7 BRANCH CIRCUIT DISCONNECT SWITCH SHALL BE SEZED FOR: 175 AMP NONTIME DELAY FUSE OR 125 AMP THERMAL CIRCUIT BREAKER OR POWER REQUIREMENTS STATED I 110 AMP DUAL ELEMENT TIME DELAY FUSE. IN NOTE 6 _ BASED ON 208V,20HP VERIFIED BY: NOTE:ALSO,A FOURTH WIRE OF SAME SIZE AS THREE PHASE WIRES IS REQUIRED FOR I GROUNDING PURPOSES TO MINIMIZE ELECTRICAL NOISE INTERFERENCE GEN.CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC.CONTRACTOR I 7. AN ENCLOSED MACHINE AREA(ACCORDING TO CODE),WITH ADEQUATE LIGHT,HEAT, I AND VENTILATION(MIN.50"F.,MAX.90"F.WITH NON-CONDENSING HUMIDITY OF 10.80%), AND SEALED CONCRETE FLOOR SLAB SURFACE MAXIMUM UNSUPPORTED NOTE:MUST PROVIDE ADEQUATE DOOR SIZE TO ALLOW INSTALLATION OF EQUIPMENT,RAIL BRACKET OR LEAVE WALL OUT UNTIL EQUIPMENT IS IN PLACE FLOOR-FLOOR TRAVEL I SPACING=18'-6" 8. ENTRANCE WALL WITH LINTELS MUST BE PROVIDEDAFTER ENTRANCE FRAMES ARE 1 2 1 rrtr ! SEI OR LEAVE A ROUGH OPENING 15" WIDER AND 15" HIGHER THAN THE FRAME NET TRAVEL 10 0" I TOO ILS EN RE CONFORMANCE WITH EL A H TPENING.SEE INSTALLATION HE D LABEL ERES FORNTRANCE INTERFACE CONSTRME-TO-WALL INTERFACE UCTION. TOP O:T. + Y. S. POCKETS IN CORRIDOR WALL(PER FIXTURE DRAWINGS)FOR HALL FIXTURES. BOTTOM O.T. + 10" NOTE:MUST BE LOCATED AS DIRECTED BY ELEVATOR CONTRACTOR �- TOTAL TRAVEL 11'-1" I 10. SMOKE SENSORS(AS REQUIRED). NOTE:IF DISTANCE BETWEEN A =RAIL BRACKET MOUNTING SURFACE 11. CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS(FOR FLOOR LEVELS EXCEEDS SECURITY,LIFE,SAFETY,OR FIRE REQUIREMENTS). MAXIMUM,AN ADDITIONAL GUIDEo o RAIL BRACKET MUST BE 12. PIPE SLEEVES,TRENCHING,AND BACK FILLING FOR OIL AND/OR CONDUIT LINES w PROVIDED MIDWAY. - - &A"CLEAR HOISTWAY AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR. to 4'2" 4'2" a R I T3" BETWEEN GUIDES 1 1/2"_ 1_ 1 1IL 8" T-O"PLATFORM 8" z I 6'4r MIN.CLEAR.INSIDE w g SUMP PIT BYG.C. - CAR STATION:TRADITIONAL FIXTURES,PUSHBUTTONS MARKED 1.2 p z ( DOOR OPENAND CLOSE-BUTTONS,EMERGENCY STOP SWITCH,.ALARMBUTTON, co PRIMARY FIRE SERVICED q O I Q FAN/LIGHT SWITCH,EMERGENCY-LIGHT,TELEPHONE,"BO"I, LOCATEDAT FLR:1 p W/ALT AT FLR: 2 z U I O F __ _ I Y_I w CAR RIDING LANTERN: -RETURN W OJ RAIL FORCES F7 F2 SEISMIC RAIL-FORCES FINISHED FLOOR 1 I MOUNT RAU BRACKETS w w w BUFFER BUFFER � �Qq Q co AT V-W BELOW EACH >~ - ? _ I FINISHED FLOOR LEVEL �y�j z a- 1,�„ 1,3„ F1 _ =_18 _O 0 X wa p _ _ _ i d g w i p � 343 LBS. 195 LBS. F1= 569 F2= 285- x All z 0 ?,a OIL LINE Eo co 2 w JACK(1 YF.) 'n LL � _ CARSTATION- rn S J DATE me REVISION _BY DESIGNDFERASMEA17.1 DO NOT SCALE THIS DRAWING u FACE OF -01/1" FOR: 615-MAIN ST. ELEV# 1 � ---� SECTION VIEWIT, T-6"CLEAROPNG. V-11" ADDRESS: 31l2" 4'3"ROUGH OPNG. V3117 CITY: HYANNIS,MA 02664- NOT TO SCALE 4" 1 T-W BETWEEN CENTER LINE OF JACKS I 4" ARCHITECT: 1 �A �/ PLAN GENERAL CONTRACTOR: HOISTWAY PLAN ELEVATOR CONTRACTOR: ASSOCIATED ELEVATOR 00. SOUTH YARMOUTH,MA This drawing and all information thereon is the proprietary property of Verb(and must not be made public or copied.This drawing-is-loaned subjectio-return on demand and is not to be used directly or indirectly in any manner detrimental to the interest of Verbc. NOTE A.OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE STRAIN. ET4178 _ NOTE B:ALL REAC71ONS INCLUDE ALLOWANCE FOR IMPACT. vertx NOTE C.VERTX TO BE NOTIFIED OF ANY-CHANGE TO ELEVATOR ADivision d7hysseeKmpp Elevator HOISTWAY-OR-MACHINE ROOM-DESIGN. NOTE D:ELEVATOR DESIGN&FABRICATION BASED ON ESTIMATED CAB WEIGHT SHOWN. LAYOUT DRAWN DATE BRANCH JOB NUMBER DRAWING NO. REV. SHEET NO. APPROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT,UNLESS OTHERWISE:NOTIFIED. HMD 05/27/04 HMD ET4178 Of 1781 1 OF 1 160'-6° 134'-6" 46-0" F `) r - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / DECK LINE ABOVE u E ) �_D - - - _ _ � _� - - - - - - - -- �-B - - - - - -- A ) I I I I P j ' 4 j �j — — — — — — — — — —— — — — i 13'-0' 13'-0" 33-16" i t up r q ® ( I I I o 147.9" 11'-2 3/4" m P1'-g• '-1 1!6' i 4 � LOUNGE 4 UNIT-A I r-1o' I I a TOTAL S.F.=1959 S.F. I 4 x ---------- —-— —-—-—-— —-— -- 4-0 -� 2 ) ----- -------- --- ---- --- --- Q— — --- --- --- --- --- --- --- -- I� 10 • ■® ----------- ------------- ------------ -- ---------- r------------ - n z'-1° TYPICAL COL kLL I REV 3 - 1 I � i W/CURBS 8�B�LLARDS i ! $/rj/�4 (SEE STRUCT�1RAL PLANS FOR LOCATIONS&SIZES) I NEW CONCRETE 5112" 13'-S V6' BLOCK WALL AT 4 STAIRS TO UNDERSIDE OF flOOff ABOVE 4•'HIGH MIN.CURB i I I i I PROVIDE FIRE ,9112" 3'-0" • uo c� I I I i BYCODE �( BLOCKINd AS REQ. BLOCKWALLDETAIL q j I i PARKING GARAGE j 4V-43/4" `v I�_ j 5'-91I2' MAIN ENTRY HALL r I i (SEE PLAN BK B.S.C. STAIRS ABOVE N 00 GROUP FOR CTUAL I E q TOTAL S.F.=841 S.F. - L.__ ELEVATOR PARKING LAYOUT) L—__J _____ __ 41'-43/4 I --- I GARAGE i I I I FIRE - - - UP I I i ------------ ------------- -—-—-—-—-—-— DOOR RESTAURANT EXIST.STAIRS _ M - --------------------------------- ------- UNIT-B ----------- 3 ) MTO BE REMOVED ------------ �- � ------------ �— ------------ / TOTAL S.F.=4070 S.F. ■ j 9 I ----- -- --------- ZP 9'W X TH GARAGE DOOR 51/2' 0 2T-11' - SY • I I 4 ■ I BLOCK WALL DETAIL ro I j q I q a j I i I i o NE OF FLOOR M M W i E i i ABOVE — -- --- --- --- ----------- ---- --- — -- - ------------ -—-—-—-—- --_ ■� 4 --- — --- ---- -- - - - -- - - - - - i IN ■ M I OUT 4 Mco 0 •' s i O m I - -- --- --- -- --- - -- I -- -- -- --- ° ---- ---- --------- -- M REV 3 1 < E: �815/04 0--� — M (4)G ABOVE GARAGE DOORS ( 3'W X TH I ~ 9 KITCHEN 8 X 7'H GARAGE DOOR ) I x'W MAN DOOR 9'W X 8'H GARAGE DOOR ( I i gEII'CON 4 g I 6 6 I $ pE kAjZ11 VE TOE NLOCk M sa r6 E Fx/Sr x6c.• 3 _ BAR AREA � REV 3 - 1 8/5/04 x6°" L � THE RESIDENCES AT 615 MAIN ec°. 4 l 615 MAIN STREET,HYANNIS,MA.02601 o SCALE 1/8"=l'-0" APPROVED DRAWN BY D.O. MA DATE 7130/04 REVISED 8/9/04 �)'/I OF fit°. 3•.4•x 6.° ' ,.` DRAWING NUMBER GROUND FLOOR PLAN