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Home My WebLink About0149 NORTH STREET �te,c3. . . c G( - `6G` ��p ��E>c. III f>�v5v,— cl cLO I� J r®r S M E � KEEPING YOU ORGANIZED No. 10230 H163 SUSTAINABLE FORESTRY MIN.RECYCLED INITIATIVE CONTENT 10110 Certified Fiber Sourcing POST-CONSUMER wvw.stiorogrem.or, SFI-01290 MADE IN USA Town of Barnstable Certificate of Zoning Compliance Certificate No. 2021-59 Map 309 Owner of Record Name as of 1/1/21: Parcel 226-001 Address 149 North Street ABRAHAM PETROLEUM INC Village Hyannis C/O PROPERTY TAX DEPT 539 SOUTH MAIN ST Zone HVB Mixed FINDLAY, OH 45840 Overlay AP Water Protection Year Constructed 2003 Property Use: Gas Mart/residential—mixed use Lot Size 0.48 Acres Cert of Occupancy Issued: Yes Area Date Permit Setbacks: 2 Apt. 05/24/2004 #76841 Front Yard 0' Coffee/retail 05/24/2004 #76840 Side Yard 0' Rear 0' Open Permits: SIGN-21-66 Sign permit application under review. Zonin14 Violations: ZBA decisions 2003-879 & 2003-80 allowed 2 apartments on the 2nd floor but conditionally reserved one for the site/store manager. Both units are registered as rentals in violation of the zoning relief granted. The applicant must demonstrate this restriction was eliminated by modification of the existing decision or seek to modify the zoning relief in order to close out the violation. Other Code Violations: No other current violations on file. The Building Division does not receive or maintain information regarding municipal liens. Municipal Liens - Tax Office 508-862-4054 Refer to the Planning Dept.for complete and updated information pertaining to the Zoning Board of Appeals filings and decisions. Property Description: Approval to redevelop the site of 147-149 North St. was granted with conditions by ZBA decisions 2003-79 & 2003-80 on June 10, 2003. The original structures were demolished and construction of a new mixed use facility including a coffee retailer, gasoline sales, and a retail convenience store with two apartments above was approved and ultimately completed in 2004. Reviewed by Title Date: Robin C. Anderson Code Compliance Manager 07/06/2021 �4: CHARLES F. REILLY ATTORNEY AND COUNSELOR AT LAW 1130 TEN ROD ROAD,SUITE F-201 NORTH KINGSTOWN,RHODE ISLAND 02852 TELEPHONE:(401)867-2550 CREILLY@CREILLYLAW.COM FAX:(401)867-2750 www.CREILLYLAW.COM June 29, 2021 Robin Anderson, Building Department °e Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Sleiman 147-149 North Street Hyannis, MA Our file no. 20843 Dear Ms. Anderson: Per our telephone conversation, enclosed please find my check made payable to the Town of Barnstable in the amount of Seventy-Five and 00/100 ($75.00) Dollars representing payment for the Zoning Certificate for the above referenced property. Ve trul yours, Charles F. Re ly BUILDING DEPT. CFR: ap Enc. JUL 01 2021 . TOWN OF BARNSTABLE 149 NORTH STREET Hyannis, MA 02601 , ' X , s e w ° e Name Name this location... Property Owner Name ABRAHAM PETROLEUM INC C/O PROPERTY TAX DEPT Phone Email Address 539 SOUTH MAIN ST FINDLAY, OH 45840 Flags Q ♦Add Fla Print this page Owner Information Map/Block/Lot: 309 6/ 001 Property Address 149 NORTH STREET Village: Hyannis Town Sewer At Address: Active CWMP Sewer Expansion: None planned at this time (subject to change with final engineering design) Road Type: Town GIS Zoning Value:HVB J Owner Name as of 1/1/21: ABRAHAM PETROLEUM INC 539 SOUTH MAIN ST FINDLAY, OH. 45840 Co-Owner Name C/O PROPERTY TAX DEPT Assessed Values Appraised Value Assessed Value Building Value $ 1,675,700 $ 1,675,700 Extra Features $ 2,800 $ 2,800 Outbuildings $ 234,400 $ 234,400 Land Value $ 299,200 $ 299,200 Totals $ 2,212,100 $ 2,212,100 Past Comparisons 2020 - $ 980,900 2019 - $ 994,600 `r' 2018 - $ 988,900 2017 - $ 978,700 2016 - $ 968,400 2015 - $ 940,300 2014 - $ 954,400 701,; - .� 95R 4nn Tax Information Community Preservation Act Tax $ 211.37 Hyannis FD Tax (Commercial) $ 6,527.91 Hyannis FD Tax (Residential) $ 2,175.60 Town Tax (Commercial) $ 11,876.76 Town Tax (Residential) $ 7,045.54 $ 27,837.18 Sales History Owner: Sale Date Book/Page: Sale Price: ABRAHAM PETROLEUM INC 2003-03-03 00:00:00.0000000 16490/0305 $400000 EDSEL LIMITED PARTNERSHIP 2002-04-08 00:00:00.0000000 15025/0205 $1 RACHINS, EDWARD A & SHAER, S TRS 1986-11-15 00:00:00.0000000 5407/0310 $430000 MANES, CHARLES D 1986-11-15 00:00:00.0000000 5407/0308 $1 MANES, MARION A 1985-03-15 00:00:00.0000000 4443/0094 $1 MANES, CHARLES D 1968-01-15 00:00:00.0000000 1388/0665 $0 Photos Sketches kF P.T.o . 27 4 x g AsBuilt Card N/A B21N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story(Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story(Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Construction Details Building Details Land Building value $ 1,675,700 Bedrooms 04 USE CODE 031S Replacement Cost $1,384,913 Bathrooms Lot Size(Acres)„ 0.48 Model^ Commercial', Total Rooms Appraised Value $299,200 Style Ga,MaD Heat Fuel Gas Assessed Value $299,200 Grade Custom Plus Heat Type Hot Air Year Built 2003 AC Type Central Effective depreciation 4 Interior Floors Ceram Clay Til Stories 1.75 Interior Walls Drywall Living Arca sq/ft_�� 5,184_ Exterior Walls Clapboard Gross Area sq/ft 6,911 Roof Structure Gable/Hip Roof Cover Asph/F GIs/Crop Complaint Call Report Printed On:4„0,2020 NAM 163 149 NORTH STREET,T HYANNIS s �oMm Case# C-20-101 Case#: C-20-101 Address: 149 NORTH STREET, HYANNIS Date: 3/4/2020 Owner Info: Property Info: ABRAHAM PETROLEUM INC MBL: 539 SOUTH MAIN ST 309-226-001 FINDLAY OH 46840 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Illegal Dwelling unit,Zoning, Medium Priority Phone Complaint Summary: File shows ZBA decision allowing two apartments, 'one shall be reserved as a manager/employee apartment'. 2 Registered rental units on record with the Health Division. The Zoning Enforcement Officer sent a letter in 2006 regarding a report of four apartments on the second level. No subsequent resolution is shown in the folder. Action History: Action Taken Date Description Fee Inspector Close Case 4/10/2020 property has been $0.00 bowerse inspected by health and fire property is in compliance Two apartments only Inspector Assigned to Complaint: bowerse Filed by: sheas Comments: Comment Date Commenter Comment Date: 4/10/2020 Town of Barnstable 4 d Giangregorio, Robin From: Lt. Don Chase[dchase@hyannisfire.org] Sent: Wednesday, October 18, 2006 8:38 AM To: Giangregorio, Robin Subject: 149 North St '. Y Hi, Fire crews were called to Hess gas station at 6:05 pm on Monday. Grew found a malfunctioning HVAC unit which was shut off. Smoke detector had activated in the south hallway of the 2nd floor. Report states all 2nd floor apartments were checked. Store and property manager were contacted to arrange for HVAC repair. Tuesday am, the crew reported that there were 4 apartments on the 2nd floor. This was followed up by Deputy Melanson and the property owner, Bob Sleiman, of Fall River. It appears that for some time, the owner has been trying to get approvals to add additional apartments on the 2nd floor with no success. He stated that he uses this "apt" when he travels to the Cape. I believe that zoning issued restrictions for 1 of the 2 apartments stating 1 shall be manager occupied. There was no apartment count stated on the fire report, just a verbal message to me. . Neither of the tenants listed below are managers. Thanks Don Nirmal Acharya - tenant - 508-776-7288 Rosario Quiroz - tenant - 774-810-0005 Tom Rudisill - manager - 1 OFTME rp� Town of Barnstable y�P� tio� Regulatory Services Thomas F. Geiler,Director * BAMSTABLE, v MASS. g Building Division 'i639 ♦0 1°lEo 39 06 Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 28, 2007 Hess Corporation Attn: Manager 149 North Street Hyannis,Ma 02601 Re: Dock Lockers Dear Store Manager: As per a discussion last year with the on site manager, I respectfully remind you that the installation of dock lockers in front of the store and at the pumps is not allowed. Not only do they violate the sign code by virtue of the product logos but its location on the walkway may impede the handicapped accessibility of the public retail area. As you are likely aware, we have previously had complaints regarding handicapped accessibility at this site. Compliance serves not only to avoid additional accessibility complaints but also municipal fines. Please contact me directly at 508-862-4027 in the.event that clarification is required. I fully anticipate your complete cooperation and I look forward to developing a successful working relationship with the staff at this location. Sincerely, t 1. Robin C. Giangregorio Zoning Enforcement Officer JAComplaint Inv Reports\Hess letter dock lockers.doc r oFtN r Town of Barnstable do Regulatory Services STAB Thomas F. Geiler,Director v� MUM Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 October 17, 2006 Mr. Bob Sleiman 33 Jefferson Blvd Warwick,RI 02888 Dear Mr. Sleiman, I have recently been informed that there are now four apartments on the second level of the Hess/Dunkin Donuts facility at 149 North Street,Hyannis. As record owner (Abraham Petroleum, Inc.) and previously in your capacity as an applicant,you are aware that this site is restricted by the relief obtained from the Board of Appeals. (Abraham Petroleum was granted special permit 2003-79 allowing for a reduction in the number of on site parking spaces). At this juncture,you must take immediate steps to resolve this matter to the satisfaction of all permitting authorities. I'm sure you would not disagree with the notion that the creation of two additional apartments without municipal review,building permits or inspections is a serious offense. Please contact this office by Oct. 27, 2006 in order to inform us of your intentions. I am available directly at 508-862-4027. I look forward to hearing from you and discussing your options. Sincerely, Robin C. Giangregorio Zoning Enforcement Officer J:\lllegal Apartments\149 North St illegal apts Hess.doc PROJECT NAME: l,�1 C' �� P,G 1� 9 i'l 'YIGL w / 1 rp l 1 ADDRESS: 11 Yn i PERMIT# PERMIT DATE: (� M/P: ool LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX BAMSTAOM r fD MPS� 10 PM i Town of Barnstable�3_ "1 12: 10 Zoning Board of Appeals Decision and Notice Appeal 2003-79-Abraham Petroleum Inc. Special Permit—Sections; 3-3.12 Drive in Facilities &4-2.10 Reduction of Parking Requirements Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 3,09,Parcels 226-001 &226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested &Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels tota10.48- acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft. retail/laundromat structure. Both buildings were constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a special permit for relief under three - sections of the Ordinance: 1. Section-3-3.12(4)(B) for drive-in facilities 2. Section 4-4.4(2) for an Alteration or Expansion in a Pre-Existing Non-Conforming Building or Structure Not Used as Single or Two Family Residence and 3. Section 4-2.10 Reduction of Parking Requirements. This permit deals with the request for a special permit to permit the drive-in coffee shop window and for a reduction of the required parking. It was determined that the request for the alteration/expansion of the pre-existing non-conforming building was not necessary. That part of the special permit request was withdrawn by the applicant (see Decision 2003-79A). Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003, at which time the Board found to grant a special permit for the drive-in facility and for a reduction in the required I { parking. Board Members deciding this appeal were;Ron S.Jansson,Gail Nightingale,Richard Boy, Jeremy Gilmore,and Chairman Daniel M. Creedon. Attorney Michael D. Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses—the gas service,the retail and coffee shop and the apartments are permitted as-of-right. The only needs are for the special permit for the coffee shop's drive-in window and for a reduction in parking. A dimensional variance is also required as related to the apartments. He noted that the site and buildings are in a dilapidated condition and in need of redevelopment. He cited the benefits of the redevelopment as being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and the reduction in the fueling positions from 14 to a maximum of 6. -Mr. Ford noted that one of the apartments would be reserved as a manager/employee unit. With regards to parking he noted that the applicant has secured three off-site spaces from Job Training and Employment Corp. QTEC) at 88 North Street,Hyannis,and is in the process of securing an additional three at the neighboring First Baptist Church at 486 Main Street,Hyannis. A letter from JTEC committing to three parking spaces was submitted and a copy of a proposed"Lease Contract"with the First Baptist Church for three parking spaces was also submitted. Mr. Ford stated that the plans have been approved by the Site Plan Review Committee and have received Certificates of Appropriateness for the Hyannis Main Street Waterfront Historic District Commission,as well as a Certificate for the demolition of the existing structures on the site. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting,which would be an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr. Ford noted that the proposed retail store and coffee shop occupied the first floor of approximately 2,508 sq.ft. and that the second half-floor for the two apartment units is approximately 1,540 sq.ft.The apartments are to be two bedrooms each. The Board and Mr. Ford discussed the traffic and it was noted that the number and size of the curb cuts was being reduced and that the interior circulation worked well for the site and its uses. Sufficient stacking exists for the drive-in. The Board determined that the site is deficient by nine vehicle parking spaces,the Board having not accredited the applicant with any parking located under the canopy. However,the Board felt that the location of the redevelopment in downtown Hyannis and the secured off-site parking was cause for the granting of the reduction in parking. The Board noted that letters in support for the redevelopment were received from Lynne M. Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K.Northcross, Chief Executive Officer,Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. 'Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May 21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-79 is that of Abraham Petroleum Inc. seeking a Special Permit in accordance with Section 3-3.12 for a drive in facilities and Section 4-2.10 Reduction of Parking Requirements.The applicant is proposing to redevelop the site with a new-gas station,retail store, coffee shop and two apartment units.The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147 &149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre (0.48-acres to be precise). The locus is located in a B-1 Business Zoning District and the Aquifer Protection Overlay District. i 3. The site is currently developed with 2 one-story buildings totaling approximately 3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations. The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint, one and one-half stories high,to be used as a retail/coffee shop with a drive-in and two apartment units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. 4. The gasoline station,retail store, coffee shop and apartments are all permitted uses in the B 1 Business Zoning District. - 5. The existing site is almost completely paved and is non-conforming with respect to the parking lot landscape requirement and the front yard landscape requirements as well as the building setback requirements.The proposed new site layout will conform to the required front yard landscape requirements of 10 feet and the required parking lot landscape requirements. 6. The existing site also has four uncontrolled access and egress points (curb cuts) that do not meet current standards for site driveways.The proposed new site has been worked out with the Engineering Department and Site Plan Review Committee to have only two entrance and exits, and a single exit for the drive-in.All of the entrances conform to today's requirements per the approval of the Site Plan Review Committee,who also found that sufficient stacking room exists for the drive-in facility. 7. The Petitioner seeks a Special Permit for the drive-in portion of the facility under the provisions of Section 3 -3.12(4)(B),B-1 Business District. 8. The Petitioner also seeks a Special Permit for the reduction in the required on-site parking to reduce the requirements by nine spaces. Supplemental parking has been secured off-site and documents have been submitted that 3 spaces have been secured at the Job Training and Employment Corporation at 88 North Street,Hyannis and 3 more can also be secured at the First Baptist Church site at 486 Main Street,Hyannis. 9. Section 4-2.10,of the-Zoning Ordinance provides for the reduction of requirements by the Zoning Board of Appeals under certain special circumstances. One of which is "supplementary parking provided off-premise,"which the applicant can provide. 10. The application falls within categories specifically excepted by the Ordinance for a Special Permit. A Special Permit is permitted under the B-1 Business Zoning District for a drive-in facility for a use that is permitted in the District.The uses in the building,including the restaurant (coffee shop) are permitted in the B-1 District and therefore a drive-in is a proper exception. The Zoning Ordinance also provides for a reduction of parking requirements by the grant of a special permit. 11. The benefits of the redevelopment include: The construction of the new retail building which been approved by the Hyannis Main Street Waterfront Historic District Commission, an employee apartment and an additional apartment, the proposed new landscaping,a reduction in the number of gas pumping facilities, the upgrade of all gasoline facilities including new state of the art tanks, and the reduction in curb cuts and better traffic flow. 12. Based upon those factors,this Board finds that the granting of the Special Permit will fulfill the spirit and intent of the Ordinance and can be granted without substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the special permit to authorize a drive-in window for the coffee shop as per Section 3-3.12 and for a reduction in the required parking as per Section 4-2.10 to allow for nine fewer on-site spaces than required under the ordinance. This permit is subject to the following conditions: 1. The site shall be developed in accordance with the plans submitted and identified as follows: • "Site Plan of Land in Hyannis (Barnstable) MA prepared for Abraham Petroleum,Inc." prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built, Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. • Architectural plans entitled"Proposed Building for Abraham Petroleum Inc., 147 & 149 North Street Hyannis,Ma" drawn by Northside Design Associates, dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations, Sheet 3 Rear&Left Elevation, Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 2. The applicant shall obtain the 6 additional off-site g spaces.aces. A co of the executed P P copy agreement for the off-site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 3. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health, Building and Fire codes. 4. The drive-in window shall only be used in connection with the coffee shop. 5. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed onto the site and not into the street or neighboring properties so as to cause a nuisance. 6. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 7. The number of fueling positions (total number of cars that,can be fluid at any one time) is limited to no more than 6. 8. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 9. The canopy shall be reinstalled and treated as per the Hyannis Main Street Waterfront Historic District Commission recommendations. 10. The second floor apartment units shall have two means of ingress and egress as shown on the plans. The vote was as follows: AYE: Gail Nightingale,Richard L. Boy,Jeremy Gilmore,Ron S.Jansson and Daniel M. Creedon, NAY: None Ordered: Special Permit 2003-79 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. U 7-00 aniel M. Creedon, Chairman Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this derision and that no appeal of the decision has been filed,' the office of the Town Clerk. Signed and sealed this ,/ day o under the p ' sand penalties of perjury. � h L- da Hutchenrider,Town Clerk • Bk 17229 Ps174 079076 07-09-2003 & 01a43P r�3 '' 1 10 PH 12' 13 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-80-Abraham Petroleum Inc. Variance Section 3-3.12(1)(J),Apartments,Section 3-2.1(1)(J),Conditions Multi-Family Dwellings Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001 &226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48-acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window,a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a Variance to Section 3-3.12(1)0),Apartments that references Section 3-2.1(1)0),Conditions for Multi-Family Dwellings(apartments). Specifically for a reduction in the dimensional requirements of a 50 foot minimum front yard setback and the requirement for a 20 foot perimeter green space—provisions`d'and`f'of Section 3-2.1(1)0). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant the variance for the apartments. Board Members deciding this appeal were;Ron S. Jansson,Gail Nightingale,Richard Boy,Jeremy Gilmore,and Chairman Daniel M.Creedon. Attorney Michael D.Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses—the gas service,retail and coffee shop and the apartments are permitted uses as-of-right in the district. He stated that the only needs are for the special permit for the drive-in window and for reduction in parking as requested in Appeal 2003-79 and minimum variance for the dimensional requirements as related to the apartments as being requested in this appeal. He noted that the site is in dilapidated condition and in need of redevelopment He cited the benefits of the redevelopment being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and a reduction in the fueling positions from 14 to a maximum of 6. n Bk 17229 P9175 �79U76 Mr.Ford noted that one of the apartments would be reserved as a manager/employee unit. He discussed the provisions of Section 3-2.1(1)(D,`a'through`j'of the Zoning Ordinance that deals with apartments. Heated that the height to plate of the building was 13.5 feet. He stated that the 50-foot front yard minimum requirements could not be met along North Street and that the 20-foot perimeter could not be obtained due to the configuration of the site and its proposed use. He noted that the landscape provisions of the ordinance were being met on site. He also cited that plans for revitalizing downtown Hyannis encourage apartment uses. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting which is an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr. Ford noted that the proposed retail store and coffee shop will occupy the first floor which is approximately 2,508 sq.ft.and that the second half-floor for the two apartment units is approximately 1,540 sq.ft. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K Northcross,Chief Executive Officer, Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May 21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-80 is that of Abraham Petroleum,Inc. seeking a Variance to Section 3-3.12(1)0), Apartments,Section 3-2.1(1)0),Conditions for Multi-Family Dwellings(apartments). The applicant is proposing to redevelop the site with a new gas station,retail store,coffee shop and two apartment units. The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147& 149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre (0.48-acres to be precise). 3. The locus is located in a Business 1 Zoning District and the AP-Aquifer Protection Overlay District. 4. The site is currently developed with 2 one-story buildings totaling approximately 3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations.The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint to be used as a retail/coffee shop with a drive-in and two apartments units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. 5. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Zoning District. 6. The existing site is unique in terms of the shape of the existing buildings and structures,including the Placement of the existing buildings,the lack of any landscaping and the lack of appropriate setbacks.As a direct result,in order to remove the existing buildings but provide for continued retail use with residential apartments on the second half-story,the building containing the apartment units cannot be located so as to comply with the front yard setback minimum of 50 feet Further,the 20-foot perimeter green space while met along the front yard area,is not able to be met on the side or rear yard areas.This creates a hardship for the Petitioner in attempting to provide much needed residential housing,both for the workers in the building and for an additional unit.This hardship is a direct result of a literal and strict application of the provisions of multi-family apartment setback and green space requirements as they apply to this proposal. 7. Relief may be granted without substantial detriment to the public good or without nullifying or substantially derogating from the purpose and intent of the Zoning Ordinance,as the two apartment units proposed will provide much needed housing in this area of Hyannis and is in keeping with the long term goals of the Town to provide mixed use development in this area of Hyannis. Decision: Bk 17229 Ps176 079076 Based on the findings of fact,a motion was duly made and seconded to grant the Variance requested subject to the following conditions: 1. The site shall be developed in accordance with plans the submitted and identified as follows: • "Site Plan of Land in Hyannis(Barnstable)MA prepared for Abraham Petroleum,Inc."prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. • Architectural plans entitled"Proposed Building for Abraham Petroleum Inc.,147&149 North Street Hyannis,Ma"drawn by Northside Design Associates,dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation,Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 2. The applicant shall retain the 6 additional off-site parking spaces. A copy of the executed agreement for the off site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 3. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health and Building Codes. 4. The Drive-in window shall only be used in connection with the coffee shop. 5. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed to shine on the site and not into the street or neighboring properties so as to cause a nuisance. 6. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 7. The number of fueling positions (total number of cars that can be fluid at any one time)is limited to no more than 6. 8. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 9. The canopy shall be reinstalled and treated as per the Hyannis Main Street Waterfront Historic District Commission recommendations. 10. The second floor apartment units shall have two means of ingress and egress as shown on the plans presented. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Jansson and Daniel M.Creedon, NAY: None Ordered: Variance 2003-80 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this.decision, if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after thE,dact e,C\tke filin of this decision. A copy of which must be filed in the office of the Town Clerk. #fit Daniel M. Creedon,Chairman Date Sign till q '••. A: y R ldi(A 1,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massach that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decisiof}' 001 of the decision has been filed in the officeof the Town Clerk �,•O� Signed and sealed this T day of C� finder tIie�ains and enal , A Linda Hutchenrider,Town Clerk i ` Bk 17229 Ps 177 1079076 Proof of Publication :,;i.yy� '�:• ::F.,1?':5,yy.{{��,,i;y�;a.. ri`N'vF�.,',i .:fy:`j� r' 'c.?' •^�':.`'''$}+:` .b:!<:.�t:.)F:`..:uf;. r 5..,3,'};itL....�,.`y�-.,•S?rq' " ,Jf:;�: '', 4...,,,k� ..{'';� 7F.��!�:,. To�lk �c :� � �f��rja y, a• ,�.. ., �y + sfRDd+�7 �' ¢�'S"+ k,+,t??.;,il.•as9,+.�i i:�``jv6�4'ia '1�;ct�. �,:�fi.'f�" .�• Ay r xh s{�" �''r;r:;:.P'r.;. 43Y@�3- mpW spot* r*. a f., 140"M �' �i 1�'i'� ��?trt •..� f ,Yy��.i,,• ..'"i�� '3.14 �•+� '< y J'� i+' '1 a , it d3t," Y7" jA • t a:' of the Idt i�fat '.;ice ?�;� .�y��,•,:.. ''.::�' ,'.'�si�;=;' '�.+_..: c::'�;.4. ��• Z'�Y�fYB �`�`gY.k."f'�`:�' �S tfRdEC GfF�#(�1�LAf��%1 OY p Otte ,',�iw e0 0 n ret;wk 21W. q-_ I.Wp. "So.F+ ap '�:.I��ER e'1.r�}�,•,�e�,-�f'"e .��il , .,'s 'too .w .. ' �'��''��:' tL- :� :y .��.z?ECy'•n,;v� 3'�� •�dtl.i`ri.: i :'.v. ,. j to Pf APIA .f.:�.'.r'.•..,,.y'}+.l ti. 1S'y.,' v�•`.��' �pF�:•>L1iS}...,if'.�ys�a;.„+,'. •v,•":.:. . Abutters Within 3-00 Feet of Map 309 Parcels 226-001 and 226-002 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database November 2002. Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 08075 WQ LdAM STREET CORP 61 NO FRONT ST W BEDFORD A 2740 USA 08076 HASKELL,RICHARD J& ROCHE,JOHN I TRS 35 HIGH HYANNIS A 2601 USA SCHOOLRD EXT 308077 IF IRST BAPTIST CHURCH OF HY STREET HYANNIS A 02601 SA 305078 MAZZEO,PAUL A&BRENDA TR %KANDY KORNER GIFTS INC O BOX 1321 HYANNIS MA 02601 USA 308262 WILLIAM STREET CORP 61 NO FRONT ST EW 1300ORD MA 27,0 USA 09212 MURPHY,MICHAEL J TR ACKLAND,MICHAEL K TR 130 NORTH ANNIS A 2601 USA STREET 09213 ALVATION ARMY OF MASS INC 147 BERKELEY BOSTON 2116 USA STREET 309224 BUELLER,KARL W TR 35 WINTER ST HYANNIS A 2601 USA 30922500A rOURTYARD VACATION CLUB INC &NORTH HYANNIS A 2601 USA ST 30922500B OURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST � 31922100C COURTYARD VACATION CLUB INC AIN&NORTH ANNIS A 02601 USA ST 30922500D COURTYARD VACATION CLUB INC &NORTH HYANNIS A 2601 USA PA ST I 1 1 y 0922500E OURTYARD VACATION CLUB INC MAW&NORTH HYANNIS A 2601 USA j ST 30922500E OURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 0260I USA ST 30922500E COURTYARD VACATION CLUB INC MAIN&NORTH ANNIS A 2601 USA ST FA 30922500H COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA 14 ST 309225001 OURTYARD VACATION CLUB MAIN&NORTH HYANNIS IMA 2601 USA 40 T � NO 0 Wednesday,May 14,2003 Page 1 of-5 %J Mappar Ownerl 0wuer2 Address 1 Address 2 City State Zip Country —r 309225001 COURTYARD VACATION CLUB INC MAIN&NORTH ANNIS A 2601 USA ST 0922500K OURTYARD VACATION CLUB INC MAIN&NORTH HYANMS A 2601 USA T NAIN 30922500E OURTYARD VACATION CLUB INC &NORTH HYANMS A 2601 SA ST 30922500M COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 02601 USA ST 092210ON COURTYARD VACATION CLUB INC M.AIN&NORTH HYANNIS A 02601 USA ST 09225000 . O JRTYARD VACATION CLUB INC IMAIN&NORTH HYANNIS A 260I USA ST 30922500P OURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 USA ST 09225000 OURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA • ST 0922500R OURTYARD VACATION CLUB INC AIN&NORTH YANNIS A 2601 USA ST 09225005 COURTYARD VACATION CLUB INC NArN&NORTH HYANNIS A 2601 SA ST 30922500T OURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 SA ST 30922500U OURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 02601 USA ST 30922500V OURTYARD VACATION CLUB INC MAIN&NORTH HYANN[S A 2601 SA ST � 092210OW COURTYARD VACATION CLUB INC S AIN&NORTH HYANNIS MA 2601 USA 092250OX COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA W ST 10922100Y rOURTYARD,VACATION CLUB INC MAIN&NORTH HYANNIS 2601 USA sr 1092210OZ OURTYARD VACATION CLUB INC &NORTH HYANNIS MA 2601 SA ST 11 1 1 ID 1092210AA COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 02601 USA A ST to 092210AII COURTYARD VACATION CLUB IHYANNLS A 26I0 USA ST 092250AC COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST 0 Page 2 of 5 Wednesday,May 14,2003 d` mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country ff 0AD OURTYARD VACATION CLUB INC AIN&NORTH ANNIS A 2601 USA ST 3092250AE COURTYARD VACATION CLUB INC ST MAIN&NORTH HYANNIS A 2601 USA 092250AF OURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST 3092250AG URTYARD VACATION CLUB INC AIN&NORTH ANNIS A 2601 SA ST 3092250AH COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 USA ST 092250AI- OURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 02601 USA ST 3092250AJ COURTYARD VACATION CLUB INC AIN& HYANNIS 2601 SA WINTER ST _7 09225OAK COURTYARD VACATION CLUB INC IMAIN& HYANNiS 2601 USA ST 3092250AL rOURTYARD VACATION CLUB INC MAIN& HYANN[S "A02'601 USA WINTER ST 3092250AM OURTYARD VACATION CLUB INC AIN& HYANNIS MA 102601 USA TER ST 3092250AN COURTYARD VACATION CLUB INC MAW& HYANNIS MA 2601 USA WINTER ST 092250A0 COURTYARD VACATION CLUB INC MAW& ANNIS A 2601 USA WIINTER ST 3092250AP URTYARD VACATION CLUB INC AIN&NORTH ANNIS A 02601 USA ST 3092250AQ COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 SA ST 092250AR COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS MA 2601 USA F+ ST 092250AS URTYARD VACATION CLUB INC MAIN&NORTH HYANNIS, A 2601 USA ST 3092250AT 1.0 OURTYARD VACATION CLUB INCF AIN&NORTH HYANNIS A 2601 USA ST 'a 3M250AU rOURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS M.A 260! USA IO ST F+ 092250AV COURTYARD VACATION CLUB INC AIN&NORTH ANNIS A 260k USA ST 1092210AW ff7ARD VACAI CLUB INC ST &NORTH HYANNIS MA 2601 USA ti V Page 3 of 5 Wednesday,May 14,2003 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country ff!�= ARD VACATION CLUB INC MAIN&NORTH HYANNfS A 2601 SA ST 3092250AY LCOURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 SA ST 3092250AZ OURTYARD VACATION CLUB INC MAIN&NORTH ANNIS A 2601 USA ST 092250BA COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS MA 2601 USA ST 30922SOBB COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST 3092250BC OURTYARD VACATION CLUH INC AIN&NORTH HYANNIS ffr=US A ST 3092250BD COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2001 SA ST 3012211BE COURTYARD VACATION CLUB INC MAIN&NORTH HYANMS A 2601 USA ST 092250BF rURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST 3092210BG rOURTYARD VACATION CLUB INC MAIN&NORTH ANNIS A 2601 SA ST ry 092250BH rOURTYARD VACATION Cum INC ST AIN&NORTH HYANNIS A 02601 USA 3092250B1 COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 SA ST 30922SOBJ OURTYARD VACATION CLUB INC AIN& ANNIS A 2601 USA WINTER ST 3092250BY- rOURTYARD VACATION CLUB INC AIN&NORTH ANNiS MA 02601 SA ST 3012210BL COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 USA F+ ST 3092250BM ST OURTYARD VACATION CLUB INC MAIN& YANNIS A 02601 SA � 0922506N ST OURTYARD VACATION CLUB INC AIN&NORTH ]HYANNIS MA 2601 USA 092250B0 COURTYARD VACATION CLUB INC &NORTH ANNIS A 2601 USA ST µ 3092250BP COURTYARD VACATION CLUB INC &NORTH ANNIS A 2601 A ST 092250BQ rURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 SA ST til V Page 4 of 5 Wednesday,May 14,200 �. , Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 092250BR COURTYARD VACAi IMAIN&NORTH HYANNIS ffr661 SA ST 309225OBS COURTYARD VACATION CLUB INC MAIN&NORTH HYANNIS A 2601 USA ST 309225OBT COURTYARD VACATION CLUB INC AIN&NORTH HYANNIS A 2601 SA T 3092250BU ELLIER,EDWARD A TR 7 REALTY TRUST /O CANDACE 93 BIRCH HILL BELMONT A 2478 [DOMOS RD r SOBV OURTYARD VACATION CLUB INC AIN& HYANNLS MA 2601 USA R ST 092250BX OURTYARD VACATION CLUB INC AIN& ANNIS MA 02601 USA WINTER ST 092250BZ OURTYARD VACATION CLUB INC MAIN& ANNIS MA 02601 USA WINTER ST 3092250CA OURTYARD VACATION CLUB INC MAIN& HYANNIS A 02601 USA R ST 309226001 CHINS,EDWARD A& SHAER,STEPHEN B TRS 863 CRESCENT BROCKTON MA 2403 SA T 309226002 RACHINS,EDW.A&SHAER,STPH. ORRIS REALTY TRUST 1863 CRESCENT BROCKTON A 2403 USA [IRS r IST 309227 HYANNIS NORTH LTD PTSHP /oCOFFMAN REALTY-SHARON 1301 BELMONT BROCKTON A 2301 USA ONTES ST 09265 Q E,WUIJAM H TR G REALTY TRUST 90 HIGH HYANN[S jr 2601 SA SCHOOL ROAD 09266 259 NORTH ST LIMITED PARTNE 497 NORTH HYANNIS A 2601 A STREET �7 F+ O � d � m U �Q Page 5 of 5 Wednesday,May 14,2003 Q� C1ER MAB& p i63 9. UN 10 Ply 12: 13 Town of Barnstable Zoning Board of Appeals Notice Withdrawn Without Prejudice Appeal 2003-79A-Abraham Petroleum Inc. Special Permit—4-4.4(2) Alteration/Expansion Pre-Existing Non-Conforming Building Summary: Withdrawn Without Prejudice Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001 &226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested & Background The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48- acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft. retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. In Appeal 2003-079,the applicant was seeking a special permit for relief under three section of the Ordinance: • Section 3-3.12(4)(B) for a drive-in facilities • Section 4-4.4(2) for an Alteration or Expansion in a Pre-Existing.Non-Conforming Building or Structure Not Used as Single or Two-Family Dwellings,and • Section 4-2.10 Reduction of Parking Requirements. Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public.hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003. Attorney Michael D. Ford represented the appeal before the Board. During the proceedings,it was determined by the Board that a special permit for an Alteration or Expansion in a Pre-Existing Non-Conforming Building or Structure Not Used as Single or Two Family Dwellings was not required for the redevelopment of the site. At that point in the hearing Mr. Ford requested that that part of the special permit request under Section 4-4.4(2)be permitted to be- withdrawn without prejudice. Motion: At the June 04,2003 hearing a motion was duly made and seconded to grant the petitioner's request to withdraw the appeal without prejudice. % ) The vote was as follows: AYE: Ron S.Jansson,Gail Nightingale,Richard L.Boy,Jeremy Gilmore and Daniel M. Creedon NAY: None Ordered: The part of the requested special permit in Appeal 2003-79 that seeks an expansion/alteration of a non- conforming building not used as a single or two-family dwelling as provided for in Section 4-4.4(2) of the Zoning Ordinance has been withdrawn without prejudice. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A, Section 17,within twenty 20 days after the date of the film of this decision. A( ) y g copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon,Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed ' e office of the Town Clerk. Signed and sealed this day of aao nde the ns anenalties of perjury. Linda Hutchenrider,Town Clerk t TOWN OF BARNSTABLE BUILDING PER IT APPLICATION �✓ `i Map Parcel 226`� Q© p Permit# 70/' � Health Division - sue. `7 Ls l a I 1, Date Issued 2 / 7 0 3 Conservation Division lv Lrt I �_ 14 � 1C k b Application Fee Tax Collector Permit Fee Treasurer T- - -"• Planning Dept.Qy i Date-Definitive Plan Approved by Planning Board IJ a1 •Z�? � Olgj�®P Historic-OKH Preservation/Hyannis - Project Street Addres - I ,a �' l Village *A--1/rvis 14 A 0 7- 6o l Owner Aa&N k m DST C)1 V_[W 1► C__ Address Ro R nk 1 G 46 Telephone Permit Request p ' r� f'u�NS oN rl w iTtr 3 1 g �t,Qat Square feet: 1 st floor: existing �rt proposed J'" 2nd floor: existing proposed Total new ti/A Zoning District )3- 1 Flood Plain G- Groundwater Overlay Project Valuation 1"Z0001'2 --yt. Construction Type de w• Lot Size '24-Z0 S Grandfathered: ❑Yes 6XNo If yes, attach supporting documentation. •Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) (3>15M o� %Age of Existing Structure 5(9Yr5_"- Historic House: ❑Yes �<No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full Xcrawl .0 Walkout O Other Basement Finished Area(sq.ft.) N�� Basement Unfinished Area(sq.ft) NIA _ Number of Baths: Full:existing new Half:existing /A new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: C�Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes CKNo Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:O existing O new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# 1` 1� Recorded❑ Commercial Qi Yes ❑No If yes,site plan review# 01, / Current Use G�5 51�11Q)-1 Proposed Use BUILDER INFORMATION Namel� �ii>Pr J�UM 0 0Z /. Telephone Number Address •© A ox :7��iolc b s-ring ft-v License# 0 1_419 qyt-rn/ o 2 7/'( Home Improvement Cont'_ - # Worker's Compensation#lik 7_— ik-_316 �f \ � ALL CO RUCTIO/DE RIS RESU ING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE ATE �-Z- 3 FOR OFFICIAL USE ONLY ` PERMIT NO. 'DATE ISSUED - - MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION y Y FRAME y INSULATION r. FIREPLACE ELECTRICAL: ROUGH FINAL - - r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - - - s` FINAL BUILDING 6 DATE CLOSED OUT ASSOCIATION PLAN NO. t Tlse Commonwealth of Massachusetts = Department of Indtatrial Accidents ,� = ; ; '� , 0117casall�tstlPdlloat 600 Washington Street . 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I emdsestsmd that a Copy of this swunesd may be foewarded to the OIDos of Iare:t!=adla®of the DTAfw cOv6=V I do hereby catVY FMmr mrd patallia ofPv*q �eh¢an pivt+ad�dabas�e cr trna�d carted Daw Mpg ofadal use only do not wefts fa this area to be Completed by c ty or taws omdai dry or town: - e Building oLICeman[Bo r pS��>.amtt . ❑eb=kff response is�� Oselec news nue Conrad potion: pl�aoetN - t>� (mma 935 PIA) i f i Information and Instructions Massachusetts General Laws chapter 152 section 25 requiters all employers to provide workers' cornpensauan for th it emplovees. As quoted from the-1aw", an employee is defined as every person in the service of another under any comrr- of hire, e:cpress or implied_offal or written. An emplover is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the-foregoing engaged is a joint enterprise, and including the legal rupres nix ives of a deceased emplover, orthe rec•Irve" 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 apara cats and who resides therein,or the occupant of the dwelling house of another who employs persons to do mairt�, constructi=or repair vatic on suoii dwelling house or on the grounds cr 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 iocai.licensing agency.shall withhold.the issuance or renewai 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,aertherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performarice of public worL until co�cting acceptable evidence of compliance with the insurance reg hf tbis chapter have beta prose red to the authority. - Applicants Please fill is the workers' =npematioa affidavit completely,by chcclang the.bmc that applies to your si�and supplying company names,address and phone numbers along with a cat_of insurance as all affidavits may be submitted to the Depa=czt of Industrial Accidents for an ofinsmzn=�8e• Also be sure'to sign and date the affidavit. 'Ibe affidavit should be.retarned to the city ortownthat the application for the permit or license is beingrequested,not the Depart:aeut of Industrial Accidents. Should YCM bane nay questions rcPrdq the"law"or if you are required to obtain a workers'compensation Policy,Please can the Department attbe mmber listed below. City or Towns _ Please be sure that the affidavit is complete and prarted legibly. 'Hie Department has provided a space at the bottom of thr affidavit for you to fill out in the mcutthe Office of Invest-gatians'has to contact You rtprdi�the applicant• Please be sure to fill in the Permrt(Iicease mmmbet which be used as a reformer mnaber.. ne affidavits maybe retmmea t_n the Department by mail or FAX calms other anaaWmc=have been made. The Office:of Investigations would like to thank you in advance for you cooperating and should you have any questions. please do not hesitate to give us a call. The Deparunent's address,telephone and fax member. The Commonwealth Of Massachusetts Department of Industrial Accidents Gfflce of Iaxesduanons 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone (617) 727-4900 exL 406, 409 or 375 'l 1 ` t Ft► T�,,, Town of Barnstable Regulatory Services BARNr� MASS. Thomas F.Geiler,Director 1639.r 1,�e Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 f Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, gAb 5l MCQAA , as Owner of the subject property hereby authorize O to act on my behalf, in all matters rela; e to worZ autho ' d by this building permit application for(address of job) f Signature of Owner Date not Name Q TORMS:OWNERPERMISSION B -' D 03'"L Pil K;`,urF�;� ENERGY DELIVERY FAX NO, 5087607611 P. 01 JUN-2�-?0 KeVftls11 l:nerov Delivery �4' 127,nnus rain E idol�f/ni;I.';4�y South Yarmouth,MassRONACtts 02664 June 26, 2003 Re' 149 North S+reet, Hyannis Abraham Petroleum Oil and paint To whom it may concern: Ibis le-tL'er is to confirm that the natural gas service to the above referenced property htaZ teem cut off and capped. If you have 7,ny quP 71ons, :ail 508-76^-7503. Sincerely, ,t2v-i Jacobson t'ieij. Supervisor I - U1/11/lUU3 FRI 15:56 FAX l�ool�ool NSTAR One NSTAR Way,Wee wood.Massachmege 02090-9230 CA S July 11,2004 Fax: 4014610123 Abraham Petroleum Co. Att Bob Sleirman 33 Jefferson Blvd Warwick,Rl 02884 Re: Mutual Gas Station—North and High.School Rd.Hyannis f Dear Mr.Sleirman This letter is confirmation that the two cleddic services at North St.and High School Road in Hyannis have been removed. if i can be of any further assistance,please feel free to contact me at 1-781-441-3358. Yours truly, Claudette M Moses Mid Account Executive Barnstable Water Company 47 Old Yarmouth Road P.O. Box 326 Si II\IIJrAR)14 1"V VI 41 Irt,f\V.\flY 11 w1ii Hyannis, MA 02601-0326 Office:508.778.9617 Fax:508.790.1313 Customer Service:508.775.0063 April 15, 2003 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 RE: Service #4924 and #4929, 147 & 149 North Street, Hyannis Dear Sir: Please be advised that the above water services are off at the main and all meters have been removed. The owner has informed us that he intends to demolish the buildings thereon for new future construction. Sincerely, Jane Morse, Clerk Barnstable Water Company A d TC)VVr� CLLf;K VAFA e BARNST/0LC, MASS, UN 13 Town of BarnstMa e «� Zoning Board of Appeals Decision and Notice Appeal 2003-80-Abraham Petroleum Inc. Variance Section 3-3.12(1)(J),Apartments,Section 3-2.1(1)(J),Conditions Multi-Family Dwellings Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001&226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48-acres. , The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft.retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window,a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to) outes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness'for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a Variance to Section 3-3.12(1)0),Apartments that references Section 3-2.1(1)0),Conditions for Multi-Family Dwellings (apartments). Specifically for a reduction in the dimensional requirements of a 50 foot minimum front yard setback and the requirement for a 20 foot.perimeter green space—provisions `d'and`f'of Section 3-2.1(1)0). Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant the variance for the apartments. Board Members deciding this appeal were;Ron S. Jansson, Gail Nightingale,Richard Boy,Jeremy Gilmore,and Chairman Daniel M. Creedon. Attorney Michael D. Ford represented the appeal before the Board. He presented the�lans for the redevelopment citing that all of the proposed uses—the gas service,retail and coffee shop and the apartments are permitted uses as-of-right in the district. He stated that the only needs are for the special permit for the drive-in window and'for reduction in parking as requested in Appeal 2003-79 and minimum . variance for the dimensional requirements as related to the apartments as being requested in this appeal. He noted that the site is in dilapidated condition and in need of redevelopment. He cited the benefits of the redevelopment being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage-tanks and service pumps,and a reduction in the fueling positions from 14 to a maximum of 6. Mr:-=Ford noted that one of the apartments would be reserved as a manager/employee unit.He discussed the provisions of Section 3-2.1(1)T, `a'through`j'of the Zoning Ordinance that deals with apartments. He cited that the height to plate of the building was 13.5 feet. He stated that the 50-foot front yard minimum requirements could not be met along North Street and that the 20-foot perimeter could not be obtained due to the configuration of the site and its proposed use. He noted that the landscape provisions of the ordinance were being met on site. He also cited that plans for revitalizing downtown Hyannis encourage apartment uses. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting which is an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr.Ford noted that the proposed retail store and coffee shop will occupy the first floor which is approximately 2,508 sq.ft. and that the second half-floor for the two apartment units is approximately 1,540 sq.ft. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K.Northcross,Chief Executive Officer, Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May 21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-80 is that of Abraham Petroleum,Inc. seeking a Variance to Section 3-3.12(1)G), Apartments,Section 3-2.1(1)0),Conditions for Multi-Family Dwellings (apartments). The applicant is proposing to redevelop the site with a new gas station,retail store,coffee shop and two apartment units. The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147& 149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are apprimately half of an acre(0.48-acres to be precise). 3. The locus is located in a Business 1 Zoning District and the AP-Aquifer Protection Overlay District. 4. The site is currently developed with 2 one-story buildings totaling approximately 3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations.The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint to be used as a retail/coffee shop with a drive-in and two apartments units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. 5. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Zoning District. 6. The existing site is unique in terms of the shape of the existing buildings and structures,including the placement of the existing buildings,the lack of any landscaping and the lack of appropriate setbacks.As a direct result,in order to.remove the existing buildings but provide for continued retail use with residential apartments on the second half-story,the building containing the apartment units cannot be, located so as to comply with the front yard setback minimum of 50 feet.Further,the 20-foot perimeter green space while met along the front yard area,is not able to be met on the side or rear yard areas.This creates a hardship for the Petitioner in attempting to provide much needed residential housing,both for the workers in the building and for an additional unit.This hardship is a direct result of a literal and strict application of the provisions of multi-family apartment setback and.green space requirements as they ' apply to this proposal. 7. Relief may be granted without substantial detriment to the public good or without nullifying or substantially derogating from the purpose and intent of the Zoning Ordinance,as the two apartment units proposed will provide much needed housing in this area of Hyannis and is in keeping with the long term goals of the Town to provide mixed use development in this area of Hyannis. Decision: e' Based on the findings of fact, a motion was duly made and seconded to grant the Variance requested subject to the following conditions: 1. The site shall be developed in accordance with plans the submitted and identified as follows: • "Site Plan of Land in Hyannis (Barnstable)MA prepared for Abraham Petroleum,Inc."prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. • Architectural plans entitled"Proposed Building for Abraham Petroleum Inc., 147& 149 North Street Hyannis,Ma"drawn by Northside Design Associates, dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation,Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 2. The applicant shall retain the 6 additional off-site parking spaces. A copy of the executed agreement for the off site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 3. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health and Building Codes. 4. The Drive-in window shall only be used in connection with the coffee shop. 5. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed to shine on the site and not into the street or neighboring properties so as to cause a nuisance. 6. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 7. The number of fueling positions (total number of cars that can be fluid at any one time)is limited to no more than 6. `8. Of the two apartments,one shall be reserved as a manager/gmployee apartment unit. 9. The canopy shall be reinstalled and treated as per the Hyans Main Street Waterfront Historic District Commission recommendations. 10. The second floor apartment units shall have two means of ingress and egress as shown on the plans presented. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Jansson and Daniel M. Creedon, NAY: None Ordered: Variance 2003-80 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. ,,g�,�az_� Jk „ ?sue Daniel M. Creedon,Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,-Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day f r7 and e vGs an enalties of pel jury. da Hutchenrider,Town Clerk TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _ O 9 arcel ;Z1 Permit# 1 7 Health Division Wn Date Issued R /A ;' Conservation Division I z� 4 Application Fee � � C7 Tax Collector �%� �G' ��7�� ` ®�G Permit Fee- /e J,9 Treasurer OzA rl APPLICF n •,��,�RTAIN A$ Planning.Dept. CONNp RMrr FROM Date Definitive Plan Approved by Planning Board CONSTRUCTIUA '-VISION PR1011 fo Historic-OKH Preservation/Hyannis Project Street Address Village s GhnNJ �S Owner fib f_46 __? Pe rfr_0V,em Address I `� �1 �J 6Y + i S Telephone 14 01 ._ LI �-b n I q Permit Request �1"enen� D t)� Gc DUnkN�n -DunVAS i �'� ��j y°{'_— ►'�/ Ps per V&os J Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation b�3-7(o Construction Type S13 Lot Size Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat,Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# 0 n 1 Recorded❑ Commercial @�s ❑ No If yes,site plan review# Current Use Proposed Use ✓L — F:� 4— y J- ,DUnk�,h 0c,n u,kS- 4=�A, BUILDER INFORMATION Name L_t)GA V Telephone Number 6 R Lf q Address` CA License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 4 1.3 C f S AS GI I SIGNATURE DATE 6 4 FOR OFFICIAL USE ONLY T ♦ 1 ,:PERMIT NO. DATE ISSUED MAP PkRCEL NO. w-- ADDRESS VILLAGE .x.. OWNER e 1 DATE OF INSPECTION: FOUNDATION '~ FRAME ��iQ/97 M INSULATION r . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGHe<5Z $ FINAL GAS: ROUGH` ; FINAL FINAL BUILDING /"%N 0 DATE CLOSED OUT g: t • fibs ASSOCIATION PLAN NO. Tlie Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Siren - - Boston,Mass 01111 Im Workers' Compeasatioa hmrance Aitldavif / ovation: city phone p ❑ I am a homeowner Pedanning aLlwmkmlysdE ❑ I am a sole 'e=and have_no one wcdcing is any " as employer war3cers' for em ieyees�---- this job. . .............,,,..,....:.:...�:••...,: .,.nc..Ar.....: ..:}..:... .......:............. wMefR?�P."?nxfa Ri?'�. .vu`fa.♦• �::... ..,,...::...;:•�:.......�....:....... :.•:. .....,..,„M.•'..F`.•.{rx:..:..:.;•..:t:::-:::.... ..::,r.;.+•.... .....,:;„.,.}?�....:.,{.K,h.,a.. ..Y:.�>.•M�r K..ti•.,,}...:: t;;•�, ....nn........ ......... ..:. .r....... ....:..:... ........ •.,... ...w.n...... ... '<.v. .«a. 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'}P•�.t•:{nW;<,4>;�j+1,w,CaCt:..);:2AMR... ,v.:-,•,{�yv:�t000:22 t w�A��; '.ja•'!.:C�, .'.: r7.Y. v,• _JF�r�� Y. ,.A•:{....t Faibre to seems coves;a requ fonder SectW n 2SA of MGL L4 eealeai M rue d pemittee d a teoe op to Sl.Soa ao sa Mal a ar nee yearet tmprlsonmms ere Viva as dta Pena des is the form of a STOP WOGS ORDER ani a tlea dii00.00 a dq apimt ms Izmden am of MIN esrt nay be hmuded to the omm of Ias•esdgadom of me DU tar eovoep+o.cWadm I do hereby wrdc the pa mNa ofpajitry 0A Pr°''� abos�r it Ow andre_arrrd Print name �S��`� �' C�O�� . . Phone� ��.� HIM otIIdd use only do not weita in tMs user to be completed by city or tows OMEW tt ❑Bt adiac DeF■ctmesd city or town: QLkensint Board d&r&JfJ:mmed•Ie response is required ❑Sdecunews Omce . ❑SesltkDeP�� eontactpemon: phmeM; — ❑Other Information and Instructions ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for thr:r emplovees. As quoted from the."law", an employee is dafrned as every person in the service of another under any coin- of hire, express or implied, oial or written. An emplover is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the-foregoing eagaged in a joint enterprise, and including the legal representatives of a deceased employer, orthe re:..-n'e= o: truster of an individual,partnership, association or.other legal eutiiy, employing employees. However the owner of a dwelling house having not more than three apattmcais and who resides therein, or the occupant of the dwelling house of another who employs persons to do ma:,,rrrtan , camstractica or repair wane on inch dwelling house or on the mminds cr 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 iocal_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,neit� the comranawealth nor any of its political subdivisions shall enter into naycm==for the performance of public work uadl Caim acceptable evidence of compliance with the insuraanee regairemleafs of this chapter bane been presented to tle ''t'" authority. -Applicants Please fill in the workers' conipensatioa affidavit completely,by cbeckmgthe.boxthas applies to your situation� supplying company naffles- address and phone immbcrs along with a cattificcate'of insurance as all affidavits may be to the D artmeat o,f Accidents for ofinsurm=coverage. Also be sun to sign and sabmitted eP date the affidavit The affidavit should be.retained to the city ortownthat the appiicatirm for the permit or iicrose is being requested,not the Department of Industrial AccidcaM Should y+aa have my q�=regarding the"law"or if you are required to obtain a workers'ccmpcnszddn policy,Please cia the Department at the number listed below. . FROOF City or Towns _ Please be sure that the aff davit is complete and printed legibly. The Department has provided a space at the bottom of th r the iicaaa. Pl=e of 'has to contact pan regarding �P -_ to fill out eveatthe Office affidavit for you be rcraa=t^ be sure to fill in the peimit/Iicease nnmbet which will.be used as a refereara member. The affidavits may the Department by mafi or FAX unless other arraagem�s have ben made. The Office of Iavestizations would like to thank you in advance for you coeperatina and should you have nay questions. please do not hesitate to give us a calL WOR The Department's address,telephone and faxntmibet: The Commonwealth Of Massachusetts Department of Industrial Accidents GQ1ce of Iavestloadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 77.7-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 I - ' v i Town of Barnstable Regulatory Services vBA�B '$ Thomas F.Geiler,Director �'ArEo;o. Building Division v Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property 1Q hereby authorize S G't,U ! r%O 0�1 U to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) I! 7 Lo Ll Signature d Owner "Date Print Name i COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE i bS(a square feet X$96/sq.foot= Q I�j1�(3 X.0061= I� STORAGE BUILDINGS ONLY square feet X$32.00/sq.foot= X.0061 Commprojcost /rr f:-r:ur:rrurtrrvul/� r�, !(u:;1rr.•�;rie,/r� BOARD OF BUILDING REGULATIONS License. CONSTRUCTION SUPERVISOR �d A✓� Number. CS 078165 Expires:03/07/2004 Tr.no: 78165 Restricted To: 00 SALVI COUTO _ 21 ASHWOOD AVE WILMINGTON, MA 01887 Administrator ri\ 80�ofBui�niog` eg"uIa[iofis anMan�ar�� '= HOME IMPROVEMENT CONTRACTOR Registration: 132542 •�,",-- s;/ Expiration: 2/23/2005 . Type: Individual SALVI COUTO SALVI COUTO 4 Buttonwood Drive �! i Andover,MA 01810 Administrator HYANNIS FIRE DEPARTMENT rt Nis 45HIORSCHOOL AD. EXT. HYANNIS, MA.02601 HAROLD S. BRUNELLE, CHIEF STUDENT AWARENESS OF FIRE WQCATIOE FIRE PREVENTION BUREAU . BUSINESS PHONE:(50&)775-1300 FACSIMILE PHONE:(508)778-6448 Y.T. U>1L9LI):H. CHASE,JR,CF7 LT.ERIC F.HUBLER,CFI FIRE PREVENTION OFFICER. FIRE PREVENTION OFFICER BUILDING. CODE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU.HAS REVIEWED THE PLANS DATE /2, v� FOR THE• PROPERT . LQCATED AT �Q12� T ALSO KNOWN AS:: J ytS ) Ty) THE CHART BELOW INDICATES_ THE STATUS OF OUR REVIEW: TYPE OF CONSTRUCTION DOCUMENT , fWA;. RECEIVED REVIEWED COMPLIES 1,NARRATIVE REPOR`f 2-F6E RIGFffING/RESOUE-AGCSS 3 HYDRANT LOCATION/WATER$UP�'tY 4_SPRINKLER SYSTEMS 5m.SPRINKLER CONTROL EQUIPMENT 6'STANQPIPE:SYSTEMS 7 STANDPIPE VALVELOCATIONS,, 8 FIRE DEPARTMENT CONIrfECTION -777777 :9 FIRE PROTECTIVE SIGNALING SYST. 10=F P,S:S &ANNUNCIATOR LOCATION`+ 11-SMOKE CONTROL_/EXHAUST i�.SMOKE CONTROL EOUIP. LOCATION 13-UFE SAFETY SYSTEM FEATURES 14=FIRE EXTlNG.UISHINC SYSTEMS 15- F E 5 CONTROL,EQUIP`LOCATION 16-FIRE PROTECTION ROOMS 17-FIRE PROTECTION`S©UIF SIGNAGE 1 O3 ALARM TRANSMISSION METHOD 1.9-SE.OUENCE,OF OPERATION REPORT 0-ACCEPTANCE TESTING FG 11--RIA WE BEL EVE T E DOCUMEN TO E AND.COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMMIT WE HAVE COMPLETED THE ACCEP ANCE TESTING_FOR THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN:THE SCOPE OF THE BUILDING PERMIT;THE ABOVE.ISSUES ARE IN COMPLIANCE. Hyannis Main Street Waterfront 0 ' Historic District Commission r • ' NAS&''E r 200 Main Street ` 1639• ►`�� Hyannis,Massachusetts 02601 ED Mp`l TEL: 508-862-4665/FAX:r508-862-4725 Application to Hyannis Main Street Waterfront Historic District Commission in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS c 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: �.y IF UO PLEASE CHECK ALL CATEGORIES THAT APPLY: = Y (20 1. Exterior Building Construction: ❑ New Building ❑ Addition Alteration Indicate type of building: ❑ House ❑ Garage Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign 'sting sign El Repainting existing sign _ 4. Structure: ❑ Fence ❑ Wall , lagpole ❑ Other 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration .- (Please see the guidelines for explanation and requirements) CD TYPE OR PRINT LEGIBLY DATE 9A 7- -0-3 ASSESSOR'S MAP NO. 0 9 ASSESSOR'S PARCEL NO. 6—1 26 v 2 r,.'. APPLICANT_L� �� S �A+ V TEL.NO.-4 0 �- LIYID°-f 9'� . APPLICANT MAILING ADDRESS_ JllH!J lV O IF ADDRESS OF PROPOSED WORK . -14 —1 M Al ad W,-S PROPERTY OWNER I 1'M IQi'1/ TEL.NO. OWNER MAILING ADDRESS 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). AGENT OR CONTRACTOR&O!q TEL.NO. L ADDRESS_11141 , T t t II� 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). Signed Owner-Contractor—Agent (CIRCLE ONE) SPACE BELOW LINE FOR COMMUSSION USE Received by HMSWHDC Date This Certificate is hereby M Time Date i e t By Signe RVIPORTANT:If this Certificate is approved,approval is subject to the 20-day appeal period provided in the Ordinance. � A CONDITIONS OF APPROVAL: T�In a�- J64C7 HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION ***SPECIFICATION SHEET*** ADDRESS OF PROPOSED WORK FOUNDATION SIDING TYPE VIP IN�) � _ COLOR ' CHIlvII4EY TYPE COLOR ROOF MATERIAL COLOR PITCH WINDOW COLOR TRIM COLOR DOORS COLOR SHUTTERS GUTTERS DECK 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. dF� . Hyannis Main Street.Waterfront • [nuvsresLs. • Historic District Commission °'"M1639. 230.South Street Hyannis, assachusetts 02601 TEL 508-862.4665/FAX: 508-862-4725 SPECIFICATION SHEET FOR SIGNAGE Prior to filing your application for a Certificate of Appropriateness, please contact Gloria Urenas, the Town's Zoning Enforcement Officer, at 862-4036 to discuss the amount of signage allowed for your building, as well as any other Town Sign Code regulations which may affect the sign(s) you,propose to install. Even if you. are applying for the same amount of signage as was previously existing on your building, the laws may have changed since that sign was installed. Once you have applied to the Hyannis Main Street Waterfront Historic District Commission for a Certificate of Appropriateness for signage, you may apply to the Building Department for a temporary sign permit. The Building Department can provide all information regarding the temporary sign permitting process. FBE SURE THAT YOU HAVE INCLUDED WITH YOUR APPLICATION: a scale drawing of the proposed sign • color chips for all colors on your sign , • a photo or scale drawing of the building on which the proposed sign location, as well as any light fixtures proposed to light the sign, are indicated • a scale cross-section of the sign, with dimensions, .showing edge detail • specifications for any,light fixtures proposed to light the sign • a scale drawing of the sign bracket, indicating dimensions, color, and material Please fill out all information requested .below. If you are applying for a Certificate of Appropriateness for more than one sign, please fill out ONE SPECIFICATION SHEET FOR EACH SIGN. ii .y Size of Sign 7 X 114 Material(s) of Sign 9,571 L- Vi a I L Material of Lettering (if different) V I'l v L-The Sign Will Be (circle one): carved wood / painted wood / vinyl lettering other (explain) Location In Which the Sign Will Hang Will there be exterior light fixtures to light the sign? iV?"9- If so, what type of fixture? GAS STATION 1> DUNKIN' DONUT& CONVENIENCE STORE P*noam O Sign Co. Inc. Since IS66 COMPLETE INTERIOR & EXTERIOR SIGNAGE GEORGE M. CAGGIANO (508) 398-2721 63 OLD MAIN ST. 1 (508) 760-3130 Fax P.O. BOX 134 plysigncom@capecod.net S. YARMOUTH MA. 02664 63 OLD MAIN S2 S. YARMOUTH, MA 02664 C5C)8) 398-2721 C50� 760-3'130 Fax signi-o' :91 e-mail-, plysigncom@capecod.net ER PERMIT No. I DBANN BY DATE: MATERIALS BY 1LOCARN P.Of REVMONS: SCN� TO ALL NEW BUSINESS OWNERS DATE: J�� WSHOMIN / Fill in please: LICANT'S YOUR NAME: d�� r'` " APP �. miq YOUR HOME ADDRESS: 267 6nx o p7 )IMIA007 BUSINESS JWW TELEPHON E Telephone Number Home 6 s' r NAM FN VY B �� USINESS S L-i - TYPE OF BUSINESS EO E IS THIS-A HOME OCCUPATION? YES N. Have you been given approval from the building division? YES= NO[ -1 G ,>/r' #4 c>6o MAP/PARCEL NUMBER ADDRESS OF BUSINESS `� � 57 rules and re u a ions of the Town of there are several things you mu st do in order to be in compliance with theg When starting a new business signatures, have obtained the required , obtaining the information you may need. Once you h q 9 intended to assist you in g 's form is Y Barns table. This listed below, you may apply for a business certificate at the Town Cleric's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St.-(c r of Yarmouth d. & Main Street):and you will find the following offices: 1. BUILDING OM IS IONS I of business. uirements that pertain to this type ermit re P This individu has a 'me q . ut rized gnature" COMMENTS: I� 2. BOARD OF H TH This individual h ben infor ed o. the permit re .ui ements that pertain to this type of business. ut orized Signatur ; COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h een i, ed oft s n requirements that pertain to this type of business. Authorized Signature*" VICIIA" ZJUAW- ual� a.nG� e� • 30.00 for 4 ear A =sin s certificate ONLY REGISTERS YOUR NAME in the town (which you must Business certificates (cost$ Y ) Business i M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved.. "*SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. n•rnnlcl IKAFR\I nic\CA Frirmc\nwwhimfrm.dna t TOWN OF BARNSTABLE 4 SIGN PERMIT PARCEL ID 309 226 002 GEOBASE ID 32676 ' ADDRESS 147 NORTH STREET PHONE 1 HYANNIS ZIP — i LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 79563 DESCRIPTION DUNKIN DONUTS I PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $50.00 BOND $.00j, CONSTRUCTION COSTS $.00 , Qn 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE Mass. ibg9 1 F0�''lA 1 BUILD ISION I BY DATE ISSUED 09/29/2004 EXPIRATION DATE Town of Barnstable ° ` TO' •° Regulatory Services fir- ' t - , , Thoma's F.Geiler,Director ' L' ~�L Building Division; _ .Tom Perry,,Building Commissioner y a .200 Main Street, Hyannis,MA 02601 lice: 508-862-4,038 Fax: 508-790-6230 Tax Collector` fli r,; ll s i Treasures Applica 'on for Sign Permit. Applicant. Assessors No. o Doing Business As: 26a I -/[-J Telephone No. -7 F/- Z 7 Sign Location i Street/Road: Zoning District: Old Kings Highway? Yes/No- Hyannis Historic District? Yes/No . Property wner Name: o T G � �7-,C'A-- Telephone: 7 Address: 7 No/L7 Sign Contractor 'Name:_V is GJ 5 L�� way fN G Telephone: 6 Address: -0 C_K Village:j��t_13G/Zo V`�L¢ al7i'Z- Description: Please draw a diagram of lot'showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application: Is the siga'to be electnfied7.+ Yes/No (Note 7f yes, a virzng permit 6 require d) I hereby certify Ghat I am the owner or that'I have"the autfiori of the.owner.to make this application,that the information is correct and that the use and co t'° on shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Age Date: :z" ,2 7 v`t Size: , Permit Fee i Sign Permit was approved. �sapproved. Date: Signature of Building Official: '' ` ------------------------ r 1�ju r ) t � z. lr �� FV��< 57�Nn�i✓G 1 �Uv& f t , r . f z ................. f; C-- STOR ' NEW PROPOSED SI GN AGE INTERNALLY ILLUMINATED PYLON ' SIGN BY DUNKIN' j DONUTS SIGN MANUFACTURER, PER Mom° ZONING / DD OWNER D a U ~ cn C-STORE OWNER w L _ µ C b z t J pp� t. "„^`'�:� =.a`9•,t��'�,fy�i t u,*�.::, cam:. _ l g- t�+�,ez._,,yr, 3 +� a:ryq� �"f •� Wf '�b`�f'-t�'�m�. �S`3< 7 W�gPY �d � fi _. mo�.�sue. �,•� � `' 6 - � __3' � .,,f I ,. ��'_,t'6'� � -- r + ,H oFTr+e, Town of Barnstable Regulatory Services BAMSfABLE. ; Thomas F. Geiler,Director 639 `0� Building Division Tom Perry. Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 6230 Fax: 508-790- May 19, 2003 Mr. Robert Sleiman Abraham Petroleum C/O Attorney Michael Ford PO Box 665 W. Harwich, MA 02671 Re: SPR 032-03 Abraham Petroleum, 14'7/149 North St., Hy(309-226-001& 002) Proposal: Raze gas station &retail store; construct new facility including gas pumps, drive- thru coffee shop, convenience store, and two dwelling units on 2nd floor. Dear Mr. Sleiman; Please be advised that the aforementioned proposal was approved at the site plan review meeting on May 15, 2003 and was referred to the Board of Appeals. It was determined that this project requires the following forms of zoning relief. Section 3-3.12(4) Special Permit - Conditional Use, Drive thru' Section 4-4.4 Alteration of nonconforming structure Section 4-2.9 Reduction of parking Section 3-2.1(1)(J) (a-i) Multi-Family Dwelling (apartments) Section 3-3.12(5) Bulk Regulations rely, Robin C. Giangregono Zoning& Site Plan Review Coordinator t t SPR Notes of 08/09/01 Site Plan Review Meeting of August 9 2001 2nd Floor Hearing Room Barnstable Town Hall 367 Main Street,Hyannis I i Present: Peter DiMatteo,Building Commissioner, Art Traczyk, Principle Planner, Doug Bill, Associate Planner, Thomas McKean, Health Director, Ted Doherty, Engineer, and Robin Giangregorio, SPR Coordinator. Also in attendance: Tara Calabrese, Don Cody, Attorney Mike Ford, Dan Ojala and Don MacEachern. This meeting was called to order at 9:05 AM and adjourned at 10:55 AM SPR 056-01 Kings Grant Racquet Club, 12 Old Kings Rd, Ct(022-106) This application was postponed at the request of the applicant. SPR 059-01 Industrial Communalization & Cingular Wireless Bourgeois Lane, Marstons Mills (R099-061-001) Tara Calabrese, Site Acquisition and Don Cody, Director of Operations appeared before the panel seeking approval to construct a 180' wireless communication tower(monopole) and a 1,364 accessory building. Development of property to be confined within the 10,000 sf leased area. This application was immediately referred to the Cape Cod Commission. SPR 049-01 Abraham Enterprises, 147/149 North St., Hy (R309-226-001 & 0002) Continued from 6/14/01. Attorney Mike Ford and Dan Ojala appeared before the panel seeking approval to redevelop the site. Reconstruction includes a gas station, convenience store and retail facility. This site is located in a B zone and an AP overlay district. The proposed work consists of razing the existing gas station and vacant retail store and constructing one new building combining coffee store. Dan Ojala addressed parking calculations stating that counting 50% of the canopy parking would be reasonable for the retail use. The canopy has been laid out for tank access from 1 f -� SPR Notes of 08/09/01 High School Rd. Extension. The sidewalk shall be rebuilt. A grease trap shall be installed in order to keep options open for the applicant. A full 10' landscaping setback has been met, a positive improvement. Curb cuts have been reduced from four to three. The one closest to the intersection has been eliminated. The applicant acknowledged that ZBA relief would be required for the drive-thru provision. Relief will also be necessary for the 10' landscape buffer on the south side (abutting the cemetery). Engineering advised the applicant that the signal lights are slated to be upgraded along with the Bassett Lane and Winter Street intersection. The proposed sign must be relocated it interferes with the signal easement. Choice of trees should be reviewed with the tree warden. Health remarked that the applicant addressed the dumpster issue but advised the applicant to provide floor plans for the food store. Art Traczyk discussed the lighting diagram and suggested that the applicant utilize Cape Cod Commissioner standards for the illumination of the parking area. Doug Bill inquired about deliveries and loading for retail items. It was noted that this shall occur through the front door. It was noted that there are two I0,000-gallon tanks on site. Discussion ensued regarding the requirement for vendors of oil to accept used oil. It was also stated that underground tanks are no longer allowed. Mr. Bill reminded the applicant to maintain visual site distance when choosing street trees and sign location. Sidewalks are required to ADA standards. Ted Doherty interjected that work shall start around Labor Day. Art Traczyk noted that ADA standards have changed considerably. The applicant was advised to confirm standards. Some discussion ensued regarding the possible infringement of the 10' buffer. It was noted this project shall be referred to the ZBA. The Building Commissioner sought clarification of the parking including the comment that 50% of the provision falls under the canopy. He expressed concern over the loading zone and the drive through. The applicant responded that deliveries are deliberately scheduled to mitigate or prevent interference. The sales and acceptance of old oils were also of concern to the Commissioner. It was noted that discarded oil would be in 55-gallon drums in the building. The panel was informed that only employees are allowed to fill the reclaim barrel using a funnel. Attorney Ford remarked that the applicant is always aware of this concern. Art Traczyk interjected that that the applicant must file with the local historic committee. Y rJ pp He advised them to provide elevations. 2 SPR Notes of 08/09/01 Conclusion: Approved* with the following conditions: Relocate the sign. Obtain approval of tree warden prior to ZBA filing. Submit lighting schedule in accordance with CCC standards. *Referred to the Zoning Board of Appeals for the drive through provision. SPR 060-01 Don MacEachern, 904 Main St., Cotuit, (R035-091) Attorney Mike Ford appeared before the panel seeking approval to demolish a pre- existing, non-conforming structure governed by a special permit. It is the intention of the applicant to subsequently construct a new residence (as a primary use) with provisions for an in-home sales office (combining the sales of boats and real estate in a single office). Attorney Ford declared that the principle use shall be a single family home. Variance conditions were discussed. It was noted that home occupations are not allowed in this zone without relief. Modification of the existing special permit was also discussed. Attorney Ford reiterated that the applicant seeks to convert the principle use to be residential with an accessory(400'sf) office. Engineering asked about handicap provisions. Designs are not yet complete but the applicant shall comply. Attorney Ford asked if the scope of proposed work triggers this requirement. Mr. Doherty responded affirmatively. Health commented that the site plan reflects a new septic system sized for three bedrooms. Mr. McKean inquired about the proposed parking over the system. It was noted that there is a two-car garage under. Some parking is located over the septic system. The applicant was required to provide H2O loading. (This area shall be graveled not paved). Mr. McKean inquired about the trash disposal. The applicant indicated that it most likely will be stored in the garage. Art Traczyk inquired about boat storage. The applicant responded that they do not store boats. Signage was discussed next. Attorney Ford indicated that a sign was previously on site. Mr. Traczyk asked about the number of employees. There are no employees, the applicant claimed. Doug Bill discussed the special permit and a flat wall-mounted sign. Mr. Bill asked if any other changes were proposed to the sign. They were unable to respond at this time. 3 oFt Tg,,, Town of Barnstable Regulatory Services r 9 BAMSTAB i E$ Thomas F.Geiler,Director �p 16,19. ,� IEON,or6. Building.Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 1.0, 2001 Mr. Robert Sleiman C/o Attorney Michael Ford PO Box 665 W Harwich, Ma 02671. E �3oq Re: SPR 049-2001, Abraham Enterprises,North St,Hy(R226-001 & 002) Proposal: demo of existing gas station&convenience store, Construct single facility with drive-thru for both uses. Dear Mr. Sleiman; $ Please be advised that this application was approved at the Site Plan Review hearing on August 9, 2001 with the following conditions: The applicant shall relocate the sign (due to the signal easement). Approval of tree warden shall be obtained to ensure sight distance is not compromised. This application was referred to the Zoning Board of Appeals for appropriate relief. Sincerely, Robin C. Giangregorio SPR Coordinator RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE C o New Buildings,Additions �Q(} • D C� Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 3 / /S O o2� Co /)7 ?7,2a,-,K 2 A,27,.5 square feet x$96/sq. foot= �2/ 3 S-y0 x.0031-�/ plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck I x$30.00= 3 d • a (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) C� n Permit Fee 3 d projcost f Bk 17229 P9183 "W79077 a 07--09--2003 a 01 n 430 . d^K D Mlti� I Town of Barnstable `�` 1 u P11 12: 10 Zoning Board of Appeals Decision and Notice Appeal 2003-79-Abraham Petroleum Inc. Special Permit—Sections; 3-3.12 Drive in Facilities&4-2.10 Reduction of Parking Requirements Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001&226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the comer of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48- acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft. retail/laundromat structure. Both buildings were constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection-with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a special permit for relief under three sections of the Ordinance: 1. Section 3-3.12(4)(B) for drive-in facilities 2. Section 4-4.4(2) for an Alteration or Expansion in a Pre-Existing Non-Conforming Building or Structure Not Used as Single or Two Family Residence and 3. Section 4-2.10 Reduction of Parking Requirements. This permit deals with the request for a special permit to permit the drive-in coffee shop window and for a reduction of the required parking. It was determined that the request for the alteration/expansion of the pre-existing non-conforming building was not necessary. That part of the special permit request was withdrawn by the applicant(see Decision 2003-79A). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant a special permit for the drive-in facility and for a reduction in the required .J Elk 17229 Ps 174 079076 07-49-2003 0'1 01 : 43p Aarnstable Fli 12* 13 Town Zoning Board of Appeals _ Decision and Notice Appeal 2003-80-Abraham Petroleum Inc. Variance Section 3.3.12(1)(J),Apartments,Section 3-2.1(1)(J),Conditions Multi-Family Dwellings Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001&226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48-acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window,a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a Variance to Section 3-3.12(1)0),Apartments that references Section 3-2.1(1)0),Conditions for Multi-Family D,,yelhngs (apartments). Specifically for a reduction in the dimensional requirements of a 50 foot minimum front yard setback and the requirement for a 20 foot perimeter green space—provisions `d'and`f'of Section 3-2.1(1)0). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May '02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant the variance for the apartments. Board Members deciding this appeal were;Ron S. Jansson,Gail Nightingale,Richard Boy,Jeremy Gilmore,and Chairman Daniel M. Creedon. Attorney Michael D.Ford represented the appeal before the Board He presented the plans for the redevelopment citing that all of the proposed uses—the gas service,retail and coffee shop and the apartments are permitted uses as-of-right in the district. He stated that the only needs are for the special permit for the drive-in window and for reduction in parking as requested in Appeal 2003-79 and minimum variance for the dimensional requirements as related to the apartments as being requested in this appeal. He noted that the site is in dilapidated condition and in need of redevelopment He cited the benefits of the redevelopment being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and a reduction in the fueling positions from 14.to a maximum of 6. t f - r 1 1� jdc y rs a Oda ga-,iijT 0�0 f 77 0rws 3D�-aa� �o0t /� Q i.i= 9 / S7T fA V!in Con 301; 1:1�-1Y7 ST: aa� AAA GLO .Q OSE�� C�LTZd3•.cS o �n a oa ; ts5v&10 7P k44P i JUL-25-2003 12:00 LPJRENCE CARLIN INS � DAT¢IMwoonwY! � g � CERTIFICATE OF LIABILITY INSURANCE 07/2S/2003 PRO010CER 508 540-7100 FAX (SO8)S40-8426 THIS CERTIPICATE IS ISSUED AS A MATTER OF INFORMATION Lawrence-Carlin Insurance Agency Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 230 Jones Road HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Falmouth, MA 02540 TER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC i! INsu-Lm Gordon Vark INSURERA: Arbella Protection Northside Design Associates INsuREFR& Liberty Mutual Insurance Co 141 Main Street INSURERC: Yarmouthport, MA INSUKRD: - INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOiCATED,NOTWITHSTANDIN( ANY REQUIREMENT,TERM OR CONDITION Or ANY CONTRACT CR OTHER DOCUMENT WITH RESPECT TO WHICH THI$CER7IFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS ANC)CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS I Ago TYPEOFINMRANCE POLICYNUMUR POUCYEFFEC:TIYE POUCYPWRATION( LIMITS oeNERAL LIAMUTY 8500002187 FACHOCCURRENC= S 11000,000. X COMMEROALOENEPALLIABRLITY 01/15/2003 01/1S/2004 DAMAOEzaRENreO sagruMe 50,001 CLAIMS MADE a OCCUR MED EXP Wry One madn) S 5,0001 A yw PMRSONAL a ADS'INJURY S 11000.000 GENERAL AGGREGATE S 2=90007.0GO 39K AGGREGATE OMIT APPLIES PER ?RCDUCTS-COMPgPAGG S POLICY 7 jpE?-. ELDC .ro.� AUTOMOBILE LIABILITY ANY AUTO ICE Macmdm) LE L.MR $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULEDAUTOs" (Perperean) HI RED AUTOS BODILY INJURY S _ NOWOWNIZO AUTOS (Far awdenl) PROPERTY DAMAGE S (Per acddenil GARAGE LWBIUW AUTO ONLY-EA ACCIDENT S ANY AUTO EAACC S OTHERTHAN AUTO ONLY: AGO S _......._ I EXCESSNMBRELLA LIABa." EACH OCCURRENCE S OCCUR ❑CLAIMS MADE AGGRECATE S S DEDUCTIBLE S RETENTION S 3 WORKERS COMPENSATION AND NC131S318667011 11/30/2002 11/30/2003 wCsrAT oTFF EMPLOYERS'LIABILITY I I . 8 ANY PROPRIETOPIPARTNEWEXECUTILS e.L.EACH ACCowr s _ 100,000 0F,1MRLMEMBERF_XCLUDED?iryes,cesmbe uimer •- �EL DISEASE-EAELiPLOV s lOO,OO SPECIAL PROVISIONa Wo. (EL.DISEASE•PtXdCY WAIT 13 500,000 OTHER 1 DEECRIPT)ON OF OPERATIONS I LOCATIONS I VEHICLES I.E)LLUSIONS ADDED BY 15NDORSENENT I SPECIAL PROVISIONS CERTIFICATE DER CANCELLATION SHOULD ANY OF TT$ABOVE DESCRIBED POU0IE5 Be CANCELLED BEPORETHE CMPATION RATS THEREOF,THE ISSUING NSURER WILL ENDEAVORTO MAIL 30 DAY3 WMTMM NOMCF TO TMP CERTIFICATE NOLDFA M W TO THE LEFT Abraham Petroleum, Inc. BUT FAILURE TO NAIL SUCH NOTICE SHALL IMPOSE M0013UGATION OR LJAWUTY 33 3 of fe r son Blvd OF ANY RND UPON THE UL9URPR,IT3 AGENTS OR RPPRISQITATNES Warwick, RI 02888 ACORD ZS(Z0011GS) FAX_ (401)461-0123 CACORD CORPORATION 108E TOTAL P.01 BOARD OF BUILDING REGULATIO License: CON STRUCTION SUPERVISO: �r Nu mber: CS 004920 Expires: 02/14/2004 Tr.no: 168.- ,,Restricted: 00 GORDON CLARK 141 MAIN ST YARMOUTH, MA 02675 Administrator The Commonwealth of Massachusetts Department of Industrial Accidents � =•; , :� , 01Bcrp!larast�alloDs 600 Washington Siren f F Boston,Mass 02111 Workers' Com easation Insurance Affidavit ocation: city ohoae ❑ I am a homeow=PeZfiaffiiag all work myself ❑ I am a sole 'etor and have no one is anvMigi v - ❑ I am as employer piwidiag worm:°°mom oa fat mY�3°yas8 as this job ...... .......,.., ........ ... ... ....v:;..... ................::•:::...:.r.,...\"+�..Rp:9`?!??OF:. �'cbuw:,,�e�+" '..«v._w.m'�''�'. ..:........................:........... :... .'.'.`:'F? ......... ............ ........... ..:.r.,.....>?l�F. ..........J:F•>::...:........e•�..:.'.:.-.•'�i�... :.:...,. •n•:;,:::'::y::•}:�::':fi�;;':•':`;::.,;.>. ..:.nm::::::. .......h........n.........r.. ♦n.......... ...;............ ... .,.. ...w.n..... .... ..tv!H,yivh`.....hM '\•.�x.YY•:M:•:''U••:•;iF• r...........}....:F...:....... {.. } :xx..... ..:.n.:..wv\. ... .. ... v..}.4v::J.;. •......`vt;.�J:jy}'}L::% • r.........n:::n........ .,..:•...vr::t•.:. .:v:.. 4,,:,;{{y:•.vn;;;;.vx...:.:.. ... ...v tv, kw•...M.�.<}..;a:fnY::...v. 10. ;r Oyu.;}.. ::{......h.\,•::ii::.r:::i:Fn... .,K-,,.}..::::v:•v::•.,.,,..:.:,;R:h• t ,Lv. : 4, A. :::.•hxrYnv V...nv:•}:..::v...,;....i\,efA}0.::Hr w ...„. .v .Oh> \ .<!<-> ^. :•:�kv:n 'it?b:H':L}}::'�}:•:i4ii::::;i:: ,wrt{>.av}•:>R:::<a•":-:x^nh:. a�•}:.{ t,.>} ,`-:.??%Y,:t•::�r.:,�::.+t• .,-.,a..}:>�y°�.,t.}t: .y}v�•n,;�•y».•q;>>,w,... y. rNx>ai...n et��.� .�A.#; ....Y�"` `�:}:•h 't:txy::nv:<•:v:F�.....:...}t,:+x-t;rnvnr,?} ..h..Y}Y.....w:x:•�:::-.. i$F.......:::r:i!•.,yiv'.•}:,....wnvn .. ..4 v:i^:•:-:}^ Me�m-,CK:�;>a}:_,}YJ.J,>b%(::5�. •v.-r..4....D{ew:nt:::v.:v.,...... :COIII BUT Hama, aw•y ro?}?tChy At,::J, ::3 :n .:}';R ca.>}.t:rE....::.x•:::•.:;:...uqv t }?S:LX4/. 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'Tix»':•:}war. \ .1R2PY.... �S!"!a�� .. •:. :2:•A?:,JYi........S ....Y .,.,•:::.!!.. ... .., ....rewep ykpQ,. :tomat'�",e.�F}�,;aY•agt}y�•u,�YY,..'.A:x°R.�•.' �4::,... >JJ:a...>... Fsdhere to seeo=e co�aia a emdQ Beetiaee 2SA otMQ.LS2 emkd to*m�@didma[estt k"i"WNW o[a t3oa ap is 4t l 5 tlo dlor �y�> ae wsIl a ef*II pmaitles in tha torn o[a STOP WOBS OHDF.B d,mw Got mw,dg av&wt mr.Imduwbmd m"a , eogF o[tbie statement mny be[orwo ded to Wt OIDea Othmatigadow ONO DUfw cep !do hereby cao under the p6m mtd pmaNa of pajruy tk rurf°n�t°ti°A Prvvdedabaas it ttu�c carrsd SION print name �' 6l� � . . Fbaae if - h Ofn"use only do'ant wetta in thl;area to ba c mpletad by d7 or taste om-W city or town: ' Muadwf DePattm-, ❑chmkif ia=ediale response is regmred psdcc=ea's Omce ' _ QHealtl►Dep.r� p°th`r contact person: (1ew�o 9/93 P!N Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers corapemation for th::r em lovees. As quoted from the."law", an employee is defined as every poison in the service of another under any cones P . of hire, e^cpress or implied, oial or written. An emplover is defined as an individual. partnership, association, corporation or other Iegal entity or any two or more of or the foregoing eng represeatativas of a deceased employer, aged in a joint enterprise, and including the legal orthe re:�•er trustee of an individual,partnership, association or other legal esttity, employing ezaploy=. However the owner of a dwelling house having not more than three apartments and who resides thin, or the occupant of the dwelling house of another who employs persons to do mamtenance, cansttuctiou or repair wane on such dwelling house or on the grounds c= buildiag appurtenant thereto shall not because of such employment be deatned to be as employer. MGL chapter 152 section 25 also states that every state or locat_licensing agency_shall withhold-the issuance or renewal � 'cast who has Of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant 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 campiiaace with the;T,SUIZIM�rN[tiremeats of this chapter Have been presented to the coauactin_ authority. . Applicants Please fill in the workers' compensation affidavit completely,by cbacjdn tbe.box that applies to your �and supplying company names,address and phone numbers along with a=ffLrate of ia=a=as all affidavits maybe submitted to the Department of Industrial Accidents for offimmm a age. Also be sure to sign and {; date the affidavit. The affidavit retained should be. to the d ortowathatth0 apPliCatioa for the permit or ii=c is bolas=cgdested.,not the Deparaaeat of Industrial Accidetzts. SbQald you have any questions regarding the"law"or if you are required to obtain a worm' comPcasatiaz<Policy,Please call the Departmmt,attba member listed below• City or Towns _ _... _. . .. . Please be sure that the affidavit is complete and.; legibly. Tie Department has provided a sp ace at the bottom of the affidavit for you to fill out in the eveatthe Office of has to contact you regarding the apPli�- Pie be sere to fill in the pem�tlIicease nnmbcr which will be turd as a refetracx mitaber. The affidavits may be returned t^ the Department by mail or FAX unless other arrangements bane been made. The office of Investigations would Itke to thank you in advat:ce for you cooperation.and'should you have any questions. please do not hesitate to Sine us a call The Depamne•at's address,telephone and faxmm�ber. The Commonwealth Of Massachusetts Depa rtment of Industrial Accidents amce of Investinations 600 Washington street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 `Sq i' .j Town of Barnstable s + Regulatory Services B^MASS. Thomas F.Geiler,Director �Eo 39. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subjectproperty \ I,�i�a�3��9ti? pefi�te�:w aYl 1 w� � J hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) ®3 Signature of Owner ate P'nW Name PtilLdROOK P03-3 8 ENGINEERING FIELD REPORT/WORKSHEET Project No: 107 BZ_� EACH STREET .,. DENNIS.MA026M Sheet No: of Z. 1•soeaeseea2 MEMO FOR.,RECORD: 16 January 2004 j Subject: Framing Modifications for 1st/2nd Floor Joists, Beams &Columns Location: ABRAHAM PETROLEUM Inc. Building 170 Oyster Way, Oyster Harbors, MA Designer: Northside Design Assocs. Project No: P03-38 DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. Walk-thru inspections of the exiting construction were conducted by i this office, Northside Design and the Barnstable Building Dept. during the mon`h of DEC 2003. These primarily focused on shortfalls in the. wood and steel framework to date. Misread plans resulted in under- sized steel beams being installed to support the 2nd floor. By instal!- ing the undersized beams several framing problems developed w/the connections of the wood 1-joists. When the work to upgrade the steel beams proceeded some cut conditions at the 1st floor developed dur- ing the installation of the steel tube columns. In addition to this some 1 st floor joists were identified as being undersized in design for their intended loads. This MFR addresses the noted deficiencies and either verifies current conditions or stipulates work necessary to correct the particular shortfall. The design work is based upon these loads IAW Art. 16 of the State Building Code, 6th ed.: 1st Floor Live Loads (Mercantile) = 100 Ib/sq ft 1st Floor Live Loads (Light Storage) = 125 Ib/sq ft 1st Floor Dead Loads (5A Const.) = 15 Ib/sq ft i 2nd Floor Live Loads (Residential) =40 Ib/sq ft 2nd Floor Dead Loads (5A Const.) = 15 Ib/sq ft Roof Live Loads (12/12 pitch) = 15 Ib/sq ft Roof Dead Loads (5A Const.) = 10 Ib/sq ft Linear Wall Dead Loads (5A Const.) = 100 lb/If 2. Steel Beam Upgrades (previous work, see attached Field Report): The installed W12x44s and a W12x50 were reinforced from beneath by soldier W8x18s and a W8x21. This work.was successfully finished to include installation of the 4"x 6"tube columns. These columns were let-thru the floor deck in order for their baseplates to sit solidly on the concrete wall ledges below (#1 &#2 on the attached photo sheet). As noted this also resulted in some unsupported cut-back floor joists. 3. 1st Floor Hoists: Supports, Headers and Span Reinforcement: BC 11-7/8" AJS 10 joists were installed @ 16" o/c. They are overload- ed at design loads in the negative moment region at the center beam. For the cut joists at the outside walls 3/4" steel tabs were welded to the baseplates of the columns. This work is somewhat messy and the extension lengths vary. The short extensions do not provide enough material (strength) in the welded connection to support design loads. C( OPY P82-FRW-7 ' PHILdROOK ENGINEERING FIELD REPORT/WORKSHEET Project No: 107 BEACH STREET DENNIS,MA 02&W Sheet No: 2— of Z • ,-SOB3BSB6B7 • I MEMO FOR RECORD: 16 January 2004 i Subject: Framing Modifications for 1st/2nd Floor Joists, Beams & Columns i The following three items address stiffening the joists in the negative moment region and supporting the cutback joists at the columns: a. Install 2"x 4"web stiffeners on all trusses over the center girt beam i b. Install a piece of 1-5/16"x 11-7/8" BC Versa-Rim Plus2000 that is j 10 ft long on everyother 1st floor joist centered over the girt beam; 5'0"-over girt-WO". Glue and nail the Versa-Rim to the top & bottom flanges of the floor joists c. Head-off the cut joists to the adjacent joists. Use a single piece of 1-3/4"x 11-7/8" BC Versa-Lam. Reinforce the side joists wl solid web filler blocks both sides extending from the bearing sillplate out beyond the header a minimum of 18" -- OR-- d. Attach a 2"x 4" PT SYP stud continuously to the foundation wall below and in direct contact w/the cut joist. Stud to extend to floor NOTE -see attached SK for details and locations of a., b. &c. 4. 2nd Floor I-Joists: Hanger Nailing and Lateral Support: See photo#3 for the existing joist/hanger/support condition. Briefly, the hangers are the IUS series hanger(joist clips in, no nails into the joist are required). For the span and joist used here the minimum number of nails required is 8. Currently most hangers only have 6. Therefore add 2 more nails in each hanger into the bearing ledger. For the effort these nails should be 10d common galvanized. In addi- tion check for the top flange lateral stability; ensure that glue was used on the subfloor and that a nail is installed on each side of the beam into the to chord of the wood joists. This plus the rigid exten- sion of the joist hanger will secure the top flanges. 5. Double Joist/LVL Beams beneath common walls: As installed these members do not have hangers installed and are laterally free to move at the tops. Flat 3/4" steel tabs were welded be- neath the beams to create bearing seats. Reinforce the bearing seats by installing gussets or struts to the beam webs below. To provide top lateral stability install pairs of Simpson A34 clips at the top of the beam bearing ledgers extending downward. Fill all nail holes into the beam and ledger T. VARNUM PHILBROOK, P.E. --- Philbrook Engineering � P OF VARNI',y; as: Enclosures; Field Report Sheets, Photo Sheet&A.5 Section X-tract +� PH1LeRot1K , I MECHANICAL No. 3063U G/STERA��`� C(D.PY I P82-FRW-7 rrt��csrsuVr< P03 -3 8 ENGINEERING :FIELD REPORTMORKSHEET Project,No: 107 BEACH STREET DENNIS,MA 0253E Sheet No: of i GENERAL 385 DESCRIPTION Designer - Northside Design 362-2210 ----- ----------= Owner - Abraham Petroleum Narrative: 2 Story Wood Frame Bldg. - Mercantile/Residential ---------- Location: 149 North Street, Hyannis, MA Construction: 21'x 411/6" Lt Wt Wd Frame w/ Wood Truss Roof System ------------- on Full Concrete Foundation w/ Truss Wood Floors I SPECIAL CONSIDERATIONS I =� Use Group(s) : M (Mercantile) & R-3 (Residential) ------------- Construction Type: 5B (Unprotected) - Separations IAW Tbl. 313.1'.2 ------------------ Ground Area =: 3,154 sq ft < 4,800 sq ft Height = 2 Story (30 ft) <= 2 Story (35 ft) i No Area, Height or Auto-Sprinkler increases Misc or Comments: o Construction Plan Review ----------------- o Design Review - Floor & Roof Framing j o Design Checks - 2nd Floor Steel Beams, -- Columns, Connections, Detail Notes & Specs o Design Check Inspections & Certificate I +` DESIGN CONSIDERATIONS Soil Data: - Site Plan or Boring Log available: NO ---------- Preparer of plan or log: na i j - Direct Observation: YES' P90-06 from Site - Medium Sand IS Gravel, some cobbles Description: USCS = SP ( ) SBC Class = -8- Specifics: Br(allow) = 2,750 lb/sq ft ._ w/ 10% `width increase Fire Data: Fire Rated Separations between Mercantile & Residential ---------- Provide draftstopping above dwelling unit separations Loads SBC Location #/sq ft Dur Note ------------- -------- --------- -------- ------------------------ 1st Floor 100 1.0 Retail 2nd Floor 40 1.0 Stiffer Attic 0 1.0 Non-expand Stairs/Corridors 60 1.0 Residential Balconys 60 1.0 1/2 Family Partitions: 2x4/6 12 1.0 Bear/Non-Bear Snow - m = 5:5 & 12/12- 25 & 15 1.15 Zone - I Wind - Ref Pres = 21 Zone - 3 worst +/- = -.7 -15 1.33 E%P - B/C I Loadings ( lst Floor 2nd Floor Attic Roofs Deck ------------- -------- --------- -------- ----------- LIVE LOAD 1 100 40 0 25 & 15 -60 ------ -------- --------- -------- ----------- - ---------- AR DE LOADS 1 16 17 7 7 & 8 8 Misc 1 Wood I-Joists & 211x 10" Stick Built Trusses DESIGN TOTAL 1 120 60 10 35 & 25 70 w/ round I w/ 5% on DL i NET UPLIFT = (DL&W SC1 ) ( ) - .67( ) = lb/sq ft 1.08 x (-18) - .67 x (+15) _ -9.5 lb/sq ft i i P82-FRw-7 j f'NiLtlhiUUK Q ENGINEERING 'FIELD REPORTMORKSHEET Project No: fb.3 107 BEACH STREETAI) O t OENNIS.►u 02&U Sheet No: _ GENERAL DESCRIPTION Designer - Northside Design 362-2210 ----- —----=--= Owner - Abraham Petroleum Narrative: 2 Story Wood Frame Bldg. - Mercantile/Residential Location 149 North Street, Hyannis, MA i I jDESIGN ANALYSIS_ !1st Floor Joists - See Attachment; 11.875" BCI AJS 10 @ 1611 o/c NNG i 12nd Floor Joists - See Attachment; 11.875" BCI AJS 10 @ 16" o/c OK I !Header Beams - See Attachment; 5.2511x 11.875" Engineered - ? !2nd Floor Clear Span Framing: Background - misread plans resulted in W12x45 beams being installed i instead of W21x44 beams. Plans further called for a single W21x50 j for the widest tributary loaded area. As installed this beam was a W12x50. There are some possibilities to span-reduce the supported loads by taking advantage of some 1st floor bearing walls. A site inspection was conducted on 30 OCT 2003 to review possible secondary support possibilities Load Layout for W12x50 i Wul = 341/2 x (40+20) + 100 lb/lf + 80 lb/lf Wul = 1,200 lb/lf 1 span = 321611 c-c Mmax = 158,440 ft-lb Sreq = 79.9 in(3) Savail = 64.7 in(3) NG j DELmax = 1.3611 (@ 85%) DELact = 2.4811 for W12x50 Min I(y-y) req = 718.4 in(4) >> Iavail = 394 in(4) NG Note - Fy/800 reductions not taken into account Load Layout for W12x45 Wul = 291/2 x (40+20) + 100 lb/lf + 80 lb/lf Wul = 1,050 lb/lf 1 span = 321611 c-c Mmax = 138,635 ft-lb Sreq = 69.9 in(3) Savail = 58.1 in(3) DELmax = 1.3611 (@ 85%) DELact = 2.44" for W12x45 Min I(y-y) req = 627.9 in(4) >> Iavail = 350 in(4) C Note - Fy/800 reductions not taken into account For both beams, looking at deflection, they are equally overloaded ! for their intended use. Deflection is approx. 80% greater than ! allowed for GWB applications. Bending is less than 22% over and no short term loading factors were considered although a tiade- off for reduced depth should be considered. In order to address i this condition moment of inertia must be increased (stiffness) so some form of combined section will be analyzed and detailed. Try and install a smaller W8x section continuously beneath these beams thereby creating a greater moment of inertia w/ some corresponding increase in section modulus (which will not be equal as the section i will no longer be symmetrical) . Set-up E-Calc. for W12x50 v/ W8x21 Actual Built-up I(y-y) avail = 920.93 in(4) & Smin = 81.3 in(3) DELmax = 1.3611 (@ 85%) & DELact = 1.0611 for W12x50/W8x21 OK for W12x45 w/ W8x18 Actual Built-up I(y-y) avail = 799.4 in(4) & Smin = 70.6 in(3) DELmax = 1.3611 (@ 85%) & DELact = 1.07" for W12x45/W8x18 OK 'Columns; HSS6x4xl/4 ASTM Grade 500 (Fy = 46 KSI) Pmax @ Post = 19,500 lbs Leff = 11.0 ft Straight Bearing on concrete w/ steel bearing plate OK iTop Plate; 3/811x 4-1/211x 6-1/211 w/ stiffeners in the W8 webs OK ! 'Baseplate; 5/8"x 4-1/2"x 1011 w/ 2 ea 3/4" dia. Hilti-Kwik bolts OK P82-FRW-7 • PHILdRUOK P63-3Z ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET s DENNIS,MA 0289E Sheet NO: 3 Of T•soe anseee2 GENERAL DESCRIPTION Designer - Northside Design 362-2210 Owner - Abraham Petroleum i Narrative: 2 Story Wood Frame Bldg. - Mercantile/Residential Location 149 North Street, Hyannis, MA i 'DESIGN ANALYSIS: P03-38 lst Floor Joists - See Attachment; 11.875" BCI AJS 10 @ 16" o/c: NQ For this joist in continuous span application there are a number of design shortfalls; mid-span & negative moments and interior bear- ing reactions. Some of these joists have been cutback at the out- side 2nd floor beam-column points. The following design process was undertaken to address these problems: a. Increase center bearing length to 5-1/21, to match 211x 611 sleeper and add web stiffness (1"x 411 vertical stubs on each side) jb. For potential headers at the cut joists 1/2 the load would trans- fer to each side. These joists would need web stiffners (11Ix 4) added for increased end bearing, possibly part of the header sup- part pack-out. C. Moment Reinforcing: Mmax ctr = -5,440 ft-lb Mmax span = 2,880 ft-lb Inflection Points are at 131811 & 181 411 80% Mmax span = 2,304 ft lb @ 21711, 11'0", 21,01, & 2915" Therefore a cover member approx. 10,01, long centered on the main girt would provide moment relief for the joists. 1-5/15"x 11-7/811 BC Versa-Rim Plus2000 used on eveyother joist will provide the up- grade required. Individual point loads still need to be accounted for and each trimmer supporting a headed joist at a beam-column would need to be cover plated. OK d. Short Joist Tab Loads Rend = 1,100 lb Available tabs welded to the stacked, pinned plates Pend @ Wall = 1,100 lbs Weld(eff) = 211-2x.25" = 1.5" Rweld = 3.7 k/in x 1.5 in = 5.0+ kips OK Mmax (211 arm) = 185 ft-lb Sreq = .082 in(3) Savail = .047 in(3) TIC' Therefore tabs are undersized. For repairs two routes can be pursued; install a 211x 4" strong-back down the concrete wall to the floor (f'c(ll) req = 210 psi or head the joists of to the adjacent joists, pack connections and cover 2nd Floor Joists - See Attachment; 11.87511 BCI AJS 10 @ 16" o/c: OK For their installation Simpson IUS hangers were used. These have a snap-in feature which does not require any nails in the joist. For this job optional screws were installed up from the bottom in- to the bottom flange. From pictures only 6 of the 10 required nails have been installed. Spans average 16 ft so based upon the 1611 spacing, end load reactions are about 650 lbs. Fully nailed these hangers have a floor design load of 970 lbs in SPF stock. A simple ratio check yields a 7 nail minimum requirement. Foi NG case of missing something or else some additional heavier wall loads the minimum nailing probably needs to be 8 nails. Therefore install 2 ea 10d common galvanized nails into each hanger. To en- sure continued lateral stability as nailing at the very top is not possible ensure that the top flange is glued to the subfloor and a nail is installed each side of the beam into the top joist flanges 2nd Floor Doublers/LVLs: For their installation only 3/4" flat plate tabs support them. There are some nails thru the subfloor into the top flanges. For this work :install gussets or cripple pieces below the flat tabs to pro- vide bending reinforcement. As high on the beam packing as possible install pairs of Simpson A34 clips and fill the nail holess i P82'''•FRW-7 a w y '46; qq y�,y s.. t t ♦� ,; ^" 'L. Y 4 �1 'di3."4. - 1 ,+ ! �}�' < Sx`rPj fw :y. k>Fil 4 e '4 s1.zl ' rY Y+"sF'{ r 'aS .F iyy Zt"S.+' S�PYas5s• N K cxy� r 'rS -��}r +k 74, °o�, ,S S yt X -.I � L r } < t r �a r r• a +2� �§ tarot h t�` k,,t} t t 1 r'e ' t 1)!s.k .,.� 111 P- (-- ! 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SECOND FLOOR H.H. 3 rn 8'—O 3/4 NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT• MA 02675 (508) 362-2210 • (508) 362-9802 Fax: (508) 362-5269 19 January 2004 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Attn: Tom Perry, Building Commissioner Re: 147 North Street, Hyannis Mr. Perry:. I am enclosing a copy of the field report from our engineer, Philbrook Engineering, for the subject project. Mr. Philbrook's report lists suggested framing modifications for the first/second floor joists, beam and columns. This report has been forwarded and reviewed with the owner for implication of these corrections. I will contact you when the framing modifications have been completed. If you have.any questions or require any additional information from my office, please do not hesitate to contact me. Yours trul r on Clark III Northside Design Associates Enclosure NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT• MA 02675 (508) 362-2210 • (508) 362-9802 Fax: (508) 362-5269 February 19,2004 Mr. Bob Sleiman C/o Abraham Petroleum Trust 147 North Street Hyannis,MA 02601 Re: Framing Corrections 147 North Street Hyannis,MA 02601 Mr. Sleiman, On February 19,2004,I performed an inspection at your above referenced property to confirm that framing corrections specified by T. Varnum Philbrook P.E., in his memo dated January 16, 2004,had indeed been carried out according to his recommendations. Based on thafsite visif I offer&following observations: A. Item#2 of,engine&' s`report"Steel beam upgrades," appears to have been corrected in substantial compliance. B. Item #3 of engineer's report "I' floor I joists; supports, headers, and span reinforcements," = modifications'A,B &C,appears to have been corrected in substantial compliance. C. Item 94 of engineer's report"2°d floor I joist;hanger nailing and lateral support." It was impossible to view this item due to the fact that insulation had been installed but contractor verified that all items had been addressed. Based on this and the Building Official's framing sign- off,I can only assume item has been corrected in substantial compliance. D. Item#5 of engineer's report"Double joist/lvl beam beneath common walls." The specified struts have been installed,but as was the case in item 94,it was assumed that other specified corrections were substantially complete. Please feel free to contact me should you require any further information or have any questions. Regards, Erik R rt T Northside Design7Assoc'1 s... cc. CFilel -`` �•' 6&d6rf Clark; NDA-'4 .. 5 •p;� . fl �: i i>E,., w.z' ix i" f' 1 Jay Moses,General contractor, I.Vamum Philbrook;P E David Mattos,Barnstable Building Inspector GIN "n \ ® �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel G 1 JQ�s Permit#� 70S67 TOWNN � iP�P S►AHealth Division bale IssuedConservation Division it/01 2103 ._U[Ap.1jcatF6A Fae1,31le • d r� a L - i..— �f` Permit Fee��3 Tax Collector / Treasurer ;iVr�,io Planning Dept. AS 20® Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis 1' Project Street Address t y �zNot" 5-IL Village ail a h h i S 04 o t6 D I Owner �� pal Address toy( I bLG gprva,13 MA a a l Telephone Permit Request - &ew .%�c� J ' sJ 9l. Lod Square feet: 1st floor: existing A o$ proposed r1 z t 2nd floor: existing proposed&5L�btal new Zoning District Flood Plain Groundwater Overlay 4 6i Project Valuation s O%0;A p Construction Type J tR rikL Lot Size ��2� _ Si'��' Grandfathered: ❑Yes W<—If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#unfits)) Age of Existing Structure :� # I Historic House: ❑Yes &ITo On Old King's Highway: ❑Yes .;i° Basement Type: ClFull bra ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) r Number of Baths: Full: existing new Half:existing new—� —a Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: 4<es ❑ 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# 4-/ Recorded C Commercial 4s ❑ No If yes,site plan review# ��I Current Use � ^ %— � Proposed Use . 54ZUA BUILDER INFORMATION Lf pprr Name �� da� Telephone Number 3) K— ,��Zv y® d z-- Address ,��aQ _s i �C l', , na r ,t, AIM-P� License# _ of"s `b/�oMMm*S7— V Home Improvement Contractor# CGgZ L2 Worker's Compensation# q�4 D�ZI ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO y: SIGNATURE 4� DATE FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE t OWNER DATE OF INSPECTION: - _ r FOUNDATION .o A //3a o .- FRAME a I S IO Y ,d,*l f '4 ,EQ�ws v O is .v?lS/c y a w a ,c L INSULATION /tis p D / /,o v ,o A, of FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH FINAL ; k. GAS: ROUGH FINAL f ' FINAL BUILDING DATE CLOSED OUT �' ASSOCIATION PLAN NO. t f MHT-Y4-Ybbb 01 : i r rM DUWN I:HNt tNU1NttK1NU b0tf 66Y 9880 P. 01 tel,(508)382.4541 939 main street ri 6a tax(50B)362.USO yarmoulh port mass 02675 4fOWA `,gpf tBd�l�tt�IR�' a civii engineers&land surveyors efructursl design Arne H,oJals P.E„ P,L,9. May 24, 2004 oanlel A.eels,PL.t3. tend court Timothy H.Covell,P.L,9, survevs Thomas berry Building Commissioner site piennino Town of Barnstable 200 Main St. Hyannis,MA 02601 sewage tvstem aesignt CERTIFICATION LETTER RE: #l49 North Street, Hyannis,MA inspections Nar Tom permits Pursuant to the Town of Barnstable Ordinance 4-7.8(7)the purpose of this letter is to inform you of the completion of the majority of the above referenced site. Based on a number of inspections,stakings and certifications,our firm has determined that the above project has been constructed substantially in accordance with the approved Site flan revised 5/28/03. As discussed with your office,the wheelstops in front of the building were not in place during my inspection Friday,but were scheduled for delivery today,and per the owner,the main sign at the intersection will be installed soon as well, Please do not hesitate to call with any questions or comments. Sincerely, �� t Daniel A.Ojala PLS, E(T Down Cape Engineering Inc. TO ALL I`JEVV BUSINESS OWNERS DATE: 31161OLi Min-0-0-0 Fill in plea e• munum Cape Cod Enterprises , LLC c/o Couto Management Group, LLC . APPLICANT'S YOUR NAME: J o s e S . Couto BUSINESS Wo YOUR HOME ADDRESS: 4 Buttonwood Dr . Andover, MA 01810 781-279-0290x11 � Bus• Add : Couto Mgmt Group, LLC, 169 Main St . , Stoneh MA TELEPHONE Telephone Number(Home) $ 180 NAME OF NEW BUSINESS Dunkin ' Donuts TYPEOFBUSINESS take-out/Donut, coffee IS THIS A HOME OCCUPATION? YES N x and icecream Have you been given approval from the building division? YES NO ADDRESS OF BUSINESS 147 & 149 North St, Hyannis, MA MAPIPARCEL NUMBER 309/226-001 &002 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall)or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. - (corner of YarmoWt Street) and you will find the following offices: 1. BUILDING CO.M ISSIO ER' This individual h9s b n inf medui ements that pertain to this type of business. Apt" d Signa re;" ' COMMENTS: ri 2. BOARD OF HEALTH This individual 4§E bpen informed he p qequiremenP fiat� t to this type of business. uthorzed Si gnat COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h een i ed of li nsi requirements that pertain to this type of business. �� - , Authorized Signature" COMMENTS: C Business certificates (cost $30'DO for 4 y ars). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to operate-you must get that through completion of the processes from the various departments involved. "'SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. TOWN OF BARNSTABLE _ CERTIFICATE OF OCCUPANCY PARCEL ID 309 226 001 GEOBASE ID 32674 ADDRESgj . NORTH STREET PHONE 7 HYANNIS ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 76841 `DESCRIPTION 2) APARTMENT UNITS ABOVE STORE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY J CONTRACTORS: CLARK GORDON ARCHITECTS: Department of ` - Regulatory Services TOTAL FEES: CO .00 NSTRUCTION COSTS ND $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * sn�uvsrnB�, MAM s639 �� FO M�►`l A BUIL G DWIS N j w DATE ISSUED 05/24/2004 EXPIRATION DATE Y `J TOWN OF BARNSTABLE WILDING PERMIT ` PARCEL ID 309 226 001 GEOBASE ID 32674 ADDRESS 149 NORTH STREET PHONE f y7TNIS ZIP - o LOT 1 BLOCK LOT SIZE DBA -- DEVELOPMENT DISTRICT HY PERMIT 70507 DESCRIPTION 2) APART. 2ND FL, OF STORE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: CLARK GORDON Departmentof ARCHITECTS: Regulatory Services TOTAL FEES: $692.90 BOND $.00 CONSTRUCTION COSTS $213,840.00 S1-NG1.E--£AM-HeME--I`ETT-A. £B 1 PRIVATE R p Ppa r4 rn�n �l n i sARNASS. 039.glq 3 FD MA'S / BUILDI + DIV SION BY DATE ISSUED 07/31/2003 EXPIRATION DATE TOWN OFJ B4RNSTABLE ''BOILDING PERMIT y PARCEL- I W,309 228 001 /•'GEOBASE I.D 32674 ADDRESS' 149 NORTH STREET ; PHONE "17-gYANN I? — LIP" LOT 1 r BLOCK p LOT SIZE DBA DEVELOPMENT DISTRICT HY PENMIT 70507 DESCRIPTION 2) APART. '2.ND FL .,OF STORE PEAMIT TYPE BUILD TITLE NEW RESIDE TIAL BL,DG PMT f CONTRACTORS: CLARK GORDON Department of x ARCHITECTS: Regulatory Services TOT FEES:' $092.90 I' BOND $.40. �1HE CONSTRUCTION COSTS $213,840'.00 0 PRIVATE g * BARNSTABM a • ice` '' `Wc{ �0, ' 1 ! -1. MASS. n F :.. ^ 7G, DIV SIGN '. I BUILDII f BY DATE ISSUED -07,/31/2003 EXPIRATION DATA 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 PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-, ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE."` 4.FINAL INSPECTION BEFORE OCCUPANCY. - 1 0row o - BUILDING INSPECTION APPROVALS PLUMBING,MPECTION APPROVALS, ELECTRICAL INSPECTION APPROVALS 2. �r6-T 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT J. 106?16�e 2 OA OF HEALT M' OTHER:' SITE PLAN REVIEW APPROVAL WORK SHALL NOT OCEED UNTIL PERMIT WILL BECOME NULL AND ID 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. R ^� ell. 14 TOWN OF BARNSTABLE 9 i CERTIFICATE OF OCCUPANCY i PARCEL ID 309 226 001 GEOBASE ID 32674 ADDRES7U NORTH STREET PHONE i I / HYANNIS ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 76840 DESCRIPTION RETAIL BUS. DUNKIN DONUTS STORE# '70504 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: CLARK GORDON De artment of ARCHITECTS: � Regulatory Services , TOTAL FEES: COND .00 NSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * BMWSIABLE, ass. i639. ArFD��p BUILDI D ISION BY O DATE ISSUED 05/24/2004 EXPIRATION DATE f, ._ _ TOWN,OF BARNSTABLE #> BUILDING PERMIT *' PARCEL\ ID 309 226 001 GEOBASP ID 32674 ADDRESS t/ NORTH STREET PHONE J HYANN I S ti- . . Zip - LOT . 1 BLOCK LOT SIZE I DBA , DEVELOPMENT DISTRICT HY � pp SSTT 504 E TL ggUUSS i PERMIT TYPE BUILDC �EI�CE§IPTION COMMERCIAL B81Vg, GUNKIN DONUTS STORE CONTRACTORS: CLARK GORDON De artment of ARCHITECTS: P Regulatory Services TOTAL FEES: $2,425.02 M BOND $.00 CONSTRUCTION COSTS $381, 150.00 a_ S, L 1 PRIVATE . : Opp Mass.. r Gi/o E� A o BUILDIN• DIVISION BY /!/ DATE ISSUED 07/31/2003 EXPIRATION DATE TOWOF*yBARN�SyT� ABLE _ �►„ "D�LY�] PE ,{I° PARCEL• M 3109 226001 aGEOBASE ID }32674 y��O`dN EADDRESS NORTH STREET HYANN I S j ZIP :GOT xe 1 BLOC 4 7. LOT SIZE SBA F. Dh`'VE , PMENT DISTRICT HY. PERM S 0 RR . RC NKI 1 DONUTS STORE � � �QCEL I TEE B1 llC M . , f ' CONTRACTO S. CLARK CORDON ARcLTECT :. - Department of t Regulatory Services t, TOTAL FEES: .,$2,425.02 BOND $,00 CONSTR XTION,COSTS � $38 1, 150,00 PRO?_,—BAN '1?--€ii FEE£' " DG 1 PRIVATE �Q ,► SAR1vASS c:D Yi Mass. r k i639. 1 tl BUILDI DIVISION. I . . .; BY / DATE ISSUED 07/31/2003 EXPIRAil& 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 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 APPROVED PLANS BE RETAINED ON JOB.AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS -APPROVED CARD KEPT POSTED UNTIL FINAL INSPECTION )PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-� :ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT-BE ANICAL INSTALLATIONS. { 3.INSULATION. .00CUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I wo:l 0 1:I ROOM I d 6-171 12 9 2 9 A BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 •b' /' l .u ,S/G y 'V 1 1, �[ 1 A/tIX4ol 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 5_ j �;y OARD OF HE LTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NO ROCEED UNTIL PERMIT WILL BEC E NULL AND ID I ON- LINSPECTIONS INDICATED ON THIS THE INSPECTOR S APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS PHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. M � I . 4 I ti ont Hyannis Main Street Waterfront l Historic District Commission tnsr�xs d* AM 230 South Strcct Hyannis,Massachusetts 02601 TEL: 508-862-4665 J FAX: 509-862-4725 SPECIFICATION SHEET FOR SIGNAGE Prior to filing your application for a Certificate of Appropriateness, please contact Gloria Urenas, the Town's Zoning Enforcement Officer, at 862-4036 to discuss the amount of signage allowed for your building, as well as any other Town Sign Code regulations which may affect the sign(s) you propose to install. Even if you are applying for the same amount of signage as was previously existing on your building, the laws may have changed since that sign was installed. Once you have applied to the Hyannis Main Street Waterfront Historic District Commission for a Certificate of Appropriateness for signage, you may apply to the Building Department for a temporary sign permit. The Building Department can provide all information regarding the temporary sign permitting process. ' FBE SURE THAT YOU HAVE INCLUDED WITH YOUR APPLICATION: • a scale drawing of the proposed sign • color chips for all colors on your sign , • a photo or scale drawing of the building on which the proposed sign location, as well as any light fixtures proposed to light the sign, are indicated • a scale cross-section of the sign, with dimensions, showing edge detail • specifications for any light fixtures proposed to light the sign • a scale drawing of the sign bracket, indicating dimensions, color, and material Please fill out all information requested below. ,, If you are applying for a Certificate of Appropriateness for more than one sign, please fill out ONE SPECIFICATION SHEET FOR EACH SIGN. :( �ff Size of Sign X R Material(s) of Sign Material of Lettering (if different) The Sign Will Be (circle one): carved wood / painted wood / vinyl lettering other (explain) Location In Which the Sign Will Hang , 4 2— 141� 1 )o r- Will there be exterior light fixtures to light the sign? ��2�N��y If so, what type of fixture? Hyannis Main Street Waterfront Historic District Commission r • ' KAS& E 200 Main Street ��bAr i639' �`e� Hyannis,Massachusetts 02601 Ec�+ TEL: 508-8624665/FAX:"508-862-4725 Application to Hyannis 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: El New Building ❑ dition Alteration Indicate type of building: ❑ House ❑ Garage Er Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or B ds: ❑ New sign sting sign El Repainting existing sign . 4. Structure:Wence ElWall , lagpole ❑ Other 5. Parking Lot: ❑ New Building ❑ Addition ❑ Alteration (Please see the guidelines for explanation and requirements) TYPE OR PRINT LEGIBLY DATE Le ASSESSOR'S MAP NO. ASSESSOR'S PARCEL NO. APPLICANTB4bJMAA KI M 5 - M An/ TEL.NO. 4-0 APPLICANT MAILING ADDRESS 1 °I IVd R �V A Io N 1-1 M A O 2 G a ADDRESS OF PROPOSED WORK l LA]_ I L J. PROPERTY OWNER_ a S[C(M AIV TEL.NO. y S(6 q\1 OWNER MAILING ADDRESS f,A,% _ 4 1� 0�� 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). P _ AGENT OR CONTRACTOR �e1Q ��'C� sf- TEL.NO. .�0g_ 36 Z_ q f 0 L ADDRESS 1 LAN JA)M % 1 g: 9 Oki— . 140 3 . The maximum size of any freestanding sign shall be twelve (12) square feet . 4 . Temporary Street Banners may be permitted in the MA-1 Business District only, for the purpose of informing the general public of community events and activities, may be permitted with approval of the Town Manager. Street banners shall be hung in prescribed locations, securely fastened to buildings, maintain a minimum height of 16 feet above the street, be constructed of durable materials, used solely for community events in the district, and remain in place for no more than three (3) weeks prior to the event and be removed within one (1) week after the event . (Amended by Town Council vote on 11/15/01 in item 2002-029) Section 4-3 .14 Signs in the B-1 Business District and 0-1, 0-2 and 0-3 ' Office Districts : The provisions of ;Section 4-3 . 7 ,shall apply except that : 1 . The maximum allowable height of all signs on buildings shall be 12 feet, and the maximum allowable height of a freestanding sign is eight (8) feet . 2 . The maximum square footage of signs shall be : seventy-five .(75) square feet; or 10% of the building face, whichever is less . 3 . The maximum size of any freestanding sign shall be eighteen (18Y ;square feet. (Added by amendment of Town Council on June 28, 2001 - item 2001-036) (Amended by Town Council vote on 7/19/01 on items 2001-037, 38, 39) 4-3 .15 Construction Signs: 1 . When a building permit has been issued for the construction, alteration or repair of a structure, and all other required permits have been obtained, contractors or architects shall display a sign on the site while approved work is going on. 2 . No contractor or architect shall display more than one (1) sign on any building, at any given time. 3 . No sign shall be larger than twenty-four (24) square feet in area, nor more than five (5) feet tall . 4 . 'The total area of all construction signs displayed at a site at any given time shall not exceed twenty-four (24) square feet. i -r 137 Section 4-3 .7 Signs in the B, BA and UB Business Districts, HB Business District, HO Highway Office District, S & D Service and Distribution District, and SD-1 Service and Distribution District, as follows: (Amended by 9 yes vote of the Town Council on 7/15/99) 1 . Each business may be allowed a total of two (2) signs. 2 . The maximum height of any free-standing sign will be ten (10) feet, except that a height of up to twelve (12) feet may be allowed by the Building Commissioner if it is determined that the additional height will be in keeping with the scale of the building and will not detract from the appearance or safety of the area, and will not obscure existing signs that conform to these regulations and have a Town permit . 3 . The total square footage for all signs of each business shall not exceed ten percent (10%) of the area of the building wall facing a public way or .one hundred (100_) square feet, whichever is the lesser amount. 4 . Only one free-standing sign is allowed per business, which may not exceed half the allowable size as permitted in this section. S . One projecting overhanging sign may be permitted per business in lieu of either a free-standing or wall sign provided that the sign does not j exceed six (6) square feet in area, is no higher than ten (10) feet from the ground at its highest point and is secured and located so as to preclude its becoming a hazard to the public. Any sign projecting onto Town property must have adequate public liability insurance coverage and proof of such insurance must be provided to the Building Commissioner prior to the granting of a permit for such sign. 6 . Incidental business signs indicating the business, hours of operation, credit cards accepted, business affiliations, "sale" signs and other temporary signs, shall be permitted so long as the total area of all such signs does not exceed four (4) square feet and is within the allowable maximum square footage permitted for each business . 7. When a business property is located on two or more public .ways, the Building Commissioner may allow a second free-standing sign, so long as .the total square footage of all signs for a single business does not exceed the provisions of this section. 8 . When two or more businesses are located on a single lot, only one free-standing sign shall be allowed for that lot, except as provided in this section, in addition to one wall or awning sign for each business . If approved by the Building Commissioner, the one free- standing sign can include the names of all businesses on the lot . I 138 9 . One awning or canopy sign may be permitted per business in lieu of the allowable wall or free-standing sign, subject to approval by the Building Commissioner. 10 . In addition to the allowable signs as specified in this section each restaurant may have a menu sign or board not to exceed three (3) square feet . (Added by Town Council 8/15/1991) 11 . In lieu of a wall sign, one (1) roof sign shall be permitted per business, subject to the following requirements : A. The roof sign shall be located above the eave, and shall not project below the eave, or above a point located two thirds of the distance from the eave to the ridge. B. The roof sign shall be no higher than one fifth of its length (1/5) . i . Signs in Industrial Districts : 1 . The provisions of Section 4-3 .7 herein shall apply, except that the total square footage of all signs, while normally not to exceed one hundred (100) square feet, may be allowed up to two hundred (200) square feet if the Building Commissioner finds that larger signs are necessary for the- site and are within the scale of the building and 1 are otherwise compatible with the area and in compliance with the provisions and intent of these regulations . 4-3 .9 Signs in VB-A, and VB-B Business Districts: The provisions of Section 4-3 . 7 herein shall apply except that : 1 . The maximum allowable height of all signs is eight (8) feet, except that the Building Commissioner may allow up to twelve (12) feet if he finds that such height is necessary for the site and is compatible with the appearance, scale and character of the area. 2 . The maximum square footage of all signs shall be fifty (50) square feet or ten percent (10%) of the building face, whichever is less . 3 . The maximum size of any free-standing sign shall be ten (10) square feet, except that the Building Commissioner may grant up to twenty- four (24) square feet if he finds that the size is necessary for the site and that the larger size is in scale with the building and does not detract from the visual quality or character of the area. 4-3 .10 Signs in the MB-Al, MB-A2, MB-B and BL-B Business District: The provisions of Section 4-3 . 7 herein shall apply except that : 1 . The maximum allowable height of signs shall not exceed eight (8) feet . I n TATION DUNKIN' DONUTS. CONVENIENCE STARE q Y7 NO F-4- t- NORTH STREET /6/.0313 PUBLIC— 40' WIDE 1926 LAYOUT 76.04' 61.38' I N O h0. Qi , a = LOT 1 (10 1 12,058t SQ. FT. cP� EXIST. 0.28t ACRES O CONC. FOUND. c (/� FFLR EL. rn a) 0 39.51 t 20,720 SF COMBINED LOTIAREA 0 0 0 22.00 LOT 2 N N 8,662t SQ. FT. O X 1 J 0.20t ACRES 82.00' 88.67' CERTIFIED PLOT PLAN JOB # 01 -067 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #147&149 North Street, Hyannis, MA FLOOD ZONE C B-1 BUSINESS DISTRICT SCALE : I " = 30' DATE : 10-23-03 ASSESSORS MAP 309 PARCELS 226-1, 226-2 PREPARED FOR: REF.: PLAN ,BOOK 352 PAGE 81 Abraham Petroleum Inc. OB 16490 PG 305 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE HOFbtq GROUND AS SHOWN HEREON. 508-362— DANIEL fox A. - taz sob 362-9880 880 ` OJALA "' down cape engineering, inc. a #409 0 CIVIL ENGINEERS I ` �Z�� 7 OFF$ LAND SURVEYORS ---- - ------ o ----- main st. yarmouth, ma DATE REG. V OR Sign f► ti TOWN OF BARNSTABLE Permit iARNSTABLE. • MASS. 9�'OT16 �39. A Permit Number. Application Ref: 201504450 20071124 Issue Date: 07/16/15 Applicant: Proposed Use: MIXED USE RETAIL & RES Permit Type: SIGN PERMIT Permit Fee $ 75.00 Location 149 NORTH STREET Map Parcel 309226001 Town HYANNIS • Zoning District HVB Contractor PROPERTY OWNER Remarks 4REFACE 40 SQ SPEEDWAY Owner: ABRAHAM PETROLEUM INC Address: ONE HESS PLAZA WOODBRIDGE, NJ 07095 Issued By: PC POST THIS CARD SO THAT IS VISIBLE FROM TIDE STREET 1 k ` PERM'I;T PAYMENT RECEIPT BUISIING DEPARTMENT 200 MAIN STREET HYANNIS, MA 02601 DATE: 07/16/15 TIME: 14:38 -----------------TOTALS-. - `---'--- --- PERMIT $ PAID is '. 75.00 AMT TENDERED: 75.00 AMT APPLIED: 75.00 CHANGE: 00 APPLICATION NUMBER: PAYMENT REF: 9511K use,' ; f �►,� Town of Barnstable Regulatory Services "`R', Richard V.Scali,Interim Director i' J Building Division (�K Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 � www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit cS�vea�li/us/ LLC Applicant ryt, , i/y �� Assessors No. 36 !F e'e Doing Busnness As: 6dr✓_= &-"Lky _Telephone No.� �_2�� 61 S Sign Location �C Street/Road: Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? ( NO _ v{ _ Property 0wner,¢*,-4- t'.." Ae-Tvd/ ..�t-- Name:_— �e e- W C Telephone: o O-'v& �f5 /�L JOz0 Address:- -- --- ---_—Villager `C3 Sign Contractor // / `'` Telephone:- _tF6 C" Mailing Address:-7 C2:2 wE p.S2� C��_ f�c �e��1/� e!:73-6 , 5" Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? Ye o (Note:Ifyes,a wiring permit isrequired) 815- 8°Sv r\f Width of building face —ft x 10= x.10= Check one Reface existing sign or New Total Sq.Ft.of proposed sign(s) Ifyou have additional signs please attach a sheetlis&jg 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 die 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 Zonmg Ordinance. Signature of Owner/Authorized Agent: Date Date ) /� 6-1 We c,C B)e4oW —Gd :�ld x 2-F /d � 3�; S S ��✓jC�t�dCJ /✓t/H�iy D /7la-T Al-e fiv,s - X�- a-,or zr'# SIGNS/SIGNREQU 19171 20.7 revisedl10413 "<-J n da•i d?S BAPN6IABIE,� MIN Town of Barnstable Growth Management Department Hyannis Main Street Waterfront Historic District Commission 1. wzozo.town.barnstable.ma.us/!z jannismainstreet George A.Jessop,Jr.AIA,Chair Jo Anne Miller Buntich,Director Acknowledgment of Twenty Day Appeal Period Required by Section 112-33 of the Hyannis Main Street Waterfront Historic District Ordinance I, "V l ppltant"), acknowledge that the Certificate granted by the Hyannis Main Street Waterfront Historic District Commission is subject to a twenty (20) day appeal period, pursuant to Section 112-33 of the Code of the Town of Barnstable. Within 20 calendar days after the date of issuance of a Certificate, any person(s) aggrieved by the determination of the Commission may appeal the decision to the Historic District Appeals. F Committee. The Appeals Committee, after an evaluation of all pertinent evidence, may uphold, overturn, or remand a determination of the Hyannis Main Street Waterfront Historic District Commission. Decisions of the Historic District Appeals Committee may be further appealed to Superior Court:° Any subsequent permitting or licensure conducted in reliance of the Certificate granted by the Commission is contingent on.the validity of said Certificate at the conclusion of,any appeal. The Applicant shall be required to fully comply with any decision of the Historic District Appeals Committee or,upon remand, revised decision of the Hyannis Main Street Waterfront Historic District Commission. Signatu e: Applican Date C. Print Name 7 5 Address of Proposed Work 200 Main Street,Hyannis,MA 02601 (o)508-8624665(0 508-862=4784 r s e P i l �, ar+.o.M'..."a`. "'> ✓', ""� 3� ^'^ .*'''a a4„*� S ,fiI-ljm r#'' "' .. .r_ SATELLITE VIEW ��/��•\/�J� TITLE S eedwa DWG By �L5 DATE 03/31/15 DATE REVISION By THIS Ri AN OAI(1NAL NRR1Bu5NED ■v P y 426/15 REVISED PYLON REFACE JDH OMINNG LFEATE08Y VSF0.li 55LBMRTEO FOR Y"PERSONAL CT P H I L A D E L P H I A S I G N ADDRESS SW2429-Speedway Store 0002429 DWG NUM B60922 07.07.15 REVISED E01,E02 SH MINGPCOANNEO FOR"YOU BBYIECD, IT IS Nor TO RE S$"N TO ANYONE ORINGING THE WORLD'S BRANDS TO LIFE 149 North St, OUTSIDE YOUR OXWZATION NOR SHEET IS IT TO BE USED,CORED,REPROOl D. Hyannis,MA 02601 1 OR UNBITED IN—ASNON, 707 WEST SPRING GARDEN SIT•PALAYRA,NJ•08065•P:858.829-1460•F:856-820.8549•WES:http:/Av ,philad,lphlaslgn.com l" FREESTANDING ILLUMINATED PYLON , BEFORE AFTER SCOPE: 62-1.2"h X rrw 79-1/2 REFACE EXISTING NON-ILLUMINATED PYLON WITH " SOLID WHITE 1-1/2"BORDER �RAr;�a?•' z,? 'N..�N,NI'FyRe n '>`?u� ;� � . „ ,: ... Al:,`.q RAISED WHITE PVC Speedway LETTERS AND LOGO"S" 'aar,".. �. r y. I PYLON ELEVATION PYLON ELEVATION TRIE S eedwa DWG BY JLS DATE 03/31/1$ DATE REVISION By ix66 AN ORGRUIIMTN9t15NED P Y BY RSC.O.IT 4/26/15 REVISED PYLON REFACE JDH tS SUNR0CREATR YOLBFRSON ISENBOEDFBIYN PEASORAL ADDRESS DWG NUM 07.07.15 REVISED E01,E02 SH USEWCONEINCNOn OUBYPS.C.0, L SW2429-Speedway Store 0002429 T S NOT TO BE STOYB1TO ANYONE B60922 iT is NOT to BE snowN To ANYONE BRING INC THE WORLD S BRANDS TO LIFE 149 North St, OUTSDE TIBIA ORGANIZATION NOR SHEET IS IT TO BE USED,COMM,REPRODUCED, Hyannis,MA 02601 2 OR DIABITED IN M FA90ON. 707 WEST SPRING GARDEN ST•PAIJv1YRA,NJ-08065•P:856.829-1460-F:856-829-8549•WEB:htlp:/Aw .phIWeIphlasign.com ®i HESS EXPRESS BUILDING BEFORE (. SCOPE: PAINT GREEN TRIM SW 7034 STATUS BRONZE REMOVE"HESS"AND INSTALL 26"BADGE SIGN WITH 1-1/2"WHITE SQUARE BORDER h LOGO WHITE"S"TO BE RAISED PVC y� INSTALL 12"HIGH RED SPEEDWAY PLATE LETTERS ON FASCIA(5.2 SQUARE FOOT) =a 1. I I I AFTER N i K - I ti "Speedway" s t NON-ILLUMINATED BADGE SIGN SCALE:V_1,0„ 44 7 TRLE DWGBY DATE DATE REVISION By PIS 15 AN ORIGINAL UNULM0 Speedway JLS 03/31/15 4/26/15 REVISED PYLON REFACE JDH DRAWINGCREATEOBY P.SC O.IT IS NG RAEO FOR POOR PERSONAL P H I L A D E L P H I A S I G N ADDRESS SW2429-Speedway Store 0002429 DWG NUM B60922 07.07.15 REVISED E01,E02 SH USE IN ONNJUNCTOIONYW BYRSCOCT It IS NOT TO BE SNOYIN TO ANYONE BRINGING THE WORLD'S BRANDS TO LIFE 149 North St, SHEET OUTSIDE MR ONGANZRNON NOR 6 R TO AE m.COREB,ISFROGuI Hyannis,MA 02601 3 OR EB ED IN AN fANON. 707 WEST SPRING GARDEN Sr•PALMYRA,NJ•08065•P:856-829-1460•F:856-8295549•WEB:hnp:/hA n.phllad,IphNtRign.c= ...x+Y.4:..1' rv'..�.rr.,,...:>.........._.... ..�.._s_.. ..'.w,-. ...:-Y..-... s• '.:^. .... ,..... .. ._:-. ..........._.. -.... ....,. -. ., -� ... w. •...- m .....r• ........ ..�:tm... .. ... ._ .... e • .a �l i Pizt sil.rwT:;;i�i�r t{t� ik�-✓t�ti� A.is�a t{r�.Kh riTi .. �. Pi�iladelphia. igq G4mp�xny 7Q7 cst-600 g C0tc�e�i. t + R Tmyra,t ) 08U65 { SW2429 Speedway 2129 Speedway Store 0002429 149 North St Hyannis, MA � A & I T' g M. 0 ` ` $� ��ex�tt�i'��aY'.��►'�vtier�r��i� a`b e ' : Y ee `ihh;y ,ea t� i�[hdr�z ioa f0 Pbilad i fbi ige�. .z� 1/np ►e s.0 a .0 �app�Y` aad i�st� town g .0 . 40. 444v�r� > sir tY lore I.MLORIDAPPROM i Ar=tht Name;.A A.,L_ � .$ email 'Drive PWRAY.Cofot . UrM Q - Plipit��•, W®o D 51t"q� N J 01 R-I 5 t 8. j. t RvtuYii Fibtm to FZIW O)PI ram:'COMP%bY 4: r or FAX to 6:9294549'*ttn ghfbAf' 44 e406y, .. t or::ef d tol b&dvft p Wsagni-O id F f 3 - S1 . ...... r....✓r• �n ..•..r... - ...a..w�••...r....a ..�...•w,.,........•• ..� .......f-r.O...M.... f ..r. ...a w•. .:y.:li.n: ...a.� � � ..v.. ..r. BawRa a�� {t itk+i � E3Rv # p . Town of'Barnstable ? i_ Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.town.bamstable.ma.uVhyannismainstreef Decision—Certificate of Appropriateness Speedway, LLC-149 Worth Street; The.Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code,of the Town;of Barnstable Chapter'l 12,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District,-hereby approves a Certificate of Appropriateness for the following property; Property Address: 149 North Street,Hyannis Assessor's Map/Parcel.: 309/220 001. At the July 1,.2015 hearing,after consideration of the testimony given and materials submitted by the..applicant and members of the public,-the Commission found the proposed design for specific.signage as outlined,will appropriately contribute to the historic character of the Hyannis Main Street Waterfront"Historic District. The'Commission considered the material, design, color, size, location, and.context. of the proposed signage and found it to be appropriate for theprotection and preservation of the district.' Based.on.these findings, the^Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. Reface of existing, double-sided freestanding business ,sign,,not to exceed 75"'x 58" with the Speedway logo and a white 1.5 inch edge border... 2. Business sign.on the pediment not.to exceed 26"x 34"with Ahe Speedway logo and a,white 1.5_inch edge border,square corners,no internal illumination,square cornered,wood composite with vinyl facing. . 3. Business sign on the fascia not to:exceed 42"x.88"consisting of raised individual PVC letters and no internal lighting. 4. Sign fascia shall remain'the existing color(gray). 5. Sign permits from the Building Division are required. Allsignage must_l a compliant with the Sign Code. I M Present and voting.in the affinnative to.grant the certificate of appropriateness:were.: George.Jessop, Paul Arnold; Marina Atsalis,Brenda Mazzeo,John Alden Opposed:None George A.Jessop,jr AIA : „ Date Hyannis Main Street Waterfront Histori trict omtnissio cc: Carol BuOee,AgentThiladelphia Signs,Applicant !' Tom Perry,Building Commissioner File I,Ann Quirk,Clerk of the Town of.Barn table,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. i. Signcd and sealed this day of under the pains and penalties of perjury:. i-. Ann Quirk,Town Clerk 4 . . Jn } Town BarAVtab Hyannis Main Street liVaterflront Historicr®itlrotConnmission r Application. Certificate of A propriateness fot"Signage . Application is hereby made for the issuance.of a Certificate of Appropdateness.under'MGL,Chapter 40.C,The Historic Districts Act;for proposed signage as described below and on drawings or photographs accompanying this'application. CHECK ALL THAT APPLY: 1. Business Sign 2, Open/Closed Sign` _ 3. Trade Flag I 4. Trade Figure or Symbol 5. Location Hardship Sign { - Assessor's Map No.�a 9e?•TG�/ Parcel No. .30 4 a o>: Address of Proposed Work 9 torah i T Applicant Cowl Byczt&-�' /.k'7, W tl,, 'Tel# 2 9 Applicant Mailing Address �d Al rc B_7 Town/StatelZl �► Sc n c/,wj'T el lot p a "7 Applicant E-MailAddress + a �r ha AT�m/�u.�, arc, C� Property Owner G .,01 1. Tel# Owner Mailing Address Town/Statel4p A.-z"w r j OF 6 fr6`y i � t Agent or Contractor Tel# Mailing Address ,9 Town/State2p _jg; Agent E-Mail Address =. a� ' ;o,c,?__s dl f' n i Z Signature.:ofApplicant = Date 4 0 'For'l:ocatiwHardshiy Signs Vreestanding Trade Figures mSymbols to:be located on private,property: Check box if property.owner has granted permission to locate Sign or,Figure on them property b b ' V t rl Eb j t JUL -- 1 2015 „ TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION 5 Business Sign 1: Size of Sign x Material(s)of.Sign Gya17 %t!D C%. Materi :of Lettering(if different) /74,/0cl Will the sign be illuminated? l If yes,what type of light fixture Location of.Fixture � 71_ f . _ Business Sign 2: Size of'Sign Materials)ofSign w✓, H r/ . / /van L Material of Lettering(if different) Will the,sign be illuminated es-No - If yes,what type of light;fixture -Fuv. ;cation of Fixture: Z;4 T t _ Owed Size of Open/Closed Sign: x - Material of Open/Closed Sign: If.Neon,indicate color(circle one option): Red Red;&Blue Color of Open/Closed Sign; Trade Flag: Size of,,rade'Flag x Material.of Trade Flag: Trade Figure. Dimension of Trade Figure or Symbol: x Or;Symbol: Y Material of Trader Figure or Symbol: is Location Size.of Hardship Sign: x Hardship Sign: , - Materi al'of Hardship Sign: Lettering Color and Material: ; APPROVED JUL - 1 t Page 2 of 2 - 2015 TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION Business Signy Size of Sign. _/ x_ Material(s)of Sign.._ ..115v ' /�/. �Q .> Material of Lettering'(if different) Will the Sign be illuminated? o J 1 s � r ;p-v.✓' If yes,what type of light fixture _' i Location of Fixture Business Sign 2.: Size of Sign x Materials)of Sign-------------- ' Material of Lettering(if different) Will the sign be illuminated? No If,yes,what type of light fixture Location of Fixture -- OpeniClosed Size of Open/Closed Sign, x Sign: - Material of,Open/Closed.Sign: l - • If Neon,indicate coloe,(circle one option): Red Red&Blue . �. Color of Open/Closed Sign: •. Trade Flag: Size of Traded=lag; 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:> ` Matedalof Hardship Sign:. Lettering Color and Material: APPR 4 O V E , JUL — 1200 Page 2 of 2 TOWN OF BARNSTARLE HYANNIS MAIN ST WATFP,?RCINT HISTORIC DISTRICT COrvw:i55,C,cq r � { ' _}➢ ". W9f, t ` rn Ut VAX lk ["'NIAN'�'�'ZXVKA . � •i= � v '� � .�l{ .-�F�. .�.::.....-a*•� '°fir, '�,� � X - �s_ g @ '7. m, cn It f � y � A- OVED c ►, � r� '� ! L _ 1 2015 TOWN OF$ARNSTABLE L -- HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION ° I za w�n mW \ C Q00 ir Speedway Logo Red.Background Z~ Dunken Donuts white background With.1/2,cutout letters; - --, attached to exsistin9 sign. _ Zo x _. . . ... 58 % +G Q. Q wjam w = w CUSTOMERv PERMIT No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: P 0.= . REVISIONS: SCALE cc _ s This is an orginal unpublished drawing;created by Plymouth Sign Company;Inc.it is submitted for your personal use in connection wath the project bang planned for by Plymouth Sign Company,tnc It is not to be shown to anyons outside your organization;nor�s�I to be used,reprod ed,copied or exl6te l in wry fashion whatsoever.All or any parts of Ns design{exceptit regstered trademartcs)remain propeCty of Plymouth L t company.Inc. Charge for design withoutpermission of Plymouth Sgn Company,krc is 5500, ® zo CC ui i LLJ Qo cc 3 lz` ID .� °C. i . P �k i ,r 42" x 88" FACIA SIGN BOX 18". X 24 NORTH STREET HYANNIS td .75 PVC Badge with.white Vinyl graphics O, iD 'Q, .. p - . .V O r . CUSTOMERr. . '' ` ' PERMIT No. : DRAYM BY DATE: MATERIALS AW. VED BY LOCATION: P.Q! REVISIONS: SOLE ' This is art,orginal unpdbiished drawing,created by Plyn'Ioudh Sign Company,Inc tt is,wbmitted for yow personal use.in connection wtfh the pprrotect being planned for by.P1yn�outh Sir Company;Inc.It is not to be show;i to anyone outside your organization,nor is it to be used,reproduced,copied or e)ditted in any fashion whatsoever.AD or any parts of this desdg�{excet�ti , rae*ered trademarks?remain.property of Plymouth So Company,Inc, Charge for design Wfhout percussion of Plymouth Sign Company, 'cn is SOQ4nl . zo �u) L q� % C= �o d � c� a . �' Cc , Zlit F- ,00dw } 26" FACIA 21" LETTER KF. 75 PVC Letters r Q am o mr— DREES � a CUSTOMER : "; �; ; PERM-I t No. DRAWN BY DATE: MATERIALS APPROVED BY LOCATION: R0 REVISIONS: SOLE Thus is an orgina!unpublished dravvl created by Plymouth Sign Company;Ina ft is submi<tad#or your persona!use in connection with the project be!ng Manned for by Plymouth Sg�Company Inc,jt:is not to be shown to anyone outside your organization,nor is d to be used,reproduced,coped ar exited in any fashion whatsoever AN or any parts of tt�!s desk(exfintregstered trademadrs3 remain property of P3ymoufh Seri Gompa ay, Inc Charge for design without petmission of Ptymcwth Sign Company,Inc is i '1-1�- 15 ��- �� ab��oyyS� �� e I e.�S �,� � �� - �� 3 • S �,c�� . �, � — `fie �vc� -�- 7 7 ,�G� ��`'�a�� of Town of BarnstablOF a,ISTA E Regulatory Services 02 MAW 3 Richard V.Scali,Interim Director 1 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601I q j i ev www.town.barnstable.ma.us / �( Office: 508-862-4038 Fax: 508-790-6230 Permit# \ Building Official approvuig / Application for Sign Permit Applicant:_CzL Assessors No. 30!j J d6 I Doing Business As: �.nG��v LLL Telephone No. Sign Location StreeVRoad:�� Vev-2% Zoning District Old Kings Highway? Yest Hyannis Historic District? Y l o Property Owner Name: Q,,d c2 �G Telephone: '2 f�a ;,5 -o G �' Address:_O/VG l EeT '1& 4z49 Village: moo a'lOr- Sign Contractor �r4 Name: AIVA &0/1., )� j l Telephone: Mailing Address:W 2 dt/V .S.o/�/Sl s ��/Q _577-- / & lsr,V. ram- AIT70IF0451- Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions mid location. _ 5 t 6-v 4r- 3 o,v"g�-y Is the sign to be electrified? (Note.II'yes,a vnir lgpermitisrequired) Width of building face_e_7_ft x 10= X70 x.10= Check one Reface existing sign 4!!:�'-or New Total Sq.Ft of proposed sign(s) If I ou have additional signs please attach a sheethsdug each one u th dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am die owner or that I have the audiority of the owner to make this application, tlhat die information is conect and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: DateS— s�� - k.:�01&er A-At��s.�� °X Lr,�W S-;asses SYG� %- �?.c'oc r cep ,� n r w - G `X j SIGNS/SIGNREQU /_ Tnis@T cSi v5 Q FT 13P✓opo Se �x sTj 1� 12&4&,-7 e7o 4 v �Jq7a /�e.,•..e r'�J ..� �� :.wi.w.+.+c•.�.R^"wr�,��+wA. s�'+ sic_. .....,. Yes. M€6� 444 w'':�'�'-w+r w'�...ri. �'"•` w. 'b...^•�N'-k;r..'• v',wrF �Wn`��.fr � at�4',�` ,yti� � ��- `x y� u e a bM y w . . tt o- ,r P v A x LOW ON l e SATELLITE VIEW TITLE DWG BY DATE DATE REVISION BY THIS E AN ORIGINAL UNPUBUSNED Speedway JLS 03/31/15 q/p6/75 REVISED PYLON REFACE OH S GUE4MEDFOD6r PSIT 6 SUBNG UEFOR Yam PFC CO.O.AL IT ADDRESS DWG NUM USE N CONIImCIWN VmH A PROhCT LAD L P SW2429-Speedway Store 0002429 B609P2 BBNGPIANNEDFORYOUBYPs.0.0. BRINGING THE WORLD BRANDS TO LIFE 149 North St, OUTS TTOBESHOVM TO ANYONE Hyannis, SHEET 1 si;oazUUSSEDDRGCnno,REFRODUCED, y ORE RDEO INANYFASHION. 707 WEST SPRING GARDEN ST•PALMYRA,NJ•08065•P:856-829-1460•F.856-829-8549 WEB:hap:/ +•PhlladelphlaslgBx.. FREESTANDING ILLUMINATED PYLON 7 �j /LJ / BEFORE AFTER SCOPE: ` A Y ti � 62-1.2"h x 79-1/2"w REFACE EXISTING PYLON 4 .. T-..:..-x�.,..- Y r•... V4, NON-ILLUMINATED LOGO/SPEEDWAY 40 �iav Bewulzg �. 4. E .w', �� `E,..Xor � � ': -�. s, n & :+.w'4� ��fi•,d' #�firU _ PYLON ELEVATION PYLON ELEVATION TITLE DWG BY DATE DATE REVISION By THIS IS AN DRIWNAL UNRBuSNEO Speedway JLS 03/31/15 4/26/15 REVISED PYLON REFACE JDH ORASHNO CRE FORM R.SCO.0 IS E N CONJUNCTION FOR YNR PERSONAL ADDRESS DWG NUM UI IN CONN ROJECT CO. H I L A D E L P H I A SW2429•Speedway Store 0002429 B6O922 BEISNOTTNBEWyiNTOANYNE BRINGING THE WORLD'S BRANDS TO LIFE 149 North St, OTSIDE ORERN01'1NTI ANYONE Hyannis,MA 02601 SHEET 2 Is OUTSI SEE DE YWSED,CORED, O ORGANIZATION REP NOR Y OR T 4& ON N E REPRODUCED, 707 WEST SPRING GARDEN ST•PALMYRA,NJ•08065•P:856-829-1460•F:856.829-8549 WEB:httP:/Ax .phERdelphlaelgn.com HESS EXPRESS BUILDING BEFORE N SCOPE: PAINT GREEN TRIM SW 7034 STATUS BRONZE L�!t S G w 3 -REMOVE"HESS"AND INSTALL 26"VINYL BADGE SIGN 'C e ' d INSTALL 12"H RED SPEEDWAY PLATE LETTERS ON FASCIA � J( �j!'y s a s 5 w• gg g a t, • '" 34" AFTER 6 U e N , } f� v 'c� #.v�' "Speedway„ NON-ILLUMINATED BADGE SIGN SCALE:1"=1'0" TITLE DWG BY DATE DATE REVISION BY TIIIS¢AN ORIGINAL UNPUBLISHED Speedway JLS 03/31/15 4/26/15 REVISED PYLON REFACE DH DRAW HO CREATED BY P.S.c O.IT Is SURNITTED FOR YOOR PERSONAL P H I L A D E L P H I A S I G N ADDRESS 5W2429-Speedway Store 0002429 DWG NUM B60922 BEIu Pi°N ED`FOR" EROJECT CO IT IS NOT TO BE SHIM TO ANYONE BRINGING THE WORLD'S BRANDS TO LIFE 149 North St, SHEET OUTSIDE YOUR OACANIZATION NOR Hyannis,MA 02601 3 ORexHi ITEDINANYFASHIIONRDDucEo, 707 WEST SPRING GARDEN ST-PALMYRA,NJ+08065•P:856-829-1460+F:856-829.8549+WEB:hnp://w .phlladelphinign.com ENGINEERING SHOP SQUARE FOOTAGE:6.14 VINYL/LAYOUT ROUTING/KNIFE PHILADELPHIASIGN 707 West Spring Garden Street Palmyra,New Jersey 08065 Phone:856.829.146D GENERAL SPECIFICATIONS Fax:856.829.8549 SINGLE FACE WALL SIGN www.phlledelphiaslgn.<om 2'-10" 1 1/2" CABINET: 2'-3 3/4" 1/4" 3" Fabricated With.063"Thick Aluminum Returns With 3mm Compbond CUSTOMER: a SPEEDWAY FACE: 4"Radius 1/8"Pan Formed And Embossed Clear Acrylite SG With Second Surface Translucent Vinyl,Back Sprayed White. JOB NUMBER: ILLUMINATION: ' White Bitro LED As Required. 1"Retainer SIGN TYPE: �11 ELECTRICAL: SW.26.BADGE 114"Embossment 120 Volt 20 Amp Primary Electric Circuits. LOCATION: Aluminum Cabinet MOUNTING: - And Retainers ,M, Mechanical Fasteners As Required Per Wall Construction. Painted Red. N r t COLORS: Background Arlon Series 2500-143 Poppy Red r� Pan Formed Copy PMS White DATE: Embossed Face. :'il Retums And Retainers SW 4081 Safety Red 01/15/2015 Cabinet SW 4081 Safety Red DRAWN BY: All Signs Equipped With U.L. i JTR Approved Disconnect Switch 111999 As Per NEC 600-2. ANCHOR SCHEDULE REVISION: _? Number: Date: By: WALL MATERIAL ANCHOR TYPE OTY or SPACING Attach To Existing Wall Surface SHEET: END DEPT With Non-Corrosive Hardware. .�.. u. - Threaded Rods With Min.2"E Min.(3)Total See Chart Below For Hardware - Embed In Epoxy 7 OF 1 To Suit Mounting Conditions. Concrete(3ksi)or 1/4"Tapcons(or Equal)With Min.(3)Total DWG NUMBER: FRONT ELEVATION Hollow Masonry 1.75"Embed. SW.26.BADGE SIDE VIEW 3/8"Expansion Anchors With B58986 26"S/F Badge Sign SCALE:1-1/2"=1'0" 3.5"Embed. Min.(3)Total ENGINEER SEAL: SCALE:1-1/2"=1'0" 1/4"Toggle Bolts. Min.(3)Total 1/2"Plywood (No Access Behind) 1/4"Wood Screws Or Tapcons,Full Embed. Min.(3)Total Metal Studs Or #14 Metal Screws To Min.18ga Estimated Electrical Load Min.(3)Total (2.0)Amps @ 120 Volts ■ ■ Metal Panels Steel Or.090"Aluminum Electrical Rea'mts Hollow Wall 1/4"Thru-Bolts To Solid (1)20 Amp/120 Volt Circuits M (Blocking Behind) Blocking Behind. Min.(3)Total STANDARD WALL SIGN NOTES: 1. Sufficient Primary Circuit In Vicinity Of Sign By Others. 2. Final Primary Hook-up By Sign Installer, MAX DESIGN WIND SPEED 90 MPH Where Allowed By Local Codes. EXPOSURE 3. Sign Shall Be U.L.Listed. 4. Mounting Hardware By Sign Installer. THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED BY PSCO.R IS SUBMITTED FOR YOUR PERSONAL USE IN CONJUNCTION WITH A PROJECT Note:This sign is intended to be installed in accordance with the requirements of BONG PLANNED FOR YOU BY P5m.ITIS NOT TO Arti, 600 of the National Electrical Code and/or other applicable local codes. BE SHOWN TO ANYONE OUTSIDE YOUR This Includes proper grounding and bonding of the Sign. OBGANUATION No 15 ITTO BE USED,COPIED, REPRODUCED,Ofl E2HIBNEO IN ANY FASHION. x i . { k s•+1Yt+r+iivF t•�t �Fcr�c�''S..isda�a��:S ,��j.ei.x:i �. -C. 3�rlpn 9.Q�1X�cskrr[gGtc�eli. t i Rotmyra, f7 08063 {. k� . t SW2429 Speedway 2129 Speedway Store 0002429 149 North St.Hyannis, (CIA ' 0 0 F.T8��4 Z ►�; li i pep a�$kaft. �l►%On at ."G, i"bPpo` ca bA9�o vie . A u 16 1b'`�he �� f a A td ion for-P016I&W 81go. P an for ?e r��b �u �of io app�'`#o a end instil o-v�d9u�r-o. , ov��r� r tic for aomm i LANDLfiD1 APPROM- x. ; igrrtttiarNe, Ar Ftt Nar+'> LAQTG emoi�..14ALAUA ►�6rR - a 'b c*pwA -.9,604 • � is �Vwl Roam fog FWA006�1tfOip coopoo, nng ►9rdem i PAW 0800 t.. 6r FAX W.. -0 -g2M`5 9 v z 3. t ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel � ®� � � Application Q p Health Division Date Issued Conservation Division Application Fe 06 Planning Dept. �,�- ��" Permit Fee 5 " Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1V0dd—# 44 rn �i 77,171A -�' C Village Owner AR ie,4 Hi4 t., VWC- Address Ova-4- Telephone �!7 / I�7 Woad/�/L�lk� �- NAf'•0� � Permit Request T L tl eckc i vA Jq//C Square feet: 1 st floor: existing r/ proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation VOYC00,M Construction Type_r� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: L(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑'Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial TYes ❑ No If yes, site plan review # Current Use Ou K ash k:ts Proposed Use- T APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Narne S 4-4y-to R „ ,�, O Telephone Number S0 Z YC G Address efG 5 lk,�s License # _ O 7 y?7 Ll4,11. i4" Home Improvement Contractor# Email 4 k 1 ti r�,R S o Cod, Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO__lV E. g -VA,414401c- k"116- ' �Q � ✓1 �� SIGNATURE DATE r4-2®�� 't FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commomvealth a,fllfassackusetts Deparhnent of Iradustria!Accidents Office ofIrz tigadons 600 Washington Street Bostor4 MA 02111 wwmma&..govfdia Workers'.Compensation Insurance Affidavit: Builders/Cnntr actorsAEiectri,cians/Plumbers Appikawt Informat an 4 Please Print Lmh Name Address: Cityistt ,�� t , .. f� G p `'8 A;7a-mlon uemployer?Check the ap ropriate biz: Type of project(required):1. employer with 4. ❑I am a.general contractor and I p yt✓r 6_ ❑New construction employees(full andlorpart-time)-* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7- ling snap and have no employees These sub-contractors have g_ ❑Demolition yees and.ha lo v�eworkers' wing for rite an any capacity. emp _ 1 9_ ❑Building addition. [No workers'comp_insurance We ar rnce. tna ❑ l or additions required-] 5. ❑ tk�e are a corrpp r oration and its 10 Electrical�� 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'cc:rp tight of exemption per 1u GL 12❑Roof repairs insurance required.]S. c.152,-§1(4),and we have no employees-[No workers' 13.❑Other comp.insurance required_] *Anyappficaur that chedo boa#1 musrt also fill out the section below showing they workere ca®pensafmn policy information- Homeowners ers who svbmrit this af{rdsnid indicating they.are doing all wooer and then hue outside contractors mnst submit a near affidavit indicating such. FContractors that check this boa must attached an additional sheet showing the name of the sub-ccutracturs and:state whether or not those entities have employees. lfthe sub caatractors have employees,they must provide,their workers'ramp.policy number. jam an employer thatisprm+iift workers'c©mpaatsation insurance far my antpWem Below is thepolicy cued jab site informalton. Q Insurance Company Name: T A-Vs olA 1°` S Policy#or Self-ins.Lic.#i: Fxp rationDate: Job Site Address: CitplStateiZip: Attach a copy of the workers!'compensation police*declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator. Be.advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification- __. I do he.mby c under tree pains and penalties ofpeduty,that the information pronMed abmw is tnte and carrect. Si Date: tjokiai use only. Do not wMe in dais area,fa ba completed by city or town o,04ciat City or Town: PermitUcense# , Issuing Authority(circle one):., 1.Board of Health.2.BuRding Department 3.CitylTown Clerk 4.Electrical Inspector S.Phimbmg star 6.Other Contact Person: Phone#-: 6 r HOMEL-1 OP ID: LC AG10R0' DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 05/01/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT - Cross Insurance-Rhode Island NAME: 855 Waterman Avenue (AHiC, o Ert): A/C, /C No): Providence,RI 02914 E-MAIL Gary Heaslip ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Travelers Indemnity Company 25658 INSURED Homeland Builders,Inc. INSURERB: - - 465 Sykes Road Fall River, MA 02720 INSURER C: INSURER D: - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR - IkDTYPE OF INSURANCE LS VD .POLICY NUMBER MM POLICY I D/YYYY MM LTR I DfYYYY LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,000 _MMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY Y630284M1104COF13 01/01/14 01/01/15 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 6,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 10,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY - - COMBINED SINGLE LIMIT 1000000 Ea accident $ > > X' ANY AUTO YA08102164X966COF13 01101/14. 01/01115 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ - X HIRED AUTOS X AUTOS - Per accident - X. UMBRELLA LIAB OCCUR - EACH OCCURRENCE - $ -2,000,000 EXCESS LIAB HCLAIMS-MADE SMCUP2165XO23TIL13 01/01/14 01/01/15 AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION - - WC STATU- OTH- AND EMPLOYERS'LIABILITY - X TORY LIMITS I ER - A ANY PROPRIETOR/PARTNER/EXECUTIVEY/N YEUB582M073A13 01101/14 01101115 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N LA _ (MandatoryinNH) - - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below - -- E.L.DISEASE-POLICY LIMIT $ - 1,000,000. A Blanket Building& Y630284MI104COF13 01/01/14 01/01/15 Blanket 7,980,000 Business Personal DESCRIPTION.OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) .. Job Location Dunkin Donuts 44'4 North St Hyannis, MA CERTIFICATE HOLDER CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main St Hyannis,MA - AUTHORIZED REPRESENTATIVE Gary Heaslip ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD IMass. Corporations, external master page Page 1 of 1 ar Zh Corporations Division Business Entity summary ID Number: 050376470 F Request certificate New search Summary for: HOMELAND BUILDERS, INC. The exact name of the Domestic Profit Corporation: HOMELAND BUILDERS, INC. Entity type: Domestic Profit Corporation Identification Number: 050376470 Old ID Number: 000293607 Date of Organization in Massachusetts: 02-02-1989 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 00/00 The location of the Principal Office: Address: 465 SYKES RD. City or town, State, Zip code, FALL RIVER, MA 02724 USA Country: The name and address of the Registered Agent: Name: 'EDWARD V. RIBEIRO Address: 465 SYKES RD. City or town, State, Zip code, FALL RIVER, MA 02720 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT EDWARD V. RIBEIRO . 19 FAIRBANKS AVE., EAST PROVIDENCE, RI 02914 USA TREASURER EDWARD V. RIBEIRO 19 FAIRBANKS AVE., EAST PROVIDENCE, RI 02914-USA SECRETARY EDWARD V. RIBEIRO 19 FAIRBANKS AVE., EAST PROVIDENCE, RI 02914 USA DIRECTOR EDWARD V. RIBEIRO 19 FAIRBANKS AVE., EAST PROVIDENCE, RI 02914 USA Business entity stock is publicly traded: r L http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=050376470&S... 5/5/2014 Mass. Corporations, external master page Page 1 of 1 4 s, Corporations Division Business Entity Summary ID Number: 000827444 ; MRequest certificate New search Summary for: ABRAHAM PETROLEUM, INC. The exact name of the Domestic Profit Corporation: ABRAHAM PETROLEUM, INC. Entity type: Domestic Profit Corporation Identification Number: 000827444 Date of Organization in Massachusetts: 10-18-2002 Last date certain: Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 149 NORTH ST. P.O. BOX 665 City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Registered Agent: Name: MICHAEL FORD Address: 72 MAIN ST. City or town, State, Zip code, W. HARWICH, MA 02671 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT BADAWI SLEIMAN 6 SHEARWOOD LN. GREENVILLE, RI 02828 USA PRESIDENT BADAWI SLEIMAN 6 SHEARWOOD LN. GREENVILLE, RI 02828 USA TREASURER BADAWI SLEIMAN 6 SHEARWOOD LN. GREENVILLE, RI 02828 USA SECRETARY BADAWI SLEIMAN 6 SHEARWOOD LN. GREENVILLE, RI 02828 USA OWNER BADAWI SLEIMAN MR 6 SHEARWOOD LN. GREENVILLE, RI 02828 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000827444&S... 5/5/2014 r May 6,2014 To Whom It May Concern: I Badawi Sleiman of Abraham Petroleum,Inc.,landlord for the property located at 149 North Street in Hyannis,MA 02601 give my authorization for Couto Management Group to update the counters;painting and replacing the tiles in their space. My approval is contingent upon approval and clearance with Hess. I'm the principal owner but Hess is the main tenant and acting as the landlord. DUNKIN DONUTS Renovation 149 North Street Hyannis,MA Should you have any questions,please do not hesitate to contact me at (401)714-8885. Sincerely, Badawi Sleiman HOMELAND BUILDERS, INC. `V 465 SYKES ROAD FALL RIVER,MASSACHUSETTS 02720 TEL 508 677-0401 888-441-2656 FAX 508 673-3405 0 0 z May 9,2014 To Whom It May Concern: I Edward Ribeiro empower Steven Ribeiro, an authorized representative of Homeland Builders, Inc. to sign documents on my behalf with regard to the following job location: DUNKIN' DONUTS 149 North Street + Hyannis, NIA incerely, r 6 Ll9f�l,. / � 72- .'� Edward Ribeiro Owner Q n, 0 a 1 �? Massachusetts -Departriient of Public Safety Board of Building Regulations and Standards C Construction Su en isor a ! P . � License: CS-074975 r ) I STEVEN RIBEIRO` I 20 RICHARD CIRC. a SEEKONK MA 62771 + r j 954, Expiration commissioner 07/06/2015 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates[cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not.give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Niain St., Hyannis' Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis,MA 02601 (Town Hal))and get the Business Certificate that is M required by law. 12/24/14 - DATE: Fill in please: APPLICANT'S YOUR NAME/S: ('.0 t? G e f� Salvi Couto BUSINESS YOUR HOME ADDRESS: 169 Main Street Stoneham, MA 02180 781-279-0290 TELEPHONE 9f Home Telephone Number 781-279-0290 NAME.OF CORPORATION,Cape Cod Enterprises, LLC DBA Dunkin'Donuts NAME OF NEW BUSINESS TYPE OF BUSINESS Retail Operation IS THIS A HOME OCCUPATION? YES NO X ADDRESS OF BUSINESS M9'Morth Street Hyannis MA 02601 MAP/PARCEL NUMBER 3D3 (Assessing) e /ti �1-n��annF 149 _ L N}A-t L �esS couto When starting a new business there.are several things you must do in order to be in compliance wrth the rules an regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner cf Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM,MISSIO ER'S.OFFtGE This indvid al has cnf r ed of ny p r quirem nts that pertain to this type of business, Aut or:z^ed-$ignat-ure-,"* _ COMMENTS: ('(1P LG�IKX , lt�1C' " 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this.type of business:, ,v , m _ Authorized Signature* COMMENTS zc :o o; 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) -This individual has been informed of the licensing requirements that.pertain to this.t j ie of business. o Authorized Signature* COMMENTS: Mackie & Reddy Attorneys at La w Stephen C. Mackie 681 Smith Street Charles F. Rr illy Providence, Rhode Leland 02908 Fric .R. Atsrupenas Tel (40J) 521-4100 Fax (401) 274-5433 Of Counsel: wwwMackie-ReUly,com. Terence .E, Livingston Lamb8lCa�aal..cum. John T. L.ongn (:reilly@mackie-reilly.com. Brian A. Goldman, July 11, 2012F.atstupenas@nzackie-reilly,cr)m. Robin Anderson Zoning Enforcement Officer Town of Barnstable 200 Main Street Hyannis, MA oa6o1 = RE: Abraham Petroleum, Inc a �. 9-:North Street, Hyannis,-MA Map go% Block 226, Lot 1 r our file no. 18490 M Dear Ms. Anderson: k Please be advised that this office represents Abraham Petroleum,Inc. in connection with its commercial mortgage refinance for the above-referenced property with Bay Coast Bank. As part of the terms&conditions of my client's loan, Bay Coast is requesting a letter from the Town of Barnstable zoning office that the property located at 149 North Street, Hyannis, MA is in compliance with all applicable zoning laws. After you have had the opportunity to review your records, kindly f ax your letter to my attention. This matter is scheduled to close on July 17, 2-m and your immediate attention would be appreciated so as not to delay the closing. Very truly yours, Charles F. Reilly CFR: amb Enc... Mackie & Reilly Attorneys at Lacer Stephen C. Mockie 681 Snzith Street Charles F. Reilly - Provideitccc, Rhode Island 02908 Eric R. Atstupena.c Tel (401) 521-4.100 Fax (407) 274-5433 Of Counsel..' wta,w-Mackie-Rei.ih,:com Terence E. Lh)in.gston Law681C?ac,l.coin John. T Lon.gn Creilly@nwckie-reil.v,cunr. Brian A. Goldtnan. Eatstupenas@rnaekie-reilly.com FACSIMILE TRANSMITTAL SHEET TO: FROM: Robin Anderson, Zoning Officer Charles F. Reilly,Esq. COMPANY: DATE: Town of Barnstable JULY 11,2012 FAX NUMBER: TOTAL NO. OF PAGES, INCLUDING COVER: 508-790-6230 2 RE: 149 North Street,Hyannis, MA ❑URGENT ❑FOR REVIEW ❑PLEASE COMMENT❑ PLEASE REPLY ❑ PLEASE RECYCLE F This message is intended only for the use Of the individual or entity to which it Is addressed and may contain Information that Is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message Is not the Intended redplent,or the employee or agent responsible for delivering the message to the Intended redplent,you are hereby notlfled that any dissemination,dlstAbufion or copying of this Communication Is strid9y prohlbKed, If you have received this communication In ertor,.plaase notify us immediately by telephone and return the original message to us at the above address via the U.S.Postal Service. Thank you. BIKE Sign ti TOWN OF BARNSTABLE Permit * BARNSTABLE, ' MASS. 1639. ArF p�A Permit Number: Application Ref: 20061238 20060016 Issue Date: 06/14/06 Applicant: AERAHAM PETROLEUM, INC Proposed Use: COMMERCIAL Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 149 NORTH STREET Map Parcel 309226001 Town HYANNIS Zoning District HVB Contractor PROPERTY OWNER Remarks 1-12.5 sq Hess Express on bldg/1-4.2 sq Hess over door& 1- 33 sq free stand Hess &Hess express (DD snipe to remain Owner: ABRAHAM PETROLEUM, INC Address: 147 NORTH ST HYANNIS, MA 02601 Issued By: PG, POST THIS CARD SQ THAT IS YISYBLE FRAM THE STREET 21,7010 Ole�is� - b abaa-r♦uJ—x-3..�osra� • Hyannis Main Street Waterfr • Historic Preservation(if appli ❑ If ZBA relief(Special Permit or Varian ❑ Copy of decision ❑ Documentation that de year from date of ZBA ❑ Permit must contain complete owner footage of project,valuation of project building detail for Assessor's Office, of application. ❑ Five sets of house plans measuring required. Plans must include a found floor plan showing location of smoke engineered lumber and/or structur ❑ Workers Compensation Insurance of Insurance Compliance Certilic 400�112_3P- n of Barnstable , 3 � Tow � � r Era Regulatory Services Thomas F.Geiler,Director (1 ABLE.MARNST ' Building Division ; MAM 9� %639• Tom Perry, Building Comraissioner _ 200 Main Street, Hyannis,MA 02601 ~�� . 5,�' -i_ . .......................... www.town.barnstable.ma.us c, r-)(? Y w ; Fax: 508-790-6230 Dffice: 508-862-4038 r A L Permit# 6 10� L r Application for Sign Permit A9O AA 7 %.Ola Assessors Nod61�r�?�_ 0� Applicant: _ _ p S E Telephone No.' O 9 3 J / Doing Business As: `S S L L S Sign Location Street/Road: N�� S Zoning Dis trict: Old Kings Highway? Yes/No Hyannis Historic District? Yes o ._--_ Property Owner L f Telephone: 19 l/ Name: Q c Address: �� /�a� � Village: Sign Contractor a/ N1 Aj Telephone:gOU-636 9 t J Mailing Address: ILA 1i0(?�z �2• L�O�OU9� ' /7S Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yesa (Note:If yes,a wiring pe iitt is required) ft. = � = Width of building face x10 Q Ox 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. . Signature of Owner/Authorized Agent: Date: Permit Fee: P O Size: (�\ 5 - Sign Disapproved:Permit was approved: �( Date:- Signature of Building Official: --wrnoir_r1eva nnf.' � 1 151' w - 12 _ Elevation:Oty•102.5 SF) Scale:l/2"=P•0" 3/4"Wood letter - 1/4.20 x 2'Aluminum stud DescriptionExterior fordo (1)Set of custom routed 3/4'deep wood letters per mounted to huilderg fscic. Typeface Sedum Mounting Detail Hess Express logos(Supplied) Stale:Full C06S Hess•Faimed PMS 555C Green Nerdy Color) Express-Paeded PMS Red 032C Nerdy Color) Installation F'm mount letters to budd'mg fasclo in location of"Blue Bay Faros" Wets with required hardware. r � - ..� ore. Location Photo Before 8 After Scala HTS }ob.. Am mt Mmager: gate: Re*lms: i ■ Oftmr Approval Acd:Manager Approval Ndw[on Approval Basso6 MB A 04.14.06 1.0 05.11.06 0.5 e� ®'n 1.5 0 8.3 0 3.8410 tomfloHnb,MA ( H_m ma_Wood-letters-1)BRlGolliigaa I SIGN Amo AWNING FAX 1.508.303.8480 I I I }- ing (Existing Peek) ar 32"� 15 3/8 41" ell (Existing Peek) f % 3/4"Wood letterer. 'h Y y %T— �� n� •' 1/4.20 z 2"Aluminum stud Exterior fascia i n rx lam} f / f t ��i' ti ✓✓Elevation:Oty-1(4.2 SF) Section:Mounting Detail Scale:3/4"=1'.0" Scale:Full 1 Description (1)Set of custom routed 3/4"deep wood letters/logo = t pin mounted to building fascia- '- f Typeface - Nf Hess logo(Suppled) colors Graphics-Painted PMS 55SC Green(Verify(olor) 0 w� Installation Rn mount letters to building fascia in location of"Olives" letters,with required hardware. ' J �r Location Photo:Before&After Scale:NTS jab: Account Manager: Data Revisions: Customer Approval Acd.Manager Approval Production Approval Hess 011 Bill Gavigan 04.14.06 1.0 05.11.06 03 V i®®w i l.5 0 8.3 0 3.8400 Loc �r an Fla Design Hyannis,MA er SIGN AND AWNING FAX 1,508,303.8480 Hyannis, I Hess-Hyannis-Wood-Letters Bill GalBgan ROME 78" (Existing Cabinet) 75" (VO.) �y ��r.JJS T- 22"(VO.) Top Tenant Replaced With Hess Cut Size-23 1/2"x 77 1/2" (VIF) .JIh- E:Ei3S OV W O UV° �OCtI M4 DID Signage To Remain As Is T- 21„(V O) Bottom(2)Tenants Combined To Make One Large Tenant For Hess Express (Remove Divider Bar Cut Size-22 1/2"x 77 1/2" (VIF)) Elevation:(hy-2(33 SF Existing) Scale:1/2"=l'.0" Description M' , Exisfing D/F tenant sign with 11/2"retainers and 2"clMder'T"bars to be refurbished with new{aces and imams:(2)New 231/2"x 771/2"x 3mm Dibond"Hess"faces with 1/2' _ routed PVC graphics 8(2)221/2"x 771/2"x 3mm Dibond"Hess Express"faces with r 1/2'routed PVC graphics. _• ,r>suuarsti#p c uprs - Typeface � - .�-x t- " Hess 8 Hess Express logos(Supplied) - Location Photo:Before 8 After _ Colors Scale:NT5 " r Hess-Painted PMS 555C Green(Verify Color) Hess Express-Painted PM5 555C Green 8 PMS Red 032C(Verify Color) Background Panels-White(Factory Color) Installation Switch out old tenants with new tenants. Job: Account Manager: Date: Revisions: ■ ■ }. Customer Approval Acd.Manager Approval Production Approval Hess oil BillGovigan Da.14061.5 �� W��1� 1.508.303.8400 Hyanm; I tile: I Designer. I � SIGN ANo AWNING FAX 1.508-303.8480 Hyannis,MA Hes_Hyamis_Temnt-Reface Bill Galligan �TME A Hyannis Main Street Waterfront i Historic District Commission + BARNSTABLE, • r/ .. 9 MASS. $ 200 Main Streets n s639' ♦0 Hyannis,Massachusetts 02601 P 1, TEL: 508-862-4665/FAX:`508-862-4725 l > G 41-k Application toZQU" U , Hyannis Main Street Waterfront Historic.District Commission in the Town of Barnstable for a ` z 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 ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: x 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑x 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 ASSESSOR'S MAP NO. 309 ASSESSOR'S PARCEL NO. 2 2 6/0 01 APPLICANTAmerada Hess Corporation TEL.NO. c/o Michael D. Ford, Esq. APPLICANT MAILINGADDRESS P.O. Box 665 , 72 Main St. , W. Harwich, MA 02671 ADDRESS OF PROPOSED WORK 149 North Street., Hyannis 02601 PROPERTY OWNER Abraham Petroleum, Inc. TEL.NO. c/o Michael D. Ford, Esq. OWNER MAILING ADDRESS _P.O. Box 665 , 72 Main St. , W. Harwich, MA 02671 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). AGENT ORCONrRACTOR Michael D. Ford TEL.NO. (508) 430-1900 ADDRESS P.O. Box 665 , 72 Main Street, West Harwich, MA 02671 HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT CO S *** SPECIFTCATION SHEET*** ADDRESS OF PROPOSED WORK 149 North Street, Hyannis, MA Q2 6 01 FOUNDATION Poured Concrete SIDINGTYPE Clapboard COLOR White CHRVINEY TYPE N/A COLOR Asphalt Shingle/ ROOF MATERIAL Composition COLOR Charcoal PITCH 12/12 gable with dormers (gabled) WINDOW Sash/Divided Light COLOR White TRIM COLOR Blue (existing) — *Change to Hess Green . Typical Commercial Aluminum DOORS with Insulated Glass COLOR Silver SHUTTERS N/A GUTTERS Typical K Channel / Aluminum DECK N/A GARAGE DOORS N/A 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. 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). See Attached Narrative. Signed Owner-Contracto —Agent () CLE ONE) SPACE BELOW LINE FOR CO11 DHSSION USE sei�ed1i�,T _ D" i,it This Certificate is hereby FAVK --��L Date B By Sipe EVIPORTANT:If this Certificate is approved, approval is subject to the 20-day appeal period provided in the Ordinance. CONDITIONS OF APPROVAL: r ` �`r Y CD g-e r' al'-3 HYANNIS MAIN STREET WATERFRONT HISTORIC DISTRICT COMMISSION 149 NORTH STREET, HYANNIS NARRATIVE OF PROPOSED WORK Applicant/property lessee Amerada Hess Corporation ("Hess") proposes to: 1. Paint all exterior trim"Hess Green"which is currently painted royal blue. A color sample of"Hess Green"has been submitted with the Certificate application. The body color of the building (white) will remain unaltered; 2. Change the color of the stripe on the existing building canopy from blue to "Hess Green;" 3. Change the accent paint color on the existing gas pumps and pump canopy from blue to "Hess Green;" 4. Change the color of the existing free-standing sign post/pylons from blue to "Hess Green;" 5. Add the Hess logo to the top of the existing free-standing sign; 6. Delete "Blue Bay Farms" convenience store, "Olive's Deli," and"Gas and Diesel" ladders from existing free-standing sign. Replace with"Hess" and "Hess Express" ladders; 7. Change "Olive's Deli" and"Blue Bay Farms"wall logo signs on the front of the building to similarly-sized "Hess" and"Hess Express" logo signs, respectively. Amerada Hess Corp., 149 North Street, Hyannis, MA, Map 309, Parcels 226-001 & 226-002 — New signage and exterior painting on building, gas pumps and canopy. John Idman was present. Mr. Idman stated the current owner will remain the landlord; Hess Corp is the new Lessee. He stated that the applicant is looking to replace the royal blue paint striping on the gas pumps and building with a Hess Green stripe. They would also like to add a 1"Hess green stripe to the gas canopy. Hess Express will take over the convenience operations so the"Olive's Deli" signs both on the building and the freestanding will be changed to Hess Express. They will also be changing both "Blue Bay Farms" signs to Hess with a green outline. The freestanding pylon posts of the existing sign will be the same just the ladders will change. The signs will be arranged with Hess on the top then Dunkin Donuts and then Hess Express on the bottom. There was no signage information in the file and Mr. Idman stated that the sign information was to be submitted to the office. Staff confirmed that nothing had been received in the office. Barbara stated that she had little problem with green on building. Atsalis stated that since the business is on the first floor only, she would rather see the striping stay on the first floor and have the window dormer rakes on the second floor painted all white instead of adding the green stripe. Mr. Idman stated that they are only planning on painting the existing blue stripes green—not adding any green, what's white will remain. Scudder stated that he has no problem with the Hess green,but he thought the free standing sign pylons should be painted white not green. Mr. Idman stated that contrary to the plans, the signs will not be internally lit. The lettering on the building will be non-lit individual green lettering on the white background that will match the size of the existing letters. The gas pumps are going to remain white with green stripe only—no lettering. A motion was made by Cotellessa and was seconded by Scudder that the HHDC approves the Certificate of Appropriateness as stipulated for new paint. The dormer rakes to be painted all white, lettering over front door to read Hess in the same size lettering with outline, on the right new lettering to read Hess Express, to the left - the existing Dunkin Dounts to remain. Replace the existing blue stripes on the first floor with green stripes, same size. Add 1" green stripe to canopy and repaint blue stripes on gas pumps green. So moved unanimously. AYE: Unanimous NAY: ABSTAINED: Johnson, Nancy, 667 Main Street, Hyannis, MA, Map 308, Parcel 137 — Alterations to existing building. John Grant was present. Mr. Grant explained that last June there was a kitchen fire in the building. He stated when Building and Fire officials came out to the building, they requested a dormer be installed on the rear of the building. The proposed shed dormer is only 8 %2' x 8 %' with a roof pitch of approximately 2.5. They will be installing a door where the existing skylight is that will access an exterior walkway connecting to the existing stairway shown in the pictures. Exterior siding proposed is T-111 stained gray. Jessop stated that board and batten or shiplap style is appropriate but not T-111. Mr. Grant stated that they would be willing to install cement HardiPlank clapboards painted white. , Jessop agreed that would be appropriate. A motion was made by Cotellessa and was seconded by Flinn that the HHDC approves the Certificate of Appropriateness as submitted. Scudder made a friendly amendment that the siding is to be cement clapboard painted white installed with 4" exposure instead of T-I I I and the roof to be covered with ice and water shield plus asphalt roof shingles to match existing. So moved unanimously. ` !!TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ON Application# 0 �C�G2 Health Division Conservation Division L o Y ZY Permit# Tax Collector Date Issued ` Treasurer Application Fee t 00 r Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/HyannisC' Project Street Address Village Owner T Address S h Telephone � �' I -- � � � � � � C� � i2�•F��.�a� �� Permit Request �E,k.g�' Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District ' Flood Plain Groundwater Overlay 15a co Project Valuation ss, Construction Type Gv O 0 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count h a Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use UILDER INFORMATION Name Telephone Number Address 7 License#_( oP,?-57 Home Improvement Contractor# � Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOe��S��;�4e4i SIGNATURE DATE 1 FOR OFFICIAL USE ONLY s PERMIT NO. DATE ISSUED ry-MAP/PARCEL NO. i ADDRESS VILLAGE OWNER, DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL � J PLUMBING: ROUGH FINAL , GAS: ROUGH pp FINAL(? , FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. j May 19 06 03: 56p Russell Wells 508 883 6518 p. 2 ' The Commonwealth ofMassaehusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street '�'h •l y,'` Boston, MA 02111 Yw .mass.golIdi/ Workers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plnmbers Applicant Information / ]Please Print I.egibl� Name (Business/Organizatiozvladividual): Address: City/State/Zip: � �c� � Qx5-11 . Phone#: Hof- 5/�7 -U,2 A,,r--ee}you au employer? Check the appropriate bog: Type of project(required): 1. I am a employer with 7 15' 4. ❑ I am a general contractor and I 6 employees(full and/or part-time).* have hired the sub-contractors New construction 2.❑ I am a sole proprietor or partner- Listed on the attached sheet. t Remodeling ship and have no employees These sub-contractors have 8: ❑ Demolition workers' co insurance. working for me in any capacity.' comp. 9. ❑ Building addition [No workers' comp.insurance $ ❑ We are a corporation and its 10.❑ Electrical repairs or add ions required.] officers have exercised their 3.L] I am a homeowner doing all work right of exemption per MGL I LF❑ Plumbing repairs or acid;Tons myself. [No workers' comp. c. 152, §1(4),and we have no 12,[D Roof repairs insurance required.] t employees. [No workers' 13.[] Other camp.msurance required.] "Any applicant that checks bax#1 must also fallout the section below showing their workers'compensation policy information: I Homeowner who submit this affidavit indicating they are doing all work andthen hire outside contractors must submit a new affidavit indicating such. lCntractors that check this box must attached an additional sheet showing the name oftbe sub-contractors end their workers'comp.policy informixtiou. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. �- Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: /5�9 o,�7� S City/State/Zip:_ ,� r�%S Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of eritninal penalties of a fine up to $1,500..00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains alopena#ies of perjury that the information provided above is true and correcz Si. afore: //� «r- �''t Date: 3 d Phone Of icial use only. Do not write in this area, to be completed by city or town of City or Town: Permit/Dcense# Issuing Authority (circle one): 1_Board of Health 1.Building Department 3.City/Towa Clerk 4.Uectric.ai inspector 5.Plumbing huspe for 6. Other Contact Person: Phone#: f _ BOARDS O BUILDIT�FG R LA I ' ' >n License: CONSTRUCTION SUPERVISOR R. r Numbers .S O40225 . . i cps 6/09 2Q08 Tr.no: 25559 $ g � . 4 , pAVID SCANL`tOIL * ` �a t c, t I r 56 SAWfv'IL DUDLEY, ,MA.-0151: , g Commissioner ' b MAY-23-2006 03:17 AM P.01 May 22 00 04;04p Russell Wells 508 883 6518 P11 Town of bumtable \`.; 1 Regu atory9ernces ,r t: eus. TDcmN F.v.uer,Mmlat ,' 16�r �u��ing�lr�sion Tom PeM,BuWgComwW ner 100ft5T*$pars,MAtal wtzx.toRri,betnriable.{na.us Off::e: 508•9624038 Fu: $03-790.6230 fteity OwnerMust Complete and Sign This Section If Using A Builder I, tM k) ,as Omer of the s zbje-pmierty herebyacrltoiize��,� 5/'�',V�tlir/,aMn��?a'.,R ec m as on crry beaal:, in all matters re:adve to work aahcrized bytha buHaR permit application for c,(�5 J,-S /4. (Address of job) Z ate s 0a Nur 05/22/2006 08: 55 5089875517 OXFORD INSURANCE PAGE 02/02 A CORD DATE(MWDDIYYYY) ---- -----T�,, CERTIFICATE OF LIABILITY INSURANCE 05/2212006 PRODUCER Phone: (508)987-0333 Fax; SDU-907-0063 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION OXFORD INSURANCE AGENCY INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P O BOX 370 HOLDER. THIS CERTIFICATE DOES NOT AMEND, 5MND OR OXFORD MA 01540 ALTER THE COVERAGE AFFORDED SY THE POLICIES aELOW- INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURER A: Illinois Union Insurance Comfy _ LAMOUNTAIN BROTHERS INC. INSURER 6: Commerce Insurance Co. 37 FEDERAL HILL ROAD INSURER C: Commerce&Industry Insurance Co. OXFORD MA 01540 -- -.-----.--.— INSURER D: _ INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO W141CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIFS, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD-0 TYPQ OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS "LTR INS DATE MM,,r ba'rf _NfOom GENERAL LIABILITY 022062037002 11101105 11101/06 EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PRE S 50,000 MISES IEo acaurenoa) X CLAIMS MADE IT OCCUR MED.EXP(Any one prr.,on) S 5,()00 A X POLLUTION LIAR PERSONAL 6 ADV INJURY S 2,000,000 GENERAL AGGREGATE_ 3 2,000,OOD GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OP AGO, S 2,00,000 POLICY PRO- _._.. ._..�_ JECT LOC AUTOMOBILE LIABILITY XT4527 11/01/05 11101/06 COMBINED SINGLE LIMIT ANYAUTO (E9dCGIdBnI) S 1,000,000 _ ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Perper9an) X HIRED AUTOS BODILY INJURY S X NON-OWNED AUTOS (PerecolCent) " PROPERTY DAMAGE s Per scrident GARAGE LIABILITY AUTO ONLY-EA ACCIDENT_3 ANY AUTO OTHER THAN ^EA ACC S AUTO ONLY: AGG S EXCESS I UMBRELLA LIABILITY G2206207400z 11/01/05 11/01/06 EACH OCCURRENCE s 1,000'OQ0 X OCCUR CLAIMS MADE AGGREOATE� S 1,000,000 A S —_ X1DEDUCTIBLE RETENTION S 10,000 '"' $__WC . WORKERS COMPENSATION AND WC96871T3 09/30105 09130/06' X ORYTATU- L M T8 OTHeR Includes CT EMPLOYERS'LIABILITY X_ C ANY PROPRIETORIPARTNERIEXQCVTIVa ESL.EACH ACCIDENT S 1,000,900 OPPIC1PJMEM8ER EXCLUbpbvIf N.dseefto tmoor E.L.DISEASE-CA EMPLOVEF $ 1 QQQ OQ SPECIAL PROVISION%below E.L.DISEASE-POLICY LIMIT s 11000,000 OTHER; DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWN OF HYANNIS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEU.ED BEFORE THE 367 MAIN STREET EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS HYANNIS MA 02601 WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE Attention: BUILDING DEPT, . Qasl .P ACORD 25(2001MG) Certificate# 36181 0ACORD CORPORATION 1988 'I r% TOWN OF BARNSTABLE SIGN PERMIT i PARCEL ID 309 226 001 GEOBASE ID 32674 ADDRESS 149 NORTH STRE_ '_` PHONE HYANNIS ZIP -- LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 79562 DESCRIPTION DEER GAS & DEISEL/DUNKIN DONUTS/DELI. . . . . . PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of. ARCHITECTS: Regulatory Services ' TOTAL FEES: $5$BOND .00 CONSTRUCTION COSTS $.00 Q� 753 MISC. NOT CODED ELSEWHERE 1 PRIVATES, * Mass. BUILDI G IV ION BY -DATE ISSUED 09/29/2004 EXPIRATION DATE � I I �1 Town:of Barnstable IKE'°'�ti°� Regulatory Services . Thomas F.Geiler,Director 9' '. �'�► .Building Division 1639. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit �M►o� �a cz«l Applicant: 5\�-� �Y� Assessors No. _60 ZG - Z-2 Doing Business As: 21Z 2 co Telephone No.yy Sign Location p. Street/Road: � �y2-�h Sk ( _� - �-�-i V-_�Y)n Zoning District: Old Kings Highway? Yee�O)Hyannis Historic District? Yes Property Owner ` Name: -BA- -D 12i'vVIC'N' Telephone: (4 Address: lq� N o'm' Village: 0—t V.-A YAr1% Sign Contractor Name: �1 y�l'�y� 1 S�G� (y Telephone: Address: ('7� C)('0 M A kN � Village: ' n gz�o LA/Tn Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Y /No ote:If yes, a wiring permit is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application,that the 0 information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent• Date: 02 '-�a o i Size Permit Fee 5�— Sign Permit was approved: Disapproved: Signature of Building Official: Date: It DLLR LILAD 2U'X 25* DEER 05 X 66 6A8LM 7`X7Z ,' 1 I Yt ��.iL.1 /� 1��1`�t( �Fl}1'•Y ':�I AUA V-X/�JJ[p, Loco 0-5 X w AR"W X 967. , 1 • _All LIZTTL96 7-F�25' i ARLA 975 X 93. I ^ '' I • • LLTTLI2S 575 { I I I 7W9 g969loss X lot PO15T1 r • •4 SiLgn)C • • • • CLISTCMAER PERMIT No: opm BY L1�aTfOPt - P.N RE1/tSl(7(VS Sm fi �� 3 TOWN OF BARNSTABLE SIGN' PERMIT PARCEL ID 309 226 GE08ASE ID 22519 ADDRESS 149 NORTH STREET PHONE HYANNIS ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 76217 DESCRIPTION 77 SQ 19 4.5, 16 SQ GAS, D&D, OLIVES DELI; PERMIT TYPE BSIGN TITLE SIGN PERMIT ARCHITECTS:O ' Department of Regulatory Services T TAL BEES: � $175.00 BO D $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE On' * 114 MsrnsIZ, MASS. 039. 1 BUILDI r SION , DATE ISSUED 04/27/2004 ` -EXPIRATION DATE YZVv Town of Barnstable > FtHE A Regulatory Services r) Thomas F.Geiler,Director sniwsznst.e, HASS. g Building Division pIfDMAtA Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Tax Collector Treasurer Application for Sign Permit Applicant: � v_ Assessors No. Doing Business As:�� N v Z-vptU6hone No. 72JG 7)1 Sign Location Street/Road:_ -�1 9--A/41419--.L�__ P LJ&------------------------------- Zoning District:--------- Old Kings Highway? Yes/No Hyannis Historic District? �eselo Property Owner Name:-- r� - --- Oil --------------Telephone: l✓ � =-�- Address:-1-4-7--- - ------------------Village:— ------ Sign Contrac v l �, Name:- -- ------- -- -- L f----------Telephone:_ -�8.34!3 ELI O D Address:, l 6y_ Village: L -- Q� f f M A d 175 2 ------------------------- Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions,location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes (Note:If yes,a win4 permit is required) 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 Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agen Date:__ � �® 9 Size:---- = =--- ---_-------------Permit Fee: Sip Permit was approved:_-_ VtY ------- Disapproved:----------- Signature of Building Official:____ Date:__/_ ` 1 X 1-e . M y Q:I WPFILESISIGNSISIGNAPP.DOC i A r 104" 96" 49 V.O. 30' I 100" 75" DUI41CONO V.0. 16 �i D014 UTS' VO. 10") b 7 � 1-al ii■ . Ali ear rrr Jrrr- �i! li ![f !aj �I# 6tN1� Aft li 1i1- � i ��. j �` L'k 17229 P9183 �79e7�77 07-09---2403 0`l 01 : 43cs Cl F-7v KAM i Town of Barnstable Z 3 `'`a' 1 PM 12: 10 Zoning Board of Appeals Decision and Notice Appeal 2003-79-Abraham Petroleum Inc. Special Permit—Sections; 3-3.12 Drive in Facilities&4-2.10 Reduction of Parking Requirements Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001&226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48- acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft.retail/laundromat structure. Both buildings were constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for.the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a special permit for relief under three sections of the Ordinance: 1. Section 3-3.12(4)(B) for drive-in facilities 2. Section 4-4.4(2) for an Alteration or Expansion in a Pre-Existing Non-Conforming Building or Structure Not Used as Single or Two Family Residence and 3. Section 4-2.10 Reduction of Parking Requirements. This permit deals with the request for a special permit to permit the drive-in coffee shop window and for a reduction of the required parking. It was determined that the request for the alteration/expansion of the pre-existing non-conforming building was not necessary. That part of the special permit request was withdrawn by the applicant(see Decision 2003-79A). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant a special permit for the drive-in facility and for a reduction in the required �U Bk 17229 P's 1£34 079077 parking. Board Members deciding this appeal were;Ron S.Jansson,Gail Nightingale,Richard Boy, Jeremy Gilmore,and Chairman Daniel M. Creedon. Attorney Michael D.Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses—the gas service,the retail and coffee shop and the apartments are permitted as-of-right. The only needs are for the special permit for the coffee shop's drive-in window and for a reduction in parking. A dimensional variance is also required as related to the apartments. He noted that the site and buildings are in a dilapidated condition and in need of redevelopment. He cited the benefits of the redevelopment as being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and the reduction in the fueling positions from 14 to a maximum of 6. Mr. Ford noted that one of the apartments would be reserved as a manager/employee unit. With regards to parking he noted that the applicant has secured three off-site spaces from Job Training and Employment Corp. UTEC) at 88 North Street,Hyannis,and is in the process of securing an additional three at the neighboring First Baptist Church at 486 Main Street,Hyannis. A letter from JTEC committing to three parking spaces was submitted and a copy of a proposed"Lease Contract"with the First Baptist Church for three parking spaces was also submitted. Mr.Ford stated that the plans.have been approved by the Site Plan Review Committee and have received Certificates of Appropriateness for the Hyannis Main Street Waterfront Historic District Commission,as well as a Certificate for the demolition of the existing structures on the site. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting,which would be an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr.Ford noted that the proposed retail store and coffee shop occupied the first floor of approximately 2,508 sq.ft. and that the second half-floor for the two apartment units is approximately 1,540 sq.ft.The apartments are to be two bedrooms each. The Board and Mr.Ford discussed the traffic and it was noted that the number and size of the curb cuts was being reduced and that the interior circulation worked well for the site and its uses. Sufficient stacking exists for the drive-in. The Board determined that the site is deficient by nine vehicle parking spaces,the Board having not accredited the applicant with any parking located under the canopy. However,the Board felt that the location of the redevelopment in downtown Hyannis and the secured off-site parking was cause for the granting of the reduction in parking. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K.Northcross,Chief Executive Officer,Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May 21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-79 is that of Abraham Petroleum Inc. seeking a Special Permit in accordance with Section 3-3.12 for a drive in facilities and Section 4-2.10 Reduction of Parking Requirements.The applicant is proposing to redevelop the site with a new gas station,retail store,coffee shop and two apartment units.The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147 &149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre(0.48-acres to be precise). The locus is located in a B-1 Business Zoning District and the Aquifer Protection Overlay District. Bk 17229 F'9185 079077 3. The site is currently developed with 2 one-story buildings totaling approximately 3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations.The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint,one and one-half stories high,to be used as a retail/coffee shop with a drive-in and two apartment units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. 4. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Business Zoning District. 5. The existing site is almost completely paved and is non-conforming with respect to the parking lot landscape requirement and the front yard landscape requirements as well as the building setback requirements.The proposed new site layout will conform to the required front yard landscape requirements of 10 feet and the required parking lot landscape requirements. 6. The existing site also has four uncontrolled access and egress points (curb cuts) that do not meet current standards for site driveways.The proposed new site has been worked out with the Engineering Department and Site Plan Review Committee to have only two entrance and exits,and a single exit for the drive-in.All of the entrances conform to today`s requirements per the approval of the Site Plan Review Committee,who also found that sufficient stacking room exists for the drive-in facility. 7. The Petitioner seeks a Special Permit for the drive-in portion of the facility under the provisions of Section 3 -3.12(4)(B),B-1 Business District. 8. The Petitioner also seeks a Special Permit for the reduction in the required on-site parking to reduce the requirements by nine spaces. Supplemental parking has been secured off-site and documents have been submitted that 3 spaces have been secured at the Job Training and Employment Corporation at 88 North Street,Hyannis and 3 more can also be secured at the First Baptist Church site at 486 Main Street,Hyannis. 9. Section 4-2.10,of the..Zoning Ordinance provides for the reduction of requirements by the Zoning Board of Appeals under certain special circumstances. One of which is"supplementary parking provided off-premise,"which the applicant can provide. 10. The application falls within categories specifically excepted by the Ordinance for a Special Permit. A Special Permit is permitted under the B-1 Business Zoning District for a drive-in facility for a use that is pemutted in the District.The uses in the building,including the restaurant(coffee shop) are permitted in the B-1 District and therefore a drive-in is a proper exception. The Zoning Ordinance also provides for a reduction of parking requirements by the grant of a special permit. 11. The benefits of the redevelopment include: The construction of the new retail building which been approved by the Hyannis Main Street Waterfront Historic District Commission, an employee apartment and an additional apartment, the proposed new landscaping,a reduction in the number of gas pumping facilities, the upgrade of all gasoline facilities including new state of the art tanks, and the reduction in curb cuts and better traffic flow. 12. Based upon those factors,this Board finds that the granting of the Special Permit will fulfill the spirit and intent of the Ordinance and can be granted without substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the special permit to authorize a drive-in window for the coffee shop as per Section 3-3.12 and for a reduction in the required parking as per Section 4-2.10 to allow for nine fewer on-site spaces than required under the ordinance. This permit is subject to the following conditions: 1. The site shall be developed in accordance with the plans submitted and identified as follows: • "Site Plan of Land in Hyannis (Barnstable)MA prepared for Abraham Petroleum,Inc." prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of Bk 17229 P w 186 079077 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. • Architectural plans entitled"Proposed Building for Abraham Petroleum Inc.,147&149 North Street Hyannis,Ma"drawn by Northside Design Associates,dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation, Sheet 4 First Floor Plan,Sheet 5,Second Floor-Plan. 2. The applicant shall obtain the 6 additional off-site parking spaces. A copy of the executed agreement for the off-site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 3. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health, Building and Fire codes. 4. The drive-in window shall only be used in connection with the coffee shop. 5. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed onto the site and not into the street or neighboring properties so as to cause a nuisance. 6. Landscaping shall be installed in accordance with the plans presented. The applicant.shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 7. The number of fueling positions (total number of cars that can be fluid at any one time)is limited to no more than 6. 8. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 9. The canopy shall be reinstalled and treated as per the Hyannis Main Street Waterfront Historic District Commission recommendations. 10. The second floor apartment units shall have two means of ingress and egress as shown on the plans. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Janson and Daniel M. Creedon, NAY: None Ordered: Special Permit 2003-79 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office-of the to 220 t 0� g ��t Daniel M. Creedon,Chairman Date Signed S��•. ., •.,dr 4 I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massach� , 1'; certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed thi at S 4 no appeal of the decision has ben filed' e office of the Town Clerk % " w Signed and sealed this day of Der the pain"and p�f}a1 ••Q'� ? Linda Hutchenrider,Town Clerk f i ` Bk 17229 Ps174 079076 � 07-09-2003 Q 01243P r33 ,!1 1 I 0 Fli 12' 13 Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-80-Abraham Petroleum Inc. Variance Section 3.3.12(1)(J),Apartments,Section 3-2.1(1)(J),Conditions Multi-Family Dwellings Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147&149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001 &226-002 Zoning: Business B-1&Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels total 0.48-acres. The lots are developed with a one-story 704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft.retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window,a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a Variance to Section 3-3.12(1)0),Apartments that references Section 3-2.1(1)0),Conditions for Multi-Family Dwellings (apartments). Specifically for a reduction in the dimensional requirements of a 50 foot minimum front yard setback and the requirement for a 20 foot perimeter green space—provisions `d'and`P'of Section 3-2.1(1)0). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant the variance for the apartments. Board Members deciding this appeal were;Ron S. Jansson,Gail Nightingale,Richard Boy,Jeremy Gilmore,and Chairman Daniel M. Creedon. Attorney Michael D.Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses—the gas service,retail and coffee shop and the apartments are permitted uses as-of-right in the district. He stated that the only needs are for the special permit for the drive-in window and for reduction in parking as requested in Appeal 2003-79 and minimum variance for the dimensional requirements as related to the apartments as being requested in this appeal. He noted that the site is in dilapidated condition and in need of redevelopment He cited the benefits of the redevelopment being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and a reduction in the fueling positions from 14 to a maximum of 6. '�i B1< 17229 Ps 175 *79076 Mr.Ford noted that one of the apartments would be reserved as a manager/employee unit. He discussed the provisions of Section 3-2.1(1)Q),`a'through`j'of the Zoning Ordinance that deals with apartments. He cited that the height to plate of the building was 13.5 feet. He stated that the 50-foot front yard minimum requirements could not be met along North Street and that the 20-foot perimeter could not be obtained due to the configuration of the site and its proposed use. He noted that the landscape provisions of the ordinance were being met on site. He also cited that plans for revitalizing downtown Hyannis encourage apartment uses. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting which is an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr. Ford noted that the proposed retail store and coffee shop will occupy the first floor which is approximately 2,508 sq.ft.and that the second half-floor for the two apartment units is approximately 1,540 sq.ft. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K.Northcross,Chief Executive Officer, Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May 21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-80 is that of Abraham Petroleum,Inc. seeking a Variance to Section 3-3.12(1)(j), Apartments,Section 3-2.1(1)Q),Conditions for Multi-Family Dwellings (apartments). The applicant is proposing to redevelop the site with a new gas station,retail store,coffee shop and two apartment units. The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147& 149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre (0.48-acres to be precise). 3. The locus is located in a Business 1 Zoning District and the AP-Aquifer Protection Overlay District. 4. The site is currently developed with 2 one-story buildings totaling approximately 3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations.The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint to be used as,a retail/coffee shop with a drive-in and two apartments units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. 5. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Zoning District. 6. The existing site is unique in terms of the shape of the existing buildings and structures,including the placement of the existing buildings,the lack of any landscaping and the lack of appropriate setbacks.As a. direct result,in order to remove the existing buildings but provide for continued retail use with residential apartments on the second half-story,the building containing the apartment units cannot be located so as to comply with the front yard setback minimum of 50 feet. Further,the 20-foot perimeter green space while met along the front yard area,is not able to be met on the side or rear yard areas.This creates a hardship for the Petitioner in attempting to provide much needed residential housing,both for the workers in the building and for an additional unit.This hardship is a direct result of a literal and strict application of the provisions of multi-family apartment setback and green space requirements as they apply to this proposal. 7. Relief may be granted without substantial detriment to the public good or without nullifying or substantially derogating from the purpose and intent of the Zoning Ordinance,as the two apartment units proposed will provide much needed housing in this area of Hyannis and is in keeping with the long term goals of the Town to provide mixed use development in this area of Hyannis. Decision: Bk 17229 Ps176 079076 Based on the findings of fact,a motion was duly made and seconded to grant the Variance requested subject to the following conditions: 1. The site shall be developed in accordance with plans the submitted and identified as follows: • "Site Plan of Land in Hyannis (Barnstable)MA prepared for Abraham Petroleum,Inc."prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. • Architectural plans entitled"Proposed Building for Abraham Petroleum Inc.,147&149 North Street Hyannis,Ma"drawn by Northside Design Associates,dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation,Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 2. The applicant shall retain the 6 additional off-site parking spaces. A copy of the executed agreement for the off site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 3. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health and Building Codes. 4. The Drive-in window shall only be used in connection with the coffee shop. 5. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed to shine on the site and not into the street or neighboring properties so as to cause a nuisance. 6. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 7. The number of fueling positions (total number of cars that can be fluid at any one time)is limited to no more than 6. 8. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 9. The canopy shall be reinstalled and treated as per the Hyannis Main Street Waterfront Historic District Commission recommendations. 10, The second floor apartment units shall have two means of ingress and egress as shown on the plans presented. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Jansson and Daniel M.Creedon, NAY: None Ordered: Variance 2003-80 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this.decision, if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after th[,,derc,&tke filinLY of this decision. A copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon,Chairman Date Sign I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachu�A�tsy that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decisic4 b1 aI of the decision has been filed in the offi of the Town Clerk. !r� "J6'•.� , AQ •.�O n Eil �S •:...•••Ap = Signed and sealed this f day of L O cinder the ins and .'nalti 9 �1K� . L/ Y1� / •' T Linda Hutchenrider, own Clerk 4��_ _ �� o .1 � � j �. v-� � . < <� ---� � .. � �� , �°� __ _ _ � ONE r Town of Barnstable Regulatory Services Baz is MASS. ' Thomas F.Geiler,Director Mass.y i639. ,�$ �''°rFcr,,pra Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 1.0, 2001 Mr. Robert Sleiman C/o Attorney Michael Ford PO Box 665 W Harwich, Ma 02671. Re: SPR 049-2001,Abraham Enterprises,North St,,Hy(R226-001 & 002) Proposal: demo of existing gas station&convenience store, Construct single facility with drive-thru for both uses. Dear Mr. Sleiman, E, Please be advised that this application was approved at the Site Plan Review hearing on August 9, 2001 with the following conditions: The applicant shall relocate the sign (due to the signal easement). Approval of tree warden shall be obtained to ensure sight distance is not compromised. This application was referred to the Zoning Board of Appeals for appropriate relief. Sincerely, Robin C. Giangregorio SPR Coordinator I n Bk 16490 PS305 03-03-2003 a OB = =530 QUITCLAIM DEED EDSEL LIMITED PARTNERSHIP,a Massachusetts limited partnership, for consideration paid and in full consideration of$400,000, grants to ABRAHAM PETROLEUM, INC., a Massachusetts corporation, having an office at 149 North Street, Hyannis, Massachusetts, with QUITCLAIM COVENANTS, the land in Barnstable,Barnstable County,Massachusetts located at the intersection of High School Road and North Street, together with the buildings thereon, consisting of two parcels of land being more particularly bounded and described as follows: PARCEL 1 Starting at a point on the Southerly side of North Street at the intersection of Lots 1 and 2 on a plan hereinafter referred to; thence South 14° 38' 14"East a distance of 95.00 feet by said Lot 2 to a point; thence South 74° 05' 00" West a distance of 22.00 feet to a point; thence South 21 25 16 East a distance of 27.00 feet to a point;thence � a �. South 78°01' 30" West a distance of 82.00 feet by land of First Baptist Church of Hyannis to a concrete bound; thence North 18° 38' 20" West a distance of 89.22 feet to a point of curve; thence Along said curve with a radius of 30.00 feet a distance of 50.24 feet to a point of curve on North Street;thence � Along North Street North 77° 18'40" East a distance of 76.04 feet to the point of beginning; containing an area of approximately 11,777 square feet and shown as Lot 1 on a plan of land entitled "Plan of Land in Barnstable (Hyannis), Mass. For Charles D.Manes, scale 1 in. =20ft., April 2, 1981,Baxter&Nye, Inc.,Registered Land Surveyors,Osterville, Mass.", recorded with Barnstable County Registry of Deeds at Plan Book 352, Page 81. PARCEL 2 ~ , NORTHEASTERLY by North Street, 61.38 feet; SOUTHEASTERLY by land now or formerly of Investment Realty Co., 124.62 feet; SOUTHEASTERLY SOUTHWESTERLY& SOUTHEASTERLY by land now or formerly of Charles D.Manes by three lines measuring respectively 27.00 feet, 22.00 feet, and 95.00 feet; BOSI#1143973 v1 J i Gk 164.90 P o306 0i25628 containing an area of approximately 8,930 square feet and shown as Lot 2 on said plan. Said premises are conveyed subject to all easements,restrictions and reservations of record as well as any lien for real estate taxes not now due and payable, and are the same premises conveyed to the grantors by deed of The Morris Realty Trust dated April 4, 2002, and recorded with Barnstable County Registry of Deeds at Book 15025, Page 205. h �. Witness our hands and seals t day of February, 2003. EDSEL LIMITED PARTNERSHIP W o 8 O J By Edsel G .,Inc. «� Gene G LL t i4 e la � e he . Shaer P W�� o Executive Vice President lY 2 . Ci and Assistant Treasurer THE COMMONWEALTH OF MASSACHUSETTS n County of ' , ss. February l 2003 Then personally appeared the above-named Stephen B. Shaer,Executive Vice President and Assistant Treasurer of Edsel General Co., Inc., and acknowledged the foregoing instrument to be his free act and deed and the free act and deed of Edsel General Co.,Inc. and Edsel Limited Partnership, before me �� . ,..r... Notary Public r �1RK� r . My Commission Expires: ? (� 9XI tr. 1 1— r-- >— I - tv✓ © = o Gig i ¢ c C i c ¢ '�` s w ;,.i.,-a!,),U y •. p fie'+,. m {C L= comma:; My Col" ,;ri IffS�r^+r _Ar,s,S BOSI#1143973 v1 -2- i B1c 16490 P9307 IW25628 EDSEL GENERAL CO., INC. Certificate of Corporate Vote The undersigned President and Assistant Clerk of Edsel General Co.,Inc.,a Massachusetts corporation,hereby certifies that the following resolution has been duly adopted by the Board of Directors of said corporation: "VOTED: That Edsel Limited Partnership,a Massachusetts limited partnership of which this corporation is the sole general partner, sell the real property known and numbered as 147-149 North Street, Barnstable, Massachusetts,to Abraham Petroleum, Inc., a Massachusetts corporation,in consideration of$400,000, and that any officer of this corporation is authorized, in its name and on its behalf, to execute and deliver a deed and any other instruments or documents relating thereto, all on such terms and conditions and in such form as the officer so acting shall approve,the execution and delivery thereof to be conclusive evidence that such action was duly authorized hereunder, and to perform any and all acts necessary,proper or incidental to said sale as such officer in his or her sole discretion and judgment may deem advisable". The undersigned further certifies that at the time of the execution and delivery of this certificate the foregoing vote is in full force and effect and has not been modified, amended or repealed and that Stephen B. Shaer is the duly elected Executive Vice President and Assistant Treasurer of the corporation authorized to act pursuant thereto. IN WITNESS WHEREOF, I have hereto affixed my name this 7)day of February, 2003. Edward A. Rachins President and Assistant Clerk BARNSTABLE REGISTRY OF DEEDS BOS1#124 7066 v1 s Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-79-Abraham Petroleum Inca Special Permit—Sections; 3-3.12 Drive in Facilities &4-2.10 Reduction of Parking Requirements Summary: Granted with Conditions 'Petitioner: Abraham Petroleum Property Address: 147& 149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001 &226-002 Zoning: Business B-1 &Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels tota10.48- acres. The lots are developed with a one-story 704 sq.ft. gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft. retail/laundromat structure. Both buildings were constructed in 1956 and are vacant today. The applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Committee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on May 21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a special permit for relief under three sections of the Ordinance: 1. Section 3-3.12(4)(B) for drive- in facilities 2. Section 4-4.4(2) for an Alteration or Expansion in a Pre-Existing Non-Conforming Building or Structure Not Used as Single or Two Family Residence and 3. Section 4-2.10 Reduction of Parking Requirements. This permit deals with the request for a special permit to permit the drive-in coffee shop window and for a reduction of the required parking. It was determined that the request for the alteration/expansion of the pre-existing non-conforming building was not necessary. That part of the special permit request was withdrawn by the applicant(see Decision 2003-79A). Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which time the Board found to grant a special permit for the drive-in facility and for a reduction in the required parking. Board Members deciding this appeal were;Ron S.Jansson,Gail Nightingale,Richard Boy, Jeremy Gilmore,and Chairman Daniel M. Creedon. 4 AttomeyMichael D.Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses - the gas service,the retail and coffee shop and the apartments are permitted as-of-right. The onlyneeds are for the special permit for the coffee shop's drive-in window and for a reduction in parking. A dimensional variance is also required as related to the apartments. He noted that the site and buildings are in a dilapidated condition and in need of redevelopment. He cited the benefits of the redevelopment as being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps,and the reduction in the fueling positions from 14 to a maximum of 6. Mr.Ford noted that one of the apartments would be reserved as a manager/employee unit. With regards to parking he noted that the applicant has secured three off-site spaces from Job Training and Employment Corp. GTEQ at 88 North Street,Hyannis,and is in the process of securing an additional three at the neighboring First Baptist Church at 486 Main Street,Hyannis. A letter from JTEC committing to three parking spaces was submitted and a copy of a proposed"Lease Contract" with the First Baptist Church for three parking spaces was also submitted. Mr.Ford stated that the plans have been approved by the Site Plan Review Committee and have received Certificates of Appropriateness for the Hyannis Main Street Waterfront Historic District Commission,as well as a Certificate for the demolition of the existing structures on the site. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting,which would be an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr.Ford noted that the proposed retail store and coffee shop occupied the first floor of approximately 2,508 sq.ft. and that the second half-floor for the two apartment units is approximately 1,540 sq.ft. The apartments are to be two bedrooms each. The Board and Mr.Ford discussed the traffic and it was noted that the number and size of the curb cuts was being reduced and that the interior circulation worked well for the site and its uses. Sufficient stacking exists for the drive-in. The Board determined that the site is deficient by nine vehicle parking spaces,the Board having not accredited the applicant with any parking located under the canopy. However,the Board felt that the location of the redevelopment in downtown Hyannis and the secured off-site parking was cause for the granting of the reduction in parking. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, WendyK.Northcross,Chief Executive Officer, Cape Cod Chamber of Commerce,Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact: At the hearing of May21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-79 is that of Abraham Petroleum Inc. seeking a Special Pen-nit in accordance with Section 3-3.12 for a drive in facilities and Section 4-2.10 Reduction of Parking Requirements. The applicant is proposing to redevelop the site with a new gas station, retail store,coffee shop and two apartment units.The property is shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147 &149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre (0.48-acres to be precise). The locus is located in a B-1 Business Zoning District and the Aquifer Protection Overlay District. 3. The site is currently developed with 2 one-storybuildings totaling approximately3,500 square feet plus a 31x 69-foot canopy with 14 pumping stations. The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint,one and one-half stories high,to ` be used as a retail/coffee shop with a drive-in and two apartment units. The existing pumping canopywill be relocated and the number of pump's reduced from 14 to 6. 4. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Business Zoning District. 5. The existing site is almost completely paved and is non-conforming with respect to the parking lot landscape requirement and the front yard landscape requirements as well as the building setback requirements.The proposed new site layout will conform to the required front yard landscape requirements of 10 feet and the required parking lot landscape requirements. 6. The existing site also has four uncontrolled access and egress points (curb cuts) that do not meet current standards for site driveways. The proposed new site has been worked out with the Engineering Department and Site Plan Review Committee to have only two entrance and exits,and a single exit for the drive-in.All of the entrances conform to todays requirements per the approval of the Site Plan Review Committee,who also found that sufficient stacking room exists for the drive-in facility. 7. The Petitioner seeks a Special Permit for the drive-in portion of the facility under the provisions of Section 3 -3.12(4)(B),B-1 Business District. 8. The Petitioner also seeks a Special Permit for the reduction in the required on-site parking to reduce the requirements by nine spaces. Supplemental parking has been secured off-site and documents have been submitted that 3 spaces have been secured at the Job Training and Employment Corporation at 88 North Street,Hyannis and 3 more can also be secured at the First Baptist Church site at 486 Main Street,Hyannis. 9. Section 4-2.10,of the Zoning Ordinance provides for the reduction of requirements by the Zoning Board of Appeals under certain special circumstances. One of which is "supplementary parking provided off-premise," which the applicant can provide. 10. The application falls within categories specifically excepted by the Ordinance for a Special Permit. A Special Permit is permitted under the B-1 Business Zoning District for a drive-in facility for a use that is permitted in the District.The uses in the building,including the restaurant (coffee shop) are permitted in the B-1 District and therefore a drive-in is a proper exception. The Zoning Ordinance also provides for a reduction of parking requirements by the grant of a special permit. 11. The benefits of the redevelopment include: The construction of the new retail building which been approved by the Hyannis Main Street Waterfront Historic District Commission, an employee apartment and an additional apartment, the proposed new landscaping,a reduction in the number of gas pumping facilities, the upgrade of all gasoline facilities including new state of the art tanks, and the reduction in curb cuts and better traffic flow. 12. Based upon those factors,this Board finds that the granting of the Special Permit will fulfill the spirit and intent of the Ordinance and can be granted without substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the special permit to authorize a drive-in window for the coffee shop as per Section 3-3.12 and for a reduction in the required parking as per Section 4-2.10 to allow for nine fewer on-site spaces than required under the ordinance. This permit is subject to the following conditions: 1. The site shall be developed in accordance with the plans submitted and identified as follows: 2. "Site Plan of Land in Hyannis (Barnstable) MA prepared for Abraham Petroleum,Inc." prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities, Grading and Landscaping and Sheet 3 Detail Sheet. 3. Architectural plans entitled"Proposed Building for Abraham Petroleum Inc., 147 &149 North Street Hyannis,Ma" drawn byNorthside Design Associates,dated 5/22/03,and consisting'of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation, Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 4. The applicant shall obtain the 6 additional off-site parking spaces. A copy of the executed agreement for the off-site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 5. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health, Building and Fire codes. 6. The drive-in window shall only be used in connection with the coffee shop. 7. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed onto the site and not into the street or neighboring properties so as to cause a nuisance. 8. Landscaping shall be installed in accordance with the plans presented. The applicant shall nurture all plantings to maturity and maintain all landscaping provisions as shown on the plan. 9. The number of fueling positions (total number of cars that can be fluid at any one time) is limited to no more than 6. 10. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 11. The canopy shall be reinstalled and treated as per the Hyannis Main Street Waterfront Historic District Commission recommendations. 12. The second floor apartment units shall have two means of ingress and egress as shown on the plans. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Janson and Daniel M. Creedon, NAY: None Ordered: Special Permit 2003-79 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon,Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of per)ury. Linda Hutchenrider,Town Clerk i THE Tn_ * BARNMBLE, Y MASS. g QED MP'�A Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2003-80-Abraham Petroleum Inc. Variance Section 3-3.12(1)(J),Apartments, Section 3-2.1(1)(J), Conditions Multi-Family Dwellings Summary: Granted with Conditions Petitioner: Abraham Petroleum Property Address: 147& 149 North Street,Hyannis,MA Assessor's Map/Parcel: Map 309,Parcels 226-001 &226-002 Zoning: Business B-1 &Aquifer Protection Overlay Districts Relief Requested&Background: The subject locus consists of two adjacent developed lots located at`the corner of North Street and High School Road Extension in Hyannis. According to the Assessor's records the two parcels tota10.48- acres. 'Ihe,lots are developed with a one-story704 sq.ft.gas station,a 31 by 69-foot station canopy and a 2,800 sq.ft. retail/laundromat structure. Both buildings were originally constructed in 1956 and are vacant today. 'Ne applicant,Abraham Petroleum Inc.,is proposing the complete redevelopment of both lots resulting in a mixed-use facility including the continued sales of gasoline,a coffee shop with a drive-thru window, a general retail store and two,two-bedroom apartment units on the second floor. High School Road and its connection with Bearse's Way and to Routes 28 and 132 act as one of the gateways to downtown Hyannis. The proposal has been in development for a number of months. The Site Plan Review Cominittee found the plans for the development approvable on May 15,2003. A Certificate of Demolition for the existing structures and a Certificate of Appropriateness for the redevelopment were issued on'May21,2003,by the Hyannis Main Street Waterfront Historic District Commission. The Board of Health approved the location of the dumpster and the washrooms on May 27,2003. In Appeal 2003-079,the applicant is before the Board seeking a Variance to Section 3-3.12(1)O, Apartments that references Section 3-2.1(1)0),Conditions for Multi-Family Dwellings (apartments). Specifically for a reduction in the dimensional requirements of a 50 foot minimum front yard setback and the requirement for a 20 foot perimeter green space-provisions `d'and`f' of Section 3-2.1(1)0). Procedural&Hearing Sununary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on' May 02,2003. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 04,2003,at which,, time the Board found to grant the variance for the apartments. Board Members deciding this appeal were;Ron S.Janson,Gail Nightingale,Richard Boy,Jeremy Gilmore,and Chairman Daniel M. Creedon. i Attorney Michael D.Ford represented the appeal before the Board. He presented the plans for the redevelopment citing that all of the proposed uses - the gas service,retail and coffee shop and the apartments are permitted uses as-of-right in the district. He stated that the only needs are for the special permit for the drive-in window and for reduction in parking as requested in Appeal 2003-79 and minimum variance for the dimensional requirements as related to the apartments as being requested in this appeal. He noted that the site is in dilapidated condition and in need of redevelopment. He cited ` the benefits of the redevelopment being;the new buildings conforming to the required setbacks,the replacement and upgrading of the underground storage tanks and service pumps, and a reduction in the fueling positions from 14 to a maximum of 6. Mr.Ford noted that one of the apartments would be reserved as a manager/employee unit.He discussed the provisions of Section 3-2.1(1)(p,`a'through')'of the Zoning Ordinance that deals with apartments. He cited that the height to plate of the building was 13.5 feet. He stated that the 50-foot front yard minimum requirements could not be met along North Street and that the 20-foot perimeter could not be obtained due to the configuration of the site and its proposed use. He noted that the landscape provisions of the ordinance were being met on site. He also cited that plans for revitalizing downtown Hyannis encourage apartment uses. He commented that the building was customized for the site and that extensive landscaping was being planned so that the site would be very attractive and inviting which is an improvement to the area. Most of the site is paved and the proposed plan is reducing the amount of pavement. Mr.Ford noted that the proposed retail store and coffee shop occupied the first floor which is approximatly2,508 sq.ft. and that the second half-floor for the two apartment units is approximately 1,540 sq.ft. The Board noted that letters in support for the redevelopment were received from Lynne M.Poyant, Executive Director Hyannis Area Chamber of Commerce, Wendy K.Northcross,Chief Executive Officer, Cape Cod Chamber of Commerce, Cynthia Cole,Executive Director,Hyannis Main Street Business Improvement District and from John Zartarian,owner of the Paddock Restaurant. Public comment was requested and no one spoke in opposition to the request. Findings of Fact At the hearing of May21,2003,the Board unanimously made the following findings of fact: 1. Appeal 2003-80 is that of Abraham Petroleum,Inc.seeking a Variance to Section 3-3.12(1)(n, Apartments,Section 3-2.1(1)a),Conditions for Multi-Family Dwellings (apartments). The applicant is. proposing to redevelop the site with a new gas station,retail store,coffee shop and two apartment units. The propertyis shown on Assessor's Map 309 as Parcels 226-1 and 226-2 addressed 147&149 North Street,Hyannis MA in a B-1 Business District. 2. The locus consists of two parcels which combined are approximately half of an acre (0.48-acres to be precise). 3. The locus is located in a Business 1 Zoning District and the AP- Aquifer Protection Overlay District. 4. The site is currently developed with 2 one-story buildings totaling approximately3,500 square feet plus a 31x 69=foot canopy with 14 pumping stations.The Petitioner proposes to raze the existing buildings and build 1 new building,2,500 square feet in footprint to be used as a retail/coffee shop with a drive-in and two apartments units. The existing pumping canopy will be relocated and the number of pumps reduced from 14 to 6. I 4 5. The gasoline station,retail store,coffee shop and apartments are all permitted uses in the B 1 Zoning District. 6. The existing site is unique in terms of the shape of the existing buildings and structures,including the placement of the existing buildings,the lack of any landscaping and the lack of appropriate setbacks.As a direct result,in order to remove the existing buildings but provide for continued retail use with residential apartments on the second half-story,the building containing the apartment units cannot be located so as to comply with the front yard setback minimum of 50 feet.Further,the 20- foot perimeter green space while met along the front yard area,is not able to be met on the side or rear yard areas. This creates a hardship for the Petitioner in attempting to provide much needed residential housing,both for the workers in the building and for an additional unit.This hardship is a direct result of a literal and strict application of the provisions of multi-family apartment setback and green space requirements as they apply to this proposal. 7. Relief maybe granted without substantial detriment to the public good or without nullifying or substantially derogating from the purpose and intent of the Zoning Ordinance,as the two apartment , units proposed will provide much needed housing in this area of Hyannis and is in keeping with the long term goals of the Town to provide mixed use development in this area of Hyannis. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the Variance requested subject to the following conditions: 1. The site shall be developed in accordance with plans the submitted and identified as follows: 2. "Site Plan of Land in Hyannis (Barnstable) MA prepared for Abraham Petroleum,Inc." prepared by Down Cape Engineering,dated 8/1/01,latest revision date 5/28/03,consisting of 3 sheets,Sheet 1 being the As-built,Sheet 2 Utilities,Grading and Landscaping and Sheet 3 Detail Sheet. 3. Architectural plans entitled"Proposed Building for Abraham Petroleum Inc., 147 &149 North Street Hyannis,Ma" drawn byNorthside Design Associates,dated 5/22/03,and consisting of Sheets A.1 Front Elevation,Sheet 2 Front&Right Elevations,Sheet 3 Rear&Left Elevation, Sheet 4 First Floor Plan,Sheet 5,Second Floor Plan. 4. The applicant shall retain the 6 additional off-site parking spaces. A copy of the executed agreement for the off site spaces shall be submitted to the Building Division and a copy to the Zoning Board of Appeals files. 5. The site shall be developed consistent with all Hyannis Main Street Waterfront Historic District Commission approvals,Site Plan Review requirements,and shall conform to all required Health and Building Codes. 6. 'Me Drive-in window shall only be used in connection with the coffee shop. 7. All lighting shall be as presented to the Board in a plan contained in the file. The lighting shall be directed to shine on the site and not into the street or neighboring properties so as to cause a nuisance. 7. 8: Landscaping shall be installed iri accordance with the plans presented. The applicant shall nurture_all , plantings to maturity and maintain all landscaping provisions as shown on the plan. 9. The number of fueling positions (total number of cars that can be fluid at any one time) is limited to no more than 6. r c 10. Of the two apartments,one shall be reserved as a manager/employee apartment unit. 11. The canopyshall be reinstalled and treated as per the H Main Street Waterfront Historic p Hyannis District Commission recommendations. 12. The second floor apartment units shall have two means of ingress and egress as shown on the plans presented. The vote was as follows: AYE: Gail Nightingale,Richard L.Boy,Jeremy Gilmore,Ron S.Jansson and Daniel M. Creedon, NAY: None Ordered: Variance 2003-80 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon,Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Bamstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk. i ,1 I , I. { �OFI E r Town of Barnstable Regulatory Services r �, ia3E RAR,Sr,,BM ; Thomas F.Geiler,Director 9 MASS. r.n� ,r-� 'r j� -(j ' :-fj0 - 1639. �a Building Division i, i=. ?;:i 2: ATED 1A0�p Tom Perry. Building Commissioner 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790- 6230 May 19, 2003 Mr. Robert Sleiman Abraham Petroleum C/O Attorney Michael Ford PO Box 665 W.Harwich, MA 02671 Re: SPR 032-03 Abraham Petroleum, 147/149 North St., Hy(309-226-001& 002) Proposal: Raze gas station &retail store; construct new facility including gas pumps, drive- thru coffee shop, convenience store,and two dwelling units on 2nd floor. Dear Mr. Sleiman; Please be advised that the aforementioned proposal was approved at the site plan review meeting on May 15, 2003 and was referred to,the Board of Appeals. It was determined that this project requires the following forms of zoning relief: Section 3-3.12(4) Special Permit- Conditional Use,Drive thm' Section 44.4 Alteration of nonconforming structure Section 4-2.9 Reduction of parking Section 3-2.1(1)(J) (a-i) Multi-Family Dwelling_ (apartments) Section 3-3.12(5) Bulk Regulations rely, ub�C Robin C. 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Olt 1111 1 • ` 5/20/04 14 7114 N o rf.7S't Hy AIR •' ' �"«.. � � '.ice �'� i r� f 1 down cape enq ineerinq, inc CIVIL ENOMP5 & LAW 5UMYR5 959 MAIN 5f/ POM 6A YARMOUTNPMr, MA 02675 (508) 562-4541 FAX (508) 562-9880 . 11 FAX TRANSMITTAL SHEET DATE: May 24,2004 TO: Robin Giangregorio/Tom Perry-Town of Barnstable at 1-508-790-6230 FROM: Daniel A.Ojala,PLS,EIT Down Cape Engineering Inc. ��.-✓I �� „� RE: #149 North Street,Hyannis,MA DCE Job#01-067 � i• t ''. ,. � 'zY ;.t,r si) r.. t,13 . . ,.�_)_. „i; rZ. .."ij .'1 .. )� :iT.. -. 'r� Enclosed please find the site certification letter for the above referenced site. Please do not hesitate to call with any questions or comments. This fax is intended for the exclusive use of the addressee and may contain proprietary,confidential or privileged information.If you are not the intended recipient,any dissemination,use,distribution or copying is strictly prohibited.If you have received this fax in error,please notify me by telephone or via return fax and destroy the original and all copies. TWO PAGES INCLUDING COVER tel:(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 Gown cape engineering' civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. May 24,2004 Daniel A.Ojala,P.L.S.. land court Timothy H.Covell,P.L.S. . surveys Thomas Perry Building Commissioner site planning Town of Barnstable 200 Main St. Hyannis,MA 02601 sewage system designs CERTIFICATION LETTER RE: #149 North Street,Hyannis,MA inspections nn Dear Tom: permits Pursuant to the.Town of Barnstable Ordinance 4-7.8(7)the purpose of this letter is to inform you of the completion of the majority of the above referenced site. Based on a number of inspections,stakings and certifications,our firm has determined that the above project has been constructed substantially in accordance with the approved Site Plan revised 5/28/03. - As discussed with your office,the wheelstops in front of the building were not in place during my inspection Friday,but were scheduled for delivery today,and per the owner,the main sign at the intersection will be installed soon as well. Please do not hesitate to call with any questions or comments. Sincerely, Daniel A.Ojala PLS, EIT Down Cape Engineering Inc. pFTHE rp� Town of Barnstable Regulatory Services ST" Thomas F. Geiler,Director RAMM 9cb ,' ,0� Building Division A'ED1AP�p Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 19, 2003 Mr. George Jessop, Chairman Hyannis Main Street Waterfront District 200 Main Street Hyannis, MA 02601 Re: Abraham Petroleum, 147/149 North St., Hy(3 09-226-001& 002) Proposal: Raze gas station & retail store; construct new facility including gas pumps, drive- thru coffee shop, convenience store, and two dwelling units on 2nd floor. Dear Mr. Jessop: Recently Mr. Bob Sleiman appeared informally before the Hyannis Main Street Waterfront District seeking informal discussion and direction for the demolition and reconstruction of a proposed new mixed-use facility on North Street. It is my understanding that during this meeting, the applicant received suggestions that effectively re-designed the project. .Although, I applaud the panel's enthusiasm in its attempt to ensure an aesthetically pleasing design, I believe that some of the commentary may have exceeded the scope and authority of the Historic Commission. This project was recently presented to the site plan review panel for technical input and zoning compliance and was ultimately found approvable. Subsequently, it was referred to the Zoning Board of Appeals for specific relief as identified during that process. The integrity of the plan would be severely compromised if the applicant implemented the suggestions offered by the Historic Commission. Such action would serve only to volley the applicant back and forth between committees relentlessly seeking relief and satisfying no one. At this juncture, I can only assure you that although I recognize the comments to be the result of a misguided effort to create a better plan; I respectfully remind you that as Building Commissioner, the technical design and compliance issues are my responsibility under Chapter 40A of the Zoning Act of 1975 and as amended in 1977. Additionally, I am also responsible under Section Five of our local Zoning Ordinance. At the end of the day, I am the entity charged with identifying and referring all projects to the Board of Appeals where applicable. If you would like to set up an open dialogue regarding this matter, I am most willing. Please feel free to contact me directly. I would like to thank you and the panel members for this opportunity to work together in a mutual effort serving the Town of Barnstable and preserving the unique character of the village of Hyannis. Sincerely. Thomas Perry Building Commissioner C: Tom Geiler,Director Tom Broadrick,Planning Director Robert Sleiman 01/26/2004 08:4.3 5087786448 H'YANNIS FIRE PAGE 01 H Y'ANMS 113111B DEPARTMENT 95HIOH.SCHOOL RD, EXT. HYANNIS, MA.02601 jud HAROLD S. BRUNELLE, CHIEF Al .• R PREINTION BUREAU frufffT fY�f/M.b0►lif►t YCAIgM s► BUSINESS PHONE:(SW)775-1300 FACSIMILE:PHONE:(508)778-6448 I.T. DONALD IL CHASE,JR.,CFI LT. ERIC F.HUBLER,CFI FIRE PREVENTION OFFICER FIRE PREVENTION OFFICER BUILDING CODE COMPLIANCE FORM THIS FIRE PREVENTION BUREAU,HAS REViE1NE : THE PLANS DATE FOR THE PROPERTY LOCATED AT ALSO KNOWN AS,' l u'tiL�.��S�� -- � I THE CHART BELOW INDICATES THE STATUS OF OUR REVIEW: t CQN$T'R,UCTidN UMENT;,` !WA RECEIVED REVIEWED COMPLIES I-NARR 'Ti ZIREP.ORT.: 2=�#I`tE.FfGiTlt\l0'/FilO E A .3=HYDOAN7 LOCATION J:WATtA.SUPPLY' 4-SPRINKLER SYSTE PA6 .` {` .S-SPRIINKLER.C,014TROL EQUIPMENT �. .6 STAND'IPE,'S'YS7 1 ;. T= T.A�NDPIPE V 11 V.E L CA .IQNS... 8-FIRE DEPAIATMENT CONNECT16N.' 9-FIRE PA&ECTIVE$-l.GNALINq...,9YST. 10-F.P.S.S. &ANNUNCIATOR LOCATION i i-SMOKE CONTROL/EXHAU6T 12-SMOKE CONTROL EQUIP. LOCATION 13-LIFE SAFETY SYSTEM FI ATQRE5 �- 44 FIiI gXTINGUI6MItJG SYSTEMS 1 ti-F,E.S. CONTROL EOUIP LOCATION Ii-EIRE.PROTECTION ROOMS 11-FIRE PROTECTION EQUIP 61GNAGE 18-ALARM TRANSMISSI.OWMETHOD" — --• -__ ... 19-SEQUENCE OF'OPOATION REPORT � _- 2QACCEPTAN " CE,TI��TIN.13 C!'�ltEfilAEt ' . WE BE 'EVE T E DOCUM'E TO E AND COMPLIANT FOR THE ISSUANCE OF A BUILDING PERMIT'. WE HAVE COMPLETED THE ACCE ANCE TESTING FOES THE OCCUPANCY PERMIT AND BELIEVE THAT WITHIN THE SCOPE OF THE BUILDING PERMIT,THE ABOVE ISSUES ARE IN COMPLIANCE. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4L&% %2s Map ` ®9 Parcel rf.._E Permit a 11 jr IA Health Division Date Issued 0/0 Conservation Division WVO/03:0 Ap�Aation FWi Tax Collector k F`'�,�L 7* 03 �LL Permit Fee*91,g�o•- e . Treasurer �— r Ji 'fSlON �� Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address _ 1OR�Ls Village f Aw' S M n: D L rj Owner A H M I I w c— Address 11417 /tl®IQ YL Z57 V"A,Ls 0 26o, < Telephone TOP f— h J b —1 q 11 Permit Request c _ LPG e nd-c-r( AT �,� Square feet: 1 st floor: existing 1J® proposed R� 2nd floor: existing propose&A ��a+ otal new _ Zoning District --1 Flood Plain G Groundwater Overlay Project Valuation Jo Construction Type Lot Size 421720 g Fi Grandfathered: ❑Yes I< If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) CIAL Age of Existing Structure N11 Historic House: ❑Yes 01No On Old King's Highway: ❑Yes dlo Basement Type: ❑Full eCrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) A/ Basement Unfinished Area(sq.ft) tTiO&-c�h F- Number of Baths: Full: existing 9 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: 44as ❑Oil ❑Electric ❑Other Central Air: h 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 AApp eals Authorization ❑ Appeal# /✓'A Recorded❑ Commercial P�'Yes ❑No If yes, site plan review# D 4 Current Use roposed Use � `A 1` t,_R `L— BUILDER INFORMATION you — � �6 19 �l Name Telephone Number Address i/F License# Home Improvement Contractor# V 01,3 Li 9 Of Worker's Compensation# Lle2�s3 ALL CONSTRUCTION BRIS RESULTING FROM THIS PR -t1E SIGNATURE FOR OFFICIAL USE ONLY x .. 3 _ PERMIT NO. = DATE ISSUED MAP/PARCEL NO. t ADDRESS " VILLAGE µ y OWNER t DATE OF INSPECTION: f� Cr3 ✓o P<y6' FOUNDATION FRAME �-- r } INSULATION -o S FIREPLACE ELECTRICAL: ROUGH FINAL:— PLUMBING: ROUGH FINAL!' 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JS.}.v::. ?Jtv.•.!.....:.,;.,;{ :.::.:4...:•:•....n x:. yam. .^.%,•.}..^ •'r:......::.}..:..::::.;. f;•}:J:x:;v{.:v^'1{W'vi.}>:4}`rJ'v:}r,:}.{;;a}r.;{;,y....;f., x...:: :.!•.i:... ;.vf/.•.Y .: ,•}'r'•;;};:}:.';r,Yf....•:i:ii::?::•{:ri+:x:;Y•}::isY}:::}:•}:•>:Y•i;:;::K•.:.>.•?. a EY' ••S:•}:••YYY SS?:�::�:.'•:�?,•'.`.•5:47 r;}•{:'•+:i}••}::rv?,s�+'•:•f2::r�,Y£;?i•:;?•i:;r.:y:S:7��:}.::•rr:;G::.•:.,�,:t.........4:•:::::}}}.ti•:•::•:::..:::. ... .. / i rtsa'rartCeiCOi:<:::f;%4i:•?.•.:t•:{::t,•••:,r<.4....... 00 and/or yy�e to scare coverage as required under Section ZSA of MGL 15Z lead to the imp osidon of crinsinal penalties of a fine np to 8I,S00. ORDER one yam,imprisonment as well as¢fva penalties in the form of a STOP WORK and'a Sae of 5100.00 a day against ma I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage sins and penalties ofP�3e the Y that th er und verification. d e information provided above is froo and eorre I do hereby certify P Date Signal Phone# ica ?X Print nameAll IR oM al use ody do notwrlte in this area to be completed by dty or town official perndt/license# ❑Budlding Department city or town: ❑Licensing Board ❑Selectmen's Office ❑checkif immediate response is required ❑Health Department — �Other phone#; contact person: lrnriaed 9195 PJA� 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 c9ntract 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 shah withhold the issuance or'renewal of a license or permit to operate a business or to construct.buildings iri the commonwealth for any'applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commo nwealth 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 contacting 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 fim rance 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. "M MOM 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 peimitllicense number which will be used as a reference number. The affidavits may be retamed*tn 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. \ y The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents gMce of fnvestlgatlogs 600 Washington Street Boston,Ma. 02111 'I fax#: (617) 727-7749 - „�.,,,,o • IM1) 727-4900 ext. 406. 409 or 375 JUL-25-2003 12:00 LPWRENCE CPRLIN INS ACORQ CERTIFICATE OF LIABILITY INSURANCE 07/2S/too PROPUC6R 508 540-7100 FAX (508)S40-8426 THIS CERTIFICATE 13183UED AS A MATTER OF INFORMATION Lawrence-Carlin Insurance Agency Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 230 Jones Road HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR R THE COVERAGE AFFORDED BY THE POLICIES BELOW. Falmouth, MA 02540 INSURERS AFFORDING COVERAGE NAIC 9 INSURED GordonC1 ark INSURERA: Arbella Protection Noethside Design Associates INSURERS. Liberty Mutual_�_Insurance Co 141 Main Street INSURJ RC Yarmouthport, MA INSURERD; INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE iNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDIN' ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER71F(CATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSION&AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 9Y PAID CLAIMS. _ I R D TYPEOFINSURANCE POLICY NUMBER PCLICYEFFECTIVE POLICYRVIRATION LIMITS GCNERALLIABILITY 8500002197 FACHOCCURRENCE s 11000,00 X COMMERCIAL GENERALUAWLITY 01/15/2003 01/15/2004 DAMAGE M RENTED s 50 00cl CLAIMS MADE a OCOUR MED UP Any one peteml) 3 5, A PERSONAL R ADV INJURY 3 11000,00 GENERAL AGGREGATE S 2,()00,000 GV,k AWSCATE LIMIT APPLIES PER PRODUCTS-CON104PAGG S POLICY L.00 AUTOMCYILE LlAl11JJTY ANY AUTO COMBINED SINGLE UMZ $ em(E2sedd ALL OWNED AUTOS . BODILY INJURY 9 SCHEDULPD AUTOS' - (Perperaan) HIREDAUTOS 50CILY INJURY NOIWWNEDAUTOB (Forawdent) 3 PROPERTY DAMAGE 3 (Par acddent) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT 3 ANY AUTO EA ACC S OTHER THAN ....._ AUTO ONLY: AGO 6 EXOESSdJMBREWAUABMY FAOHOCCURRENCE 5 OCCUR ®CWMSMADE AGGREGATE f 05=nSLE s RETENTION S S WORKERS COMPENSATION AND WC131S319667011 11/30/2002 IV30/2003 �sr� ^u"� or+ EMPLOYEW LABILITY eL.r�c►IAccic>rrr s 100.00 8 ANY PROPRIETORIPART*WEXECUTIVE ,,, OPPrAMMEMBEREXCLUDED9 E.L DISEASE-EAEMPLOY $ 100e00 Ir a.defilvibewtdde SPECIAL ROVISIONS LaIm I E.L.DISEASE-POLICY WAIT 1S 500,000 orHER DESCRIPTION OF OPERATIONS!LOGATICN9/VEHICLES J E=LUSIONS ADDED BY ENOORSENENT/SPECIAL PROVISIONS i CERTIFICATE DER CANCELLATION SHOULD ANY OF TO ABOVE DPSCR MCC FOUCIE5 BE CANCELLED BEFORE THE IMSTPIRATION U11%TWMGOF,TH6 ISSUING INSURER WILL EiDFAVORTO MAIL 30 OAY3WRnMNOTICCTOTNICMMFtCATEHOWERNAMEOTDTHCUWT Abraham Petroleum, Inc. BUT FAJLURE TO MAIL SUCH NOTICE SHALL IMPOSE NOOBLJGATION ORLJAWLITY 33 Jefferson Blvd OF ANY MID UPONTHETMSUREt ITS AGENTS ORRBPRESEdTATTVM Warwick, RI 02888 AUY„a ATM 1 - _ Ca i ACORD 25(2001ma) FAX: (401)461-0123 CACORD CORPORATION 1888 TOTAL P.01 BOARD OF BUILDING REGULATIC, License: CONSTRUCTION SUPERVIS& Number: CS 004920 'Expires: 02/14/2004 Tr.no:- 168- Restricted: 00 GORDON CLARK 141 MAIN ST YARMOUTH..,MA 02675 Administrator " f TQVVN CLERK Hyannis Main Street W&tr1W -1--- ,, ,, = Historic District Com 1 `��s>� ` K" 230 South Street i B 1 5 I seep �� Hyannis, Massachusetts 02601 Phone: 508-862-4665 /Fax: 508-862-4725 CERTIFICATE FOR DEMOLITION OR REMOVAL Application is hereby made, in triplicate, for the issuance of a Permit for Demolition or Removal of a building or a structure or part thereof, 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. TYPE OR PRINT LEGIBLY DATE f' i �� _ ADDRESS OR PROPOSED WORK�''t1-I � JV�'�l siR�( ►y-S 0 ASSESSORS MAP NO. 3D°� OWNER, „M eTka aiI1,M �A/z' ASSESSORS LOT NO. HOME ADDRESS b ��1tlll _"4e- NAMESTEL.NO.�16I-��s ""th AND ADDRESSES OF ABUTTING OWNERS: Include names of adjacent property owners across any public street or way. (Attach additional sheet, if necessary). AGENT OR CONTRACTOR TEL. NO. d�'-"1 0 6-, l .ADDRESS PO&X A 6 cil-6 e� DESCRIPTION OF PROPOSED WORK: If building is to be removed,give new location. Snap shots showing all views of building must accompany application. (Attach additional sheet, if necessary). 'PIE M6 PF 296N 9F I-ETR1L 3. 718 $F 6-A5 $TAi- 1oM.* (GA,rvoP^/ To D£ RELocAjk�D) -7-t}6 S,T6- 1S --Jb 3G TLC—D6v k4� VND76TL A SEPAK -F Note: If approval is granted for relocation, a separate Certificate of Appropriateness is required for new location if within the Hyannis Main Street Waterfront Historic District. SIGNED Space below line for Committee use. Owner-Contractor-Agent Received by H.D.C. The Certifhc to is hereby D ate Date Time By Approved ❑ IMPORTANT: if Certificate is approved, approval is subject to the 20 day appeal period provided in the Ordinance. Disapproved ❑ i OP1® DATE' AC CERTIFICATE OF LIABILITY INSURANCE TER-1 1/201/2O9D/0 03!. PRODUCER THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Lawler Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 4 Welby Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. New Bedford MA 02745 INSURERS AFFORDING COVERAGE +_ { Phone: 508-995-8600 Fax:508-995-8899 a► INSURED INSURER A: Great American E ai S Ins Co INSURER8: LibertyMutual Ins Co Interstate Pug 6 Tank INSURER Hanover Insurance Company Philipp Bea reg�rd DBA __-- P Q Bbx 71 INSURER D: Fairhaven MA 02719 — INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY E POLICY LTR TYPE OF INSURANCE POLICY NUMBER DATE MMIDO/YFECTIV DATE MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1 000 000 A X COMMERCIAL GENERAL LIABILITY GL05744742 11/18/02 11/18/03 FIRE DAMAGE(Any one fire) $ CLAIMS MADE ❑OCCUR MED EXP(Any one person) $ PERSONAL 6 ADV INJURY $ GENERAL AGGREGATE $1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGO $ PULICY PRO' LOC - AUTOMOWLE LIABILITY COMBINED SINGLE LIMIT C ANY AUTO ABN4108620 04/23/02 04/23/03 `(tea '? $ ALL OWNED AUTOS l BODILY INJURY X SCHEDULEDAUTOS $ 100,000 f(Per person) � HIRED AUTOS NON-OWNED AUTOS (Per accident) Y $ 300,000 PROPERTY DAMAGE (Per aodoent) $100,0 00 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ j RETENTION S $ WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS'LIABILITY WC2731S-316591-010 08/28/02 08/28/03 E.L.EACH ACCIDENT $ 1-0-0-1O00 tI E.L.DISEASE-EA EMPLOYE $100 OOO E.L.DISEASE-POLICY LIMIT $ 500 000 OTHER I A.. DESCRIPTI N OF OPERATIONSILOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFI AYE HOLDER I N I ADDITIONAL INSURED;INSURER LETTER: CANCELLATION CONTRAC . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL -2D—DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL CONTRACTORS REGISTRATION BOARD IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1 CAPITOL HILL PROVIDENCE RI 02908 REPRESENTATIVES, AUTHORIZED REPRESENTATIVE Lawler Insurance A &4nac ACORD 95-9(7/97) ©AC RD CORPORATION 1988 Town of Barnstable Regulatory. Services 'rB"I' erg` Thomas F.Geiler,Director En '�"`� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must.Complete and Sign This Section If Using A Builder f � I, WAX Pd A s :w t ) w e , as Owner 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) -7 La,3 Signature of Owner 15ate Pr�mf Name TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel fJo t L 'f TA8L Permit# 7 0 Health Division D Date Issued 7 i O 3 Conservation Division wnn 11& 16 'gyp' 10- 5-1 Application Fee Tax Collector Permit Fee 4V C 0 O Treasurer �`W"``�`t1,v!si I 00 Planning Dept. IN i Date Definitive Plan Approved by Planning Board t70j� —A Historic-OKH A Preservation/Hyannis i Project Street Address i144A/0 A�_L "IT Village f Owner 'a S GASH Pr�P►M�r.N I1t� ddress 1�t �� C'�'��J `I�f l��i/I�,� Telephone 6 /—4t& — Ia\) Permit Request 15 700 S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size• Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. I ,Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No s Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Cl No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use. Proposed Use BUILDER INFORMATION jj G Name /� Z �� ' �vtia \ Telephone Number Tc1 l VL— Za Address - j3-Df( / t ^° License# 0E-i6 40)&1&-v-en 1)2 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (� ©� FOR OFFICIAL USE ONLY r ' r; PERMIT NO. I DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER �? - DATE OF INSPECTIONS ~ - { FOUNDATION �R t FRAME • - INSULATION FIREPLACE ~ .a•. ELECTRICAL: RO_U6H - _ —FINAL- PLUMBING: ROUGH- FINAL - - GAS: ROUGH FINAL ri FINAL BUILDING % %r/ -a/c h? - DATE CLOSED OUT ASSOCIATIONPLAN NO: ,... ram.` _ ,. _. . •... . 4. ,.> y �._.. r s. ...:�a� ., .:. ... .. . .a�...i..r..: ,__ =r � -•-��. yoETHero�y TOWN OI BARNSTABLE i BARBSTABLE MASS. ; = Office of the Building Inspector 9pO i639 `��o June 10, 1986 Date ................................................ Fee .......$75.00 Permit No. 226 PERMIT TO ERECT SIGN IS HEREBY GRANTED TO ...................Citgo D/B/A Same ....................................................................................................... LOCATION ..........................149 North Street.......... ............................................................................................ Hyannis, MA ............................................................................................................................................................................................................... ANY VIOLATION OF THE.SIGN LAW WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT ✓f -- _{ Building `Inspector Y' TOWN OF BAkNiSTABLE BUILDING DEPARTMENT I 3LA13 IT } TOWN OFFICE BUILDING 7 z aYl HYANNIS, MASS. 02601 s rsr� p APPLICATION FOR SIGN PERMIT DATE J AIL ' Id 19 d 6 Application is hereby made for a sign permit in accordance with the description and for the purposes hereinafter set torch. This application is made subject'to- all Rules and Regulations of the Town of Barnstable ,now in force or that may hereafter be enacted affecting or regulating thereto and which are hereby agreed to by the undersigned applicant and which shall be deemed a condition entering into the exercise of this permit.- INSTRUCTIONS 1. This application must be filled out completely. 2 A drawing, in duplicate, showing the shape and dimensions of the sign, lettering on same, height, method of securing to building, or if freestanding, method of erection. Drawing must show sizes of structural supports, and size and depth of foundation. SIGN LOCATION n -Owner L�/-T6,0 Street.- Rd. _ --- Zoning District ,��/s Fire District OWNER OF PROPERTY 1 Name Address 163 City C��4C.C7�f y%*V St Zip e2'40 Tel No.(,I/; ) Area Code SIGN CONTRACTOR Name Address City St. Zip Tel No.( ) Area Code Type of Construction Free Standing or Attached DESCRIPTION DIAGRAM OF LOT SHOWING LOCATION OF BUILDINGS AND EXISTING SIGNS WITH DIMENSIONS LOCATION AND SIZE OF THE NEW SIGN TO BE DRAWN ON THE REVERSE SIDE OF THIS AP7LICATION. Is there any electrical wiring required for this sign? Yes ✓ No If "Yes," who is the electrical contractor ? Area FOR OFFICE USE ONLY DATE DATE Permit Fee �5 Ba DEPT. ROUTE REDCEIVED APPROVED REJECTED INITIALS PLANNING Mail permit to: $ZONING ELECTRICAL INSPECTOR BUILDING INSPECTION �0 1 hereby ceri0y that 1 am the owner or that I have the authority of the owner to make application, that the informatio- given is correct and that the use and construction shall conform to all the Rules and Regulations of the Town of Bornstat:) which are imposed on the property. Phone ig cure of uon owner I authorized agent `s K 9d -� S � h ` I 0 -1 r 1 �i ..s a o 1 4=7- ------------ - v 5zi 4 U v /I If "po 001 8S8SB r-, • • • 1�4KR5 fN �f4 rep 'e C7 _ 6i¢8# LEmY 31Q* RE ai30p8 e SS ester will if I a Id 1 a AMERADA HESS CORPORATION D � ACQUISITION � _ I I HYANNIS, MA MEROYSrON i rasa us OW MM NO a WO CM 73&-srae 4 -21 2'-0" 1'-6" 2'-0" ,'-6» 3'_V. O O O O c ° ROLL R o O GRILL 0 D COND17 ® �, RESTROOM o �a x= ,sco 00 3'-0" L 0 3'-8" SODA D I S P LAY 4'-0" 3'-0" 4'-0" EXIS-n G SLATWALL M RCHANDISING ol 01 8 9 B O LINE 5 a ,� CASHIER ..�r � � � i �. _ _ i _ � -sa � _ i _ .. a s • s _. s s w e . e 0 0 �, � • • � n O � • ' 0 }:.. BOOK PAGE ASSESSORS MAP 309 28 PARCELS 226- 1 + 226-2 ROU ROGTE' ?B ADDRESS: #147 & 149 NORTH ST, N, HYANNIS, MA 02601 TITLE REFERENCE: DB 16490 PG 305 PLAN BOOK 352 PAGE 81 s OWNER OF RECORD: 5� ABRAHAM PETROLEUM,INC. pK•tN 149 NORTH STREET HYANNIS, MA 02601 O P� AP OVERLAY DISTRICT B-1 BUSINESS DISTRICT RESERVED FOR REGISTRY USE LOT AREA: 10,000 SF MIN FRONTAGE: 20' MIN.NOTE: THE PURPOSE OF THIS PLAN SETBACKS- 20' FRONT LOCUS S MAP IS TO COMBINE THE TWO SEPARATE 10' SIDE SCALE 2" s 2000' LOTS UNDER COMMON OWNERSHIP INTO 10' REAR , ONE LOT AS REQUIRED BY THE TOWN ASSESSORS MAP 309 FOR CONSTRUCTION ON THE SITE NORTH STREET PARCELS 226- 1 + 226-2 PUBLIC— 40' WIDE PU8 1926 LAYOUT P K. NAIL FOUND N77' 8'40"E 137.42' 61 38' 0 0 op 76.04' 1 o PCL 2MAP 5 leir - COURTYARD Q- 4 � � 17 2 VACATION EXIST ( ` CLUB CANOPY 6029/156 a c ( TO BE k �, 7 LOT 1 t REMOVED 1 EXIST. LA -5 _ _ ... 12,058± -SO. FT. 1 _( 981:r- CONC oo, cn �.; ;- •� ... rn 0.281 ACRES 1 ( •`o FOUND. 0 z M309/226--1 1 y 1 z BLDG. N �, � •,, k Im UNDER co o? ( r ]L�C7S CONST. ._��r r N 20,7�SF EEO— LOT AREA I AB. _ <� 4 0.48t ACRES J 2 2.00 J BLDG. 7 LOT 2 0 5' OFF o J N 8,662t SO. FT. LOT LINE Ci � cr 0.20t ACRES MIN. •0 M309/226-2 X 82.00' S78 1'30"W 88.57' 170.67' C.B. FOUND • MAP 308 PCL 77 FIRST BAPTIST CHURCH OF HYANNIS C' - O 1 HEREBY CERTIFY THAT THE PROPERTY I CERTIFY THAT THIS PLAN WAS PREPARED LINES SHOWN ON THIS PLAN ARE THE LINES IN ACCORDANCE WITH THE RULES AND DIVIDING EXISTING OWNERSHIPS. AND THE REGULATIONS OF THE REGISTRARS OF DEEDS C1� LINES OF THE STREETS AND WAYS SHOWN ARE AS ADOPTED 6/19/75 do AMENDED 1/7/88. pd THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT Q"' NO NEW LINES FOR DIVISION OF EXISTING I"�� 1 OWNERSHIP OR FOR NEW WAYS, ARE SHOWN. DANIEL , REF. C.41 S.81—X, M.G L. A OJALA 040"0 Tio 0/`-Y-50 DATE DANIEL A. OJALA P L.S DATE � D JALA P L.S. PIAN 4F LAND off 508-362-4541 IN FYANMS9 MA fox 508 362-9880 PREPARED FOR: I down cape engineering, inc. Abraham Petroleum, Inc. #147 & 149 NORTH STREET, HYANNIS, MA 02601 CIVIL ENGINEERS LAND SURVEYORS 0 30 so 96 FT 939 main st. yarmouth, ma D.A.O. t SCALE: 1'•30' DATE: 10-28-2003 01-067 ! . --------------- Y E GVE-E:Osrwr 1 $ .0 SE BNG` L 1 R AT NORTH �TT�''�(7��f�$9 YATCH EK'SS SAWC T A,C .1 ,®1aTH �sCusl �JYWL 3 .. � � � ��`° SE Pav- c c cNENT� ( fT' NE'/GPINITE:UP.BIMv PUBLIC-AO WIDE 197.6 UtOUT GRPNITE C11P81++G .CUtN; -----•-- _-- {\ •Cl3NC.6,w MAT N FE iEc2 J+.:DE$ 1 TC) :IS RNG.. `�, (rvP)SEE'-COCN EW$ ' e • (�i LU I.TYP.)SEE SECtI VIEWS ._ I // S :e SNl � (�- ' 1 _ --- -_-`-_ _�_-'.--�5____ -'�_.-.w.-5___-'_S_'`_._- �- ___._ _-.._ - _ -_ •;��_--.- I, 1 -}'/' N `(• /r-�).� _-__�_ S--------_a--__. _/--.__..'----._ _ - ' __ 312 �i, 3)6 ._ /•„ q} /Y )i sT�� -J.sTD cuRR o�Ts ( / - ras-1=-- --_-_- ----'° ].--__�' Lam.: ',b Co. S/W REMNN ®�sD � . .;'r;. •-- �.�.� I�� (�/T � 4'y11%]-LVT'T-pQ A =J _ .. .}ti91 r_-` 36.. _�-••__� a�l AO - -"__- _Lz�l. 7 3).S.i ,.,27.. I {7)9 LOCUS %]POSED SK:N '+-3:'- ___�,L -'- -57�y= 4 s x3P.0 LEGEND �. MAP feEE$TaND NG - F scALE C' 2083' I Y aP wcX \' +]e a ✓ 3 7 \z'< rY 1 „ .•Q"'7 i' 3 AASESS3R5 MAP 309 PARCELS 228-I, 226-2 o �• .\ I /i"i' `` u SEWER M.vnll'q.E I - _/�35.9 ti . � .J F17'__�/ .r �-, „y >\7/PRO fSiU LRI ` 1•, / I I + ai DEED REFERENCE OQL.5aO7 PC J10 _ '�t\ 0 11 3 DEw,LK L V L \ PLAN BOOK 352 PAGE 81. v 2 -'.. JT: STORMWA7FJ= 13 66 i $I] FT O�`\ /�' ' 1 WATER G,TE - FLOOD LONE C Y /a / PNNT(TYP,)/ LE.CXRIG PIT 99 1n.9 1' I - AP O WATER ANT SEWER AVAILABLE ', +]6)/ '� •\- .;' ��, LP1 !N.' 6 J'\% -� •/•� - O.20t ACHES I AP OVERLAY DISTRICT £ )/35.9 i V/ 4 - TOP STPJG nl i C%Si.GTCX BASw B-1 BVSINESi DISTRICT h( Ll SA.6 'LOT AREA' 10.000 SG NIN FRONTAGE. ]0'MIN 20,72D$F COMBINED LOT AREA�� / /.�.� //5E• ]6.a -- -- .-/ -T `T tA✓ ' 4SEI IS ey4 SETBACKS 20'FRONt 276 'PROVIDED '1 -_ ._ _ -_ 20 S'PROVIDED 10'SIDE- 16.9'PROVIDED N y� uiRJTY POLE 10'REAR- N/A �ltl - 3]. %/� �.L� In 2 BUILDING HEIGHT:JO'3lnz o 2 S STORES 1 ' 1 ! - ^ ��9 '^:,, / 'U .l zc`$ FRONT ND RATIO:0.4 (0.25 PROVIOET'-dN 1.5 STORIES)1 36B Xj �.% '� ..y I A f . FRONT LANDSCAPED SETBACK: 10'REO ID'..PR(SVIOED ( I - - - PA.RKINC/DRIVEWAY SIDE BUFFER.5 RED. 5 PR(WIDEO i 1 I r III . _�- L�. / m �.. PRECAST wNEELSTOP iKIS-ING USE GAS STATION.LAUNDROMAT/RETAIL _ PROPOSED USE:GAS STATION(ND REPAIR WOR!(1.. 1 IJS. IJ ��' j i,LOT 1 - / / / �3e D9 / '� f/ ORNE THRU ❑ • Y" PAINT(NP.) / i 'NINGO`N ; 1 VNOECROUND iANK COVER _ CONVENIENCE STORE&COFFEE RESTAURANT ( ' 1 .1.'�,058t SO. F7 ]l`{ _ J t WITH 2 APARTMENTS OVER IN A HALF.STORY 1 �j '1 0.28_ ACRES /it ��/ i Td I 20'LIGHT PD{f- vL3 �,✓`- •BEE APAR1. TMENT REGULATIONS BELOW E 1 ]S � ' : / 14.0' - S.0 ! / +3T)+ - • r'/ ]9. M MONrtORwC WELL \�3y :Yt( :.:�./ /.' sL I -/ f 3;:) -J / / / / I� _36-.. MST,.C CONTOUR `F BRRo3 NFW GRA RTE fURBNC+fgNC.S/W I - - ----j- r; �).�ROOSE I MATCH MSTIRG GR,OE"a 1 ! /' /,/ RF - / /,/ 1 -.� - CLAY - sEE s6cn0,vl• - 1 , = LOCAi EU CANOPY _ - - .4'� -II 1 Illy `,1 - . � -i Wv CONCRETE PAD BENEATH / 0 - OAS GTE oQ < .. /�/iT .SEE TAN'PUNS FOR PAD OETNLS-., _ UKDIN- Cma+ - EXIST T " QN.A.:.:._ f Y +]6)-. SPOT CT+AOE - E ATtt.MK],AFL D.FORD 1 Irv- -• " 1 :1 4Cv,OPE§dBER�M AV du,T.:' : / _ / ^''1 .. _ PROPgSEO s G )1 g PN.,-soe-.w-I9o0 A/ r-�'1 11� QSF P'�. ALTERNATE BErwEEN NRUO 1Y 1 ,1 ) Y 1 i1aU i //� - - E �'_ " - .. _. -. .. a i OWNEiI:'ABRNMy PETROLEUN,'VlC. I -'%,'• 2P0 CP2A5 'A 9J..a. '! D0 18agp PO YJ9 , 1 n r /. /• / - _. -X.I. BLUE RAHGEA I - (' •i 0a9 NGRTH STREET \J`(J� i 1,1.� O E AZALEA EO. I'S XY,NN s.M,02601 j P. /: `/ N.s+,e /' '� / \ �! XIT ��','/ ' \ /f I w FA OR p EXSTWG TREE ' l o (An I li i ,�/ 6.I i 12= I ..o 4/r //� // .. ! % - PROPOSED 3'.`.ALIP R l+ �'T V E TREE my '"/•� '� �i I t SINGLE ST PESTGE MAPLES •j I" $ . (aCF.R C.iePESTRE) £J i (-�;, '1I 1 I ' /� 1l 'C.y� .R✓i/' // / .% / -0"- O URNEAD WME n .7 o CiI J I , LYI C \NOTE:UG VA M LOCATION usM+S' s GAS LINE o Y O, d oI m I\I`,�. �( ^ 1. OTnER FOR TANK O '. .. '+ ` DNC.PADt DETAILS EfC. - y ,' / .�.• t ' / % �� WATER pNE .- V V) - J/ 1 I 59 . I ' PRD'OSED 34. / / / %• / --•S'---_ SEWER UNE J p p p p .. ® , S'r "� // J I SEWER MpNH/JLE __ -- I).{ ' // ' /� / .9 x, FR ( 1 Vl VS V1 L'� iYl 1. 1 1 35.80 ` ' •1 r- 2. WV - P / / '� DARK URLITY ONES PROPOSED U.G.. > > >TS XIS > __ S Bb u wALX-IN LE COOLER / A- - C LC I .6 T . - I 1 36.2 Y - 96 SF . / s - / f PROP.GTCN BASIN 3l� 35.4 �. J / -�i-S SI_._TER _ •SEE APT REDS REuOVE E%ISTV+G GRAN TE r , 1 .1 -' .. . CURBING.NEAT SAWCI,T AND I ` ..-• - --- .. APARTMENT RECULATION.PER 3-2.1.t(J) .wTCn E%'5TING P,YEMENT E �, 1 1 - _ - - 3-'I J) SEE PAYENENi iECRON `. ^'. \`' o t 1 TOo SMCTURE2 / `'"'1 a O ( (o)APARTMENT DENSITY:5000 SF/APT- 1 .T 5 11 ) _ ]I O 'er �ORMIv TER •'LEj,�IN -/ N I t] 20.720 St/ 5000 SF e♦APARTMENTS ALLOWABLE - 2 PROPOSED 1 { s ,MJ I'EEVF-LAT _ G�ErvC=R�„ FM J].♦ / 5 £ i5 33w "Y'`.. Ge ..� S 33.3 1 co 3-2 I,1(J)!D) MAXIMUM LOT COVERAGE 203 ^_848 BF(20]20 SF- 12.6X O.K. 1 1��' t'e '1 � �TORyWnIF_LEAG�ING H� 3).6 t, �T[L !T2 I ST2p _ - e PRMpS0 - IG 3-1.1 1(J)IJ)FRONT YARD SETBACK' S0'pP.3X BLOG.HT.iREUEF R,EOUESTED) I o - - �=( - 3-21.1(J)l) SIDE&REAR HT.OF BLDG. •\ `�� z� - LFicwNAc�ryT _ .__.. .• 35:70 SIDE YARD SETBACK- 16.9-PROVIDED> 13 5 R.%. ' ( - �- - - S TRENCH . Y I - _ ` 3-2.:1(4) (r) 20 PERIMETER GREEN SPACE(RELIEF REQUESTED)' ------' ---- _ - ' 2.I,I(11(9) OFF STREET.PARKING..1.5/UNIT.SEE..PARKING CALCS:-'rl _x___>•_____ :__�. -::. ,..' - -- - -.. - _ ... NEW'SEWER-:uANNO!E-' n_cr TO(.•,-nNc .. s - .�'.r" • ". .. 3 '�" 36se PROPosFDsPor cruDE <. SEYrEk STUB APPROX J -A'y�T--X.--t-�-"J•Yj' -�� ✓ PROPOSED CfiNTOUR' J Q LOCATION OW,CONFIRMI�� _ . -_ ¢IN PRIOR O,NY 1 _ ._ ..- d2.00. 1 .. - - < - '.' IN EI ' PLUMBING WORN ON 9TE 1 ' 9 .I SEWER.0,65 .. LMESSSI eND STD u SE KS 0 D�w SHEP.S ONLY nOTE.a ;SEED 5 BE AS PAVED. SEE GENERAL.NOTES ON DETNL - .. Y 14 E NOi 3 1 .`R NpPF BU NC. ' w �2 PARKING:.'.AU•ULATION$: -RETAIL: 1155 1 5 Sr(t�2005F) STORAGE 96 F((1 7005f1 0 13 } RESTAURANT:6 SLATS(t/3) 2.OD - _ .-7 z ,•� I.S a 3 cMPLOYEES(7/2 EMPL) - 1 50 _ O F F I.. TAI(E-OUT ARE4 (5/AREA) 5.00 ( W . NON-HABITABLE APARTMENTS CRAWL$PACE= 2 CRAW aaPT)a S 00 ( Z Q 1]4 SPACES REQUIRED ' 15 SPACES PROVIDED. 1I JSJ o l a 6 TIT �,(� 7F(9 SPACES IN FRONT BUILDING +6(50%OF CANOPY PARKING) -'151 �J j ILIT S.a �G A.r♦.yING- N S■.;��i ' "KCV)J Alaa><» aaa JJLL�YY/// L �i a 521CMR: I H(.P'SPb`E REOUIREO II I VA!!ACCESSIBLE HCP SPACE PROVIDED ' - _ 4P✓" --- . SITE PLANSGlEz 20 I hi O >,6 j.. srx Lux Ds !2I-tD0 i SHEET 3 OF3 � , REVIEWED FOR DESIGN CONFORMANCE ONLY ADDRESS: y �_® C w Q APPROVAL FOR THESE PLANS BY AWED DOMECO DOES NOT IMPLY THAT ` s 14 7 & 14 9 NORTH STREET AWED DOMECQ HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE CODES OR REGULATIONS ` ' D - O HYANNIS, MASSACHUSETTS /� cNn r)/? ❑APPROVED y / ❑APPROVED AS NOTED: Submit Record Copy for Archives /`_�J � ❑DISAPPROVED AS NOTED: Revise and Resubmit ❑INCOMPLETE INFORMATION: Add requested informaitan and resubmit OWNER o Date: D O COUTO MANAGEMENT GROUP; LLC Notes: ► AWED DOMECD OSR �-, oe Ian Manage 0 \ Nottes:s: 169 MAIN STREET STONEHAM, MA 02180 0 ABBREVIATION INDEX INDEX OF DRAWINGS ADA STATEMENT BUILDING DATA — MASSACHUSETTS �p AND GA. GAUGE Q.r. QUARRr TILE USE GROUP: A3 > 50 OCCUPANCY ® AT GALV. GALVINIZED OTY. QUANTITY A/c AIR CONDITIONING GIP.BD. GYPSUM BOARD R.A. AWED DOME00 I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS TYPE OF CONSTRUCTION: TYPE 5B � m�M. A.D. AREA DRAIN HDWD. HARDWOOD RAD. RADIUS Tt TITLE SHEET/ ARCHITECTURAL DATA A.F.F. ABOVE FINISH FLOOR HOR. HEADER REF. REFRIGERATOR FOR THIS PROJECT WERE DRAWN IN ACCORDANCE STORIES: 1 m 1 • ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING WITH ALL FEDERAL, STATE AND LOCAL LAWS, ALLOWABLE FLOOR AREA: 4200 S.F. a3N ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION Al FLOOR PLAN; SCHEDULE; DETAILS INCLUDING, BUT NOT LIMITED TO, THE AMERICANS APPROX. APPROXIMATE -HOT. HEIGHT REQ'D REQUIRED A2 REFLECTED CEILING PLAN; LEGEND; DETAILS ACTUAL FLOOR AREA: 1056 S.F. BD. BOARD I.D. INSIDE DIAMETER RESIL RESILIANT A3 FLOOR TILE PLAN; DETAIL; SCHEDULE WITH DISABILITIES ACT (THE "ADA") THE ADA (Inn BLDG. BUILDING INSUL INSULATION RM. ROOM A4 EXTERIOR ELEVATION; INTERIOR ELEVATIONS; SCHEDULE JT. BSMT. BASEMENT I JOINT S ACCESSIBILITY GUIDELINES, MASSACHUSETTS Iuui BM. BEAM KIT. NTERIOR R.O. ROUGH OPENING 521 CMR, AND ANY OT R LOCAL REGULATIONS OCCUPANCY LOAD: ' BTWN. BETWEEN KT. KITCHEN SEC. SCHEDULE SECTION K1 EQUIPMENT PLAN; ELEVATION; SCHEDULE OR STANDARDS. FIXED SEATS: 10 PERSONS - CL. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT K2 EQUIPMENT SCHEDULE / /> EMPLOYEES: 5 PERSONS SO CENTER UNE LAM. LAVATORY S.F. SHEET - Date: IrG 01 G3 C.T. CERAMIC TILE LT. LIGHT Sim. SIMILAR ARCHITECT'S SIGNATURE HER TOTAL OCCUPANCY: 15 PERSONS CLG. CEILING MAS. MASONRY SPEC, SPECIFICATION E1 ELECTRIC LIGHTING PLAN; Q CLOS. CLOSET MAX. MAXIMUM So. SQUARE DRIVE-THRU GUIDELINES; LEGEND CM CONSTRUCTION MGR. MECH. MECHANICAL 1 S.S. STAINLESS STEEL CMU CONC.MASONRY UNI MTL .METAL STD. STANDARD E2 ELECTRIC POWER PLAN; ELECTRIC COL COLUMN MFR. MANUFACTURER STL STEEL PANELBOARDS; LEGEND A L L I E D D 0 M C O REFERENCES CONC. CONCRETE MIN. MINIMUM STRUCT. STRUCTURAL CONT. CONTINUOUS misc. MISCELLANEOUS SUSP. SUSPENDED FLAME SPREAD: _ - CONST. CONSTRUCTION M.O. MASONRY OPENING TEL TELEPHONE Pi PLUMBING PLAN; SCHEDULES ALLIED DOMECQ SPECIFICATION BOOK - .C. DEPT. DEPARTMENT MID. MOUNTED THK. THICKP2 PLUMBING PLAN; SCHEDULES (ISSUED 1/31/98) FREEZER CORE MATERIAL: 25 DTL DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH FREEZER METAL PANEL: 25 x D.F. DRINKING FOUNTAIN NO. NUMBERT.Q.P. TOP QFPLATE P3 PLUMBING DETAILS NATIONAL ACCOUNT SOURCE 'h N DIA. DIAMETER NON. NOMINAL T.O.S. TOP OF STEEL DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB INFORMATION BOOKLET r� DISP. DISPENSER O.A. OVERALL TR SMOKE DEVELOPMENT RATINGS: T. TREATED (ISSUED 3/6/00) DN. DOWN D.C. ON cErITER rP. TYPICAL FREEZER CORE MATERIAL: 250 R V.C.8. VINYL COMPOSITION BASE D.S. DOWN OQ- OUTSIDE DIAMETER SPOUT OPNG. OPENING V.C.B. VINYL COMPOSITION TILE ALLIED DOMECQ EQUIPMENT FREEZER METAL PANEL: OVER 500 ti DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL SPECIFICATION BINDER . U�pp EA. EACH PL. PLATE V.I.F. VERIFY IN FIELD BASED ON THE FOLLOWING CODES o N .-1 EL ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING G ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH - (ISSUED 6/97) COMMONWEALTH OF MASSACHUSETTS BUILDING CODE o EQ. - EQUAL P PLYWOOD W.C. WATER CLOSET d EQUIP. EQUIPMENT PR. PAIR WD. WOOD 1999 FDA FOOD CODE 780 C.M.R. - 11/27/98 o m g R. EXIST. EX STING PROP. PROPERTY W/0 WITHOUT (ISSUED 1999) 5 O j 0o EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING F.D. FLOOR DRAIN P.S.I. PER SQUARE INCH WI, WEIGHTTO ALLIED DOMECQ DATA L a on N FIN. FINISH P . PAINTED WWM. WELDED WIRE MESH FL FLOOR P.VC. POLY VINYL CHLORIDE U Q F.O. FACE OF - N N FT. FOOT SIGNA E DRIVE-THRU: z TURN. FURNITURE SQUARE .AM a TYPE FOOTAGE DIMENSIONS YES/NO YES PYLON /MONUMENT SIZE PER ZONING / OWNERS NUMBER OF D.T. WINDOWS 1 O BUILDING 15 S.F. T V-0" x 15'-0" MENU BOARD SIZE BY DUNKIN' DOUNTS 9 SITE DIRECTIONAL SEE SITE PLAN BY OTHERS, AND OWNER CAR LENGTHS FROM D.T. WIN. 5 STORE DIMENSIONS: STACKING (# OF VEHICLES) SEE SITE BY OTHERS Q o GRAPHIC SYMBOLS SO. FOOTAGE ESCAPE LANE BY SITE ENG. Q ~ op SALES AREA/ PUBLIC AREAS/ TOILETS 378 S.F. w Q SECTION NUMBER FINISH NUMBER FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND RETAIL/SERVICE 412 S.F. DRIVE THRU TIMER SYSTEM BY DUNKIN' DOUNTS o At ry 202 p_y CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION; III/76-200): o m I SHEET NUMBER MATERIAL FLAME SPREAD SMOKE KITCHEN 266 S.F. J _ RESTROOMS: e (n Q SECTION FINISHES RATING DEVELOPMENT NUMBER oI BASEMENT N/A o z DETAIL NUMBER FIBERGLASS REINFORCED PANELS 175 135 HANDICAP RESTROOMS N/A z rn 7 H7 VINYL WALL COVERING 5 5 m zv I- 301 SHEET NUMBER PLASTIC LAMINATE 30 200 TOTAL: 1056 S.F. o Q LJ ENAMEL PAINT ON TRIM DOOR 5 a W � DETAIL FRAMES WOOD SHELVING SEATING = W 1a WOOD STAIN NATURAL WOOD SURFACES 5 PARTITION KEY 1— # ES AND TYPE N DOOR MARK CLEAR SEALER NATURAL WOOD DOORS 5 OF TABLES 5 TABLES o ACCOUSTICAL CEILING TILES 23 LLJ STAND-UP COUNTER N/A J U PARTITION TYPES c DOOR STOOLS N/A _� g Dt00 # OF HANDICAP SEATS 1 ~ a EQUIPMENT TAG COLUMN REFERENCE GRIDS SHEET n 3 TOTAL # OF SEATS 1 10 SEATS O OR DRAWING NOTES INTERIOR ELEVATION INDICATOR Q FILE#:D03072 DATE:11/20/03 PRO". MGR. J.R.. C.M. B. FLANNERY tP I I GROUND LOOP CONNECTS TO VEHICLE DETECTOR,INTERCOM - O __ SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE 2" 1 GROUND LOOP AT DRIVE-THRU WINDOW CONDUIT FOR SPEAKER(IF SEPARATE POST IS USED)ALSO CONNECTS BACK TO R.I.S.SYSTEM. CONNECTS TO INTERCOM SYSTFJA.VERIFY W1T4H OWNER AND I Q NOTE: I DUNti.N'DONUTS CONSTRUCTION MANAGER FOR EXACTLOC PROVIDE TIMER DISPLAY AT DRIVE-THRU AREA,I I By OTHERSP(MEN(:'ROVIDE FARD SHOWN OR 5 CAR STACKING. SPEAKER MOUNTED FLAN T NTERFL OR LCLI BOARDNG AT MAIN OFFICE-D.CONNECTED BACK SUMPYWCCEOSS' I IN ALIERNATE�HAS A SEPARATE SPEAKER POS'O. LI p-j • DRIVE—TH RU". r-DRIVE_THRU WINDOW, � .ram i�__... 2 2 1.5 F z DUNK. 30 FILLER ®I® 14 _. r� STORAGE ' — `� � N 3' CASH 2'-6" 7 I _ DELFIELD UCR 4'-6'COFFEE/BREVANG --- _ Haari /STAGING DELFT UCR �OKQ ¢ y 1 <9 3'-6'STATION/ =I mICE CADDY 1'-6" UP �1`n`.ti ie 12'FlLI.ER PERE D.D.C.M. IC' Q N �m w BREW {- ® p L J LEGEND: g EXISTING STUD WALL OFFICE -- ;— 2 3 '}—SERVING AREA O 2.4 OR 2e6 STUD WALL®16'O.C. Nm fTo� --- NEW STUD WALL' QZ� _ 5 ,I Icy jo __I / 2.4 OR 2.6 STUD WALL 0 6'O.C. RELOCATE ELECTRIC �' w o / f ��•/ Oa3Mpi PANELS GENERAL NOTES fl n fl HOT WATER HEATER � 0 r..._--- mm /1n luul IN THE BASEMENT 02 h '/ 1. GENERAL CONTRACTOR SHALL REFER TO WRITTEN SPECIFlCATIONS FOR ADDTIONAL INFORMATION NOT CONTAINED IN THE DRAWINGS. MOP 2.GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING AT SHELVING, m O O SINK I m§ J�4-6 ® 3 COMPARTMENT SINK,T&S SPRAY BRACKET,POT RACK,HAND SINKS,MOP I o SINK.FAUCETS.TIME CLOCN,GRAB BARS,LAVATORIES.HAND DRYERS,MIRRORS. p o- �—SALES AREA PAPER TOWEL DISPENSERS,SOAP DISPENSERS,OTHER ACCESSORIES.ETC. -1-L °i 3. REFER TO THE W DRAWING(S)FOR INFORMATION REGARDING THE EQUIPMENT o (10 SEATS) AND EQUIPMENT LAYOUT. RAISED PLATFORM TO CLEAR---" 3 10' OO in - 4. GENERAL CONTRACTOR SHALL INSTALL 2'x8'BLOCKING FOR SANDWICH STATION, VENTS.CUSTOM STORAGE '' ® TOP OF BLOCKING®4'-4'A.F.F.ALSO BLOCKING FOR VOL MONITORS. S.ALL TOILET WALLS AND OFFICE WALLS TO HAVE ALUMINUM FACED FIBERGLASS INSULATION. .2L,_'-9 j ppppn p www y 6.HANDICAP REQUIREMENTS: THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAP REQUIREMENTS R THE TAPPLICABLEFACILITY STATE AND THE AMEBLE DISABILITIES ACT (ADA)AND INSURE THAT THIS MENTS: WILL BE ACCESSIBLE THE FOLLOWING o L_3=2"_ IS A PARTIAL LIST OF REQUIREMENTS: u •ii �,R m 2 AISLES MINIMUM ID AT 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. / ---- / GATE 3. MAX.SLOPE OF 5%OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS, 4'-0" _ 4'-0"SiAT1ON ¢a ICE CAD DY ALL OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP. y N I��•< iI UNDER/PER A \ �� 4. SIDEWALKS WILL BE A MINIMUM OF 4'-0'WIDE. D.D.C. 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT b� t 34'AND 19"ABOVE THE FLOOR ON BOTH SIDES AND TO EXTENDEYOND OF E TOP AND NiLL HAVE AOMTIN BOTTOM OF 1'ft6M CLEAR NONU 8. ALL DOORS THE LATCH . Q �/ (PULL) DEO THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT EXIST. WALKWAY 7. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2-HIGH. p 8, DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36"AND 42 ABOVE THE FLOOR. "1 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. EXIST. PLANTERS EXIST. PLANTERS 7.FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE <pl P INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P.AND CERAMIC TILE. \ .I.� e.GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON to d ELECTRICAL DRAWINGS OR,AT A MINIMUM THE FOLLOWING CONDUITS: Z A. 2 1/2"I.D.FROM 4 x 4 x 3 JUNCTION BOX LOCATED BEHIND OFFICE DESK 0. � - UP WALL TO ROVE CEILING. d ""---------- 8. FROM A HUB IN THE FRONT UNE CHASE UNDER SLAB TO BACK WALL N FLOOR PLAN PROVIDE A 2 1/2"CONDUIT WITH 2--0-SWEEPS AT ENDS.TERMINATE 5 ZZ ABOVE THE CEILING. W F N SCALE: 1/4" = 1'-O" C. 1'I.D.CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP WALL TO d to N .ROVE CEILING.USE 2'-0'SWEEPS AT BOTTOM TO SIDE NEAREST FRAME K WALL IF WINDOW BEHIND PROVIDING CHASE AS To SO NO PARING N BENDS LESS THAN 2'-0"RADIUS. W E O D. 2'x4"ELECTRICAL BOX 6'-0'A.F.F.WITH i'CONDUIT IN WALL TO ROVE p Z CEILING.CENTER 32'x32"x3/4"PLYWOOD BLOCKING IN WALL FOR VOL UNIT. p NOTE THAT THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU(S)AND ITS Z DEDICATED CPU IS 75'-0"AND ONE TELEPHONE JACK IN OFFICE TO BE AN ISDN LINE.NOTIFY DUNKIN'DONUTS IF NOT REGIONALLY AVAILABLE 9.NOTE: 'P.O.S..ALL POWER OUTLETS FOR P.O.S.DEVICES ARE DEDICATED CIRCUITS NTH THIRD WIFE ISOLATED GROUND.AN IG IS AN INSULATED WIRE.SEPARATED FROM ALL OTHER GROUND WIRES,RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER PANEL NEMA STANDARD L5-15R I.G.FOR 3 RECEPTACLE AND PLUG.USE OF IG DUPLEX OR QUADPLEX OUTLETS: J (LE.,HUBBELL IG-5262,IG-5362 OR EQUIVALENT). IVES 698 6260 1O.GC.SHALL NOT PROCEED WITH CONSTRUCTION UNTIL V.D.U.LOCATIONS ARE Q 160'VIEWER GLASS DETERMINED. Q 71.HOT WATER HEATER TO BE THE SELF-VENTING TYPE.RUN VENT TO OUTSIDE WALL W O^ 5" UGHT 12PLANS CALL FOR FIBERGLASS INSULATON IN WALLS.IT CAN BE KRAFT FACED IF MAIL COVERED WITH GYPSUM.OTHERWISE USE FOIL FACED.ALL COUNG INSULATION TO F- G SLOT® BE FOIL FACED. w 2 13.GENERAL CONTRACTOR TO VERIFY SIZE OF REACHIN COOLER(S)BEING USED AND c OFFICE ALLOW SUFFICIENT SPACE U N ONLY E E 1 °N 14.DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. U) 15.THESE PLANS ARE BASED ON MINIMUM AWED DOMECO CORPORATE DESIGN '/V REQUIREMENTS.THE STRUCTURAL DESIGN,FOOTING DESIGN,ADA COMPLIANCE Q v, AND GENERAL BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL L> Z ✓? Z / ADA STATE AND LOCAL CODES. \ KICK 16.IF BOLLARDS ARE REQUIRED,G.C.WILL PROVIDE 6"0 CONCRETE FILLED PIPE AT m a Z PLATE LOCATIONS SHOWN ON STE PLAN. p Z < ALL BOLLARDS PRIMED(1)COAT,PAINTED(2)COATS WHITE.BOLLARDS 3--0- �l ' ABOVE GRADE AND SET IN CONCRETE TO AT LEAST S-O'BELOW GRADE. ' Q`� J A 8 17,OWNER'S MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING �--a q EXISTING HVAC EQUIPMENT AND MODIFYING AS REQUIRED BY NEW HEATING 2 j & NG LOADS.SUBMIT SHOP DRAGS FOR ARCHITECT APPROVAL x BEFORECOOLI WIN coV ORDERING EQUIPMENT OR BEGINNING WORK. N N LL. O DOOR SCHEDULE OJ W MARK SIZE TYPE MATERIAL DOOR FIN. FRAME DETAIL THRESHOLD HARDWARE FRAME FINISH REMARKS LL_ M N0. W x M TNT EXT N0. SET NO. TNT E%T 3-0 x 6'-6'x SOLID CO E ST-21 HOLLOW u-' 1 1}4' .A. BIRCH ST-22 METAL 1/A2 NONE N4 P-30 UNDERCUT 1/2" SHEET C 3'-0"x 6'-8"x SOLID CORE ST-21 HOLLOW r 'p 2 }'3Oax 6'-B' "A" SOLID CORE ST-22 HOLLOW 1/A2 NONE N3 P-30 UNDERCUT 7Fi 3 �B" LAMINA FACTORY METAL 2/A2 NONE N2 P-30 SEE NOTE ELIASON EASY SWING 3/4"DOOR WITH FORMICA PL-28(VOSGES REAR) C BOTH SIDES.SIZE: 35 3/8'x78 1/4'x3/4"FOR 36'x8O'FINISHED OPENING. no- ACK KYDEX KICK PLATES BOTH SIDES. SEE SOURCE INFORMATION FILE :D03072 5 NOTE VERIFY ALL DOOR SWINGS ON FLOOR PLAN DATE:11/20/03 S PROJ. MGR. J.R. w C.M. B. FLANNERY O CEILING MATERIAL SCHEDULE CODE MATERIAL MANUFACTURER PRODUCT NO. - DESCRIPTIONS AC-22 VINYL PANEL ARMSTRONG 870 WHITE KITCHEN SERVICE AREAS + DRIVE-THRU-\ AC-23 CEILING GRID ARMSTRONG WHITE ALL AREAS AC-25 CEIUNG TILE ARMSTRONG 2767 WHITE PUBLIC AREAS �- C-2 ]��) - P-30 PAINT SHERWIN WIWAMS SW 1900 LUMINOUS WHITE GLOSS 4G �r7 i _ 5T-27 FINISH SHERWIN WILLIAMS V84FB2 OVER 5T-22 / O Q. C ST-22 STAIN G.C.TO DETERMINEMATCH PL-28 W I L-P 1- - - LEGEND 04/03 STORAGE-----� — ---- — o0 C-2 c -7 Y W Al MET 2GR8-772A-120-E881 2 X 4 RECESSED FLUOR.W/ACRYLIC LENS (1 I Al W/GE F32TBSPX30(3),4'TB 32w,FLUORESCENT LAMP ___ , r A2-P MET 2GR82U6T8VPT6-120EB87-V b --- I r r 2%2 RECESSED FLUOR.W/PREMIUM PARACUBE Q '-- •i TF-I I - P I P P W/GE F32TB/SPX30/U/6(2),.UBENT TB 32w,FLUORESCENT LAMP O A2-PF MET 2GR82U6TII-T6-12OEB81-V g 2%2 RECESSED FLUOR.W/PREMIUM PARACUBE,W/FLANGE KIT FCS22WU A W/GE F32TB/SPX30/U/6(2).USENT T8 32w,FLUORESCENT LAMP OFFICE - — 3 a --J E — ERVING AREA ®p A3-P MET GR8-232-120-EB81-V warn 6-70' AC-24 C-25 —I 1 X 4 RECESSED FLUOR.W/ACRYUC LENS I� xylN P-JO __-1,-_ C,2 W/GE F32TBSPX30(2).4'TB J2w,FLUORESCENT LAMP LJJ p��M 8-0' -�' r' 2,_O• _ n B HAL H880E-870C ✓ / O �'/g 32W ELECTRONIC FLUOR.DOWNUGHT,(LENS COVER OVER FOOD PREP) O W/GE F32TB%/SPX30/A/4P(1),32.TRIPLE TUBE BIAX FLUOR.LAMP d3ul _ a TTF DD1408K FROSTED HANGING GLASS PENDANT PNS EFG23E28(1), 23w FLUORESCENT W/BALLAST LAMP E0. r" , I C-TRK HAL 2'.4-&8'LENGTHS EO.. ED. 3F I 3 JL652P,L651P,L650P,1901P,L957P,L900P,L908P,L983N. 0 0 I AC 22 C-25 TRACK AND PENDANT ADAPTERS FOR FIXTURE TYPE C5 6'-4 3/4"CFJUNG- q p }f - REPAINT,P-30 �� I —SALES AREA ® D3 GLC OBlSWl24-1205B/Bl-MOUNT 7'-0'CEILING---� EO. ��+I� ----I a I S 24'SURFACE TRACK MOUNT MENU FIXTURE W/SAFETY LENS F7 n Fi Il n(1 REPAINT,P-30 `,R I I // C.2 W/GE F40/30B%/SP%30/RS(1).40w TS BIAX FLUOR.LAMP / I ,jl I HUB AFF-64E-W. ) 49'LH(AOW PROFILE TWIN TUBE FLUOR.%CLEAR POLY LENS Q 7'-10 3/4•CEIUNG I - ( I W/STANDARD DOUBLE=ENDED BI-PIN TYPE LAMP ��77 REPAIN,P-30 - al P _ _ -m -'- N 7' "If - 1 F-0G G COP PM17-LAMP INCLUDED �.� � I4CEIUNG THIS AREA BY C-STORE, EXTERIOR WALL PACK W/175w METAL HALIDE C P nL I- CONTINUE N1 TH DUNKIN'DONUTS "B FROM HERE. S SPEAKERS RADIO SHACK'8"FULL RANGE SPEAKERS K 1'-0• O til AC 22 C-25 �� CENTER'VC'MENUBOARD ON O #40-1272 WITH WHITE ENAMELED GRILL#40-1225 Tom- a FRONT LINE CASH STATIONS i --i-'- O CEILING MOUNTED TELEVISION-VERIFY LOCATION WITH OWNER AND D.D. OC I N3'-2' j I TV CONSTRUCTION MANAGER W SOFFIT .Q Q 0C1. 00 e (i OR 2)TAMP�ADJUSTABLECHEAD EMERGENCY LIGHT,OATH SEALED LIGHT, ___ C5 _ CS C CS --CS C _ _CS 5 X �W' WITH SEALED LEAD CALCIUM BATTERY 'YSY 3 Q --. _.__.__ P@WS WALL SCONCE SLP . 8340-15/908-12 EXTERIOR GRAY WALL LIGHT W/LENS 1. W/GE 50PAR30/H/FL-25-130V(2)LAMP 9 EXIST. WALKWAY FFOORU WIN OW A�BOX W/ X y 'o PROVIDE 6'EXTRA WIRE ® X SUR LPX70RWHDH AC LED EXIT W/BATTERY •pI sm FAN TECH AIR CURTAIN-941-351-2947 a N 9 DRIVE-THRU-MODEL pAS323,REAR DOOR-MODEL#AC4B00 O (A f K tf 3♦ VALUE COMBO&MENU BOARDS Z} O d •CEIUNG HEIC�IT TO MATCH C-STORE CEILING NLIGHT HOOD/FAN-FOR TOASTER OVER SANDVACH STATION IN SOFFIT 2 0] g TF-I GREENHECK SP-115,150 CFM,1690 RPM,1.0 AMP,75 WATT 66 fJ L13 F 1=/1 q- v REFLECTED CEILING PLAN N 2 SCALE: 1/4" = T'-0" 02 o d a z z 3 Q b J a 0 co O LINE OF TRUSSES N J J -^STUD FRAMING TO THREADED RODS O STRUCTURE ABOVE 6 WOOD TRUSS o Li Z U < " 71 ELEV.IS E%ISRNG i :O w LE � aIT ACOUSTIC PANEL •• \ 1 CEILING < Q >, ST-27 2'-0* SUSPENDED CEIUNG y 1 5/16'MAPLE MOULDING ELEC OUTLET FO 2'x B'HEADER _ \ ST-22 U 2'x 8'HEADER ��-G.W.B.WC-23 TV MONITOR T.V.BY OWNER W Z O SCHEDULED FINISH ON m `�'-- UNISTRUT CHANNEL _ J L� SCHEDULED FINISH ON 1/2-GYPSUM BOARD g " �`--1/2'CD%PLYWOOD BEHIND GYP.BD. n N -, 2"x WOOD FRAMING - REFERENCE LINE FOR SOFFITS SUSPENDED CEILING V 1/2"GYPSUM BOARD ¢ ----.- LL o W Ld O n 2"x WOOD FRAMING -'BACK WALL --' ---CROSS-BRACING SUSPENDED CEILING BRACKET AS N J r LL l SCHEDVLED FINISH ON MANUFACTURED BY LUCASEY 6ACM2030 / BRACKET AS MANUFACTURED BY SCHEDULED FINISH ON 1/2'GYPSUM BOARD ELEV.6_10_� LUCASEY#ACM2030`� L_- RECESSED(B) / ,T-7 -__________ - 1/2'GYPSUM BOARD HOLLOW METAL FRAME FIXTURE OVER-� _ SHEET F HOLLOW METAL FRAME I WTH COMPRESSION WORK AREAS / 1 5/16"MAPLE MOULDING USPENDED CEIUNG7 WITHCOMPRESSION -'-'-'- ANCHOR AND ADJUST- �� (TYP.) -J ANCHOR AND ADJUST- -/ MENT SCREW .� __-_-3__2__. _ �`_.__ G.W.B. P-'30 �J 5 5/8' S 5/e' -- ADDED 3/4'END FlNISH PANEL BElORE NSTAUATION N WITH ONNER OR HEAD JAMB MENT SCREW OR HEAD JAMB JAMB�'�_ ! TENNIS WHITE • c 7 5/8' 7 5/e' DISPLAY CASE CASEWORK DETAIL 2 DETAIL 3 DETAIL 4 BACK BAR SOFFIT DETAIL 5 MOUNTING DETAIL FOR T.V. FILE :D03072 c DATE:11/20/03 A2 SCALE: 3/4"=T'-0" A2 SCALE: 3/4"=1'-0" A2 SCALE: 3/4"=T'-0" A2 SCALE: 3/4"=1'-0" A2 SCALE: 3/4"=1'-0" PROD. MGR. J.R. w OPTIONAL C.M. B. F�ANNERY F, FADunkin_m++;m_yoom _o.—e_m#dwg,Model,!_/200,oAM,Adam LaChancl Arch nm.#_k!w 0 q 2 0 m / > / \ l A I < O §� . 2 x t r 7 it m r « D \ 2 F, . Lai e . > 0 > . I E a /\ . . r ) CC) m > [ & m \ m a p . mr ^ > . . r q! \) >0IF . mm 4 P � � » § -0 § § _ \ ; � ; > m m m & ƒ 0 § ) ) k § \ J . � ; , � / � / § } / 2 ) § > $ . } ) m { I ■ � � . . ; = n _ _■ / e ! = s m \ ! $ ¢ f �j a§\,� . k / c \§ \5 \ ! § § \ \ 2 \ § \« § /\k ;>c,2 ) } § k \ 2�§} . §; §47m �! . �&2 [ 722 JOB LOCATION: R�1Ns .o . ' 0 m H YkN N|S, Q& © DESCRIPTION e »e #� $ 0 9 \ _ / ma +�> STREET <.. _ ,�ANEW D ) \/j FLOOR TILE PLAN; . \�, P.O. 1 « _e ��m— m ) ° �� DETAIL; SCHEDULE . z77 , 2(a 2g ( QSR ey No tom/ PATCH AND REPAIR EXISTING _;---' _--- WALL AS REQUIRED BEFORE -- - -- ---- ` APPLYING NEW FINISHES WALL COVERING -_—_-- NEW INTERNALLY ILLUMINATED— WC-23 0 �jt IN-LINE SIGN BY DUNKIN'DONUTS POPLAR CHAIR RAIL - y rj SIGN MANUFACTURER,WITH 12" ST-21 cL LETTERS.AREA.15 SO.FT. ST-22 Q t' SEE CHAIR RAIL DETAIL N �. PLASTIC LAMINATE -.._.__. I� Gin TILE COVE BASE___-_._ II 8-21 I F1 TYP. SALES WALL DETAIL Q N _ SCALE: 3/4"=1'-0" � o C-STORE NEW PROPOSED —, SIGNAGE C—STORE SIGNAGE ILL�N KIN' �f mad OGNNU BY TS SIKIN' TOP;FGN ACT FIR RAIL MANUFACTURER,PER o I - ..1 __ ZONING/DO OWNER D o F 1/2"C.W.B. n.3N __ _il_l- ❑_ l /C-STORE OWNER • I — � 8/4x6(1�x--� l 515)POPLAR --- -I r CHAIR RAIL NTH 1"I 1 CHAMFERS 0 . -- - STAIN ST-22 L_ _ _ AND CLEAR COAT WALL___--___......:.__-.___.._.... CHAIR RAIL DETAIL a EXTERIOR ELEVATION SCALE: 3"=1'-O" SCALE: 1/4" = 1'-O" F n Y g v 6 ; PROVIDE DUPLEX RECEPTACLE IN SOFFIT FOR VALUE COMBO BOARD 'v TYPICAL DIMENSION MAY �—VARY PER A2;HOLD 2'-5" 9"27 1/2" q'_9" 27 1/2'"1_ 27 1/2" 27 1/2" 5'-3" --VDU ON THIS WALL. M / AND 1'-0"BORDER Si-22 T�T2T - - 112 -_- 12 12 VERIFYWTH OWNER.TI� o P-34 OR P-34 OR ` �' Q WC-25 ALT. WC-24 4'-6" i WC-25 ALT. /-CENTER ON GLAZING j -- WC-23 cn Z IG I fi Y\ J J J J W Z W r i - MB A25m VC MB MB MB0 In MONOPOINT PENDANT � --' FRP-22-� (n N I 1 UGHT FIXTURE(C5). -._ __._. _..___.-._. _ / s O SEE REFLECTED -- ------ w —1 —6"LAP 6"LAP--- 1 M9 M_17 Mao M13 W F v1 CEILING PLAN FOR v I FRP-22 P-30 FRP-22 I M4 ® DUNK. M eK 10 SPECIFICATIONS AND O I.C.DISP. 1'r — 1 1 -1 T$TR, r 0, O w�y� 1 MAIN POS GROUP I U tl1 WC-23 MOUNTNGLOCATION. WC-23 ,., WO, nnnnl L----� 1 Ro Jr+�CRD n �� ROOM FINISH SCHEDULE Na Q V O Z U h 1 I PRNT.� rWARMER� I I ROOM NAME FLOOR BASE WALL CEILING NOTES O Z I - OMIT WALL COVERING - I \; — ®� CODE CODE CODE CODE - r RAIL CHAIR RAIL v F UI m BEHIND CASE TO UNE 1 ��' O /- r ICE A19 A27 A23 SALES AREA 1-25 T-21 B-21 823 • AC-25 •SEE INTERIOR ELEVATIONS 'gyp < :R A30 A28 i A1.2 2 SEE EQUIPMENT SHEETS 1 Z (CADDY m m m I I " '� DRIVE TMRU T-22 8-22 F P-22 AC-22 L FOR SEAT AND TABLE n 'e 1 m SERVING AREA T-22 8-22 FRP-22 AC-22 00 I�' SPECIFICATIONS.SEE 1 1 OFFICE T-22 8-22 P-30 P-30 I SHEET Al FOR I B-22 -SUCERS' STORAGE T-22 8-22 FRP-22 AC-22 �_LiV 1 LOCATION OF SEATING. Eff _1_..1 � �'-----UNE OF CASEWORK--- I' P1-21 B-21 -PL-21 B-21 OMIT TILE BASE BEHIND DISPLAY CASE WALL FINISH MATERIAL SCHEDULE SALES ELEVATION (TYP.) SEATING ELEVATION (TYP.1 BACK BAR ELEVATION C21 MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION V' O - TILE COVE BASE KE B OPE OD5052 SERIES: JAPURA L C SCALE: 1/4" = 1'-0" SCALE: 1/4 1'-O" SCALE: 1/4" = 1'-0" 6"X12"UNPOUSHED DARN Q O O B-22 TILE COVE BASE METROPOUTAN 507 507 USE WITH T-22 TILES PURITAN GRAY W 9 B-23 TILE STRAIGHT BASE KEOPE DD5050 SERIES: JAPURA W O USE®KICKPLATE 6"x 12"UNPOUSHED DARK I— Z Q FRP-22 FIBERGLASS MARLITE P-100 WHITE ALT.KEMLITE-85 WHITE 0 > > P= '/� �I RP-2ZA REINFORCED • KEMUTE 85 WHITE ALT.MARLITE-P-100 WHITE < y/w POLYESTER PANELS O Z W W x 2"5.5.ANGLE CORNER GUARD G.C.TO INSTALL 1/2"PLYWOOD INSTEAD • NOTE IF FRIALATORS OVENS USE CLASS"A"MATERIAL W LONG.TYP.ALL OUTSIDE CORNERS OF GYPSUM BOARD AT POT SINK (� _ MP-25 METAL PANEL CITADEL PANEL 15 SHERWIN WILUAMS PMS 222C O W W ROYAL PLUM COLOR Q �/ N W 4'-0" 3'-0" ,FRP-22 P-29 PAINT SHERWIN WIWAMS SW 1087 WINDRIFT BEIGE-PUBLIC WALLS v 1..1_. C) T P-30 PAINT SHERW7N WILLIAMS SW 1900 LUMINOUS WHITE GLOSS Z O O 2 POT RACK r T , P-30 P-34 PAINT SHERWIN W1U3AMS SW 1567 NAPA GRAPE N Q O PAPER �__ '— N LL N L� TOWELS 1 STRIPE AT TOP OF PUBLIC AREA WALLS W W Co SOAP/ ADWSTABLE_I? ___ I 1 P-30 J PL-21 PLASTIC LAMINATE 0 MICA#8 1 -58 "RASBERRY VINAIGRETTE' MATTE FINISH(WAINSCOT) W — SHELVES— ? r S / o U_ FL-28 PLASTIC LAMINATE FORMICA y11 VOSGES PEAR" .MATTE FlNISM HALF WALL �/ / 1 PL-35 PLASTIC LAMINATE A - "DOESKIN MATTE FINISH HALF WALL x `^ I — FINISH SHERWIN WILUAMS V84F82 OVER ST-22 HAND t \ ST-22 STAIN G.C.TO DETERMINE MATCH PL-28 COLOR CHAIR RAIL,TRIM&DOORS GSINK POT$INK r _I \ SHEET _ _J WC-23 WALL COVERING SURFACE MATERIALS LIOW21 FRENCH VANILLA 3 WC-24 WALL COVERING RIGHTER GROUP D0200 Z�(� k 8-22 B-22 DECORATIVECOFFEE WALL ON WALLPAPER SRAREA WC-25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER- MATCHES OD200&OD100 SALES AREA BELOW COUNG STORAGE ELEVATION (TYP.) OFFICE ELEVAT. (TYP.) (ALTERNATE TO P-34) WC-26 WALL COVERING RIGHTER GROUP DDiDD MATCHES DD200&025429A FILE .D03072 c SCALE: 1/4" = 1'-O" SCALE: 1/4" i'-0" BUT WITHOUT COFFEE CUP ICON = .� ALTERNATE TO LiBW21 DATE:11/20/03 PROJ. MGR. J.R. C.M. B. FLANNERY �I czD9 �e_ lJ DRIVE—THRU + O = 0 0 0 • 2 2 1.5 21 20 3 20 3 30 pV 1 07 'FILLER STORAGE--------.------- 0 UNDER UNDER IOTA 800 120A 6 20D P \12'FILTER LINOF 2018 00 o]) IJ OFFICE No I" _ zo o,A —SERVING AREA (1 nZ° o PER D.D.C.M 11 x u �J .N � CJ omQM CEILING HEIGHTS a3N O AREA NAME HEIGHTS -tl SALES AREA u - m SERVING AREA O m DRIVE-THRU ® STORAGEOFFIC • _/� BACK BAR SOFFITSFFT p •a" 0 ; --SALES AREA °IM TTYTCCSF SOFFIT IIT CEILING HEIGHT vU M 1,PO11 TERMINAL INFORMATION: //p O ® o(�11 I. o o -tt IP AC INTERDUPLEXI OUTLETS 1`0 'I - O 2.RECEIPT PRINTER INFORMATION: 0 oo SHARED WITH�TERM OUTLETS OUTLETS WIRED DIRECTLY TO TERMINALS ^ OO 00 0 3.REMOTE PRINTER INFORMATION: 110V AC DUPLEX OUTLETS WI L _ JTO TERINALS VA RJ-45 -BOX IN FRONT CABLE CHASE gg 7'-6' a ! 4 VDU OV INFORMATION: DUPLEX OUTLETS 4'-0_ 90 101P 3$ a MOUNTING: WALL.CEILING,OR. it PEDESTAL q -IOIC 1 S. OFFICE AREA INFORMATION: 70V AC OUADPLEX OUTLETS •CSC 1010 E S 3 0 -1 MODEM LINE REWIRED FOR —__- a SUPPORT -2ND MODEM LINE OPTIONAL FOR �/ �/ CREDIT CARD PROCESSING u EXIST. WALK WAY 6.NETWORK HUB INFORMATION: Cd -110V AC DUPLEX OUTLETS r _ -LOCATED IN FRONT COUNTER M CABLE CHASE-CONNECTS TO TERMINALS,VDU'S, p Ell - BACK OFFICE COMPUTER SYSTEM 0 ,e -ORDER INFORMATION ROUTED TO C HUB.THEN TO VDU'S&OFFICE fn EQUIPMENT PLAN m r! SCALE: 1/4" = 1'-0" POS NOTE: Ll.l O N GENERAL CONTRACTOR TO PROVIDE FOR P.O.S.SYSTEM AS SHOWN ON ELECTRICAL DRAWINGS tL rn N OR,AT MINIMUM THE FOLLOWING CONDUITS: o A)2 1/2'I.D.FROM 4.4.3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO U J A BOVE CEILING. Q )2 I/2'I.D.CONDUIT WITH 2'-0-SWEEPS AT ENDS FROM A HUB LOCATED IN THE FRONT c Z UNE CHASE UNDER SLAB TO THE BACK WALL.TERMINATE ABOVE CEILING.C)1'I.D.CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE,WALL TO ABOVE p . D)2N a°ELECTRICAL BOX 6'-0"A.F.F.WITH 1"CONDUIT IN WALL TO ABOVE CEILING.CENTER Z 32'x32%3/4'PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT. THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT o LINE CHASE IS 75'-0'.THE CONNECTION THEN GOES TO THE OFFICE.G.C.TO PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE.NOTIFY DUNKIN'DONUTS IF ISDN SERVICE IS NOT W REGIONALLY AVAILABLE. 3 TJ PROVIDE DUPLEX RECEPTACLE IN W NSOFFIT FOR VALUE COMBO BOARD J 0 9"27 1/2" q'_9•_ 271/2" 27 1/2" 27 1/2° __5'-3__ �'-ywERIFYN THIS LOCAl10NLL CODE MATERIAL WALL MAF�I FINISH MATERIAL ucT SCHEDULE DESCRIPTION ST_22 12' 12" 12"'' 12' WITH OWNER, 8-21 TILE COVE BASE KEOPE DD5052 SERIES: JAPURA C w �+ 6 X12"UNPOLISHED DARK L w 4 / 8-22 TILE COVE BASE METROPOLITAN 507 507 USE WITH T-22 TILES PURITAN GRAY N N �I ��t 1� / 8-23 TILE STRAIGHT BASE KEOPE OD5050 SERIES: JAPURA Q J 1 I I WC- USE 0 KICKPLATE 8 x 12'UNPOLISHED DARN F MB A25m VC MB MB MB '^ el FRP-22 >7 J -� —1 —1 ' FRP—zz FIBERGLASS MARLITE P-100 WHITE ALT.KEMLITE-85 WHITE p Z c l 6"I LAP 6'LAP M9 M1o7a a 11 M14 3 FRP-22A REINFORCED • KEMUIE 65 WHITE ALT.MARUTE-P-100 WHITE ^ DUNK. POLYESTER PANELS m Z a cY Ij RP-22 -30 FRP-22 I -I M42(- M36 FRP-22 O' I..- I.C.DISP, 1 r - 1 • NOTE: IF FRIALATORS OVENS USE CLASS'A'MATERIAL. MAIN POS GROUP I �. n Z o nnnn I J RO R I ( MP-25 METAL PANEL CITADEL PANEL 15 SMERWN WILLIAMS PMS 222C 'O S' OMIT WALL COVERING — 1 PRNT, T WARMER p LL I ' ROYAL PLUM COLOR G; Tn _`1 BEHIND CAS E TO LINE I— P-29 PAINT SHERWIN WILLIAMSSW 1087 WINORIFT BEIGE-PUBLIC WALLS if N r ICE A19 A21 A23 I ry A®0 1 A2B A72 ^ '`l p (CADDY m O7 m-T� � �� N ^ °8 B P-30 PAINT SHERWiN WILLIAMS SW 1900 LUMINOUS WHITE GLOSS O - I 1 a ( P-4 PAINTSHERWIN WILLIAMS SW I567 NAPA GRAPE 99 1 STRIPE AT TOP OF PUBLIC AREA WALLS W S-22 -SLICERS /y o --LINE OF CASEWORK- PL-21 PLASTIC LAMINATE FO MI A 5913- "RASSERRY VINAIGRETTE" MATTE FINISH(WAINSCOT) `•/ Q OMIT TILE BASE BEHIND DISPLAY CASE - PL-28 PLASTIC LAMINATE I A VOSGES PEAR MATTE FINISH HALF WALL W W PL-35 PLASTIC LAMINATE DOESKIN MATTE FINISH HALF WALL FBACK BAR ELEVATION ST-2, WATER WHITE VARNISH SHERW N W WAMS VW82 OVER ST-22 SHEET ST-22 WATER WHITE VARNISH ZAR i6-CHERRY CHAIR RAIL,TRIM&DOORS SCALE: i/4" = t'-0 WC-23 WALL COVERING SURFACE MATERIALS FRENCH VANILLA WC-24 WALL COVERING RIGHTER CROUP DD20O DD200 COFFEE CUP ICON WALLPAPER IOU\ a DECORATIVE WALL ON SALES AREA o WC-25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER- MATCHES OD200&DD100 SALES AREA BELOW CEIUNG FILE :DO3072 (ALTERNATE TO P-34) WC-26 WALL COVERING RIGHTER GROUP DD100 MATCHES 00200&025429A DATE:11/20/03 BUT WITHOUT COFFEE WP ICON PROD. MGR. J.R. ALTERNATE TO LlOW21 C.M. B. FLANNERY ' 4 n FADunkin Donuts\Drawing Files\D03's\DO3072-Hyannis;MA\Jimd-11-25-03\D03072K2.dwg,Model,12/02/2003 08:25:50 AM,Adam LaChance,Arch D(24 x 36 Inches),1:48 FIXTURING AND EQUIPMENT SCHEDULE 03/30/03 EQUIPMENT PLUMBINGI ELECTRICAL GAS ITEM OTY DESCRIPTION MANUFACTURER MODEL NO, N.S.F WATER WASTE LOAD CURT-BOX REMARKS sPEciFlcnnDNs HW. CW. DIR. IND. VOLT AMPS HASE H.P. SZE BTU EXH 70 N/A 36 BASKET DONUT DISPLAY CASE(6 WIDE) CUSTOM PER PLAN 70.1 N/A 30 BASKET DONUT DISPLAY CASE(5 WIDE) CUSTOM PER PLAN 70.2 1 24 BASKET DONUT DISPLAY CASE(4 WIDE) CUSTOM PER PLAN 70.3 1 18 BASKET DONUT DISPLAY CASE(3 WIDE) CUSTOM PER PLAN - 70.4 N/A 42 BASKET DONUT DISPLAY CASE(7 WIDE) CUSTOM PER PLAN 80 N/A 12 BASKET BAGEL DISPLAY CASE(3 WIDE) CUSTOM PER PLAN 120 1 80.1 1 6 BASKET BAGEL DISPLAY CASE(2 WIDE) CUSTOM PER PLAN 120 1 80 NY N/A 12 BASKET BAGEL DISPLAY CASE(2 WIDE) CUSTOM PER PLAN 120 1 90.1 N/A FRONT LINE P.O.S.36-WIDE CUSTOM PER PLAN 91.1 1 FRONT LINE P.O.S.68'WIDE CUSTOM PER PLAN 92.1 N/A FRONT LINE P-O.S 96"WIDE CUSTOM PER PLAN 93.1 N/A FRONT LINE P.O.S.10--24-WIDE CUSTOM PER PLAN 95 N/A FRONT LINE BEVERAGE STATION CUSTOM PER PLAN 95.1 1 BACK LINE OPEN SHELVING CUSTOM PER PLAN 96 1 ESPRESSO SCHAERER AMBIENTE 15 SO DUO PS 3/8'1' 208/230 1 NEMA L6-3OR RECEPTACLE 97 N/A COFFEE SERVICE STATION-FRONT LINE-FILLER CUSTOM VARIES 18'-36'PER PLAN 101 N/A COFFEE SERVICE STATION-FRONT LINE CUSTOM 4'-6'W 3/4' 120 1 ALL ELEC.&WATER SUPPLY AS PER EQUIP.ON STATION 102 2 COFFEE SERVICE STATION-FRONT LINE CUSTOM 6'-0"W 3/4' 120 1 ALL ELEC.&WATER SUPPLY AS PER EQUIP.ON STATION 103 N/A COFFEE SERVICE STATION-FRONT LINE CUSTOM 6'-6"W 3/4" 120 1 ALL ELEC.&WATER SUPPLY AS PER EQUIP.ON STATION 104 N/A COFFEE SERVICE STATION-FRONT LINE CUSTOM 7'-6"W 3/4" 120 1 ALL ELEC.&WATER SUPPLY AS PER EQUIP.ON STATION IDS N/A COFFEE SERVICE STATION-FRONT LINE CUSTOM 5'-0'W 3/4" 120 1 ALL ELEC.&WATER SUPPLY AS PER EQUIP.ON STATION 101A 1 SOFT HEAT SERVER STAND-DUAL BUNN 27875.0000 4 120 1 101AA 1 SOFT HEAT SERVER STAND-SINGLE BUNN 27825.0000 4 1 120 1 IOIC 3 SURE SHOT DAIRY DISPENSER AC DISPENSING AC320PC 720 4 I 101D 3 SURE SHOT SUGAR DISPENSER AC DISPENSING AC6EPC 1 120 4 1 101P 2 SPACE SAVER COFFEE BREWER(TWIN) BUNN-O-MATIC CWT-TWIN 23400.004 3/8' 120/240 27.7 1 101PP N/A SPACE SAVER COFFEE BREWER(SINGLE) BUNN-O-MATIC CWT-SINGLE 12950.0156 1/4" 120/240 19 1 101Q 2 DUAL GRINDER-FOR CWT BREW(REG..DECAF&CAGE) BUNN G92HDDD 24250.0004 6 120 9.4 1 3/4 107A 1 DUNKACCINO BUNN 29250.0003 18 3/8" 120/240 15.81 t L14-20R; 4 WIRE ATTACHED CORDSET 110 1 COOLATTA MACHINE TAYLOR 342 6/1 208/230 25 1 (2)208/230 CIRCUITS FOR EACH MACHINE III N/A COOLATTA MACHINE TAYLOR 340 7 208/230 20 1 NEMA 5-20R DUPLEX RECEPTACLE O 48"A.F.F. 112 N/A COOLATTA MACHINE TAYLOR 430 6 120 1 NEMA 5-20R DUPLEX RECEPTACLE O 48"AF.F. 115 N/A COOLATTA FRONTLINE ENCLOSURE CUSTOM PER PLAN 5 N/A BACKUNE FILLER CUSTOM PER PLAN 6 1 BACKLINE SHELVING CUSTOM PER PLAN 7 1 BACKLINE SHELVING CUSTOM PER PLAN 120 N/A HIGH VOLUME BREWING STATION CUSTOM 60'W x 36'D 121 1 HIGH VOLUME BREWING STATION CUSTOM 30'W x 36"D 120A 1 SOFT HEAT HIGH VOL COFFEE BREWER BUNN 33500.0003 4 1/4' 120/208 39.61 1 E.0 SUPPUES CORD AND RECEPTACLE 120D 1 DUAL GRINDER-FOR SOFT HEAT BREWER BUNN G9-2HD TALL 33700.004 8 120 9.4 1 3/4 120F 4 UNDERCOUNTER REFRIGERATOR DELFIELD 406CA 7 140 N/A OPEN SHELF STAGING AREA CUSTOM PER PLAN 140.1 N/A CUP DISPENSER STATION (FOR DUNKACCINO) CUSTOM PER PLAN 150.1 N/A D.T.STATION FOR SODA&DUNKACCINO CUSTOM PER PLAN 170 1 P.O.S.STATION(DRIVE THRU&WALL) CUSTOM PER PLAN 180 1 COFFEE SERVICE STA-DRIVE-THRU CUSTOM 54'W x 38"D 1 1 3/4" 120 1 181 N/A COFFEE SERVICE STA-DRIVE-THRU CUSTOM 72'W x 38'D 1 1 3/4' 120 1 182 N/A COFFEE SERVICE STA-DRIVE-THRU CUSTOM 84"W x 38'D 1 13/4" 120 1 183 N/A COFFEE SERVICE STA-DRIVE-THRU CUSTOM 102'W x 38'D 1 13/4" 120 1 200 1 ICE COFFEE BREWING STATION CUSTOM PER PLAN 200A 1 ICED COFFEE BREWER-HIGH VOLUME BUNN IC3DO 24450.0000 351 1/4' 120/20B 19.65 1 1/2 E.0 SUPPLIES CORD AND RECEPTACLE 201 2 ICE COFFEE DISPENSING/BREWING STATION CUSTOM PER PLAN 201A 2 ICE CADDY CAMBRO IC SIOOL 2018 6 DISPENSER FOR ICED COFFEE BREWER BUNN-TD4 TALL W/2 LIDS-03250.0011 4D I HAND SINK DELFIELD V-6"WIDE 3/4'3/4"2' 210C I BAGEL TOASTER HOLMAN BF700 208 1 NEMA 6-20R RECEPTACLE O S-10"A.F.F IN CHASE WALL. 210D 2 BAGEL CROISSANT SLICER PRINCE CASTLE 970-DD 210E 2 MICROWAVE OVEN SHARP R-23GT 230/208 1 NEMA 6-20R RECEPTACLE O S-10'A.F.F IN CHASE WALL 210C 1 HEATED HOLDING UNIT PRINCE CASTLE DHB-DD 120 1 12.91 1 NEMA 6-2GR RECEPTACLE O S-10'A.F.F IN CHASE WALL 230 1 32"CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-32 2 120 1 NEMA 5-15R DUPLEX RECEPTACLE O 12"A.F.F. 231 1 27'CUSTOM BREAKFAST WORKSTATION DELFIELD DDBWS-27 2 120 1 NEMA 5-ISR DUPLEX RECEPTACLE O 12"A.F.F. 232A 2 BREAKFAST WORKSTATION TOP SHELF METRO 2436FS 2328 1 BREAKFAST WORKSTATION MIDDLE SHELVES METRO 2436NS 232C 4 BREAKFAST WORKSTATION POSTS METRO 33PS 232D 1 BREAKFAST WORKSTATION CUSTOM PAN SLIDE METRO DD0481 233 N/A JOVERSHELF FOR MICROWAVE,RETHERM &TOASTER 5'STATION ONLY 40L x 20D 234 11 JOVERSHELF FOR MICROWAVE,RETHERM &TOASTER 7'STATION ONLY 30L x 20D 235 11 JOVERSHELF FOR MICROWAVE,RETHERM &TOASTER 7'STATION ONLY - 36L x 20D 236 11 1 OVERSHELF FOR MICROWAVE,RETHERM &TOASTER 5'&7'STATION 181.x 20D 250.1 1 HAND-OFF STATION W/UCR CUSTOM PER PLAN 251 1 N/A I GATE W/SHELF TOP CUSTOM PER PLAN 270 N/A SELF SERVE CONDIMENT STATION CUSTOM PER PLAN 290 1 END PANEL AND GATE CUSTOM PER PLAN 402 N/A EMPLOYEE LOCKER LYON 5829 403 N/A COAT RACK 404 N/A LOCKABLE COMPUTER CABINET LUXOR CSC-58 405 N/A TRAINING MODULE 420A 1 60'x 24'SHELVING UNITS LYON 420E 1 48'x 24"SHELVING UNITS LYON 420C 4 36"x 24'SHELVING UNITS LYON 420D N/A 24"x 24"SHELVING UNITS LYON 421A N/A 60"x 18'SHELVING UNITS LYON 421E 2 48'x 18'SHELVING UNITS LYON 421C N/A 36"x 18'SHELVING UNITS LYON 421D N/A 24 x 18-SHELVING UNITS - LYON 425 I THREE COMPARTMENT POT SINK CUSTOM PER PLAN 3/4'3/4'2" 425F 2 36"x 14"SS.WIRE WALL SHELF METRO 1436NS 426G 4 14'S.S.WALL MOUNT BRACKET METRO IWDI4S 48D N/A WALK-IN COMBINATION FREEZER/ NORLAKE PER WALK-IN ORDER FORM NOTE: SEE CUT SHEETS FOR FREEZER/COOLER SINCE SIZE AND COOLER WITH SHELVES LOCATION WILL DICTATE ELECTRICAL LOADS. 482 1 REFRIGERATOR 27 1/2"x 34 7/8' NORLAKE NR211 (SINGLE) 1 115 1 1/4 493 I ICE MACHINE 225 LBS./24 HRS.-W/150 LB ICE BIN MANITOWIC QY-0284A SEE SPEC SHEET FOR HOOKUPS,VERIFY ICE BIN SIZE W/OWNER Soo N/A MIXER-140 QUART HOBART V-1401 190 2DO/230 14.4 3 5 INEMA 5-30 RECEPTACLE O 36'A.F.F. 501 N/A FLOOR SCALE DETECTO 4570 510 N/A MALATOR W/BUILT-N MOR-0 RLnA(2 iAWATDR WraN&) PITCO 24R-UFMDD 4 115 7.5 1 1/4 NEMA 5-20R DUPLEX RECEPTACLE O 24'A.F.F 1/2" 72 K 511 N/A DONUT MACHINE BELSHAW TYPE"a" C2 JOPTIONAL W/ELECTRIC MOTOR(115v.) 512 N/A GLAZER-SEMI-AUTOMATED BELSHAW HG24-EZ/DD 2 520 N/A EOD PROOFER BAXTER PC151-M38 907 1/2"1/2" I. a 520D N/A EQD WATER FILTER-EOD-QC71 EVERPURE MODEL 9272-41 3/8' 522 N/A EDO PROOFING RACK SERVOLIFT EASTERN AA67-17-3.25 522B N/A TRANSPORT RACK SERVOLIFT EASTERN 96-0146 523 N/A EOD WATER CHILLER-MODEL SC-34OA04 MULTIPLEX SS901130 18 1/2'3/4' 230 6 1 NEMA 5-15R 524 N/A EOD WATER.METER BAXTER SP6OOM3 1/2'1/2' 120 1 1 NEMA 5 15R 530 N/A CONVECTION OVEN BLODGETT DFG-100-DD 115 6 1 1/3 3/4' 55 K 531 N/A BAGEL OVEN (ELECT.) GEMINI OC-12-DD 511 3/8- 208/240 29.2 3 NEMA 15-50R RECEPTACLE O 48-A.F.F.,240V-33.7 AMPS 531A N/A WATER FILTER FOR BAGEL OVEN BUNN-O-MATIC ED-12TL 42 533 N/A BAXTER RACK OVEN-GAS BAXTER ADVANTAGE 18 3/4- 3/8" 200/240 3 1.5 1- 175K 532A N/A 12 TIER OVEN RACK BAXTER CT613H-M5G-A-R2-X 532E N/A 15 TIER OVEN RACK BAXTER CT603H-M40-A-R2-X 532C N/A COMBO OVEN RACK BAXTER A2312-50-R2-X 540 N/A MAPLE CUTTING TOP JOHN BOOS CUSTOM 543 N/A MOBILE BAKERY PAN RACK SERVOLIFT EASTERN 96-0145 550 N/A AUTOMATIC SHEETER/CUTTER-144' RONDO SS0685C 1 220 3.6 3 1 NEMA 15-20R RECEPTACLE ON DROP CORD TO 78'A.F.F. 551 N/A AUTOMATIC SHEETER/CUTTER-155 1/2" RONDO SS0687C 1 220 3.6 3 1 NEMA 15-20R RECEPTACLE ON DROP CORD TO 78'A.F.F. XX N/A FINISHING TABLE CUSTOM - PER PLAN 561 N/A FINISH PRODUCT RACK SERVOLIFT EASTERN WA70-13-5 561A N/A ADJUSTABLE TRANSPORTATION FINISH PROD RACK SERVOUFT EASTERN 96-450 563 N/A POWER BASE EDHARD P-4010 120 1 NEMA 5-20R DUPLEX RECEPTACLE O 56'A.F.F. 565 N/A SPICE CART SERVOLIFT EASTERN DD4360 566 N/A INGREDIENT BIN CAMBRO IB27 567 N/A SUGARING BIN NORMANDIE 600 600 10 CHAIR WAYMAR C-317-WS 610 4 TABLE(RECTANGULAR) 2 SEATER 20'x 24" WAYMAR V➢-0125-2424-4R-02 - USE 620A IF CORE DRILLED. 620 1 TABLETOP FOR HANDICAP ACCESS 20'x 33" WAYMAR VP-0125-2442-4R-G2 IF BASEMENT.USE 610E&6208 BASES. 630 N/A TABLE(ROUND) 4 SEATER WAYMAR 32'DIA 655 N/A SIT DOWN/STAND UP COUNTER W/PEDESTALS CUSTOM PER PLAN 660.1 1 TRAY/TRASH STAND CUSTOM 20 1/4"W X 20 1/4-D X 43- - 661.1 N/A TRAY/TRASH STAND CUSTOM 4'-0"W 673 1 COFFEE BY THE POUND FLOOR DISPLAY CUSTOM 4'-0"FRONT UNE 674 N/A COFFEE BY THE POUND FLOOR DISPLAY CUSTOM 5'-0"FRONT LINE - 675 N/A COFFEE BY THE POUND FLOOR DISPLAY CUSTOM 6'-0'FRONT LINE 676 N/A COFFEE BY THE POUND FLOOR DISPLAY CUSTOM 6'-0"WALL 680 1 FREESTANDING QUEING SYSTEM LAWRENCE 503 N/A D 1¢NU vANELs PACIG 'A' POSTERLOD HDT-- 4WD BEVERAGES,-m sAHDWlntm WAIVES,DM( . VAWE aaMBD BOAAD 804 1 4 E PANELS vAQtADE- POSTERL04D HITI BMA -BEVERACM DW4n5/BAIURY,SANDWI4¢5/9A¢ 805 N/A 2 I&21U PANELS P-A.'C' POSTERLOID - HOT I/IX BEV.,WANDHY/SANDWQffS,VALUE COKED BOARD EX-EXISTING 1 NOTES 1. EQUIPMENT SUPPUER TO PLACE ALL NEW EQUIPMENT. N/A-NOT APPLICABLE 2. GENERAL CONTRACTOR TO PLACE ALL EXISTING EQUIPMENT. 3. GENERAL CONTRACTOR TO MAKE ALL MECHANICAL.PLUMBING, -PROVIDE SHELVING FOR REFRIGERATOR AND FREEZER,PER AND ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT. HEALTH DEPARTMENT REQUIREMENTS 0 -0 D1 � JOB LOCATION: REVISIONS `o m m HYANNIS MA N0. DESCRIPTION BY DATE �Ep Gh NEW �(� (i/�� /1 (� (7D o o�aaoa� m INITIAL ISSUE JMD 71/20/03 y o f`fnu\fl \ti�fJp,�lJl I'JnV\Jf((�ciJ (/!�\�I'JnV`JI 3 o �7 747& 749 NORTH STREET ,7' s• T7 L)\ "4 ` z o o EQUIPMENT SCHEDULE �W P.O.BOX STABLE, MA 02668 m w ,,,�°� � ��508-362-9724 I(� 0SR o a O 0 E 9 DRIVE-THRU A A13 L_ PYLON AND EXTERIOR SIGNS ❑z Y' _A17 7 G SEE P.O.S ,-SEE P.O,S. ZT P.0.5. Q Q - NOTE"C" 1 NOTE'C" NOTE'b' Ii (3 CONSULT OWNER FOR LOCATION AND SIZE OF PYLON SIGN 6 g 4C S REQUIRED:CONNECT TO A35,SUPPLY ALL WIRE,BOXES. AND CONDUITS REgU1RED.CONNECT EXTERIOR SICK$TO l�rq�1,.11� e VERIFY A31.CONNECT MENU BOARD TO GRCUIT A33. @`I I p I VERIFY LOCATION WITH OWNER. � STORAGE---- ---- -. --- -` I PoW., ,IF 1-7' ELECTRICAL PLAN KEYNOTES _'B I - E] EXTERIOR LIGHTS,PHOTOCELL-ON.TIME CLOCK OFF. ----------- -EC 1 (- E- r- 7F_ I - I POWER FOR EXTERIOR SIGNAGE. REFER TO i (� o I p P _- ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. SEE -D' A OFFICE- ---- a ^�3 a -J - I ,�-�ERVING AREA LEGEND `��--- F- -t Al MET 2GRe-33zA-1zo-®8I mm� i 2 X 4 RECESSED FLUOR.W/ACRYLIC LENS O .p W/GE F32TBSPX30(3).4'TB 32w,FLUORESCENT LAMP a3N A2-P MET 2Gi82U6T8VPT6-120EB81-V 2%2 RECESSED FLUOR.W/PREMIUM PARACUBE W/GE F32TB/SPX30/U/6(2).UBENT T8 32w,FLUORESCENT LAMP EO. \ w - / r -� A2-PF MET 2GR82U6T8VPT6-120EB81-V 1 i 2 X 2 RECESSED FLUOR.W/PREMIUM PARAGIBE,W/FLANGE KIT FCS22WU Q O E0. EO. I I n�3 I I -`y3 A P W/GE F32T8/SPX30,Z6(2),UBENT T8 32w,FLUORESCENT LAMP 17 o e A P 8L7 Se EO. d GALES AREA P 1 X 4 RECESSED MET F.OR.W/ACRYLC LENSEB87-V I a I W/GE F32T8SP%30(2).4'T8 32w,FLUORESCENT LAMP II n n n n II I - O B HAL H880E-870C 1 u�u I I uQu I SEEP .5.---4E POS I L �' B 32W ELECTRONIC FLUOR.DOWNLIGHT,(LENS COVER OVER FOOD PREP) NOTE A" NO '13 1 _ ? W/GE F32TBX/SPX30/A/4P(1),32.TRIPLE TUBE BIAX FLUOR.LAMP 5 N 1'_7" 'I% 1 O CS TTF DD140BK CS 72 FROSTED HANGING GLASS PENDANT y oC A2 P .P oA3�L i i W/PNS EFG23E28(1), 23.FLUORESCENT W/BALLAST LAMP .0 g (,� I I C-TRK HAL 2'.4'@ 8'LENGTHS •¢ • a I I JL652P,L651P,L650P,L901P,L957P,L900P,L908P,L983N. 5 ---.- TRACK AND PENDANT ADAPTERS FOR FIXTURE TYPE C5 k O J ® D3 GLC DBLSW124-120SB/BL-MOUNT N CLu AS A AS ]AS 5 A5 Al 24'SURFACE TRACK MOUNT MENU FIXTURE W/SAFETY LENS j O u W/GE F40/30B%/SP%30/RS(i) 40w IS BIAX FLUOR.LAMP _ V _ rs�h Q S C CS CS O / CS 5 I XI - O 49A ON WL PROFILE THUBWIN TUBE FLUOR W/CLEAR POLY LENS - . 829 W/STANDARD DOUBLE-ENDED 81-PIN TYPE LAMP EXIST. WALKWAY L/FOR WINDOW BAGEL SIGN, �IION BOXG EXTERIOR WALL PACK W/175w METAL HAUDELL� O PROVIDE 6'EXTRA WIRE, O SPEAKERS RADIO SHACK'B'FULL RANGE SPEAKERS N p40-1272 WITH WHITE ENAMELED GRILL#40-1225 O CEILING MOUNTED TELEVISION-VERIFY LOCATION WITH OWNER AND D.D. •- �. Q TV N CONSTRUCTION MANAGER ELECTRIC LIGHTING PLAN W SUR CC2-V o>_ Q LIGHTING SCHEDULE NOTES W (i OR 2)LAMP ADJUSTABLE HEAD EMERGENCY LIGHT,WITH SEALED UGiT, (/) 1 J 2 J J oW .'(TH SEALED LEAD CALCIUM BATTERY Z w N SCALE: T/4" = 1'-0" ❑Q ❑Q Q w F N I) I I _ 1.PROVIDE ALL'FIXTURES COMPLETE WITH LAMPS. I-OO,IS WALL SCONCE $LP 8340-15/900-12 m a y o - 2.ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS. EXTERIOR GRAY WALL LIGHT W/LENS ixA13 A31 A35 W/GE 50PAR30/H/FL-25-130V(2)LAMP Q p 3.ALL BALLASTS SHALL BE HIGH POWER FACTOR.FLUORESCENT BALLASTS FOR T8 O PROVIDE 6'EXTRA WIRE % X SUR LPX70RMDH 0 - 4.LAMPS TO BE OSRAM/SYLVANIA OR MAGNATEK FULL-OUTPUT ELECTRONIC, a Z_ EXCEPT OUTDOOR FIXTURES TO BE ZERO-DEGREE MAGNETIC BALLASTS, AC LED EXIT W/BATTERY O \ -MENUBOARD 5,PROVIDE HOLD DOWN CUPS FOR EACH CORNER OF FLUORESCENT GRID EM FANTECH AIR CURTAIN-941-351-2947 Z TROFFERS. DRIVE-THRU-MODEL pAS323,REAR DOOR-MODEL#AC4800 6.PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. W 1 2 3 4 VALUE COMBO k MENU BOARDS 5-0' 7.COORDINATE AND VERIFY ALL FIXTURE INFORMATION,TYPES AND FINAL ® HOOD/FAN-FOR TOASTER M. , . ,OVER SANDWICH STATION IN SOFFIT Z op M SPEAKER o a I -CURB �jrTOWER LOCATIONS WITH THE REFLECTED CEILING PLANS. TF_1 CREENHECK SP-1f5,750 CFM 1690 RPM 10 AMP 75 WATT Q I..I..I 8.LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA,WESTINGIOUSE,o 1 N I s !d I 1-' GENERAL ELECTRIC,OR APPROVED EQUAL - - 1 Z mp LANE OF ASPHALT DUPLEX OUTLET 12"A.F.F.UNLESS NOTED OTHERWISE (� S. ANDEVENTER, �m I • /,.-CURB / DRIVE-THRU I ES FAX 800-830-5267 FOR PRICING. 0 Q GUIDELINES VILLA LIGHTING SUPPLY[NC-ACCOUNTS A 1-800-370-05 LOUTS,MO 83110. c ro OR CONCRETE I 9.FIXTURES CAN BE PURCHASED THROUGH A NATIONAL ACCOUNTS PROGRAM WITH G=G.F.I. C=ABOVE COUNTER WP=WATERPROOF PLEASE CALL NATIONAL ACCOUNTS AT I-B00-370-5050 EXT 769 OR ®X 'POWER OUTLET-208 VOLT,%=AMPERE <�'- Lv FOOTING--.. � I, :-BOLLARD � I,. J JUNCTION BO% 30 �pF SPEAKER TOWER AND I I I %3 4 CONDUIT YITIi \\ N.T.S. SQ Z N / SWITCH,1 POLE,MOUNTED 40-A.F.F.,SP=SW.W/PILOT O ,�I p MENU CONFIRMATION BOARD I I I I ELECTRICIAN INSTALLED 1\ SMALL LETTER KEYS TO FIXTURE SWITCHED. < T PULL STRING NOTES U O = E I I I I u FUND DISCONNECT SWITCH O 7 Z /I� o 2 INDEPENDENT GROUND LOOPS" 1. PANEL BOARDS ARE PROVIDED FOR CHECKING TOTAL SERVICE REQUIREMENTS Z 0 FOR TIMER AND COMMUNICATIONS O Z:t J �y I \ E.C.SHALL USE JUDGMENT IN REVISING CERTAIN CIRCUIT'S AND ARRANGING cjL 2 3/4'COMMUNICATION`-110/15 AMP I I EQUIPMENT ON PANEL BOARDS IN THE MOST ECONOMICAL MANNER. Q @I 2 CONDUIT DEDICATED CIRCUIT EC.SHALL DETERMINE FINAL SERVICE LOAD REQUIREMENT FROM LOADS POS NOTE: n 110/15 ELECTRIC GIVEN IN PANELBOARDS AND PROVIDE SERVICE ACCORDINGLY. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S.SYSTEM AS SHOWN ON ELECTRICAL a IN CONDUIT DRAWINGS OR,AT MINIMUM THE FOLLOWING CONDUITS: Q & e 2. INSTALL ALL ELECTRICAL OUTLET BOXES HORIZONTAL AND FLUSH IN WALLS A)2 1/2'I.D.FROM 4.4.3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO I Z 4---- PQO WHERE POSSIBLE.PROVIDE APPROPRIATE FLUSH MOUNTING RECEPTACLE ABOVE CEILING. oy I J� - BOXES AND CONDUIT AS REQUIRED FOR MOUNTING OF OUTLETS ON B)2 1/2-I.D.CONDUIT WITH 2'-0-SWEEPS AT ENDS FROM A HUB LOCATED IN THE /� I..I..1 GROUND LOOP AT DRIVE-THRU WINDOW CONNECTS BACK TO I CONCRETE WALLS. FRONT LINE CHASE UNDER SLAB TO THE BACK WALL.TERMINATE ABOVE CENNG, `/ > W _ R.I.S.SYSTEM. I DRIVE THRU STACKING C)1'I.D.CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE !^ ONE BRAND: 4-5 CARS 3. EXTERIOR SIGN JUNCTION BOX TO BE MOUNTED ON INSIDE OF WALL.EXTEND CEILING. I.1J V NOTE: CIRCUIT TO SIGN. D)2"x4'ELECTRICAL BOX 6'-0•A.F.F.WITH 1'CONDUIT IN WALL TO ABOVE CEILING. IJ" Oe\ I PROVIDE TIMER DISPLAY AT DRIVE-THRU AREA.WALL OR I TWO BRAND: 5-6 CARS CENTER 32•x32"x3/4'PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT.O 4. SEE"TECHNICAL REQUIREMENTS FOR THE COMTREX SYSTEMS CORPORATION W -J y CEILING MOUNTED.CONNECTED BACK TO INTERFACE BOARD AT THREE BRANDS 5-6 CARS THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE DUNKIN'DONUTS P.O.S.SYSTEM'FOR ALL INFORMATION RELATING TO o I MAIN OFFICE. CASH REGISTER WIRING.(FURNISHED BY DUNKIN'DONUTS.) FRONT UNE CHASE E EPHON,THE CONNECTION THEN GOES DU THE OFFICE.C.C.TO NOTE: PROVIDE ONE ISON TELEPHONE JACK IN THE OFFICE.NOTIFY DUNKIN'DONUTS IF ISDN C �+ DRIVE THRU STACKING DRIVE-THRU MENU SHOULD ---------------- 5. PROVIDE CORD WITH GROUND AND CAP FOR EACH COFFEE MAKER AND SERVICE IS NOT REGIONALLY AVAILABLE. SHEET ONE 8RAN0: 4-5 CARS ALWAYS BE PLACED AT A -'MINIMUM OF ONE CAR LENGTH--- ,-SPEAKER CONTAINED CAR80NATOR. M'0 BRAND: 5-6 CARS 45 ANGLE TO ONCOMING BEFORE CURVE OF LANE / WITHIN SIGN 6. SEE INTERIOR ELEVATIONS FOR DIMENSIONS AFFECTING THIS WORK. V �0 TRAFFIC,(WHERE • �o THREE BRANDS 5-e CARS � O Q z POSSIBLE),MINIMUM 3'-6" CURB DRIVE-1HRU MENUBOARD ` 7. SEE SHEET K2 FOR EQUIPMENT CONNECTION REQUIREMENTS, sm FROM BUILDING I-BOLLARD. 8. E.C,SHALL PROVIDE MUSIC SYSTEM PER DUNKIN'DONUTS SPECIFICATIONS. NOTE: 'P.O.S',ALL POWER OUTLETS FOR P.O.S.DEVICES ARE DEDICATED CIRCUITS WITH p L THIRD WIRE ISOLATED GROUND.AN IG IS AN INSULATED WIRE,SEPARATED FROM ALL Q 9. EC.SHALL PROVIDE DOORBELLS AND BUZZERS PER DUNKIN'DONUTS OTHER GROUND WIRES,RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER PREFERRED SPECIFICATIONS. E.C.SHALL VERIFY LOCATION OF EQUIPMENT WITH DUNKIN' PANEL NEMA STANDARD L5-15R I.G.FOR THE RECEPTACLE AND PLUG.USE OF ICI FILE :D03072 ALTERNATE DONUTS FRANCHISE OWNER. DUPLEX OR QUADPLEX OUTLETS: (I.E.,HUBBETI IG-5262,IG-5362 OR EQUIVALENT). DATE:11/20/03 PROJ. MGR. J.R. C.M. B.FLANNERY GROUND LOOP CONNECTS TO VEHICLE DETECTOR,INTERCOM SYSTEM AND TIMER INTERFACE BORD LOCATED IN OFFICE.2' pq CONDUIT FOR SPEAKER("SEPARATE POST IS USED)ALSO I GROUND LOOP AT DRIVE-THRU VANDOW CONNECTS TO INTERCOM SYSTEM.VERIFY WITH OWNER AND CONNECTS BACK TO R.I.S.SYSTEM. I DIINKIN'DONUTS CONSTRUCTION MANAGER FOR EXACT PROVIDE TIMER DISPLAY AT DRIVE-THRU AREA,I I LOCATION.PROVIDE FOR 5 CAR So.TACKING_ALSO SEE SITE PLAN OL �TO L OR CEILING MOUNTED,CO�NEC NTERFACE BOARD AT MAIN OFFICEED. BACK I � I INSIDE.ALTERNAIL-BHAS A SEP RATEOARD HASSPEAKER POST).�0 5 DRIVE-THRU-\ RUN ALL WIRE ° ° J INSIDE TO OFFICE J O \ A33 CC SEE P.O.S;, -SEE P.O.S. SEE P.O.S. r NOTE'C" i NOTE'C' / NOTE_"D. STORAGE----- -- -- ❑° �•Nm A37 nA. A6 A.M9 M24A20 ----- ` ❑ n 842 A26 ' �� aZ `NOP.O.S.- �N y< M35 M32 M31 Q NOTE"D' m 20 20 3 O om OFFICE - ®-« z� a --SERVING AREA Q J Z--_ A32 u a m M A72 a O M12 A38 \ O A40 Rn =P.D.-$. HE -- -SALES AREA MAIN DISTRIBUTION PANELBOARD �f / VOLTAGE: 120/208 PHASE 3 LOCATION: REAR ENTRY . SEE P.O.S. REMRK& SURFACE n NOTE"A" ` n BUS AMPS: WIRE: 4 ff NOTE"B" �g MAIN OVERCURRENT DEVICE MAIN CIRCUIT BREAKER AMPS: 200 . BREAKER LOAD BREAKER LOAD CKT DESCRIPTION CKT DESCRIPTION m v \ AMP PO KVA HAS AMP POLE KVA HAS o '¢ 1 PANEL'A" 100 3 A 2 SPARE 20 1 A ^ 3 B 4 SPARE 20 1 B Y6 5 C 6 SPARE 20 1 x 7 V.D.U.OUTLET 20 7 .8 A 8 BAGEL SIGN 20 1 .6 A v 9 V.D.U.OUTLET 20 1 .8 B 10 SPARE 201 1 1 1 B 1 4 CD it N OUTLET 20 1 .8 C 12 OFFICE COMPUTER 20 1 .5 C +� '' ❑ , 13 MICROWAVE 20 2 1,3 q 14 HOLMAN TOASTER 20 2 1.6 A 15 1.3 B tfi 1.6 B 1.POS TERMINAL INFORMATION: 17 MICROWAVE 20 2 1.3 C 18 ICE MACHINE 20 2 1.4 C EXIST. WALKWAY -n0V AC DUPLEX OUTLETS t8 1.3 A 2C 1.4 A 2.RECEIPT PRINTER INFORMATION: -110V AC DUPLEX OUTLETS 21 a 22 SPARE 20 i 8 M J 23 COFFEE MAKER 40 2 3.5 C 24 OFFEE MAKER 40 2 3.5 C-SHARED WITH TERMINAL OUTLETS O -WIRED DIRECTLY TO TERMINALS 25 3.5 A 26 3.5 A N F Fli3.REMOTE PRINTER INFORMATION: i3 -110V AC DUPLEX OUTLETS 27 COFFEE MAKER 40 2 3.5 B 28 ESPRESSO 30 2 1.5 B -WIRED TO TERMINALS VIA RJ-45 (n Q J-BOX IN FRONT CABLE CHASE 29 3.5 C 30 1.5 C Z r p - 4.VDU INFORMATION: 31 ICED COFFEE BREWER 30 2 1.4 A 32 COOLATTA MACHINE 342 20 2 1.5 A O m 12 -110V AC DUPLEX OUTLETS 33 1.4 B 34 TAYLOR 342 SIDE 1 1.5 B (n I-'�1(� /�((((��Y -MOUNTING: WALL,CEILING,OR J\/ ®�Vf PEDESTAL 35 COOLATTA MACHINE 342 20 2 1.5 C 36 DUNKACCINO DISPENSER 20 2 .4 C rj O 4 IIVV 5.OFFICE AREA INFORMATION: 37 TAYLOR 342 SIDE 2 1.5 A 38 .4 A LAJ F VI t.1 -110V AC QUADPLE%OUTLETS a N -1 MODEM LINE REQUIRED FOR 39 STAND ALONE COOLER 20 1 .8 B 40 PRINTEft(S) 20 p A13 A31 A35 SUPPORT 41 PRINCE WARMING M1 20 1 1.5 C 42 11INTER(5) 20 1 1.0 C N Q PROVIDE W EXTRA WIRE CRIED T�ARD PROCESSING L FOR O Z ELECTRIC POWER PLAN 6.NETWORlIOV ACHUB INFOLEX RMATION: PHASE A LOAD PHASE 8 KVA: - o PHASE C LOAD KVA: Z t1. TOTAL LOAD(KVA): A SCALE: 1/4" = T'-O" -LOCATED �ONi COUNTER -CONNECTS TO TERMINALS,VDU'S, b PROVIDE UNDER SLAB ELECTRIC SERVCE BACK OFFICE COMPUTER SYSTEM TO CONDUIT UNDER FLOT LINE IOREUP INTO CT IN IOMMON -ORDER THEN TO YTIUU S ROUTED " 3 CHASE IN FRONT LINE CASEWORK. ELECTRIC FOR THIS STORE IS NEW.PANELS AND OUTLETS PANELBOARD ••A,• o REFERENCESHOWN ARE FOR INE TOTAL LOADS REQUIRED. CVENIENCEL STORE E.C.MS TO RENEW VOLTAGE: 120/208 PHASE: 3 LOCATION: REAR ENTRY Q LL " LOADS SHOWN ON D.D.PANELS&DETERMINE TOTAL SERVICE BUS AMPS: WIRE 4 MOUNTING: SURFACE J if CLOAD SATISFYING ALL STATE&LOCAL CODES. ELECTRIC LEGEND MAIN OVERCURRENT DEVICE REMARKS: < CIRCUIT#M-1 C)o - AMPS: 100 w 9 DUPLEX OUTLET 12"A.F.F.UNLESS NOTED OTHERWISE BREAKER LOAD BREAKER LOAD N W c POS NOTE: ®x G G.F,I. C-ABOVE COUNTER WP=WATERPROOF CKT DESCRIPTION AMP POLE KVA 'HASE I CKT DESCRIPTION AMP POLE KVA HASE 0 L1 GENERAL CONTRACTOR TO PROVIDE FOR P.O.S.SYSTEM AS SHOWN ON ELECTRICAL DRAWINGS Z N OR,AT MINIMUM THE FOLLOWING CONDUITS: X o NUMBER OF GANGED DUPLEXES IF MORE THAN ONE 1 LIGHTING•P/S 20 1 .8 A 2 CASH REGISTER 20 1 .2 A O �/j w A)2 1/2"I.D.FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO ®X POWER OUTLET-208 VOLT,X=AMPERE 3 LIGHTING•P S 20 1 .7 B 4. CASH REGISTER 20 1 .2 B F V l ^I ABOVE CEILING. 5 UGHTNG P/S 20 1 8 C 6 UNDERCOUNTER REFRIG. 20 1 6 C U �'O l Z V B)2 1/2"I.D.CONDUIT WITH 2'-0'SWEEPS AT ENDS FROM A HUB LOCATED IN THE FRONT ► TELEPHONE OUTLET-FLOOR OR WALL MOUNTED; O z Z O UNE CHASE UNDER SLAB TO THE BACK WALL.TERMINATE ABOVE CEILING. 7 SPARE 20 1 A 8 SPARE 20 1 A J SEE OWNER FOR REQUIREMENTS z Q D2Nx4D ELECTRICA.CONDUIT L BOX6OM �IOD A.F.F.THE ONITH RIVE T1H CONDURU IT IN WALL TO ABOVE CEILINAnON UP THE WALL TO G.CENTER D DATA OUTLET FLOOR OR WALL MOUNTED: 97 PARGNL+REF 20 1 .7 C 12 CASH REGISTER 20 1 E 20 - C O Z LL LL 2 1/2"C.UNDER SLAB Q 46 32"x32'x3/4"PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT. 13 EXTERIOR UGHTING••TC 20 1 1.0 A 14 COFFEE STATION 20 1 .6 A LINE CHTHE ASE ISMUM 75'-0".TH CON ECTION THEN GOES TO E OFFICE. CPU TO PROVIDE�ONET a DUPLEX OUTLET ANSIENT AGE SURGE SUPPRESSOR 15 SPARE 20 1 B 16 COFFEE STATION 20 1 .6 B T ISDN TELEPHONE JACK IN THE OFFICE.NOTIFY DUNKIN'DONUTS IF ISDN SERVICE IS NOT 17 LIGHTS,EXIT&EMERG. 20 1 .5 C 18 COFFEE STATION - 20 1 .8 C Z (y N CD - REGIONALLY AVAILABLE. 0 JUNCTION BO% 19 DISPLAY CASE BALLAST 20 1 1.0 A 20 COFFEE GRINDER 20 1 .2 A L.t� LL h 21 DISPLAY CASE BALLAST 20 1 1.0 8 22 UNDERCOUNTER REFRIG. 20 1 .6 8 p. FUSED DISCONNECT SWITCH 1 n1 '_- � 23 DISPLAY CASE BALLAST 20 1 1.0 C 24 UNDERCOUNTER REFRIG. 20 1 6 C ELECTRICAL PLAN KEYNOTES 1,REFER TO AWED DOMECO'ADOSR POS DEPLOYMENT METHODOLOGY'AND APPROVED VENDORS QT THERMOSTAT 25 BACK UT GRAPHICS 20 1 1 1.0 A 26 UNDERCOUNTER REFRIG 20 1 .6 A W W V FOR COMPLETE INFORMATION AND SPECIFICATIONS REGARDING POS SYSTEM INSTALLATION. WALL CLOCK-EDWARDS#1882, 27 SPARE 20 1 B 28 REF&BACK BAR 20 1 .9 B _1 J W r g O EXTERIOR UGHTS,PHOTOCELL ON,TIME CLOCK OFF. 2.RETAIL INFORMATION SYSTEMS EQUIPMENT MUST BE ON DEDICATED CIRCUITS.R.I.S.EQUIPMENT MOUNTED 8'-0"A.F.F. 29 SPARE 20 1 C 30 REF&BACK BAR 20 1 .9 C W W POWER FOR BACKUT PANELS,SEE MANUFACTURER MAY SHRE CIRCUITS WITH OTHER R.I.S.EQUIPMENT,BUT NO OUTSIDE EQUIPMENT SHOULD BE ❑2 ON THESE CIRCUITS, FTC THE CLOCK(BY OTHERS) 31 EXTERIOR SIGNS 20 7 1.5 A k12BELLS/BUZZERS/CLOCK$ 20 t .5 A v FOR MOUNTING HEIGHT&LOCATION OF JUNCTION 80%. }.ALL OUTLETS FOR R.I.S.EQUIPMENT SHOULD HAVE A THIRD WIRE ISOLATED GROUND. 33 EXTERIOR MENU B0. 20 1 .6 B SPARE 20 1 BPOWER FOR DISPLAY CASES,BALLAST TO BE 4.LOCATE ALL RECEPTACLES FOR R.I.S.EQUIPMENT WITHIN 4'OF THE EQUIPMENT THEY SERE, J�1 HAND DRYER(BY OTHERS)MOUNTED IN THE DISPLAY CASE BASE.ALLOW 35 PYLON SIGN 20 1 1.0 C SPARE 20 1 CSHEET SHALL R.I.S:DEVICES AT A REMOTE LOCATION FROM THE HUB SHALL REQUIRE CONDUIT8'PIG TAIL 37 D.T.VANDOW 20 1 .6 A GENERAL OUTLETS 20 1 1.5 A POWER FOR EXTERIOR SIGNAGE REFER TO DEDICATED FOR R.I.S.USE THE MINIMUM yZE FOR qLL NETWORK CONDUIT IS 1-1/2". DOOR BUZZER-EDWARDS 8115-4 WITH SWITCH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 6.ALL NETWORK DEVICES REQUIRE CAT 5 CABLE'WITHRJ-45 JACKS. BUZZER ALARM-EDWARDS#1065-65 W/592 39 AIR CURTAINS 20 1 1.0 B GENERAL OUTLETS 201 1.581'CONDUIT FOR UNDERGROUND LOOP FOR REMOTE 7.PROVIDE POWER CONDITIONERS/UNINTERRUPTED POWER SUPPLIES AS RECOMMENDED/ 24 VOLT TRANSFORMER UNDER COMMON PLATE 41 SPARE 20 1 C TOASTER FAN 1 20 1 .6 C ❑5 SPEAKER SYSTEM.VERIFY EXACT SIZE AND LOCATION REQUIRED BY APPROVED VENDORS AND ADQSR. WITH OWNER. BALL NETWORK CABLING/CONDUIT MUST BE LOCATED A MINIMUM OF 12'FROM ANY �D DOOR BELL-EDWARDS#55-465.MOUNTED 8'-0'A.F.F. PHASE A LOAD KVA c PHASE B LOAD KVA q POWER FOR DRIVE-THRU WNDOW.SEE ELECTRICAL CONDUIT. ❑ BUZZER SWITCH-EDWARDS q44 DOOR CONTACT PHASE C LOAD KVA: FILE :D03072 p © MANUFACTURER FOR MOUNTING HEIGHT&LOCATION 9.OPTIONAL TELEPHONE JACKS FOR OUTSIDE LINES MAY BE PROVIDED IN OFFICE AREA AND PREP S DOOR BELL BUTTON-EDWARDS 52 TOTAL LOAD(KVA): 2C OF JUNCTION BOX. AREA. '❑ DATE:11/20/03 •P/5-PANEL SWITCHED PROJ. MGR. J.R. ••TC-THE CLOCK CONTROL C.M. B. FLANNERY DRIVE—THRU—\ O =U P2 STORAGE---- TO---- -- i41 =--_—�f— — -- u- - SITE OR MUNICIPAL WATER SERVICE --- c I 1 - I 1 CONNECT TO " HOT WATER r- T EXISTING ip HOSE BIBS I I I GAS SERVICE ®1'-4"A.F.F. I I I L UP FRoml H.W.HEATER How.HEATER -.. _.�1 �L-�� N N BASEMENT BASEMENT OFFICE — ------ P3 I /UNDER SLAB/FLOOR SERVING AREA n 1- i� FILTERED WATER SERVICE TOFE U I I j COFEE BREWING EQUIPMENT 1z' r - WATER FILTRATION SYSTEM mp1 NOTE: _INDIVIDUA a3N TO PRO DEDLFOR PROFILSOFERS AND ICE MACHINE AND FILTERED WATERVI FOR ELECTRIC DECK OVEN- COORDINATE W/EQUIPMENT I I SPECIFICATIONS r - VERIFY TO USED NUMBER OF OYMER FILTERS O i I I I INCOMING DOMESTIC WATER SERVICE TO ALL OTHER I I I j AREA WA,ER 6ER�QE DETAIL > SNIKS,ETC.NTS USE-TOILETS. L/ ,—SALES Ilnll I NOT TO SCALE luul I —I--I I I III N I III -FRONT LINE CHASE c 4 n EXIST. WALKWAY M 0 Ll a N N ------------ O m 5 W F u= H0 T & COLD WATER & GAS PIPING PLAN PLUMBING IN THIS STORE IS EXISTING.REUSE Cr K N WHERE POSSIBLE.UPGRADE TO MEET ALL N Q C SCALE 1/4"=1-O" APPUCLE BT TATE AND LOG AL O0 Z ALL LINES SHOWN ARE TO BE ABOVE SLAB/CEILING U.N.O. CONNEC NEW PLUMBING TO EXISTING. - z PLUMBING FIXTURE SCHEDULE - MARK DESCRIPTION WASTE VENT COLD HOT e$ WATER WATER 3 .. P 1 MOP SINK 3" 3" 1 2" 1 2" 9 P 2 POT SINK 3" 3" 1/2". 1/2" HAND SINK 1 1/2" 1 1/2" 1/2" 1 2" N o P 4 BACK BAR SINK 1 1 11 2' 1 2" 9 •SINK PROVIDED AS PART OF EQUIPMENT PACKAGE- w PLUMBER TO MAKE FINAL CONNECTIONS. 0 Z !n w GENERAL NOTES F Z of 1. ALL KITCHEN AND SALES AREA EQUIPMENT WILL Q I BE FURNISHED U B AND INSTALLED EXCEPT AS NOTED,(SEE K2 SHEET,EQUIPMENT Z Z J SCHEDULE).EQUIPMENT WILL BE FURNISHED WITH TRIM AND Q - FAUCETS,EXCEPT AS NOTED.PLUMBING CONTRACTOR SHALL p Z a 1_L_ PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. <� V 2.PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS CDLd PIPING AND MAKE ALL CONNECTIONS.GASTO BE SCHEDULE 40 BLACK STEELLPIPEE AND BANDED MAILLE BLE IRON = Z FITTINGS. m— G3.ALL PIPING IS SHOWN DIAGRAMMATICALLY,EXACT LOCATIONS SHALL `o BE DETERMINED IN THE FIELD.EQUIPMENT LOCATIONS ARE LLJ O APPROXIMATE,COORDINATE EXACT LOCATIONS WITH ALL TRADES Z 9 SYMBOL LIST 13EFORE INSTALLATION. 4.ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. J -DW. DISHWASHER 5-ALL UNDERGROUND WATER LINES SHALL BE TYPE"K"COPPER AT /� � V ALB CONDUIT FOR SODA LINES TUBING WITH 1/2"THICK ARMAFLEX INSULATION. m C/I - GATE VALVE O GB COCK 6.ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. SHEET C.W.-COLD WATER 7,PROVIDE BACK-FLOW AT THE LOCATIONS REQUIRED DY ' 3 H.W.-HOT WATER CODE AND ALL GOVERNINGNING AUTHORITIES. ORITIES. —G— GAS PIPING INSIDE FOR APPLIANCES B.COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE —RG— GAS PIPING OVER ROOF FOR HVAC WITH THIS SYSTEM. -- - MIXED HOT/COLD WATER PIPING 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 0 H.B. HOSE SIBS 10.SEE'K'SHEET(S)FOR EQUIPMENT CONNECTION REQUIREMENTS. FILE :D03072 H.V.A.C. HEAT VENT AND AIR CONDITIONING UNIT 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. DATE:�)�ZO�O3 A.F.F. ABOVE FINISH FLOOR 12.ALL ABOVE SLAB VENT&DRAINAGE PIPING SHALL BE CAST IRON g U.N.O. UNLESS NOTED OTHERWISE OR COPPER.(PVC CAN BE USED IF ALLOWED BY LOCAL CODES). PROJ. MGR. J.R. C.M. B. FLANNERY - r o P� DRIVE-THRU- , S �_ I SEE DETAEASE IILLA2/P3 C) CONNECT TO EXISTING SITE ,,^ - p_ ' /MUNICIPAL SEWERAGE \ 3'-6�- M IF-1-1i , PLF.D.. /P2 L- IL,I - STORAGE-- ---- I1 -- CCONNT LINES EXISTING 4•-6' 4•-0. - H.O / . r �/11I F�l 1 Q - T I F �I s 6'-8- 1 �a OFFICE --- - L F.C.0.3 �-i J SERVING AREA a M� F.D. � O I O P7 r 7 1 F.S. u ((••/) I I \n N L'D'3'-6_ / ;-SALES AREA nnnvU / I L 1 = Q — —1= y FS / F.C.O. r� FS 12- `_yI ____I�_, r _ ry EXIST. WALKWAY PLDMBING IN THIS STORE IS EX STING.REUSE M WHERE POSSIBLE.UPGRADE TO MEET ALL o U APPLICABLE STATE AND LOCAL CODES. - CONNECT NEW PLUMBING TO EXISTING. < N E (n a - NOTE: 2 m LZ ------------- GREASE TRAP SHOWN INDICATES ONE IS REQUIRED.REUSE V) EXISTING IF ONE EXISTS AND MEETS ALL STATE AND LOCAL.OR S Z �D CONEVEN ENTFLOCATION RNISHECONNECTI GO ALL SHOWN FIXTURES. it BELOW SLAB UNIT IN 0 F N o SOIL, WASTE. BC VENT PLAN NSTALL PER ALL STATE AND LOCAL CODES. U J IF NO EXTERIOR GREASE TRAP EXISTS,THEN ALL KITCHEN EQUIPMENT AND FLOOR DRAINS IN THAT AREA NEED TO FLOW N a o SCALE 1/4"=1'-0" THROUGH THE GREASE TRAP AT THE POT SINK AND THE FLOW AFTER THAT GOES TO THE SANITARY WASTE LINE. Z F.S.-W/AIR GAP-SAFE WASTE 0. - a _ F.D.W/AIR GAP CUP Z - PLUMBING FIXTURE SCHEDULE b MARK DESCRIPTION WASTE VENT COLD HOT WATER WATER oD 3 P i MOP SINK 3" 1 J' 1 2" 1 2' 9 ' P 2 POT SINK 3' 3" 1/2 1/2' N P 3 HAND SINK 1 1/2" 1 i/2' o P 4 BACK BAR SINK 1 1 2" 1 1 2- G •SINK PROVIDED AS PART OF EQUIPMENT PACKAGE- C W A PLUMBER TO MAKE FINAL CONNECTIONS. G _ GENERAL NOTES a uj Z yl 1.ALL KITCHEN AND SALES AREA EQUIPMENT WILL BE FURNISHED Z e AND INSTALLED EXCEPT AS NOTED,(SEE K2 SHEET,EQUIPMENT SCHEDULE).EQUIPMENT WILL BE FURNISHED WITH TRIM AND rn ^ S FAUCETS,EXCEPT AS NOTED.PLUMBING CONTRACTOR SMALL 00 Z PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. U I 2.PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS a LI..I PIPING AND MAKE ALL FINAL CONNECTIONS,GAS PIPING TO BE CDJ T L SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON FITTINGS. /ryy--�� 3.ALL PIPING IS SHOWN DIAGRAMMATICALLY,EXACT LOCATIONS SHALL W n o BE DETERMINED IN THE FIELD.EQUIPMENT LOCATIONS ARE o SYMBOL LIST APPROXMATE,COORDINATE EXACT LOCATIONS WITH ALL TRADES Lij Gam] BEFOREINSTALLATION. SANITARY WASTE PIPING BELOW SLAB q ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. J �Q GREASE WASTE PIPING BELOW SLAB VENT PIPING BELOW SLAB S.ALL UNDERGROUND WATER LINES SHALL BE TYPE"K"COPPER - TUBING WITH 1/2'THICK ARMAFl.EX INSULATION. -1V VENT PIPING ABOVE SLAB F+. 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. GREASE TRAP SHEET 0 F.C.O. FLOOR CLEAN OUT T.PROVIDE BACK-FLOW GOVERNING AUTHORITIES. AT THE LOCATIONS REQUIRED BY s .3 CODE AND ALL GOVERNING AUTHORITIES. n H.O. HUB OUTLET F.D. FLOOR DRAIN-W/AIR GAP CUP 8.COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE F.S. FLOOR SINK W AIR GAP-SAFE WASTE WITH THIS SYSTEM. 1 V.R. VENT RISER 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. V.T.R. VENT THRU ROOF 10.SEE'K'SHEET(S)FOR EQUIPMENT CONNECTION REQUIREMENTS. FILE :D03072 .fC I.W. INDIRECT WASTE 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. DATE:11/20/03 C A.F.F. ABOVE FINISH FLOOR 12.ALL ABOVE SLAB VENT&DRAINAGE PIPING SHALL BE CAST IRON 7K U.N.O. UNLESS NOTED OTHERWISE OR COPPER.(PVC CAN BE USED IF ALLOWED BY LOCAL CODES). PROD. MGR. J.R. C.M. B. FLANNERY THREE COMPARTMENT SINK WTH.LEVER WASTES. 2•VENT O ® N WALL DO NOT PROVIDE TRAP 1-TIR R GAS- PIPE REDUCER FROM BRANCH PROVIDE OUTS IN DISCHARGE INTO RECEPTOR COW WATER SUPPLY PIPE HANGER ON UNITS WHICH HAVE 1 FIR ROOF- PIPE SIZE TO UNIT CONNECTION I TURNS/ENOS OF PIPE USESEE f,,�� WITH AIR GAP SUFFICIENT TO WATER HEATER. -� '�—NEXT TO PIPE TEE �I�JJJLq AN INTERNAL TRAP, I TOP AIR CON- SIZE,AT UNIT CONNECTION STUB. DNV FITTINGS IF SI O�.J�TO REMOVE GRATE AND O V IS LARGER THAN 1'. PIPE UNION: �= SHUT-OFF VALVE BUT DO DISCHARGE pITIONING UNIT. MAND JOINT PIPE UNION. - STRAINER. MINIMUM GAP DIELECTRIC IF AWAY FROM UNIT. S SHUT-OFF COCK. 2" SLOPE PIPE G TWICE PIPE DIAMETER. WATTS NO.530THREADED PIPE TO E OF BRANCH PIPE. - CLEANOUT pS MUCH AS DISSIMILAR METALS 1/Y CALIBRATEDPVC ADAPTER ON RTUBRANCH PIPE.SEE H 2' 2" SAMPLING POSSIBLE WELDED STEEL EXPANSION PRESSURE CONDENSATE WASTE PLAN FOR SIZE. FLOOR 1'MIN TOWARD TANK WITH POLYPROPYLENE RELIEF VALVE CONNECTIONS. BRANCH OFF 7 AIRSPACE I DOMESTIC WATER SERVICE. HARD COPPER () PORT SHUT-OFF DISCHARGE. i0 LINING,FDA APPROVID FOR SET AT 100 PSI. DEEP TOP OF GAS HIGH CAPACITY INDIRECT VALVE MAKE CONNECTION ' PVC PIPE TRAP. PIPE MAIN. WASTE FUNNEL 3• GT TO EQUIPMENT ?LOCAL' BUM DIAPHRAGM RELIEF VALVELOCATE GREASE TRAP IN FLOOR NOT AS REQUIRED. DISCHARGE UNEDISCHARGE TRIPW WHERE PEOPLE STAND BUT YMERE TOP CUT AND PATCH AIR CHARGING VALVE. ``= TOEND OVER MAKE PIPE MINIMUM ONE SIZE VERIFY WI 4 1il AWAY FROM BLOCK CAN BE EASILY REMOVED FOR CLEANING. FLOOR If EXISTING. FILL TANK To AIR ET FLOOR DRAIN OR .3 LARGER THAN EQUIPMENT CON- CODES IF/WHEN TRAP Q SERVICE AREAS PRESSURE TO MATCH JANITOR'S SINK. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT flEW NECTON,MINIMUM 3/4. USE'M AND/OR VENT ARE RE- OF UNIT OR WHERE 3" WATER PRESSURE, AIM DOWNWARD, • SHOWN ON PLANS. 6'LONG DIRT LEG FULL CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. HUBLESS OR'L'HARD COPPER UP TO 1' QUIRED FOR THE LENGTH THEN OPEN VALVE. WITH 2'AIR GAP SIZE OF BRANCH PIPE PIPE SUPPORT. CAST IRON PIPE,FITTINGS AND CONNECTORS ALL AROUND SINK AND TYPE OWV FOR LARGER. OF DRAIN PIPE INSTALLED. I(� EQUIPMENT CURB MINIMUM 3"ABOVE ROOF. SEE DETAIL AND TRAP. CONNECT GREASE TRAP FROM CENTER �O� `l J COMPARTMENT: PROVIDE P-TRAP IF GREASE TRAP IS MORE THAN .`J`�� 4'FROM SINK. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPING ARRANGEMENT SHOWN I$SCHEMATIC. ADJUST TO SVIT PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. PIPE AS REWIRED. DO NOT INSULATE INDIRECT DRAIN PIPE FLEW CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. VERIFY CONNECTION LOCATIONS BEFORE INSTAWNG PIPE RUNS. NOTE: COORDINATE INDIVIDUAL BAY DRAINAGE,AIR GAP,&DRAIN WHEN INSTALLED C POSED IN FOOD SERVICE MATION.. FOLLOW MANUFACTURER'S TER OPERA FOR INSTALLATION ' FUNNEL WITH LOCAL CODE REQUIREMENTS.. - REFER TO LOCAL CODES FOR FURTHER INFORMATION. PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. N 1 lCONNECTIONS TO ROOFTOP UNIT 2 JUTILITY SINK AND GREASE TRAP 3 CONDENSATE DRAIN 4 EXPANSION TANK. ncD o NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE HOT WATER TO FIXTURES -COLD WATER SVPPLY a AS SHOWN ON PLANS--•-._. � [-- TO WATER HEATER. ��VVI Qp PROVIDE FULL PORT BALL 1/2'COLD WATER THERMOMETER , PROVIDE A 210'F ��I ELBOWS A TWO 4"X 4"X 12"REDWOOD I�-'�1 1 N COMPENSATE SUPPORT BOOKS OR CC A SHUT-OFF VALVE ON ROUGH-IN. r SUPPLY DOWN IN TEMPER APPROVED 0,z. PARTITION WHERE FLASHING AND COUNTER- MINIMUM 12'ABOVE ROOF PROVIDE FULL PORT BALL TEMPERATURE AND p�10 FOR PIPE ROT-PROOF TREATED TIMBERS. DOUBLE CHECK VALVE DCV - FLASHING OF VTR IS BY NORMALLY. EXTEND TO man'I SHOWN ON PLAN. I SHUT-OFF VALVES 150 P51 PRESSURE EXPANSION. TOE NAIL BLOCKS TOGETHER ROOFING CONTRACTOR. HEIGHT OF PARAPET WHEN m 1 INSTALL WATER I RELIEF VALVE m FLASHING AND TO PROVIDE MINIMUM 7'CLEARANCE ADAPTER AND SIX PLUMBING CONTRACTOR WITHIN 10'OF PARAPET. PROVIDE PIPE o FILTER PER MAN- WITH TEST LEVER, COUNTER FLASHING UNDER PIPES.CONNECT PIPES UFACTURER'S FOOT LONG TO COORDINATE INSTALL I UNIONS.DIELECTRIC SIZED WITH CAPACITY IS BY ROOFING TO SUPPORT W1TM GALVANIZED INSTRUCTIONS SOFT COPPER IF REQUIRED FOR PER WATER HEATER CCNTRACTOR. PIPE CLAMP LOOSELY CLAMPED. IF FURNISHED TUBING TO CURER ROOF INSULATION it I DISSIMILAR METALS. `P MANUFACNRER'S PLUMBING GROUND 18'Sq.X 3/i6'ROOF WALKWAY 1:1lBEB WATER INLET. ROOF DECK I RECOMMENDATIONS WITH ICE MACH. III III ILL 1=1 Ill CONTRACTOR JOINT MATERIAL FOR BASE, CONNECT TO GAS-FIRED VrATER INSTALL WHERE ((Ivl\\ TO COORDINATE I pIPE MATERIAL MUST BE MULTIPLE CURERS ANCHOR PIPE TO R00 HEATER PER SPECS p UNION. ACCESSIBLE. CORE DRILL ROOF OR PROVIDE A HARD INSTALLATION. i COMPATIBLE WITH ROOF NHERE REQUIRED. DECK WITH U-BOLT AROUND AND SCHEDULE. PROVIDE SLEEVE IF COPPER RELIEF MEMBRANE. - INDIRECT DRAIN PIPE AND ANGLE IRON OPEN TO AT- 10E_BIIL _ CONNECT TO CURER REWIRED BY TYPE OF BURNER THERMOSTAT VALVE LLSIZ O O I II ROOF INSULATION AND ICE BIN DRAIN ROOF DECK. PROVIDE WELDED OR SCREWED TO AND PRESSURE REGU- UNE FULL SIZE OFU/(,,/1 MOSPHERE AT ROOF DECK OR JOIST. LATOR FURNISHED VALVE OUTLET TO II II ROOF DECK UPPER END. OUTLETS AS REQ'D. FIRE STOP SEAL BETWEEN li I 3/4' PIPE AND SLEEVE OR DECKg MINIMUM 12'BELOW ROOF WITH WATER HEATER. END OVER JS 1" REFER TO'INDIRECT WITH 6"AIR GAP. CUT ROOF FOR t77\ 2' FS DRAIN'DETAIL FOR PROl9DE PIPE INCREASER HUBLESS PIPE CONNECTORS GAS SHUT-OFF COCKPENETRATION. \-ANCHOR PIPE TO ROOF DECK OR JOISTS. ID MORE INFORMATION. IF/WHERE CODE REQUIRES A ON CAST IRON PIPE OR WITH LEVER HANDLE -� O 1. REFER 10 PLANS FOR PIPE SIZES)AND LOCARON(5). USE MINIMUM 3 VENT 1HRU ROOF BELL AND SPIGOT IF PVC. &GROUND JOINT UNION/ DRAIN VALVE BY WELDED OR SCREWED FITTINGS AE SPECIFIED FOR PIPE SIZE. PROVIDE BOOR SINK AT FRONT EDGE OF ICE 6'LONG DIRT LEG J HE MANUFACT. LOCATE PENETRATION MINIMUM 78'FROM ADJACENT WALLS. WITH TOP 1/2' MACHINE,WHERE ACCESSIBLE FOR CLEANING-NOT EQUIPMENT CURBS.PARAPETS,EXPANSION JOINTS,ETCETERA. BELOW BOOR. UNDER ANY EQUIPMENT. SLOPE BOOR 1/2"TO RIM. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VR2 PROVIDE WATER- \SET WIi ON PLATFORM 2. LOCATE SUPPORTS AT THE FOLLOWING SPACING 1-1/2"=9'.1-1/4"-8'. PROVIDE COW WATER ROUGH-IN AT TOP OF ICE MACHINE. MINIMUM THREE FEET FROM PROPERTY UNE,OR TEN FEET HORIZONTAL TIGHT GALVANIZED (PLATFORM BY OTHERS) - v 1"=7'h 3/4"-6'. PROVIDE SUPPORTS AS CLOSE AS POSSIBLE TO ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH SHEET METAL EACH ELBOW AND TEE SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. AIR INTAKE,OR ONE FOOT FROM ANY VERTICAL SURFACE.LOCATE VTR PAN 2"DEEP 4NTF1 PIPING SHOWN IS SCHEMATIC. PROVIDE MINIMUM IS'FROM PARAPET,EXPANSION JOINT,EQUIPMENT CURB, ETC. 1 DRAIN PIPE TO JS CLEARANCES RECOMMENDED BY MANUF., OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. (REWIRED IF NOT ON SLAB SEISMIC STRAPPING. SET By C FLOOR,OPTIONAL ON SLAB). AT 12OF. k 5 ROOF PENETRATION 6 JICE MACHINE CONNECTIONS 7 IVENT THRU ROOF (VTR) 8 GAS WATER HEATER E NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE b� � A mY o USE HARD COPPER PIPE STUB EWOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN. BURY (SEE HVAC DRAWINGS FOR GAS VALVE CONTROL ABOVE FLOOR SLAB,OF PIPE AT DEPTH AS REQUIRED TO ACHIEVE APPROXIMATELY A 90 DEGREE PENETRATION OF SLAB. PROVIDE A TEMPORARY PVC PIPE CAP WELDED DETAIL OF PIPING OF FIRE NOZZLE ARS(l10 SIZE A$SHOWN ON PLANS. BY GAS COMPANY(VERIFY) BY PLUMBING CONTRACTOR PROTECTION SYSTEM WHEN TO ENDS OF CONDUIT DURING CONSTRUCTIOj1 PHASE TRIM ELBOW AT"jIME PREPIPED IN HOOD) VENTURI P2A COPPER PIPE COUPLING PRESSURE TEST COCK EXTERIOR BUILDING WALL OF INSTALLATION OF BEVERAGE LINES TO 6 ABOVE SLAB NORMALLY,8 • 7NETRY. VALVE CONTROLDETECTORTO GASFLOOR SLAB, GAS METER OF CFH GAS PIPE UP ONTO ROOF. /CAPACIN SHOLWJ G LOOP PIPE OVER PARAPET. SEAL FLOOR PENETRATION WITHCRUSHED ROCK ON PLANS SIZE AS SHOWN ON PLAN. � FLEXIBLE,WATERPROOF MATERIAL TO -� VENNRI 2A Q ION E �\ USE BLACK STEEL PIPE. m\ PIPE IN COMPENSATE FOR PIPE EXPANSION. NOZZLE ARS 10 . -• '• CREASER ANCHOR RISER TO WALL AT / ,' ''" TEN f007 INTERVALS USING VENTURI dpA OFFSET RISER PIPE CLAMPS. COMPACT NOZZLE AIRS 10 O m b •,•.••�"��EARTH � PIPE INCREASER AND UNION RppR VAPOR CRUSHED R Z W PROVIDE BYPASS VALVES STORAGE TANK STYROFOAM OR PROVIDE ELASTOMERIC STRAINER PROVIDE 6'LONG DIRT S p �p MASONRY SUPPORTS UNICELLULAR SEAMLESS pgygMpryT LEG AT BOTTOM OF RISER. SLAB BARRIER ROCK HOOD d N c•1 1/2'INSULATION ON PIPE LENGTH AS REQUIRED — o USE TYPE'K'SOFT BELOW BOOR SLAB. FLOOR SEAL TO SET CONDUIT FRYER U AND TO SNB ABOVE G CABINET W1T}1 ON COMPAC- oFN REMOTE MANUAL w Q COPPER TUBE WITHOUT BOOR ONE INCH. j PRESSURE REGULATOR TO REDUCE PRESSURE TO 14"WC. SILICONE. TIED EARTH. PULL STATION F JOINTS BELOW FLOOR rFJ TYPICAL SHUT—OFF VALVE N IF HOT AND COW WATER USE FOUR INCH SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS WITH $HUT OFF VALVES p PRO Of SAND PIPES ARE INSTALLED IN G VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. SOLVENT—WELDED JOINTS. USE MINIMUM OUANTIN OF FITTINGS REQUIRED. Tp pftyED TO GAS Z BACNFILL SURROUND SAME TRENCH,SEPARATE INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS UNE. PLUMBING PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS,YAT/1 MINIMUM 30 INCH RADIUS VALVE ^ PIPE MINIMUM 4 INCHES. THEM BY MINIMUM 12'. CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. (AVAILABLE AS ELECTRICAL CONDUIT-DO NOT USE MULTIPLE ELBOWS GAS VALVE CONTROL IF ROOK SLAB IS EXISTING,SAW CUT IT,EXCAVATE, USE WELDED OR SCREWED PIPE AND FITTINGS PER PWMBING SPECS. TO MAKE 90-TURNS). PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO GAS UNE V GAS COMPANY SHALL EXCAVATE,BACKFlLL,AND REPAIR ANY PAVING VERIFY WATERTIGHTNESS. PREPARE LEAKS BEFORE BACKFlWNG TRENCH PIPEBAC nELD,SHALL REPAIR VAPOR BARRIER,AND PATCH ILAB. OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING. N17H SAND. MAINTAIN PRESSURE UNTIL BEVERAGE LINES ARE INSTALLED. PIPE SHALL HAVE LONG RADIUS TURNS WITHOUT KINKS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. GENERAL CON- G THERE SHALL BE NO CONTACT OF COPPER TUBE WITH TRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGEOTHER PIPE, DUIT.OR G STEEL NES INSTALLED IN s 9 WATER PIPEQONUNDEFR�NSLAB 10 GAS SERVICE 11 PLIVC EBEVEGRDAGE CONDUIT 12 FIRE EXTINGUISHING SYSTEM DIAG. -i w o NOT TO SCALE NOT TO SCALE NOT TO SCALE p NOT TO SCALE L:L a- 0 3/4'BRONZE TYPICAL BALL VALVE: 3/4"BRONZE BODY SCREWED PIPE MAY EXTEND '1 1 Ir J Q O VT BACKROW 3/4'BRONZE BODY, CONNECTION PRESSURE REDUC- AS WASTE OR VENT. �Y� Z N ROUND SECURED GASNETED NICKEL BRONZE ADJUSTABLE PREVENTER FULL PORT,SCREWED ING VALVE SET AT Z5 PSI. CEILING SCREWW FITTINGS/PIPE p�� -LJ I COLUMN OR ,= TOP WITH"CO'CAST IN COVER. PROVIDE CLEANOUT TOP W/TEST PLUGS. CONNECTIONS. IN CEILING PLENUM. DO NOT INSTALL VALVES PROVIDE CLEANOUT TEE 1 I I I PARTITION O !/1 .. VA1H VARIATIONS SUITABLE FOR FLOOR COVERING(CARPET INSTALLig PRV 1 1`r IN CEILING SPACE WITH SCREWED COUNTER- 1 AS SHOWN Q V X K �— MARKER,RECESSED FOR TILE,SCORIATED FOR UNFINISHED ON BOOR U ' 1 O Eli FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON IS EASY SUNK ASS PLASTIC PWG: I I PLAN. Z Li LLI E —TYPICAL PIPE SUPPORT TAPERED-THREAD W77T1 J BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. TFE JOINT COMPOUND. 7 Q Q CLEAN THE TOP OF E%POSED FCO AFTER INSTALLATION. O EXHAUST HOOD ANCHORED FROM WALL m L E V CLEANOUT MANUAL GAS VALVE WHERE CALLED IN TEE P, O MEMBRANE CLAMP FCO BOOR SLAB ON GRADE WITH LEVER HANDLE. IS CONCEALED TI A U—I FACE SHALL . CGASOO PIPE HEADER ALONG WALL BEHIND CHASE OR PARTITION, I I BE WITHIN /I� _ P L NCR3/4'x I' COOKING EQUIPMENT,APPROXIMATELY 'u PLUMBING CONTRACTOR PROVIDE AIR OUNO 16 1 I 4'OF WALL v U . „. - INCREASER - Z Q COPPER 12"ABOVE ROOK, HO $CREWED FHALL INSTALL CAS VALVE GAUGE STANLESS STEEL SURFACE.AS REWIRED FOR SAME SIZE A$SEWER VIBE 1^ FITTINGS,SIZE A$SHOWN ON PLANS. FURNISHED BY OTHERS COVER W71H BEVE PROVIDEDEPTH OF SEWER UP TO 4"MA%IMUM. WAILER4'STRAINER: BRONZE BODY, PRESSURE EDGES AND FLATHEAD EXTENSIONSERVICEEWID,STAINLESS STEEL SCREEN, .GAUGEQUANTITY AND SIZE OF CONNECTIONS „PIPE DROP OF SIZE AND' MACHINE SCREW. IF REWIRED.HUB AND SPIGOT LONG SWEEP ELBOW AT H SLOWDOWN PIPED TO FLR.DRN.CAST IRON PIPE ENTRY AS REQUIRED BY EQUIPMENT SERVED. LOCATION SHOWN ON PLAN END OR TURN OF RUN. PROVIDE MANUAL GAS VALVE LOCA- BELOW FLOOR. _� COMBINATION WYE ANO - ABOVEONZE STOP&WASTE VALVE, FL0� EppFLEXIBLE APPLIANCE CON,RESILIENT SEATID.NRS. TED WHERE ACCESSIBLE BESIDESANITARY OR STORM EGHTH BEND IN RUN. FLOOR. DRAIN OR ABOVE NECTOR FURNISHED AND SEWER LINE ENTER TOP OF PIPE. WITIyUSE A QUARTER TURN VALVE. INSTALLED BY PLUMBING CONCRETE HUB AT FLOOR REFER TO PLUMBINGJO EQUIPMENT SLEEVE :. CONTRACTOR WITH SWIVEL FLOUR RISER LENGTFIXTURE SCHEDULE DIRECTION IF POSSIBLE.•AND }...(�/ JOINTS IN BOTH ENDS. SLAB. AS REWIRED FOR FURTHER IOF ROW CAULK. /4'REDUCER. FLOOR SLAB ,,, TYPICAL 6'DIRT LEC INFORMATION. LOCATE AT BUILDING EXIT.AT ENDS OF RUNS,AT TURNS DIRT LEG" FLOOR -\1 " LONG SWEEP AT END OF LINE Li OF PIPE GREATER THAN 45 DEGREES,AT 50'INTERVALS PROVIDE BACKFLOW PREVENTER OF TIDE AND MANUFACTURE APPROVED BY TO 6'ABOVE FLOOR OR COMBINATION WYE AND EIGHTH BEND IN -- TI-T DIRECTION SHEET ON STRAIGHT RUNS.AND/OR WHERE SHOWN ON PLANS. LOCAL AUTHORIDES AND OEPAR7MENI OF NATURAL RESOURCES. INSTALL PROVIDE ANY GAS APPUANCE REGULATORS REQUIRED,OR INSTALL ANY REGULATORS - c PROVIDE BACK FILL PER ARCHITECTURAL SPECIFICATIONS BACKROW PREVENTER IN HORIZONTAL UPRIGHT POSITION. SUPPORT ASSEMBLY FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. VERIFY ROUGH-IN REQUIREMENTS RUN OF UNE. Li 11 LOCATE CLEANOUIS WHERE THERE IS 18"CLEAR AROUND, FROM WALL BRACKET OR FLOOR STAND. PROVIDE REGULATOR ONLY IF PRES- WITH KITCHEN EQUIPMENT CONTRACTOR. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST -__-{L ROW QCONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. SURE EXCEEDS 80 PSI-VERIFY, STRAINER AND REDUCING VALVE MAY BE T0.SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH i"CLEAR- PROVIDE WCO WHERE SHOWN ON PLAN,AND ON SANITARY INSTALLED IN VERTICAL PIPE PAGE LIMITATIONS REQUIRE IT. CLEAN ANCE BEHIND PIPE. MANE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED MANUFACTURER. PROVIDE WELDED FITTINGS AND JOINTS IN ANY CONCEALED VNVENENT- WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT:RIM WITHIN 4!OF FLOOR. 1p\o/) C CERTIFICATION OF LEST OF BACKFLOW PREVEN7ER TO LOCAL AUTHORITIES. ILATED LOCATION. LOCATE ABOVE CONSULT FIXTURE LOCAL CODES FOR OTHER WCO REQUIREMENTS. $ 13 FLOOR CLEANOUT 14 DOMESTIC WATER SERVICE ENTRY 15 COOKING .APPLIANCE GAS PIPE 16 WALL CLEANOUT FILE :D03072 DATE:11/20/03 S NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJ. MGR. J.R. C.M. B. FLANNERY h � � V y WALK-IN BOX SCHEDULE (BY ARCHITECT) .. BRAND: .. DD BR .. - -AD D R E S S: $ LOCATION OF WALK-IN BOX: INTERIOR - - CEILING&STRUCTUARAL HGT.WHERE BOX N/A REVIEWED FOR DESIGN CONFORMANCE,ONLY WILL BE.LOCATED INTERIOR BOXES): ' 1 74 NORTH STREET _ C C OVERALL DIMENSION OF BOX: - — APPROVAL FOR THESE PLANS BY DUNKIN'BRANDS DOES NOT IMPLY THAT Y/� S A a '- � •—C FREEZER DIMENSION: — CODES OR REGULATIONS HAS REVIEWED THEM FOR CONFORMITY TO APPUCABLE _ �' H I /'1 N N'I J,. M' -` O 2 6 Q 1 Q COOLER DIMENSIONS: - ❑APPROVED ANTE-ROOM DIMENSIONS IF APPLICABLE): : N/A ❑APPROVED AS NOTED: Submit Record Copy for Archives - REFRIGERATION SYSTEM: "CAPSULE PAK ❑DISAPPROVED AS NOTED: Revise and Resubmit - ❑INCOMPLETE INFORMATION: Add requested Informaton and resubmit F _ REFRIGERATION LOCATION: - Date: OWNER - - REFRIGERATION CONDENSING NEEDED: N/A DUNKIN'tion Ma - D O S /V L\ /I ,'C O U TO _ (REMOTE CONDENSING UNITS ONl - Construction Manager �. � �. J/-1 V - Notes: -COUTO MANAGEMENT : GROUP. - OPTIONAL ACCESSORIES: - - INTERIOR RAMP: - YES - I^�- I/-K� - M. I^..'I^q 1.6 9' M AI N STREET - DADE COUNTY SPECS: - N/A .. - (BOPI r EI o ' � @ � <I { . CASTERS FOR SHELVING: -TBD BY OWNER VV ll..Jl W LJL/l.J IIJJVVII_J_) S T O N E H A�M, MA 021 80 ARCHITECTS NOTES: - NONE - _ - .. - - - L -CAP SULE PAK REFRIGERATION HAS BOTH THE CONDENSING UNIT AND EVAPORATOR SYSTEM MOUNTED ON - - - - � THE TOP OF THE WALK-IN.THIS SYSTEM REQUIRES 24"CLEARANCE BETWEEN THE TOP OF THE BOX AND -THE BOTTOM OF THE STRUCTURE THE AREA WHERE THE BOX IS TO BE LOCATED MUST HAVE A MINIMUM - - HEIGHT OF 10' IN ORDER FOR THIS REFRIGERATION SYSTEM TO BE AN OPTION.EVAPORATOR IS FLUSH TO INDEX OF DRAWINGS _ - A D A STATEMENT - BUILDING DATA THE COLING/WAU,NOTHING EXTENDS INTO THE REFRIGERATION SPACE.MAXIMUM COMPARTMENT SIZE IS -- : - - - - - z Yx14.-TYPICAL HEIGHT OF THE WALK-IN BOX USING THIS REFRIGERATION ISY-Y Tl. TITLE SHEET, ARCHITECTURAL DATA _ ' I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS FOR THIS USE GROUP: :. B �j v - - PROJECT WERE DRAWN IN ACCORDANCE WITH ALL FEDERAL, TYPE OF CONSTRUCTION: -TYPE V STATE AND LOCAL LAWS, INCLUDING, BUT NOT LIMITED TO, THE 3Q�� Al PROPOSED FLOOR PLAN;' SCHEDULE; NOTES; LEGEND; AMERICANS WITH DISABILITIES ACT (THE "ADA"), THE ADA STORIES: 1 ABBREVIATION INDEX DETAILS ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ALLOWABLE FLOOR AREA: 6000 S.F. A2 REFLECTED CEILING & ELECTRIC LIGHTING PLAN; ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS ma- & AND GA. GAUGE Q.T. QUARRY TILE SCHEDULES; LEGEND; NOTES; DETAILS ACTUAL FLOOR AREA: 849 'S.F. . �N ao - O: AT : LVI GALV. GANIZED OTY. QUANTITY Al. AIR CONDITIONING GYP.BD. GYPSUM BOARD R.A. AWED DOMECQ A3 INTERIOR ELEVATIONS; KEY PLAN; DETAILS; SCHEDULES : Date: OCCUPANCY LOAD:, ._- - r/� <Liw -' A.D. AREA DRAIN HDWD. HARDWOOD .. RAD. RADIUS - - ARCHITECTS SIGNATURE HERE FIXED SEATS: . 0 PERSONS moa A.F.F. ABOVE FINISH FLOOR HDR. ..HEADER - REF. REFRIGERATOR K1 - EQUIPMENT PLAN; BACK;BAR ELEVATIONS - - - W F a.. ALUM. ALUMINUM N.N. HOLLOW METAL REINF. REINFORCING EMPLOYEES: 3 PERSONS- - - - - 3 Q ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION K2 EQUIPMENT SCHEDULE - DUNKIN, BRANDS REFERENCES- TOTAL OCCUPANCY: 3 PERSONS - _ - - - APPROX. APPROXIMATE- HGT. HEIGHT - REQ'D' REQUIRED K3. EQUIPMENT SCHEDULE '. ;'., BD. BOARD I.D. INSIDE DIAMETER "RESIL RESIUANT BLDG. BUILDING - INSUL INSULATION _-RM. ROOM - K4 EQUIPMENT SCHEDULE DUNKIN' BRANDS SPECIFICATION BOOK (ISSUED 1/31/98) - BM. BEAM INT. INTERIOR - R.O. ROUGH OPENING .. , BSMT. BASEMENT JT. JOINT SCHED. SCHEDULE E1 ELECTRIC PLAN c- NATIONAL ACCOUNT SOURCE - (ISSUED 6/13/01), BTWN. BETWEEN. KIT. KITCHEN - - SEC. SEcnGN - - - - - - - INFORMATION BOOKLET - • BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT M- SPREAD: C.L. CENTER UNE LAV. LAVATORY SHT. 'SHEET P1 PLUMBING PLAN;_SYMBOL LIST DUNKIN' BRANDS EQUIPMENT - (ISSUED 6/9.7) C.T.' CERAMIC TILE LT. LIGHT SM. SIMILAR FREEZ R CORE MATERIAL: 25 . ... CLG. CEILING - MAS MASONRY :-SPEC. SPECIFICATION .. ..- - ... .. _ SPECIFICATION BINDER.. CLOG CLOSET - MAX. MAXIMUM So. SQUARE - -- '- - FREEZER METAL METAL PANEL:- _ 25 ON CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL - .. - 1999 FDA FOOD CODE (ISSUED 1999) - - CMU CONC.MASONRY UNI MTL- _METAL' STD. STANDARD - COL COLUMN MFR. MANUFACTURER STL STEEL .. - FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND CON T.T. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED SMOKE DEVELOPMENT RATINGS: - -- * CON CONCRETE MIN. MINIMUM S STRUCTURAL - CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/76-200): FREEZER.CORE MATERIAL: 250 '' USP. .. ' CONST. CONSTRUCTION M.O. MASONRY OPENING TEL TELEPHONE - - - MATERIAL - FLAME SPREAD SMOKE FREEZER METAL PANEL:- - OVER 500 DEPT. DEPARTMENT MID. MOUNTED THK. THICK _. - - RATING DEVELOPMENT - DTL DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH- : : FIBERGLASS REINFORCED PANELS 175 135 BASED ON THE FOLLOWING CODES D.F. DRINKING FOUNTAINNO.. NUMBER T.O.P. TOP OF PLATE - - VINYL WALL COVERING 5 5 - < DIA. DIAMETER NON. -NOMINAL - - T.O.S. .TOP of STEEL - - 2012 INTERNATIONAL PLUMBING CODE - - PLASTIC LAMINATE 30 200 - DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL TOP OF SLAB - 2012 INTERNATIONAL MECHANICAL CODE _ O DISP. DISPENSER O.A OVERALL 7RT. TREATED - - - ENAMEL PAINT ON TRIM DOOR 5 _ ON. -.DOWN D.C. ON CENTERTW.-� TYPICAL ': FRAMES WOOD SHELVING .. 2011 NFPA 70 V) DR. DOOR O.D. OUTSIDE DIAMETER : V.C.B. VINYL COMPOSITION BASE - 2012 INTERNATIONAL FUEL GAS CODE-- -WOOD S'FAIN NATURAL WOOD SURFACES �-5 � � Z D.S. DOWN SPOUT OPNG OPENING V.O.T. VINYL COMPOSITION TILE - CLEAR SEALER NATURAL WOOD DOORS 5 - 2012 INTERNATIONAL ENERGY CONSERVATION CODE - O m 2012 INTERNATIONAL RESIDENTIAL CODE DWG. DRAYANG OPT. OPTIONAL VERT. VERTICAL - ACCOUSTICAL CEILING TILES - 23 Z y1 'EA EACH. PL: PLATE V.I.F. VERIFY IN FIELD W• - - - - F N .. -EL ELEVATION Pl AM. PLASTIC LAMINATE - V.W.C. 'VINYL WALL COVERING - - .. .. ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH - V EQ. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET - - - - - w F EQUIP. EQUIPMENT . PR. PAIR WD. WOOD SEATING: DUNKIN' BRANDS DATA -•� z ' EXIST. EXISTING - � � ,PROP. PROPERTY W/0� WITHOUT : - � - - v — . ENT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING •. .. Z - F.D. FLOOR GRAIN P.S.I. PER SQUARE INCH WT. WEIGHT - - _ - '' OF TABLES. 0' . FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH :.. .. STORE. DIMENSIONS: . FL FLOOR P.V.C. POLY VINYL CHLORIDE SQ. FOOTAGE # OF BARRIER FREE SEATING UNITS 0 F.O. FACE OF - - - - RETAIL SERVICE AREA 416 SQ. FL - # OF SEATS AT TABLES (INCLUDES HCP) 0 FT. FOOT . Q FURN. .FURNITURE . - _ .. .., .. � . �' � SEATING AREA 0 SQ. FT: ..- # OF SEATS AT SIT DOWN COUNTERS. 0 .. I--- •r PREP AREA 231- SQ. FT. # OF SEATS AT SOFT SEATS 0 .. GRAPHIC SYMBOLS Q STORAGE/ REST ROOM/ OFFICE AREA 168/ 0 /34 SQ. FT. TOTAL # OF SEATS O Q I— z w FINISH NUMBER LIJ _j O, SECTION NUMBER WALK IN FREEZER 0 SQ. FT. Al . . ;- • .�� : .. ELECTRICAL SERVICE z w D- Q z 2D2 SHEET NUMBER P zl WALK IN COOLER AREA 0 SQ. FT. F.c f N = SECTION FINISHES 325A .120/240V 3PH aw FREEZER/ COOLER COMBO AREA 0 SQ. FT. o — Cn DETAIL NUMBER TOTAL: 849 SQ. FT. IMAGE TYPE: CAPPUCCINO BLEND m z-0 W U U DETAIL 301 O J 4T SHEET NUMBER REST ROOMS COMBO FRESH BREW - ORIGINAL.BLEND DD/BR �� I— F- NUMBER p DETAIL SIGNAGE: _ < 1a. NUMBER OF RESTROOMS 0 _ PARTITION KEY DOOR MARK PUBLIC ACCESS TO REST ROOMS NOTE: ALL SIGNAGE TO BE DUNKIN' DONUTS LATEST DESIGN U t*. - AND SUBJECT TO APPROVAL BY TOWN AND LANDLORD. PARTITION TYPES HANDICAP ACCESSIBLE - SIGNAGE FILED UNDER SEPARATE PERMIT BY DUNKIN' Q DOOR - DONUTS SIGN MANUFACTURER. n DRIVE-THRU: EQUIPMENT TAG COLUMN REFERENCE GRIDS YES/No YES SHEET NUMBER OF DRIVE THRU WINDOWS 1 OOR MENU BOARD SIZE (SINGLE COMBO) SINGLETl DRAWING NOTES INTERIOR ELEVATION INDICATOR - CAR LENGTHS FROM MENU TO WINDOW 5 WALK IN FREEZER/ COOLER: JOB :D13152 STACKING (TOTAL # OF VEHICLES) SEE SITE BY OTHERS ESCAPE LANE BY SITE ENG. REMOTE COMPRESSORS REQUIRED N' DATE:04 28 14 PC - j DRIVE THRU TIMER SYSTEM BY DUNKIN' DONUTS DISTANCE FROM COMPRESSOR TO BOX ON TOP. C.M. V. LANGLEY LEGEND: STUD EXISTING WALL TO �,� BE RENOVED EXISTING STUD WALL, -" •—C - - 2x4 OR 2x6 SD � `yw -• '' ® ..WALL O 16"O C NEW STUD WALL, 2.4 OR 2.6 STUD WALL O 16"D.C. ` GENERAL NOTES :. .. ... .. - .. .. .f ADDIITIONALNFF INFORMATION NOT CONTAINEDWIN THE DRAWINGS.SPECIFICATIONS T'OR, A.GENERAL 0 .. 'B.GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING AT SHELVING 3. 'COMPARTMENT SINK,T&S SPRAY BRACKET,POT RACK,HAND SINKS,MOP.' SINK,FAUCETS, TIME CLOCK,CRAB BARS LAVATORIES,HAND DRYERS,MIRRORS • - PAPER TOWEL DISPENSERS,SOAP DISPENSERS,OTTER ACCESSORIES,ETC. - C.REFER TO THE'K'DRAWING(S)FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT. - -' - D.GENERAL CONTRACTOR SHALL INSTALL 2"x8"BLOCKING FOR SANDWICH STATION, TOP OF BLOCKING O 4'- S 4"A.F.F.ALSO BLOCKING FOR VDU MONITOR j1 E.ALL TOILET.WALLS AND OFFICE WALLS TO HAVE ALUMINUM FACED FIBERGLASS INSULATION. F.SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE Q _ . FOLLOWING SITE FURNISHINGS(ALL BY WAUSAU TILE): TABLE WITH SEATING L - ff3138D3,ADA TABLE WITH SEATING ff3139D3,TRASH CAN NEXT TO r � EXTERIOR SEATING AREA yTF1020A5,TRASH CAN WITH CHUTE NEXT TO 2' '- - - DRIVE-THRU AREA/AF1021A5,GROUNDSKEEPER SMOKING MANAGEMENT Q m N - RECEPTACLE COLOR: BEIGE,02570-8&(OPTIONAL) .- G.PROVIDE FIRE EXTINGUISHERS,TYPE ABC,WALL HUNG,TOP O 5'-0"A.F.F.(BY w N N V GG).-NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE 3 Q m -- - _ ` " - , H.IF A LARGER OFFICE IS REWIRED,EXPAND TOWARD BON,NOT FOH. p Z. 1.BEVERAGE REFRGERATOR TO BE 5 HIGH WHEN NOT PLACED.AGAINST WALL. N .. a y 4 O NOTE: - J.HANDICAP REQUIREMENTS 4" _ t MI r • 8 o t Er NOTCH LLWORK THE GENERAL CONTRACTOR WALL ACQUAINT HIMSELF WITH THE HANDICAP 0_ h! G.T.BELOW O� I i O Nt4 :ov. imr _AROUND BUMP-WTI • - • - REQUIREMENTS OF THE APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT • � I 0:m I (,7_® - - �p • IN CORNER _. _ _ _ _ _ (ADA)AND INSURE THAT THIS FACIUTY WALL BE ACCESSIBLE THE FOLLOWING IS • F O N VJI EE PARTIAL UST OF REQUIREMENTS: >: DR COFFEE STATION - 2 AISLES MINIMUM 36"WIDE W i - �- - v. S I 2 � � a - � A 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. � � N W - `" 1 O ":. e - - 3. MAX SLOPE OF 5%OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS,ALL - M m O Q A i❑ 1 _ - _ - - - • OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP.UP bE RE iCB .. .. • 4. SI EXTLK OR LL BE A`�MIN`IIMUM 4'-0*WIEE WITH A 5x5 PAD IN FRONT3 JIoR lolxeoe I OU SWIN N D S PER - Q S. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT 34" w 5 W V AND 19"ABOVE THE FLOOR ON A M SIDES AND-6 E1(TEN.BEYOND ME cS 'TOP DOORS S WILL HAVE OF THE RAMP A MINIMUM OF AR O B. ALL DOORS DOOR. E A MINIMUM OF 1'-8"CLEAR ON THE LATCH(PULL) - - ,v� � o� �m TRASH _ SIDE OF THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT WILL BE. cyi 2.-0") I TRASH - . - - _ 7. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2"HIGH. • O O O Q Fwltl Locate ` ... -. 8. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 387.AND 42"ABOVE THE _ FLOOR. ` p CONDIMENTS - ' - - 90 DOORS TO HAZARDOUS AREAS TO HAVEKNURLED HANDLES. , 0 Q : VVallcovenng - " _ a. LAVATORY TO HAVE LEVER HANDLES,SPRING FAUCETS OR SELF 4' . .. .y I g. .. .. x METERING FAUCETS. b. A COAT HOOK 54"ABOVE THE FLOOR WILL BE MOUNTED ON THE . BACK SIDE OF THE HANDICAP STALL DOOR. 4y LOCATE THE WATER CLOSET 18''FROM THE CENTER LINE OF THE 1 - FIXTURE TO THE WAIL THE SEAT WILL BE 1Y TO 19"ABOVE THE • a _ - - _ _ - -- FLOOR TO THE TOP OF SEAT. W. 1 tl. PROVIDE TWO 42"LONG x 1'1/2"OUTSIDE DIAMETER PENNED GRAB 0 1e w ._____ BLE T P. PAR LOCATION AND REAR CRAB BAR.WHEN1 1/2"FROM THE WALL WITH ONE QUA TA BAR 3EVENIND AT S'FROM ABOVE WALL AND ONE ADJACENT TO AT 12"FROM THE WALL 33'-36" - TALL x 1 MAX.MA1 X,$pgClry[j .. 4 - PARALLEL TO AND ABOVE THE BOOR:WHEN A TANK PREVENTS REACH 0. THE TANK. IN ♦ O. ius _ -T I r- LAVATORY TO BE MOUNTED 32 ABOVE THE FINISHED FLOOR TO RIM COOLER Wy 2 4 S _ mr O I Q y z I. NSTALL MIRRORC 36 FABOVENTHE FINISHED2FLOOR(TO BOTTOM)AND a S -FIFE'. Q - — ' TI ��9"CLR.�.- TI Q 72'TO TOP. -F rF 2'-9" N n .,H W 9• DISPENSERS TO BE MOUNTED A MAXIMUM OF 42"ABOVE THE FLOOR QO L. TO ALL OPERATING OR DISPENSING SLOTS.. IPQ " _ - _ QUEUE RAIL DETAIL FE��/ /� �• p `' pACCESSIBLE h• TOILET PAPER DISPENSERS MOUNTED 19"TO CENTER LINE ABOVE o ." NOTE - FIXED ACCESSIBLE VTAULE .. 11.,ACCESStGNA IBLE THE PARKING SPACES.WITH THE(ADA). 0. LOADING ZONES.RAMPS..AND O m „�. .. MAXIMUM DISTANCE APART FOR A SEE DETAIL ON SHEET K1 12.ON TOILET DOOR(S),SIGNAGE IS REQUIRED WITH RAISED LETTERS AND IN ♦ - - TWO POST QUFlNG RAIL.INSTALLATION , �_Z W - \® ° BRAILLE INDICATING"MEN"OR"MOMEN MOUNT 5'CENTER AFF OPENING SHALL BE BE T-0" SIDE OF DOOR.SIMILAR SIGNAGE REOUIRED IF BUTTONS PROVIDED. - 1 P N K.FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE .. L d N INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P.AND CERAMIC TILE _ J 2 2 ♦' - _ - TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS N Q 1. .PREP AREA AND STORAGE AREAS 0'-0`TO 3'-0": 5/8"OUROCK-CEMENT W F BOARD.3' 0"&RVICE AREA. /8*MIN. PLYWOOD PLYWOOD. 2.- - : PROVIDE DOOR - - ® - 3..SEALES AND SEATINGBAREAS: MIN. GYPSUM BOARD. P O - - - VIEWER CENTERED IN L GENERAL CONTRACTOR TO PROVIDE FOR .O.S SYSTEM AS SHOWN ON Z RAWNGS OR FOLLOWING EXIST. WALKWAY ^I K`A,^v ._ '_ _ _ _ 56 " - ELECTRICAL1. 12 I.D.FROM 4z4z3 JUNCTION BOX,AT A MINIMUM ELOCATED BEHIND OFFICE DESK UP EXIST. VY Y1 Lf�VYF'1 I DOOR AT 5' 0" A.F.F.: ALT.117 .- • - NATION ALT.A - - FALL TO ABOVE CEILING. - ' - - - - - NATIONAL GUARD -. " _ 2. FROM A HUB IN THE FRONT LINE CHASE UNDER SLAB TO WALL-BEHIND'. 1/4"TEMPERED - PRODUCTS MODEL DISPLAY RACKS PROVIDE THREE(3)2"CONDUITS WITH 2'-0"SWEEPS AT (n SAFETY GLASS - VGLF-WD.9•x5 _ CLASS ENDS TERMINATE ABOVE THE CEILING.(UNDER FLOOR IF BASEMENT). J EXIST. PLANTERS EXIST. PLANTERS R- y PEEP HOLE 5 UCHT 3. 1"I.D.CONDUIT USE BEHIND THE DRIVE T TOM TO i STATION UP WALL TO z -. ° -. ,. % SOT - REQUIRED SO NO-WIRING FRAMEIDE NEAREST Q Q :. ;�' J REFILL IF LESS WUBEHIN s PROVIDING' AT BOTTOM CHASE AS OT. FFICE 4. 2 x4"ELE ICAL X A.F.F.WITH 1"CONDUIT IN WALL TO ABOVE LLI Z - c ONLY E E - NOTE 1FiATT THE MAXIMUM LING. 3CONNECTIONO LENGTHING IN VDU(S)AND FOR VDU m - r 5 KICK- DEDICATED CPU IS 75'-0"AND ONE TELEPHONE JACK IN OFFICE TO BE AN L I- 0 • 18"SQ.. 'j PLATE I$D N LLENE.NQTIFY DUNKIN'DONUTS IF NOT REGIONALLY AVAILABI"E. LWiL Q LlJ Z LOUVER "� S. LOPTONALj 2 x4 ELECTRICAL BOX IN FRONT LINE CHASE WITH 1 CONDUIT Z 0 V O OVER TO HUB AT MAIN CASH STATION.THIS IS FOR COUNTER MOUNTED U Q —) U . - - pF OFFICE NOT VDU UNIT AT COFFEE STATION. - ONLY USED _ M.NOTE: "P.O.S.".ALL POWER OUTLETS FOR P.O.S.DEVICES ARE DEDICATED O � Q W Q CIRCUITS WITH THIRD WIRE ISOLATED GROUND.AN IG IS AN.INSULATED WIRE, OJ x A SEPARATED FROM ALL OTHER GROUND WIRES.RUNNING BACK TO THE BUILDING O L d L U y B C .MAIN OR COMPLEX POWER PANEL NEMA STANDARD L5-15R I.C.FOR m Z L.I.J - .- O = J ._ � - RECEPTACLE AND P UG U OF IG PROPOSED FLOOR PLAN HUBBELL IIGG-5262,C-53622 OR EQUDUPwnnOR W ADPLEX OUT ETS (LE, Q V J F ,•i 1 -� '` - •- DOOR- TYPES t N GC.SH DETERMINE PROCEED WITH CONSTRUCTdN UNTIL V.D.U.LOCATIONS ARE:- ' r� O (n w SCALE: 1/4" = 1'-0" - .. • O.COORDINATE UTIUTY LOCATIONS NECESSARY FOR OPTIONAL TRAINING MODULE " - - - - P.STANDARD HOT WATER HEATER IS TANKLESS HOT WATER HEATER BY RINNAI. COORDINATE EXACT SIZE W/LOCAL REQUIREMENTS.ROTATE SO FLAME IS _ /�L� OPPOSITE MOP SINK.PROVIDE DIRECT LINE W/TEMPERATURE REGULATOR VALVE - Ll-I • DOOR SCHEDULE - SELFTO AVENTINGG TYPE F USED.ND WASHING SINKS. RUNLVENT TO BTOSOUTSIDE WALL DARD TANK UNIT-THE 0- Q 0.PROVIDE WATER FILTRATION SYSTEM(BRANCH OFF MAIN LINE)FOR COFFEE MARK SIZE TYPE MATERIAL DOOR RN. FRAME DETAIL:THRESHOLD HARDWARE FRAME FINISH REMARKS BREWING EQUIPMENT,ICE MACHINES,POST MIX LOCATE AS SHOWN. Z , N0. W H TNT E%T NO. SET NO. TNT R.PLANS CALL FOR FIBERGLASS INSULATION IN WALLS.IT CAN BE KRAFT FACED. - - E%T EXPOSED KRAFT FACED INSULATION TO BE FlRERATED TYPE,OR REGULAR '3'-0•Y-0"x - ALUM.AND KRAFT FACED INSULATION TO HAVE MINIMUM OF1 2 GYPSUM OVER.IF CEILING, 1 3 4•. :•A•, GLA FACTORY ALUMINUM ALUMINUM �I., FACTORY DARK BRONZE ANODIZED /" 3'-0 z 6'-6' :'E• $DUD CORE FACTORY METALLW 2/A1A NONE /2 PT-02- SEE NOTE USE 5/8 TYPE k'GYPSUM. S G.G WALL T RESPONSIBLE TO INSTALL ALL INTERIOR GRAPHIC ELEMENTS 2 ME N LAMINATE - SUPPLIED BY THE MILLWORK SUPPLIER. SHEET 3-0 x 6-8 x SOLID COR pT-OS HOLLOW 1 qtA'.:NONE- PT-02 1 1 2 a 1 2 SPRING HINGF. T.GG TO PROVIDE BRUSHED ALUMINUM CORNER GUARDS WI1H 2"LEGS TO ALL N. "B" BIRCI1 METAL / BS UNDERCUT 1 Y SALES AREA OUTSIDE CORNERS 3'-0 6'-6"x SOUO CORE PT-OS HOW -PT-02 UNBFRQIT A/2" U.BRONZE COLOR MYLAR ROLL DOWN SHADES ARE OPTIONAL AT GLAZING - 4 1 3 4 B. BIRCH METAL I/A1A;.NQNE B3 V.TABLES ARE TO BE FREE STANDING EXCEPT FOR ADA TABLES,AND OTHERS HOLLOW PT-0 HOLLOW - PT-D2 NOTED AS TO BE BOLTED TO THE BOOR. • -' .0 METAL METAL 1/AW ALUMINUM @5 T-Dfi WELDED FRAME .. W.DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. Al 3-0 x 6 6"B.D. 'FACTORY - DOOR&FRAME BY FREEZER BOX MANUR X THESE PLANS ARE BASED ON MINIMUM DUNKIN'.BRANDS CORPORATE DESIGN s 4'-6 x 7'-a R.O. JOB : D13152 RA DESIGN R IREMENTS 7HE STRUCTU L FOOTING EOU DESIGN,ADA COMPLIANCE - - - DOOR WITH FORMICA'PL-43.BRICHTON.WALNUT, NO • SEE DOOR HARDWARE SCHEDULE ON SHEET A3 ... AND GENERAL.BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL BOTH SIDES. EASY SWING 3 4"DO T, NOTE. DATE: O¢ 2$ 1¢ - _ / 4. ADA STATE AND LOCAL CODES ' - "3 FOR 38"x80"FINISHED OP VERIFY ALL DOOR SWINGS ON FLOOR PLAN - BOTH SIDES.SIZE 35 3/8"x78 1/SI x/ OPENING., NOTE Y.ALL LV.L HEADERS TO HAVE 2 JACKS EACH SIDE BLACK KYDEX KICK PLATES BOTH SIDES SEE SOURCE INFORMATION (PC : '. ' C.M. V,. LANGLEY y r DRIVE-THRU EXISTING EXTERIOR SEE P.O.S.LIGHT TO REMAIN SEE P.O.S. NOTE'C' EXISTING HEIGHT NOTE'C' ' • i o..•'E: 8= , _ F _ -.CONVENIENCE POWER NOTE- D 4 4 GENERAL NOTES: NOTE: C CONVENIENCE POWER IS NOT PROVIDED ON THIS PLAN. LOCATIONS FOR CONVENIENCE - �¢2, 8 W - 1 s - 1)REFURBISH EXISTING CEILING GRID;REPLACE WILING TILES; % - POWER TO BE REVIEWED W/ FRANCHISEE TYPICAL LOCATIONS FOR ADDITIONAL OUTLETS 4IIE\fU�.,(III EXISTING SOFFIT TO REMAIN FRONT AND.BACK UNE COUNTERS,OFFICE,ABOVE CEILING IN SALES AREA AND VESTIBULE SEE P. - ND 'O.S.. ROOF FOR HOUDAY LIGHTING. 1 .2)REPLACE EXISTING LIGHT FIXTURES IN EXISTING LOCATIONS 4 ENERGY EFFICIENCY WIDEUNES - 3)REMOVE PENDANT LIGHTS&REPLACE WITH NEW 2'x 2' 1.RELAMP&REBALAST.FlXTURES - < 1 OR 2'x 4'FIXTURES/VERIFY LOCATIONS W/OWNER INTERIOR:FROM T12 TO SUPER TS FLUORESCENT LAMPS - EXTERIOR: FROM EXISTING TO APPROPRIATE WATTAGE PULSE START METAL HALIDE 1 i HD L D 4 k 4)EXISTING V X 4-FIXTURES TO REMAIN LAMPS&FIXTURES-'SEE DBI'S SITE LIGHTING CRITERIA FOR MORE INFORMATION PREP AREA a z z 2.INSTALL ANALONCY SENSOR CONTROLS IN BATHROOMS.OFFICES&STORAGE CLOSETS Fi .4 E'er L 5)WAINSCOT TREATMENT: NEW WALLCOVERING OVER EXISTING LAMINATE 3.REPLACE ANALOG HVAC THERMOSTATS W/PROGRAMMABLE THERMOSTATS I f1 vY.� o - 4.0 INSTALL THE CLOCKS W/INTERRUPTIBLE CONTACTORS ON CIDER MODEL BAGEL OVENS CT-03 GIN Y d V".1 _ - = 8)PROVDE NEW WOOD CHAIR RAIL - - 5.ELECTRICAL PANEL - - rti.��i Sj 5,REPLACE EXISTING WALK-IN COOLER&FREEZER MOTORS W/ELECTRONICALLY w EXISTING HEIGHT. 4z •S., - 7)OWNER TO DETERMINE WHICH FLOORS TO REMAIN AND WHICH TO BE REPLACED COMMUTATED MOTORS S.IMPLEMENT A VIES-BASED ENERGY MANAGEMENT SYSTEM 8) PROVIDE OUTLETS IN SALES AREA FOR WIFl; VERIFY QUANTITY \` , H'O 1•� r„, AND EXACT LOCATIONS WITH OWNER - NOTE: SEE DBI'S."ENERGY EFFICIENT&FUTURE FRIENDLY STEPS TO SAVE'PAMPHLET FOR SEE P.O.S. A17 y �+m .� )%'y L D 4 MORE INFO. NOT ALL GUIDELINES MAY APPLY TO EVERY STORE-CONSULT CONSTRUCTION W NOTE'A' a .. - Z Sp C 03 EXISTIN ` _ MANAGER/OWNER ' NOTES w OFFICE I N 4 =;,�:' 1.PANEL BOARDS ARE PROVIDED INREVISING FOR CHECKING TOTAL SERVICE REQUIREMENTS E.C. o+ SHALL USE JUDGMENT IN REVISING CERTAIN CIRWITS AND ARRANGING EQUIPMENT ON �/ Q CT-03 4 ', <1;T: - PANEL BOARDS IN THE MOST ECONOMICAL MANNER.E.C.SHALL DETERMINE FINAL . m v �j"LE 1f•. 1 SERVICE LOAD REQUIREMENT FROM LOADS:GIVEN IN PANELBOARDS AND PROVIDE d b'- z SERVICE ACCORDINGLY. - O P1 X 2 INSTALL ALL ELECTRICAL OUTLET BOXES HORIZONTAL AND FLUSH IN WALLS WHERE W 2 CO,RID- - 8-0 �:;'t)3"1•I' 5 1 _ POSSIBLE PROVIDE APPROPRIATE FLUSH MOUNTING RECEPTACLE BOXES AND CONDUIT O1 CT-03 -A17 PX-JO' 1 AS REQUIRED FOR MOUNTING OF OUTLETS ON CONCRETE WALLS. N O : FIRE ALARM SYSTEMS _� ).1tt;Y ti. - &EXTERIOR.SIGN JUNCTION BOX TO BE MOUNTED ON INSIDE OF WALL EXTEND CIRCUIT //� N W W -s•'• bA.I - THE FOLLOWING ARE GENERAL APPLICATIONS FOR FIRE SYSTEMS CONTRACTOR IS TO VERIFY SYSTEMS COMPLY TO 9CN. {/, Ml Q Z 2 4.SEE TECHNICAL REQUIREMENTS FOR THE COMTREX SYSTEMS CORPORATION DUNKIN' T m O Q - STORAGE •,2�),•" W/ALL STATE AND LOCAL CODES BEFORE INSTALLATION/RELOCATION. :.DONUTS P.O.S.SYSTEM'FOR ALL INFORMATION RELATING TO CASH REGISTER WIRING W 2 I. j j ?)Ir•[[� �T .(FURNISHED BY DUNKIN'DONUTS.) 3 J 1 _ g FIRE WARNING SYSTEM(HORNS AND STROBE LIGHTS)TO BE INSTALLED IN ACCORDANCE'- S PROVIDE CORD WITH GROUND AU CAP FOR EACH COFFEE MAKER AND CARBONATOR. C a CT-03 T ,-0_t7• - !_ F WITH ALL STATE AND LOCAL CODES 6.SEE INTERIOR ELEVATIONS FOR.DIMENSIONS AFFECTING.THIS WORK. C w - EXISTING HDCHT - 1 )<� •�° D 4 - - - - 7,SEE SHEET K2 FOR EQUIPMENT.CONNECTION REQUIREMENTS y "' " SD'SMOKE DETECTOR W/BATTERY POWER BACK-UP,MOUNT AS REQUIRED. - - &E.G SHALL PROVIDE MUSIC SYSTEM PER DUNKIN'DONUTS SPECIFICATIONS. - - COO INATE NEW U HT B:E.G SHALL PROVIDE DOORBELLS AND BUZZERS PER DUNKIN'DONUTS SPECIFICATIONS. CT 03 EXISTN A r 'WIT HNC AIN WITCH T - - - 10.E.G SHALL VERIFY LOCATION OF EQUIPMENT WITH DUNKIN'DONUTS FRANCHISE OWNER. < -'' F � � �HD HEAT DETECTOR W/BATTERY POWER BACK-UP.MOUNT AS REQUIRED. , PYLON AND EXTERIOR SIGNS POS NOTE - - - GENERAL CONTRACTOR TO PROMDE FOR P.O.S SYSTEIA AS SHOWN ON ELECTRICAL DRAWINGS OR,AT MINIMUM CONNECT E%TERIOR 9GN5 TO CIRWIT A31._. ' SEE P.O.S - EXISTING SOFFIT REMOVE EXISTING LIGHTS _ THE FOLLOWING LD. CONDUITS - A 2 1 Y I.D.FROM E FRONT JUNCTION BOX LOCATED BEHIND OFFICE DESK UP DTHEISPLAY WALL S ABOVE CEILING. - NOTE'B' TO REMAIN XISRNG CONVENIENT : B)FROM A HUB IN THE FRONT LINE CHAT L NOES-SLAB TO WALL BEHIND DISPLAY RACKS PROVIDE THREE�- ELECTRICAL PLAN KEYNOTES - e UNEOF DONUT STORE; GRID TO EXISTING EXTERIOR M - DI SPLAY,RACKS REMAIN;NEW CEILING UGHTS TO REMAIN : (3)2'CONDUITS WITH 2'-0'SWEEPS ATTENDS TERMINATE ABOVE CEILING.(UNDER FLOOR IF BASEMENT). 7 EXTERIOR LIGHTS,.PHOTOCELL ON,TIME CLOCK OFF.: BELOW TILES AS SHOWN- - - C)1'I.O.CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE CEILING i' D)2'x4'ELECTRICAL BOX 6'-W A.F.F.WITH 1'CONDUIT IN WALL TO ABOVE CEIUNG CENTER 32.32'x3/4' ❑2 POWER FOR EXTERIOR.SIGNS.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. PLYWOOD BLOCKING IN WALL FOR VDU UNIT. . W. - -' - THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT LINE CHASE IS - 75'-W.THE CONNECTION THEN GOES TO THE OFFICE.G.C.TO PROVIDE ONE ISDN TELEPHONE JACK IN THE 'NOTE 'P.O.S.',ALL POWER OUTLETS FOR P.O.S.DEVICES ARE DEDICATED CIRCUITS WITH. OFFICE.NOTIFY DUNKIN'DONUTS IF ISDN SERVICE IS NOT REGIONALLY AVAILABLE THIRD WIRE ISOLATED GROUND.AN IG IS AN INSULATED WIRE SEPARATED FROM ALL SERVING AREA - E)(OPTIONAL)2'x4'ELECTRICAL BOX E FRONT LINE CHAT WITH 1'CONDUIT OVER TO HUB AT MAIN CASH PANEL NEMA STANDARD GROUND WIRES.RUNNING L5-1SRB G.FOR THE RECEPTACLE ACK TO THE BUILDING MAIN AND PG..COMPLEX E OF IIGG STATION.THIS IS FOR COUNTER MOUNTED VDU UNIT AT COFFEE STATION. DUPLEX OR QUADPLDL OUTLETS: (I.E.,HUBBELL IG-526Z IG-5362 OR EQUIVALENT).- EXISTING HEIGHT .^ SALES AREA-- - - - LED LIGHT FIXTURE DESIGN NOTE: SALES AREA OPTION LIGHTING SCHEDULE: 0 (EXISTING) _- .. Y ALTHOUGH FLUORESCENT LIGHT FIXTURES ARE _ - LIGHTING SCHEDULE.. N - SHOWN AS THE STANDARD DESIGN OPTION,IT IS LE0.3 DESCRIPTION MANUFACTURER PRODUCT. • - - HIGHLY RECOMMENDED THAT LED LIGHT FIXTURES CODE U � REFLECTED CEILING & ELECTRIC LIGHTING PLAN BE CONSIDERED.ALL FLUORESCENT FIXTURES BACKROOM OPTION INTERIOR (n SHOWN HAVE LED ALTERNATES AVAILABLE 1 :2%4 REC.FLUOR.W/ACRYUC LENS 6 WM T8 MET .2GRSin2A+UNV-ADV-EEX Z> _ - SCALE: 1�4" = 1'-O�' - - THROUGH VILLA LIGHTING,AND QUOTES CAN BE LED-6 LED-4 O m ID ZXO PARABOLIC'TBWM(NOOVFIRA MLT 2FD3GX33E361-VNV-ADV{EX-0A0 _ OBTAINED FOR BOTH LIGHT PACKAGE TYPES. T AID0 2x4vARABOUC TBWM(OVEPIA MET '2EP3GX332S362-UNV-ADVEEX-0AO (n Z . - '•.. IDD. 2%2PARAISOIIGW T6WM MET -.2FP3G%2U6S33I-lAHV-0L' 1 OLLJ N .. •+ .. 'B 42W.COMPACT FLUOR.DOWNUGHT HALO '' `...H880E-87DC & WD10.-INDIRAEC RATHROOMi)41T LOL - ...CiS2GPF2FT•12DCD Q MUSIC SYSTEM NOTES: - ' TRACK HEAD-OPEN STYLE' HALO L703MBW YOWLEDLAMP W F 4 MENU60ARDLIGNTTHM-IrAr EWPTIPAR F14 va S22.120.1XX W/LENS COMBO ONLY) O ? STUD FRAMING THE MUSIC SYSTEM IS A REQUIREMENT OF THE BRAND AND CEILING FINISH SCHEDULE: - L - INCAND.DOWNUGNTW LMINE IiUM- - ITV 983 - - - TO DECK NO LONGER OPTIONAL.ARCHITECTS TO UPDATE - "' - - K '42W COMPARFlUOR:DOWRlUGHT W/TENS HAlOPD]/V142E/Nl1C - Z VINYL PANEL CEILING ARCHITECTURAL DRAWINGS PER GUIDELINES DIRECTLY IbDI'. -MATERIAL MANUFACTURER PRODULTE DFSt]EPTIDN/PFMAWLE -LOW-BAY 3Y RAW ALUM.FINISH ATLANTIC SDS22-2QE 1/ZPL-Z.M-HSHG CROSSBRACING BELOW. "", x R-m GENERALCOUNGTILE ARMSIRONG 1761M ''2%W FINE FISSURED SECOND LOOK 11-AfNITE" 61 LED DOWN LIGHTED RC-_HOUSING CREE - 'LR.11MR1000W/LT-6REFLECTOH STUD FRMAINO `r 1. MUSIC SYSTEM IS REQUIRED IN ALL NEW AND REMODEL ° .R-02 NOT USED - - 1E63 LED 2X4 RECESSEOFIXTURE CREE CREE24 STORES.MUSIC SYSTEM TO USE DBI APPROVED ^. - I .R-03 RITCNENCEILINGTILE ARM6TRONG SHEETROOK 1AY-IN BAI - 2'%4'VINYL CLAD CEILING TILES;'WHITE" LED-4 LED 2X2RECESSEDFIXTURE CREE .CREE22. _ -SEE ELEVAER TIONS NSFORPLYWOOD PROGRAMMING - ' - - R-01 CfluNG GRID MTEM ARMSTRONG T3Q1VM- WHLTE GAtO 16' - HANGING ORANGEPENDANT LIGHT BOCK LIGHTING.. P07-DD110PMS 16.ORIGINAL BLEND SFF FCOLORONS FOR - - t N PAINT COLOR MRALCfluNGD. AIU1SlRONG 944P16IE 2X2'NETAIVATNCS CEIUNG PANELS 2 HANGING DECORATIVE PENDANT U.VERNUGRn NG 12ffi5-0(GPPl1CCINO BLEND) • I- Ljj_j-i 2. ALL EXTERIOR IORSP KERS TOO EBLACK.WITEWHITE. p%.30 PAINitT)GYP.BD: SHERWIN 4MWAM5 SW 7006 E%TRA WHITE FIAT " -UOSSSN.EUROFgSEUGRTNG .. J J ' CROSS-BRAGNG - ALL EXTERIOR SPEAKERS TO BE BLOCK WITH EXTERIOR - -- - -- - - �P3 'HANGING DECORATIVE 18.5'DI0. vO55B11 .38�3 EUROWIEiE-DgftK ROAST)- STUDFRAMING - GRADE CONSTRUCTION. - - - P4 HANGING DECORATIVE PENDANT 6'DIA BOCKLIGHTING 'R14-S7(CUTTOM OR CUSS SRADE DARK ROA" J Q 3. ONE SPEAKER IN EACH BATHROOM TO BE FLUSH PLAN NOTES.' CEILING LEGEND - PS HANGING OECORgTIVEPENDANT 3(1'CIA. LAMPS PLUS SME41]827 JAZZ BREW-W/DEC QG COFFEW Q LLl L w 31 GW,B. PX: MOUNTED WHITE. PB .HANGINGOECORATIVEPENDANT 13.5'GA !AMPS PLUS GICEEGLOW417374IAII BREWL C =Q CO 1. GYPSUM WALL BOARD CEILING. G WSCX-2 •EXTERIOR WALL MOUNT 'OC OPnONP1-WALLMOUN7m OCClIPANLY9EN50 R.WwTE W5 WS-200W W V O _ 2x2 LAY-IN LIGHT FIXTURE - �(J -- - 4. AMINIMUM OF TWO SPEAKERS IN THE SEATING AREA(No 2. NOT USED I' (NO OVERLAY)TYP...F �_ '.STEM LIGHT 5 -MOUNim NNtROWSTRIP FIXTURE-SOFFIT MET - .2SKF-RSUNV-E881-D: - z LJ Z SPEAKERS IN THE SERVICE AREA). - 3. NOT USEDlEffil U) U dam' (y 4. HOOD FOR TOASTER-HOOD SHROUD IS OPTIONAL IF LOCAL JURISDICTION.' Q GYPSUM BOARD CEILING LV-EBU 2-IEAD�BATTFRY PACK IX- LL50 F C.D (n j 5. AMINIMUM OF TWO SPEAKERS AT EXTERIOR SEATING ALLOWS.EXHAUST FAN IS REOIURED PER DBI STANDARDS. %- - LEDEXR W BATTERY EX VOL-IF8P-WHEL90 - Q L7 7 z lyf a AREAS WHERE APPLICABLE. - 5. PICK UP SIGN SUSPENDED FROM CEILING • (WI OVERLLAYANAY) LIGHT FIXTURE txR COMBOIEO EXIT 2 HEADEBU EX -VEX-LLBP-1V14[L9D U It - [.Q, Ely - ----I (W/OVERLAY)TYP. ,--O INTERIOR FLUSH CEILING �� O FZ J Z Q L RECESSED LIGHT FU(1URE 6. DIGITALMENUBOARDSTOBEALIGNEDWITHPOESTATIONIT FRONTLINE- O SPEAKER - - - _IXiEWOR - - K O U 6. SPEAKER AT EXTERIOR OF BUILDING ADJACENT TO O Q Z 'LED-1-(SEE REF.CLNO PLAN MAINTAIN 2°CLEARANCE BOTH ENDS OF SYSTEM FOR UNIT VENTILATION. - - - �O EXTEAIORAWNINGIJGHT MERCURY M40003-37.OR-QH-UNV m Z LL-I ENTRY. , O ' I FOR LOCATIONS-TYP.) - ® 2x4 LAY4N LIGHT FIXTURE(NO 't EXTERIOR SPEAKER' -E .WOAD,DOWNUGHTW WMIETRIM - HALO H7T 410W - > < I U 7. PROVIDEANDINSTALL SEPARATE VOLUME CONTROLS F -'6 -6LK EYELID WALL VACR-26W' LPG 35]1012- IQZPL �l FOR EACH AREA(RESTROOMS,SEATING AREA, OVERLP•Y)TVP. c. _ - V ADJUSTABLE SPEAKER GF 30(1WMH GROL/ND'FLOOD L7H TFMImMTA-TTE-DBL-IPI 1 SOFFIT DETAIL _ w EXTERIOR) "•'d :. _0 .v VOLUME CONTROLS - - � CD ' -- LE62 EXTERIOR 3'LED FIXTURE -[ON111ASTUf.ITI1NG EED'R347-]3MG3V1 � Z Z Q 2x4 LAYAN LIGHT FIXTURE(W/ J� RH. TILT.WEATHERPROOF EM REMOTE NERD IX - ZIP-2 W 8. 'HARDWARE TO BE INSTALLED IN THE OFFICE.FIELD 'Y HANGING PENDANT LIGHT CONNECT TO CLG.GRID EDGE FOR STEEL CABLE VERIFYANDCOORDINATE WITH FRANCHISE FOR THE - OVERLAY)TYP. P4 VL-Z2F•.SITE LIGHTING USA IaBN.IAMP- C) EXACT LOCATION OF THE UNIT AND VOLUME CONTROLS. I - • `.• 3 SVI2IFJII-d50PSAR- ENR-Zoa-ll faeM w =w LAYOUT NOTES: eX EXIT SIGN DIGITALTINEQOOK FORK :DT620M Ll- J NOTE: - ACRYLIC 2X4 LAY-IN NS)TFIXTURE(W/ ® RETURN/CEILING GS EXTERIOR DARK BRZ UP SCONCEW LENS SW -83401 9008-IZ LLJ_J _ 1. PROVIDE EMERGENCY LIGHTS&SMOKE DETECTORS AS REQUIRED BY LOCAL 1 ACRYLIC LENS)TYP. L, DECORATIVE CEILING ELEMENTS SHOULD BE GOVERNING CODE. - EXHAUST REGISTER CX-1-SIGNUTE.FIXTUREW 1SARMW/LIMP TF A812-41-ES26W-CFWiMPL.T HUNG ON A DIAGONAL TO THE GRID,AND IN THE 2. ADD THE RH REMOTE WEATHER PROOF EMERGENCY HEAD(PRODUCT EZ1 PB)TO ' CX-2 SIGNUTE FIXTURE W Ur ARM W/LAMP TTF H1:71uIS' M18R N-12S0-R-AR- SEATING AREAS.QUANTITY WILL DEPEND ON -THE EXTERIOR EGRESS DOORS IF REQUIRED BY CODE. o RECESSED CAN DOWN LIGHT SUPPLY AIR DIFFUSER- - OVERALL SEATING AREA SIZE.EACH ELEMENT 3. REFER TO SHEET SPA FOR GROUND LIGHT"GF"FIXTURES TO BE ORDERED AS LED-2 FIXTURE(LED) 4 WAY 0.-OBZ EXTERIOR ARCH WALL PACK-175W MN URIONIA WSR175M-MD-120LP1-0BT WILL RECEIVE A PENDANT LIGHT FIXTURE.THE PART OF LIGHTING PACKAGE. : '' Y : DOWN LIGHT FIXTURE(LED) SHEET 4. HOOD OVER SANDWICH STATION IS RECOMMENDED BUT NOT REQUIRED. -�C TRACK 8 LED TAMP - ELEMENT(BYDGS-S AREASSOFFI WITH CEILINGSULD BE HUNGV-6"ORGRE TER.GIN p LIGHTING ELEMENT(BY S) LO ASWITHCEHCEIUOFB'-6" E GREATER. ARCHITECT/ENGINEER MUST REVIEW LOCAL CS REQUIRED TO DETERMINEAN WHETHER G - ' PREFAB CEILING ELEMENT NATIONAL ACCOUNTS) LOCATIONS WITH CEILINGS LOWER THAN THAT HOOD IS REQUIRED.IFAHOOD IS NOT USED IT IS REQUIRED THAT AN EXHAUST' O.. RECESSED CAN F�(TERIOR I'�ILI EXTERIOR WALL PACK LPPOYILE ALL FIXTURES COF/PIETEWITX TAMPS RFFERTONATIONAI ACCOUNT SWRCEINFO FOR LAW$PE6d VILLA LIGHTING RE- BY DGS(SEE NATIONAL SHOULD HAVE THE ELEMENTS HUNG FLUSH WITH GRILL BE PLACED IN THE CEILING ABOVE THE SANDWICH STATION.IF NO EXHAUST ILE0.1 DOWN LIGHT FIXTURE(LED) LF LIGHT- :PINGPROGRAM _ _ -' ACCOUNTS) LIGHT FIXTURE BY G.0 THE CEILING.THE PENDEA NT LIGHT SHOULD BE IS PROVIDED AT THE SANDWICH STATION THE FRP PANELS AND/ORM ENU BOARDS „ - - _ A2 4 (AVAILABLE THROUGH INSTALLED AT 7'-0"TO THE BOTTOM OF THE COULD BE AFFECTED BY THE HEAT FROM THE SANDWICH STATION: m' FLUE 2 ALLINOANDES@RTIAMP$SMALLEMTED 130 VOLTS VILLA LIGHTING-SEE FIXTURE. (` TP3 PENDANT LIGHT FIXTURE(LED) .• SUSP CLN I GRIDSYSTEM 3ALL BAugS1S SMALLEHIE3FPOWEIi FACTOR.FLIlORESCFNTBALLASTS FORTS LAWS TO RE ADVANCED MANIIGgCTIRtEDOPiAN1UMWATT^ FF NO ---- NATIONALTING-S TS) FOOTCAN DLE NOTES: - �i ' - WITHIN HANGING SOFFIT - W/ACOUSTICAL OR VINYL MSER IXCEPFOVfDOOP FI%TITRES TORE ZERODEGREE MAGNETCBALLASTS - ,, DECORATIVE CEILING ELEMENTSAREAVAILABLE CLAD CEILING TILES SEE PROVIDE HDLD-.DOWNCUP9 FOR:EAfHCORN0I OFFWORESQNTGTIOTROFFER • - JOB : D13152 �T 1. MINIMUM LIGHTING LEVEL(FOOTCANDLES IN FRONT OF HOUSE(FOH)-35FC MIN. -0 WSC-1 EXTERIOR UP/DOWN SCONCE � SCAN FOR TYPES AND ..,". -- '- L DECORATIVE COFFER' WITH AN ORANGE EDGE - ;PROVIDE gLLREO.IERFDMOUNTINGORHANGINGHARDWARE_ - ----- WHEN -� _ •T DATE: O4 2S 14 2 MINIMUM UGHTING LEVEL F _ LIGHT TWO ARE USED,ONE OF EACH COLOR. (OOTCANDLES IN BACKOF HOUSE(BOH)-SDFC MIN. ' LOCATIONS '6,fDORDINATE ANOVERIFY ALLFlXTIIR[INFORMATION7PESANDFINgL lOU1TON5 WITNTMEREFIECTED OEILINGPIAN a. -w PC [1/2'-I'-0' - SHOULD BE USED.IN LOCATIONS WITH A SINGLE 3. MINIMUM LIGHTING LEVEL(FOOTCANDLES IN TOILET ROOMS=35FC MIN. NOTE:SEE ELECTRICAL OWG'S FOR MORE INFORMATION ON LIGHT FIXTURES. IAMPSSHAll:OE AS MANIEARURED BY SYTVANI WFSTiNG1Ol15E GEN ERAIELECTNCO0.APPROVED EQUAL ELEMENT,EITHER COLOR CAN BE SELECTED. - , C.M. V. LANGLEY t " UNL OF SUFFI I - LOCARON WITH _ LINE OF DROP CEILING - - - - - WAu-VERIFT LINE OF DROP CEILING - LINE OF DROP CEILING LINE.OF DROP CEILING LINE OF DROP,-CEILING DNE OF DROP CEILING FULL-HEGRAPHIC GHTLOCATION WALLTION PER LINE OF DROP CEILING - Fl�-ai - FRP-Ot FRP-Ot GRAPHIC LOCATION PT-15 OWNFJL FRP-01 FRP-01 FRP-01 - BAKER dl dl FRP- dl PREP i ii I CASE AREA •._IJir � r - al � � BEYOND m _ _ I I'� � I •+...I , •:.� II III I II :III II I I I II +. WB-01 - WB-02 SEE 1/K1 FOR DRIVE-THRU WB-02 ,. WB-02 '..:- WB-02 "•.� WB-02 _ WH 02 ` .... - N9-02 f.. - ,I k 2 AREA WALL FINISHES 3 4 5 A3 A3 A3 A3 A3 A3 SALES AREA/SERVING AREA ELEVATIONS STORAGE AREA ELEVATIONS , SCALE: 1/4" 1'-O" • .. m - - , - SCALE: 1/4" = 1'-0' .NOTE MATCH EXISTING HEIGHT IN THIS AREA: 10'-0't AFT - - - LINE OF DROP CEILING LINE OF DROP'CEILING LINE OF DROP CEILING _ LINE OF DROP CEILING _ T FRP-OI - FRP-01 .FRP-01 - FRP-01 _ .. • •? .,, i Q COOLER PANELS . _ocoq _ TR CAL COOLER ,'FREEZER e: -- - ^ I II I ICE M M35 � P1-1 02 (STORAGE M35 9(HALL'BEYOND)EYOND _ - a d;�•-• + AAC + V0+ WI zL--T , — =1 till— MACHINEI 8-— (HALL B BEYOND) U aoN¢„u,'l Fvz3tmav 0�nz2I .1 B I III IL -- JI ------ �I , maw uj MOP SINK DOOR SCHEDULE 1z F� .. - w A3 A3 A3 A3 - - DOOR FINISH DATA - FITIIsH •" y,:` _ - _ NU. LOCATION S12E DATA MATERIAL TYRE_ INT/EXT BRUME ry� N07ES PREP AREA ELEVATIONS TA NT/F3RT Q 101A VESTIBULE 3'-O'X 7'-0°X 1 31V ALUM/GL. A FACT ALUM 3 FACE IS SCALE: 1/4-. = 1'-0- I. i - # - 301E VESTIBULE 3'O'X 7'-0'X 1314°. 'AIUM/GL -A' FACT ALUM' •3 FACT ],S - LINE OF DROP CEILING - : I - s - ' HIS MENS TOILET' 3'-0'XG-8-X13/4" WOOD'.: C ttd./a N.M.- 1 - PT-02 2,3,S " FRP-DI v FRP-01- - - - FRP-01 - FRP-01 _ FTtP.-01 ` .WHITE MELPMINE .. WOMEN SHELVES W-BRJOWR _ TOILET 106 3'1Y X 6'$'%1 a 6' WOOD C NOTE 42 H.M. 1 PT-02 2,3,5 bt ON STANDARDS 07 OFFIOE 3'-0'%6'$°%13/4 WOOD C :NOTE 42 H.M. 1 PT-02' 2,5,6-' -- '" ' - '! • - 109 UTILITY 2'.6'%IT-l"I 34 WOOD. C NOTE A2 N.M. I PT-01 3,5,8 FRP-01 I FRP-01 , L `r4 ! . . \ o• - :. PLASTIC LAMINAT -109 SERVICE 4''O"z7'-0"%134" .H:M.: B �Pr.B/Pr-aF H:Mi 2 o*tS•m 4,5 PLYWOOD •o (PREP , .. O. • •G (PREP o .. " ,.BRITE WHITE T � �- 16"X:16°.. AREA I AREA I •i •i :. •i NOTES.. a m LOUVER VERT BEYOND) m' m BEYOND) m To eo ANGLED PLASICLAM.KICKER,®OFFlCE 2 FlNISH TO BE PT-0s ONLY(TYP.) - i6'X 1fi° ,BRITE WHITE - ............. .__ a.._ __ _...-----_ .. ..- __ :......LOUVER VENT - PINE EDGE PAINT " ._. _ ..O OFFICE PX-30- -- �4PROVIDE190DEGREEDOOR VIEWERCENTEflEDiN000R.®5-0'AF.F:MODELSSVl4BFROMOAVSTANSECURRYONLY(TYP.) 5'REFER TO DUNKIN BRANDS 5PECIFKF.TK)NS FOR HARDWARE SCHEWLE FOR ALL DOORSWB-02 WB-02 - WB-02 - WB-02 6 PROVIDE LOUVERED VENT @ EACH DOOR FOR UTILITY ROOM AND OFFICE.REFER TO LOCAL CODES FOR FIRE RATING OF DOORS m\ 13 14 15 - 16 17 -- - - - - _-- - - a a 19 2O 7 AOD DOV3LE ACTINGELIASON COOK TO SEPAM7E SERVICE AREA FROM PRE?AREA WHEN APPLICABLE(NOT SHOWN ON PLANT; \ A3 A3 A3 A3 A3 1 A3 e e v A3 A3 DEFER TO NATIONAL ACCOUN S FOR CONTACT INFO,DOOR LAMINATE TO MATCH PL-01 O HALL ELEVATIONS OFFICE ELEVATIONS (TYP.) FINISH MATERIAL SCHEDULE-CAPPUCCINO BLEND ZZ SCALE: 1/4-'= 1'-0` .>. SCALE: 1/4 1'-0" - _ - PRODUCT• DESCRIPTION I REMARKS. N z =CODE MATERIAL ACT - t COLOUR SCHEME am CUT 12 XR'FLOOR TILE VISATN NICKEL j O rn '. .. : F. ... - . "'ARTISAN E4ROVN" .SCHLUTER STRIP CAPAXLY-ANIGE1 W a N VB-01 CERAMIC TILE 1.DAL TILE - - - e `'i ..VBd1 AL.CERANOC TILE .DAL TILE "ACOLOUR SCHE RT5Af48ROVN. 12'CAVEDBASE TILE V F- N INAL ACCOUNTS u... ' JUPGRAM - - - ',':. • ' r VB-02 QUARRY T0.E DAL TO;E OWFIRYTILE D3666 "FOR N510EIOUTSIDE CORNER PRODUCT - 2 - v _ t._. + *�,' '1' wI SAHARA SAND" -NUMBERB.. - .. - • r:. ❑ PAINT—SNERVN WIWAMS 63 'INVITING IVORY":SATIN F"m 3 s . 1 4 ,{ I :.SNER WIWAMS 6864 'OB TWA 7.S.SATIN I .. El A3 _ I SHERWRI WILMAMS 614 CIE T'. -E".SA N M I S AE IWIWAW 60 A V/ SIRLIWe1 WIWAMS ITTE V w l SNEFIMNMIWAMS 611' OP,N S. - Y .,Y ,r... , ,._ - - SHEAWNWIWAMS C096 T KE'f.:WM. TN:.. T AJ 12 A « ! - o R.. -0 :P -.. SHERVPI WWAMS - IN- ti A3 _ , - _ .- .. - - Tr PrTf PALN'rSNEFIVN WW1wAMs o - l.., .1 RMNWIWAMS - • Z m Q ., A3 A - - =ERWN VMUAM4 1i1 Z 20 15 -I - VT-01 WALL 7E.E ' OftL TdE I D 4v4'XU La'F¢LDTaE DACFLPa vole Ae Z W� I--- (n A AJ 19 17 - - ... - : Cr IFMMEON:ETEVATIONt-MeW1 GROUT G42 F c.1~7! Q O "V ACCENFTLF RESTROOMVALL3 AS: - U C. A3 ABA -' 1 . 1 VT-03 WALL TLE DAL TILE S73DVgAMCDiP"ORNNGE PIDICATCD INCIEVATIO*-USFWIGROUTG-0SBUR O w U Kl - !1,{•- 4Y4"XU SlI'FpDTLE•BAC[ORF WAIL a"X6•. 0] Z m. .. H .' „"" r. :, ;, VT44 WALL TLC- -CIAI.TOTE ERN DIMENSIONS OI61 FKLDTRC•RESTROOMWNls AT NDICATEO N'. O z w.. .. ., - `. ,t !`,. T f _µ •URBAN PUTTY" FICVATIOM-USFVIGROUTO.02 �l ROOM FINISH SCHEDULE '• IE�r-• 'FLOOR - CEIDN6'! VT-OIA -WALL TILE- DAL TILE - RITTENHbCWh 0761 YXVFI=TLe-RE3TROoNYALUAS. �N0. ROOM NAME COD6 'BASE CODE WALLCODE CODE NOTES vRBAIJ PUTTY" INDICATED N¢evATwNsusE Vl CROJT G-O0. >- LLJ WA 301 SALES AREA" FC-01 WB-01 NOTE41 Cf-01 1.3.4 - VT-05 "WALL TILE D.AI TILE ACCENT'Ti00TBEER' 2''A''��Tlu'DACKIM WALLS AS INDICATED .Ir O- ^ ECVI7361P - EIEVATIONY-USE VIGfgUGO2102 SEATING AREA FC-02 WB-03 NOTE Il CT-01 1,3A ' `- - • ' ' 103 DRIVE.THRU FC-05 WB-02 FRP-01 CT-031PX-30 3;4 ALMIXID•' D -USE VAGROUT G-02 CGMDO ONI W Z VT•I7 WALL TILE OALTI.E r • 104 SERVICE AREA FC-05 WB-02 'NOTE tIl CT.01IM30 1.3:4- - D KR U : Q . - .105 MEN FC•01ALT WS41. :N67Ei1 PX-30. 1,2.3A' 2""WHI OCTE.OIATETRwEIr z -J • '.106 WOMEN FC-01 ALT WB-01 ,NOTE 41 PX-30 - -1,2,3,4 .414-fen9cxr WKInMATTE OFFICE FC-05 WB-02 FRP-01 PX•30 2,3.4 PROM UI¢MLLw11c-sAIEa ARu sOLFT4slL 107 ° PL-W PLASTIC LAMINATE :FORMICA e0>3DRLACC'MATTE MIS" .. -lOD KITCHEN FC-05 W&OI FRP-03 [T-03' -SA. eElmuG ILN10VADLE PANEle - - . ALCOVE FC-01 W0-01 -NOTE 111' LT-U3' 1,2.3.4' PL49 PLASTIC LAMINATE FORM'OCA 6306"WEDGES Mr G��M�1 vAN¢aAAmxATF, <. .109 _ SHEET FORMICA 44>50'OESERTTAN' .. NOTES SAND - . _ 02 GROUT 4333"ALABA FOR USE WITH BACKLIE WALL TILE�roSK . - PL-09 :PLASTIC LAMINATE A 3 ' 1.REFFR cvVn4n¢uan%I4 - , TO INTERIOR ELFVATIONS.fOR D0.0PER WALL FINISHES IN DESIGNATED AREA 6 W - AOPwn `'T� 2..BATHROOM DOOR FRAMES TO BE PAINTED FT-02,DOORS TO.BE PAINTED PT-06.OFFICE G-03 GROUT - -�Irooucrt I E3B2'.T3CNer FOR USE WITH RESTROOM WALL TILE . , ''. . • ~ DOOR AND FRAME TO BE PAINTEDPT-06 - :.WTRCSN ORFY'TIXT . I/ f\EY...P.L/V N P• _ A U fALL IN SALES 3i iRONDE ALUMINUM CORNER 6UARO5 ATALL OUTSIDE CORNERS OF WALLL SEE FLOOR PUUJ W _ .VALLCOY[Rw0 LOCATION� JOB : D13152 /-1 C-01 VALLCOVERING Aar caGR SEE ELEVATIONS FOR FO*RLOOLTIONs DATE: 04 28 14 SCALE:'N.T.S. - -' .1 1 •, BTdI `.'STAN SFfrRVN VBlI s ' rR rxmFvnAK• KAEEVALLCAPATRMFUSH ' '" 14,G,C TOVERIFY ALL FINISHES WITH OBICM PRIOR7000.DERING MATERIALS.' ! r PC C.M...V.; LA=N , sik PREP AREA . SERVING AREA _(EXISTING EQUIPMENT U.N.0) ❑ � s n 6 = Q r6y �'t "..ATATI.N A NOTE: t w 'NOTCH MILLWORK B - AROUND BUMP-OUT O®,� .. IN CORNERcg D/T - N + pNV 3 m. ESPRESSO ICB 5 U- • _ v oe3 O r IE , Q W rF � w co Fie to LL �n Id Loca M m a - ' - Lu CONDIMENTS - • Q AI OFFICE F Q.4 �... w a - 1 Te . ♦ - ... .. �E SALES AREA , 0� �a (ExIsnHlc) acg) O ` `^ m - ,.. a - STORAGE. •� ; (EXISTING EQUIPMENT U.N.0) ark'. 2 2 v • •, - PT-15 - NOTE: 42D 4 4 - EXISTING FINISH CONTINUOUS I BOR D f SEE DUATIO DONUTS VA]34TE. WALUL�VERTMIfY - .FROM CONVENIENCE SALES MENU - FOR DIGITAL MENUBOARD o AREA I 'BOARDS INSTALLATION PREP. LOCATION NTH - - V) EXIST. WALKWAY fi A2®3 10 RUBOARDS A21 ;0 DATA. CENTER ON SOFFIT W a N - - PT-02 HATCO TOISTER UI➢T_ ®e 133 -01 DISPLAY DISP LAY AY • - FRP ®bn AND CASE CASE L�i.�_ _ 9NK z . - I I _ ` BtO . + NRBO M14 �=B4 . A19 A19 - - - m EQUIPMENT PLAN BACK BAR ELEVATION C Z x SCALE: 1/4• _ 1'_0. m (n o F cn m Z - - . - EXISTING FINISH CONTINUOUS'I (1)COURSE OF,4 1/4'[12 3/4'�ACCENT - - O Q H-' LL1 n, • - FROM CONVENIENCE SALES TILEON BACK WALL;START ACCENT TILE TNO ACCENT _ . T Z COURSES DOWN PT-15 Ylf-05 LLJ r PT-Dz CL s........m---_ ..m..------1s-------- NOTE: C�1 4' a .. ' e W THESE DRAWINGS WERE COMPILED WITH THE MOST UP TO DATE DUNKIN' SPECS AS OF 04/01/13. ALL FURNITURE, - FIXTURES AND EQUIPMENT SHALL BE VERIFIED WITH .� IMP-m SHEET k OWNER AND D.B.I: C.M. BEFORE ORDERING, PURCHASING OR PL ACING ANY. ELEMENTS.- ., ; ,e EMEN . .. _. Wf-04 WB-02 _ WT-04 WH-02 Kl JOB : D13152 DATE:: 04 28 14 BACK BAR ELEVATION + r SCALE: 1/4e = T'—O• ' C.M. V. LANGLEY EQUIPMENT SCHEDULE ' EQUIPMENT - - PLUMBING -w ELECTRICAL .. - WATER .. .WASTE SUPPLIED -.. .... - GENERAL REMARKS'.. N.S.F. � U.L '� - � -LOAD.' .. REC EPT. ITEM B pTY. DESCRIPTION .MANUFACTURER MODEL 8 REMARKS. W/,CORD .AF.F. " REMARKS N _ E.T.L,' E.T.L. H.W. C.W. �DIR. INp. VOLTS PHABE: AMPS- CIRCUIT 9ZE � &PLUG SPEC to SINK STATION(BR)36-w A 31-1/2-D UNIVERSAL BR-36CBT-831-2ES 2 '1/2• I/2" tA�_z 1 1/2'OR 2*PER LOCAL CODE _ SINK BOX IS 10'W.18"L A 2TO 108.1 4"FAUCET TO BE USED W/STANDARD 36'BE SNK COMPONENT HARDWARE :KN41-AO06 •• 1/21NP: _ 1/2":NPT MALE SHANKS - •'REG®A2601 160'9001 100 14'.24'WALL MOUNT SHELF FOR SR SINK STATION METRO INMI424BR 10G SILVERWARE SOLID SS CYLINDER VOLLRATH 78710 - e. 15A BANANA TECE - BUILT-IT - 20045 15B HOT FUDGE WARNER W/INSERTS,UOS&PUMP SERVER PRODUCTS 82155 - 120 1 4.2, 15 3 :Y NEMA 5-15P ••FllE E47076 - I-I INIARMER UNIT ONLY SERVER PRODUCTS FS 82500 - 12. 1 -4,2 IS - Y NEMA 5-15P 15C HOT FUDGE/PRAURE CARAMEL/BUTTE KOTCH WARMER SAVER PRODUCTS 94009 - a. .." INSERT - - - �" 15D - "'PARING KNIFE FOR CUTTING BANANAS DEXTER-RUSSELL S109 1. KALE FOR MEASURING NAND-PACKED ICE CREAM OHAUS RE SIRS - - 12D 1 " 600- 15 3 Y NEMA 5-151 15C SQUEEZE BOTTLE WARMER SERVER 86810 120 1, 4.2 - -- 15 NEMA 5-15 20B DROP-IN ICE BIN - - CORNELIUS C2123 3/4" 20M 20M-1 BLENDING STATDN-ADVANCE WTA-MI%. 36011 .120 K.1' 15 20 NEMA 5-15 - 20M-2 COUNTER-TOP BLENDER BLENDTEC CAI-40Q-BRN - -120 1 15 20 NEMA 5-15 •'NSF 129210-0001-000•UL 275320000 .. r 23-1 N-L..31 1/2"D BACRLINE WORK TOP REFMGERATED BAY W/'3 DEUEELD 18699BST - : 115 1 .10 - : Y NEMA 5-15 - .. .. -. 23-2 -1//4 .>2-3/B'D BACNIWE NOWT LOP REFWGEIUTED BAY W/ TRUE- T3 BOORSYIT-93 - :• .. - 115 I- 9.7" 15 Y NEMA 5-15 24-1 I-1/2-D BOOK-HORN TOP R[EWDDUTD BASE W/2 DEUIELD ST445N0 - 115 I 12 15 Y NEMA 5-I5 - 24-2 �1/L.32 2/fib BACRUNE W TOP REFRGERAIED BASE/2IL TRUE iYli-67 - - 115 I - 5.1:X. 15 t NENA 5-I5 - 30-1 _ 27'W x 30-1/2"D SUNDAE STATION W/CASTERS SILVER KING SKUA-C4 D025 165 9 115 1:. 4.6 15 3 NEMA 5-15 ♦ 3O-2 27-1/1°W.30b SUNDAE STATION W/CASTERS TRUE 155U-27-8 " ' - - 115 -I :.,. 4.fi_ '15 Y NEMA 5-I5 • 30.1 - SYRUP RAILS SERVER PRODUCTS SR-4-02830 - -C 40 HAND SINK--18"W x Sob W/12"SPLASH GUARDS UNIVERSAL DO-16CBT32-RL D036264 1/2'- 1/2- 1-1/2' K + COMPONENT HARDWARE FAUCET T&S- /iSB1100 KOS - TRASH RECEPTACLE-23 1/8"0 X It"W.24 7/8'H RUBBERMAID 3541 - .y. •;.41 .. HAND SNK-I8"W A 3CD W/12'SPLASH GUARDS UNIVERSAL DD-IBCBT36-RL W36264 .... 1/2" 112' 1-1/2' _ COMPONENT HARDWARE FAUCET TkS; • 42 HAND SNK-12•W.36'D W/12'SPLASH GUARDS UNIVERSAL + DD-12CBT32-RL M36264 - 1/2" 1/2' 1-1/2' - COMPONENT HARDWARE FAUCET T&S JTSBIIOO SOD ACRTUIC CUP HOLDER-6 CUP LD PLASTICS LLDD36 - ' - 50E - ACRTUIC CUP HOLDER-8 CUP :; Lb PLASTICS LLOD50 ',y,• 5OF. 6 FOUR SECTION VERTICAL WIRE RACK CUP HOLDER DISPENSE-RITE WR-CT-4 - z 4 - 60-1 DIPPING CABINET-88 1/8'W x 29 3/4'D.52 1/8'H�W/, GLOBAL CNDC-87 V-BR 1' CONDENSATE 115 1 1 11.5 15 4 Y NEMA 5-I5 - - LURNED GLASS _ BASE FOR CKDC 87.V-BR DIPPING CABINET(UNFINISHED) SUPPLIER'.. DWG/ - . a_ - - SCA -^ DIPPERWELL = BUILD-17 " 9022 21-6 I/4' 1/2' INDIRECT TO FLOOR DRAIN -; BOB- - DIPPERWELL PAD - BUILD-IT - 9023 - M GIPPING CABINET 67 1/8"W x 29 1/YD x 52 1/8'H W/ GLOBAL CNDC 67V-BR CURVED GLASS t' CONDENSATE :, L5 1 8 15 4 Y. NEMA 5-15 2 : .. ... :. n ICE CREAM&-NOVIITY DISPLAY MERCHANDISER-40'W. - " Y 65A MASTERBILT FP-60 115 I 13.6 20 7 NEMAS-20 31'D.50'H ICE CREAM&NDVELTY DISPLAY MERCHANDISER-60'W x 65B NASTERBILT• FIP-50 _ 115 1 '13.4 15 3 Y NEVA 5-t5 70R' "" TISSUE BAG AND BOX HOLDER FOR DRIVE THRU'RACK. UNHERSAL 00-DSPN71435" "' - """ ^"•" _ -' - 70.58 2° MOBILE DONUT/BAKERY CASE:-6,TER X 3 wDE WLCAN -` 1013776-ODU0164 ..: - ', 120` I 20 70:5C 1�. MOBILE DONUT/BAKERY CASE-6 DER X 2 WIDE i- VULCAN .,' ;. IG15021-WU0154 - - REMOVABLE TIME BAG DISPENSER FOR LAKESIDE RACKtO17776E-P - 70,6 2. (OPTIONAL)APPLIED TO FRONT OF RACK -' WLCAN 70.7 1 REMOVABLE TISSUE BAG.0 BOX.HOLDER(OPTIONAL) WLCAN ` 1014178 Y _ .`- APPLIED TO SIDE OF RACK 75 WARM BAKERY DISPLAY FOR HE55 LOCATONS ' FEDERAL - OO7B]OSS - 120 1P 15 rs � NEMA 5 15 76 WARM BAKERY DISPLAY-FLOOR MODEL FEDERAL OD3876SS -A _ 120 - 1 15 Y5-15 _ - K 77 INLUNE BAKERY-CASE 'p' FEDERAL • DDIL5O`5 NENN :� 120' "I 15 - Y". NEMA 515 :-. 78 - DISPLAY RACK-18"A 24'SLANTED SHELVES'(5,1IER) METRO .:d'. -..:n DC16EC 81 SELF-SERVE DONUT.CASE oROYSTON . 1065E 120 1 15 Y NEMA 5 1596 2 ESPRESSO MACHINE . SCHAERER 15SO-PS-DD-40671 _ 3/B• 1 1/2' _ 4'208 Iw' 30 Y NEMA L6 30r �, , lam wt[R 91ur-ar YAUL xU-BA'cWP14maN96.1 ESPRESSO MACHINE-SINGLE'SHOT : SCHAMER E6 '• J/8• 11/2' 125 I 20 - 20 - NEMA 5-20 ,Y sPW[D w/soFlDan/nLrtNcauxa sxrzW:. a 96.2 ESPRESSO MACHINE `, `.: ,;,V' WINE- _ 03.9467.8400 - 1/2' 1 f/2' - 220 . 1' 30 70 Y NEMA L6-30 ^ _ - 969 4 ESPRESSO SYRUP&UD.RACK KIT -", '..s WREFAB _ .17363 - � tO1C-1 .2' DAIRY DISPENSER-AUTO.PORTION AC DISPENSING ..' 320-FP-7. .' _ 120 I 3 15 - _ NEMA 5-15 :u• -F -5 101D n 2- SURE SHOT SUGAR DISPENSER - AC DISPENSING F - AC6.E "^ _ - : 120 II - 2 15 NEMA 5-15 1D1DD.> SUGAR BOWL 4' VOLIRATH ., - +.: 69014 IDIE-1 FLAVOR EHOI DISPENSER ., '' - AC DISPENSING C, .:AC-FS10 - 120 I 15 IS NEMA:S IS .:- FLAVOR SHOI:DISPENSER USED FOR CART5 AND 111) 101E-3 - LOCATIONS - AC,DISPENSING- AC-FS-5-5 120 I. 15 15 NENA 5-15. .. - 1 f01F - 'ACRE RACK COME CUP DISPENSER - DISPENSE-RITE "'; WRCT-6 M t01C ' ,4.- SPEED RAIL FOR LIDS-26, MILROWIRE . AD-HLDR-2 1o1H 2 SUGAR/TEA BAG/ST11tREA,HOLDER-lY MICROWIRE _-.�" AO-SH-1 - R M 101N SPRAYER COMPONENT HARDWARE-+ KN5G-YAM-A4 1/2` 1.1/2•INDIRECT WASTE TO FLOOR DRAIN - - " 101N - RANGE FOR SPRAYER ;' COMPONENT HARDWARE...B-VT( •' IO1P-2 TWN CARAFE BREWER CURTIS ALPIGTI5A02p YES m-m cs.-NE a[Puas A 1/1 uru 220 1 ' 34.5 50 - Y NENA 14-50 f 101P-3- 3 AXIOM TWIN CARAFE BREWER W/CORD BUNN 38]00.003, YES - xAc"•m Rmuuss A yA'NAm 206/12D 1 33.3 50- 3 Y NEMA 14-50 ' • r nmw Bx¢xmAL coxaAcrox 101PP-2 -SINGLE CARAFE BREWER CURDS ALP2GTI5AO2p - - - urcxxx nmu�s A+/•uu[ .. NEMA .... YES.. mnNP 220 1 ,.i6B.. 20 .. ..'Y - ... '- 1DIPP-3 1 "ON SINGLE CARAFE BREWER W/CORD BUNN-O-MATC- 38700.0031 � YES nmxmc W[u9Wps A 1/e NA[ 208/120 1 16.7 20 3 Y NEMA � Bu+x noxan cwo A wm ws*.um - L14-20 Nr evHvcu eaxmrcnn n 1010-3 1 AXIOMMULT 80 PER GRINDER AND STORAGE SYSTEM-USED WITH BUNN-O-MAFC 35600.0011 - - - 120 1 I1 15 2 Y NEMA 5-15 urn wowao cwNAPwc xlsAum w y _ AXIOM BREWERS B -N A 3/e'an UAII vatr e 107A a pUNNACCINO MACHINE - BUNN-O-MADC 29250.0003 1B 197 }/8" 1N[AYur aF V.W_A.M[ 20S/I I 17 20 3' NEMA pwa FlsrAMID - " - - -M.D x m[to Baax[.1-1 - , L14-20 r cmmu caxmAcrat ~ 110 t COOLATTA MACHINE-FLOOR MODEL,2 HEAD DISPENSER TAYLOR FREEZER` 342 fi SA 4620 xo wwrzR IxxW uPs roR Aw caotm - - - -2 N IPvm Q ron[.cx uActsxc Y ... o. MBaIS tn•rocrat x¢n�oxN ran 208-230 1, 19/14 20/20 ...3 Y (L6NEMA w/uwlXxcllAmA .':... _ - .. ..... Art oam - ratmx xW mm casxa Avers COOLATIA.MACHINE-COUNTER MODEL,12D SERVINGS PER wARR-U.Fow Ax cavn - - cmNAnuc wT wmuAtcrur tcvwnm 111 HOUR TAYLOR FREEZER 390- - 6 SA'1620 _. is o/um�canon- R 208-230 1 16, 20 3 NEMA L6-20 � wNxr ummnrt D[c capes - a. urzR-c ro DANA- 3 - --COOLATTA MACHINE-,COUNTER MODEL,SO SERVINGS PER wArzR wqt uPs FaR AR eaalfn .-AW-sea® 112 HOUR- - TAYLOR FREEZER 430- ..fi SA 4620 amA 1/Y mr coxx¢nox mR 115 1 16 20 3 Y NEMA 5 20 2 A A�vABM rt Luc caxxcs - - - wArtx-canm m aaav oaux, - a 114 "`1 COOLATTA'SYRUP RACK _' MIREFAB WF22926 12DF-I 'i't:- UNDERCOUNTER REFRIGERATOR-2]--W/CASTERS RIGHT DEUIELD - 406-CA-7L-RHH w 7.. r ' 115 I' 7 - 15 3 Y NEMA 5-15 RIGHT HAND HINGE HINGE - - •120F•.,:120E-2' UNDERLOUNIFR REFRIGERATOR-27'W/CASTERS LFiT, - HINGE C DEUIELD 406=CA-S'L-LHH 7 115 1 7 15 3 Y. NEMA 5-I5 LEFT HAND HINGE } VICTORY' JR-27-SST : ,: 115 1. 5.6 15 2 :Y 'NEMA 5-I5 - DOOR CAN BE RE-HINGED IN FIELD - UNDER OUNTER REFRIGERATOR"-27'W/.CASTERS,LEFT HINGE 126 a .SOFT SERVE FREEZER-USED IN BR&DD/BR LOCATIONS TAYLOR FREEZER E2.-R�-� - 2D8-230- I 24 - 30 3 - -' NEMA 6-30 _ - 1268 e_; NTA MIX.WET SERVE ICE CREAM MIXER .. NTA MIX -'. 120 I 1 .1.5 20 - NEMA 5-15 126C. ,: SUP'HOWER USED W/BR SOFT SERVE PROGRAM-3 CUP''DISPENSE-RITE- SIZES1260' UD HOLDER USED W/BR SOFT SERVE PROGRAM-3 UD DISPENSE-RITE SIZES130 4 " -DONUT/BAKERY RACK AT DRIVE lHRU-VW x 28'D UNIVERSAL.140A, _. ., DOME LID DISPENSER DSPENSE-RITE 200A. 1 - ICED COFFEE BREWER-OC30D W/CORD BUNN-O-MATIC �• 1/2' m-m°s urcwre Wmun WI"'/.as 120 I 19.5- 30 H. NEMA-.: w cam To B[Plmwm W usrMtm Br BOB REM 201A 1 ICE CADDY CAMBRO _ ,,. - r 2018 ICED COFFEE DISPENSER-INCLUDES HOUSING&(2) - - - - - -- - RESERVOIRS BUNN-O-MADC 35100 210C-1 BAGEL TOASTER .F HATCO TO-2OBA2GUDNK = 208' .1 ISLA e � - 'Y NEVA L6-20 .. '2lac• - 208 1 15.4 Y NEMAL6 20 use AVAaati 2.o/m/+FH/13AA,P v/rww la•1m. + BAGEL TOASTER � :.. � .. -� BELLECO JR-B-., -. �.4 556E � '� - -" 210D' BAGEL SLICER - PRINCE CASTLE 970-00 201D.1 CRUMB CATCHER - PRINCE CASTLE 970-097 212A-1 WARMING UNIT-(2)TER MODULAR HOLDING CABINET FOR CARTER HOFFMAN MC3W2SN01 - - •,' 120'" 1 1M" 3 Y NEMA 5-15 w NGSS I u , DEDICATED HOLDING BIN-27"W x 14'D x.11'H,CAPACITY - - `• 212A-2 ." -PRINCE CASTLE DH82SS-273-OD 120 _ 1. 10 M NEVA S 20 - - OF UP.TO(6)1/3 SIZE PANS -. (2)TIER MODULAR HOLDING CABINET-23 7/8-W.14 -.- _ - - - - •. •. 212A-3 11/16'U A 12 1/2"H,CAPACITY OF UP TO(6)1/3 SIZED CARTER HOFFMAN MC212-00 - 1201 5 3 NEMA 5-15 - 1 - ` ... PANS-(DEFAULT). - - 212A.1 WARMING UNIT FOR APODS '- CARTER HOFFMAN MC1W2S' 21A-2 1 OVERSHELF,BeL A 21 1/2-D,REFRIGERATOR MOUNT FOR DELFIELO - 000-B3P-021U - TOASTER&PACKAGING '• < - ` 215 2- TORNADO:OVEN W/STONE,PEEL AND(2)FRAYS-E%TENDED.NR90CHEf NGC 11B0-t-2019 - 206 a 1 30:• -30 Y ':- NEMA 6-30 WARRANTY INCLUDED .. ^ STAINLESS STEEL CART 26"W x 30"L x 17'H REINFORCED TO - 215A 1 HOLD(2)TURBO CHEF OVENS UNIVERSAL - D0-3065-3017-C _ - w " 216 t MULTI-STAGING WARNER FOR HASHBROWNS HATCO GRMW-3D0'- - 120' I' 5.9 15 - •Y NEMA 5-15 a 217_ 1 : SANDWICH STATION TABLE FOR NGSS-Ifi"W x.3VO UNIVERSAL DO-16SLC-30 - 212A2 1 32•REFRIGERATED WORKTOP W/(2)DRAWERS AND(1)TOP DELIILLD UC04432N-6-DD1 - 115 1�- 6.5 15 .. Y NEMA 5-15 OPENING FOR PRODUCT PANS-USED FOR NGSS 49"BREAKFAST WORKSTATION-USED FOR KIOSKS AND -' - 226 NGSS IN SMALLER SPACER ,. OELFIELD ;_ UCO4448N-6M-DD2 •, ; '115 ._ 1- 12: 15 Y NEMA 5_15 w 2 32"BREAKFAST WORKSTATION(CUSTOM)LEFT SIDE 6.5 15 - Y NEMA 5-IS . 2� REFRIGERATION UNIT W/COLD WELL OELFIELD DOB WS-32 - 115 I 232 OVERSHELF FOR 48"BREAKFAST STATION DEUtELO r- TIED - 239 4B'UNOERLWNIER REFRIGERATOR ... DELFTELD UCW448N-6M-DD2 . - ,„115 - 1' 6.5, 15 Y NEMA 5-15 LOCATE OUTLET TO AN 240 CARBONATOR BEVERAGE-2 VALVE SPARKUNG/STLL WATER CORNELIUS 631100115044g9 3/1' 31C 126 1 1 B 15 Y NEMA 5-15 ADJACENT SIDE OF THE UNIT SO _ - THAT UTLITY HUB COMPONENT CAN BE INSTALLED I40A CARBONAiOR UTL11T HUB COMPLETE BEVERAGE 48526UH -, 3/8' - - ,; ... - ... 280-1 UPRIGHT FREEZER-(1)SECTION CAKE&QUART DISPLAY, GLOBAL T ULG308SP 115 1 • 11.6 -2D Y NEMA 5-20 1 SECTION CAKE&QUART DISPLAY " •2801 (1)CLASS ODOR MERCHANDISER-SHOWN IN SALES AREA- '- 280-2 31'W.36 7/eD.79"H MASIERBILT BLG-2IND 115 ,I- 13.9 20 1 Y NEMA 5-20 1 SECTION CAKE&OVARY DISPLAY - .. z... 281-1 - UPRIGHT FREEZER-(2)SECTION CAKE&QUART DISPLAY GLOBAL " _Y ULG50BCP.... -" 115 '` 1 13: i 20 - y NEMA 2 SECTION CAKE&QUART DISPLAY 28i• - LI4-20 `_. _ - (2)GLASS DOOR MERCHANDISER-SHOWN IN SALES AREA- - - 281 2 MASIERBILT ° BLC-52HD 208-230 1 10.6• DO d Y NEMA ',a 2 SECTION CAKE&QUART DISPLAY _ 56'W x 36 3/4'D x 79'H . � LI4-20 282 1' - UPRIGHT GgEEZER (J):SECTION CAKE&QUART DISPLAY A GLOBAL s'.,ULG80BCP -:. ` .. ..... .. 115 I •,16 '"20._ Y NEMA _ -_J SECTION CAKE @.QUART DISPLAY -LI4-20 :. - _. •282... - -.. - (7)CLASS'DOOR MERCHANDISER'-SHOWN IN SALES AREA- -NEMA _ - • x 3 SECTION CAKE&•OVARY DISPLAY ' MASTERBILT "" BIG-BOND ° �. - 208-230 I''' 11.1 "20 F 4. Y ... F , n oD JOB LOCATION: REVISIONS _ - ,. -H m N0. DESCRIPTION BY DATE - DAMES D.. SMITH - - m .. HYANNIS MA ; F INITIAL ISSUE US 04/28/14 - - ; iI4'.NORTH STREET Z N �m EQUIPMENT SCHEDULE ARCHITECT, AIA 35 LOTHROP S LN. .. d nki�' ...-. W. BARNSTABLE, MA 02668 u bronds.N PHONE: 508-367-8920 - EMAIL: JAMESDSMITH11000MCAST.NET IMAGE TYPE: CAPPUCCINO BLEND EQUIPMENT SCHEDULE EQUIPMENT PLUMBING ELECTRICAL ITEM CITY. DESCRIPTION MANUFACTURER MODEL N.S.F. U.I.- WATER 'WASTE LOAD SUPPLIED RECEPT. GENERAL REMARKS IP r T c T „,,, ,,,,, ,,,,, ,,�„ REMARKS .. �� W/CORD mcr aF.F. RE}FAwcs 89'W v]6 3/4'D.79•H 111-20 - 395 1 HAND WASHING SINK W/SIDE SPUSHES-FOR FRONT& UNIVERSAL EMS-INL-WH BACK RoomM 1/2- 1/2• i 11 2- 1 1/2--2-PER LOCAL CODE _ - 102 2 EMPLOYEE LOCKER WIN-MOLT WL-66(156195) 419 STORE RDOM WEE SHELVING METRO VARIES 420A B SHELF-24'W.60.0-ORDER(5)SHELVES PER UNIT METRO 24603R - - - 420B SHELF-24'W s 48'D-ORDER(5)SHELVES PER UNIT MEMO - 24 13R - 42DO SHELF-24'W s 36'D-ORDER(5)SHELVES PER UNIT METRO 24368R - - - 420E. 1 SHELF-21•W x 12•D-ORDER(5)SHELVES PER UNIT METRO 2424HR 421A 1 SHELF-IB'W x BVD-ORDER(5)SHELVES PER UNIT METRO 186GBR 4218 SHELF-IB'w.4B'D-ORDER(5)SHELVES PER UNIT METRO- I8MBR 421C SHELF-IB'W x 36'D-ORDER(5)SHELVES PER UNIT METRO 1B]69R - STAIRU SS STEEL WIRE DRYING CART le x 36',TO BE USED 421H IN LOCATIONS THAT DO NOT HAVE(2)DRAIN BOARDS ON METRO 2SPN33AS THE THREE COMPARTMENT SINK - ' 90-W K 23 3/4.0 THREE COMPARTMENT SINK-12'W x 20.0 • - S.S.TOP,SPLASHES ON(3)SIDES. T&S 424 1 BOX W/(2)12-W ORAIN BOARD. (3)TWIST HANDLE LEVEL UNIVERSAL DD-3Nl8l8l42DIBS/TSB- 3/4• 31C 2' DIR/IN0 WASTE AS DETERMINED PRE-RINSE WALL UNIT(INCLUDES BRACKET) DRAINS 133-B/TSB-156 BY LOCAL CODES W/ADO-A-FAUCET 12'SPOUT TO SHIP.W/ 3 BAY SINK 64'W X 27-0 THREE COMPARTMENT SINK-12'W x 20'D S.S.TOP,SPLASHES ON(3)SIDES. TIES 428A 80.W/(2)12'W GRAIN BOARD. (3)iN15T HANDLE IEVII UNIVERSAL BR7MSSN1220-2D12/TSB 3/1' 3/4' 2' DIR/IND WASTE AS DETERMINED FEE-PoNSE WALL UNIT(INCLUDES BRACKET) DRAINS -133-8/TSB-156 BY LOCAL CODES W/ADO-A-FAUCET 12'SPOUT TO SHIP W/ 3 BAY S. 430 SINGLE SECTION REACH-IN REFRICERATOR,FULL HEIGHT- DELFIELO MRRI-5- -' 115 1 8.5 15 - Y NEMA 5-15 LEFT HINGE DOOR 64'W X 27"0 THREE COMPARTMENT SINK(FRONT SKIRT)- - S.S.TOP,SRASIES ON(3)SIDES. T&S 430A 12'W v 20•D BOWL W/(2)12•W DRAIN BOARD. (3)TWIST UNIVERSAL BR-MS3N1220-2D12S/TS 3/4• 3/4' 2' MR/ND WASTE AS DETERMINED PRE-RINSE WALL UNIT(INCLUDES BRACKET) HANDLE LEVEL DRAINS 8-133-B/TSB-i5fi BY LOCAL CODES W/ADD-A-FAWET 12'SPOUT TO SHIP W/ 3 BAY SINK 43i TING SECTION NEACH-IN REFRIGERATOR/FREEZER,NLL pEIFIELD MD1R2-S 115 11.1 15 Y NEMA 5-15 HEIGHT-LER DOOR REFRIGERATOR,RIGHT DOOR FREEZER 112'W X 34'D THREE COMPARTMENT SINK(.LIST BAKED)- - - SS LOP.SPV+41C5 ON(3)SIDES i&S 431A 20•W x 28.0 x 14•BOX W/(2)24'W DRAIN BOARD. (3) UNIVERSAL DD-3N202814-2024/158 J/1'' J/1' 2' OIR/IND WASTE AS DETERMINED PRE-RINSE WALL UNIT (3)SIDE BRACKET) ' - TIMST MANGLE LEVEL DRAINS 133-8/TSB-158 BY LOCAL CODES W/ADD-A-FAUCET 12'SPOUT TO SIP W/ 3 BAY SNN 90'SINK MAX SHELMNG WDRI(STATION-INCLUDES SHELVING . 435A 1, IE BRACKETS(USED FOR 64'&90'THREE COMPARTMENT ISS WST1435E SNK) • 435E 109'SNK TRAX SHELVING WORKSTATION-INCLUDES SHELMNC IM WST1415E &BRACKETS(USED FOR 112'THREE COMPARTMENT SINK) 450C BR CANE PHOTO SCANNER/PRINTER BAKERY CRAFT BCC-IABR 40 9158 110 I f 15 3 Y - 450H - TUB CUTTER BUM-IT 20030 - 450M (5)OUART STAND MIXER FOR OR(COLOR-WHITE) KITCHENAID KV25GOXWW - - --115 : 1 - 60'W x 31°D D BR CAKE PREP TABLE W1TH STAINLESS STEEL - 451 TOP UNIVERSAL' BR-605LC-31 452 TOPW x 31'D D HE CAKE PREP TABLE WIN SIAINLESS STEEL UNIVERSAL BR-72SLC-31 .. - 455 24'D v 36°L STAINLESS STEEL TABLE W/DOUBLE UNIVERSAL 3SLCB-24/COS-OBL-36 OVERSHELVES 08 46p 460-1. HARDENING CAB INEi-SNGIE DOOR,HINGED LEFT MASTERBILT IHC-27 208-230 7.4 15 1 Y NEMA 6-15 : I60-2 HARDENING CABINET-(1)SEC NON,(2.5)ODORS GLOBAL T30HSP .. -1 is 1 11.5 15 Y NEMA 5-15 - 4 HARDENING CABINET-(2)DOOR,(2)SECTION-LEFT DOOR - 208-2JO I1.5 15 ] .Y NEMA fi-15 •j6I. 461-1 HINGED LEFT,RIGHT DOOR HINGED RIGHT MASTERBILT IHC-48 ° - + HARDENING CABINET-(2)SECTION,(2.5)DOORS GLOBAL T50HSP 115 1 11.5 15 Y NEMA 5-15 UNDERSHEEf(TABLE ONLY)S.S,WORKTABLE-36•v 30'W/BACKSPLASI.FIXED S.S - - 462 UNIVERSAL 3SLSB-30 .. . 462A SS WORKTABLE-36'x 30'W/BACKSPLaS11.FIXED S.S NOERSHElf UNIVERSAL OD-35L9B-30-O:G12 ' U 463 S.S.WORNTAB LE-48-MO W/BACKSPIASI.FIXED SS UNIVERSAL... 44$-30 UNDERSHELF(TABLE ONLY).. -. - - 463A SS.WORKTABLE-48•X30•W/BACKSPLASH.FIXED S.S. UNIVERSAL NDERSHEUF DO-45L�-30-OSCi2 U S YgRNTABLE-,60'%30'W/BACNSPLASH.FIXED;S.S. . �-30 - 464 U.S.NDERSHELF.(TABLE ONLY) UNIVERSAL 4.A S.S.WORKTABLE-60•X30'W/BACKSPLA5H.FIXED Si - UNIVERSAL pp-SSLSB-}0-05:12 UNDENSHFIF' - ICE MACHINE-PRODUCES UP TO 255 US OF ICE PER 24 0324A YES YES 3/5' 3/4' DIR IND WASTE PER LOCAL-CODE 115 1 11.5 15 N 470 HRS AIR COOLED-22'WIDE MANITOWAC IY- / - ccam+aiA[m-vym/,..m PR000CE5 255 UES OF KE W 24 11011Ri THIS UN m/SR/,.us AVAwI[ NE[OS LBS OF CE N 21 ITO BE HARD-BY MI FJFCIRX:W1. ICE MACHINE-'PRODUCES UP TO 255 LBS OF ICE PER 24 2w-»am/1 PR ODUCES 255 W 5 THIS LPl 471 HRS.AIR COOLED-30'x10E MANIIDWAC IY-0304A YES YES 3/B' 1/I' DIR/IND WASTE PER LOCAL CODE 115 1 10.8. 15 N ty ,B Av+.eM "tffC.TO BE NABO.WAED BY AN EIECTRIC AN- ICE MACHINE-PRODUCES UP TO 450 US�OF ICE PEA 19 [0+xst�2m-2uVeO/I MO PR00 C 9 50 BS OF ICE IN 2a HOURS T195 uN d72 HRS.AIR-COOLED-22'WIDE MANITOWAC IY-0524A YES YES 3/B• 1/2' DIR/IND WASTE PER LOCAL CODE 115 1 2D 20 N j,;Fyc AvuMB HEEDS i0 BE HARD 11 IC B1 24 ELEc1RIDHM' 473 ICE MACHINE-PRODUCES UP TO 6)O.LBS OF ILL PER 24' MANITO.0 IY-0B54A YES YES ]0' la,K ia-tv/w/,u,P IRA EUGR 11.LBS El CE N 21 HOLWS THIS UN- HRS AIR COOLED-DO.WIDE / t/2' DIN/IRO WASTE PER LOCAL CODE 208-230 1'' 11.9 20 N >,Iu/s�cu�AvuIABV NEm TO BE HARD WRO BY AN DECTRIcIAN ICE MACHINE-PRODUCES UP TO 850 IBS OF ICE PON 21 , 474 HRS,AIR COOLED-30'WIDE MANITOWAC IY-1004A YES YES 3/8' 1/2' DIR/IND WASTE PER LOCAL CODE 208-230 1 13.5 20 N MSP ai P-in/X/ PRODUCES ISSO LBS CT X:E N 24 1HDI TINS ux xn/So/1BNS1 1EE05 TO BE HARD N9dD BY AN ELECTNCWH 175A ICE BIN-310 t0 CAPACITYMANITOWAC 8420 ' -•17Y 1758. ICE BIN-150 IB CAPACITY MANITDWAC 8170 175E ICE IN-Do LB CAPACITY MANITOWAC B52O ° IICc BIN-T10 LB CAPACITY MANITOWAC B67G - 180-1 1 WALK-IN CODER/FREEZER PACKAGE NORLANE PER WALK-IN ORDER TERM ry Z nI"Xw (E IP¢c,i} wlr,5v •4Bp' rcwrz OV.k,m r uN",mcou-) / 18D-2 WALK-IN CODER/FREEZER PACKAGE KELP. PER wAu-N ORDER FORM - uuuY[Onrz O¢A,mv!Iu"�imcouTmOa) " " N _unya 487 UNDERCOUNTER ICE MACHINE HOSHFZANI AMERICA KNM-2518AH YES - YES I/2' 3/1' OIR/IND WASTE PER LOCAL CODE 115 1 -9- 15 NEMA 5-15 PROVIDES 251 LBS OF ICE PER 24 HOURS 489 ICE M -CHINE PRODUCES UP TO 155 LBS OF ICE PER 21 MANNOWAC SY-0214A YES YES 3/B° 3/4' DIR/IND WASTE,PER LOCAL CODE )15 1 7.8 15 NEMA 5-15 POWER CORD ONLY.NO PLUG ALSO AVAILABLE IN 208-230/60/1 500 MIXER-I40 OF HOBART N0400 1 200-240 3 14.8 NO NEMA 15-15 510 FLOOR SCALE DETEC TO 4570 - 51DO _ FRYER,WITH BUILT-IN FILTER AND FRY MAUTY MONITOR PITCO FRIALATOR DO-24RUN - 511 MANUAL DONUT DEPOSITOR W/AD.USTABIE ARM BELSHAW TYPE 512' GLAZER-S"MI-AUTOMATED BELSHAW HG24-EZ/DD ' 513 GLAZER-MANUAL BELSHAW HG24-W/OD -m-vt 520 EW PROORM(206V) BAXTER PC1510O-1_ 907 1/2'•• -,lZoz�w'AT S•ii,,murt lP •• •• 40/15' 3EA Y i+uMixv�u m•''a. 011�cuiu c+.+rtc„NW N[mIN[o:"k.c[kkN,No. . AR-GRAN. P' ay.Mm �1N 5200 .+ EGO.SINGLE HEAD WATER FILTER ODO7I HEAD ONLY. EVERPURE .. 9272-41 .. 3/8' - FOR 1520-'MLL.3RVICE UP TO 3 PROOFEF. 523 EOD WATER CHILLER ISC340 MULTIPLEX SS901130 NI •• 1/2'• 23. I 11.9 15 16/3 SO Y NEMA 6-15 ••ER REPORT/99004330.004 _ UNIVERSAL OVEN-NATURAL GAS,USED FOR BAKING ALL - 535-1 1 PRODUCTS.CAPACITY:5 SHEET PANS 18'X26.OR 6 MUFFIN BAXTER OV300G-SE9DDE 1/2' 1/2• 1wi RCw ft TO nw1p'T/.,VI 120 1 6.6 15 Y NEMA 5-15 ' PANS 20 CUP - - _ xsru uTm rt,w .. ... ...- -' UNIVERSAL OVEN--ELECTRIC'208V.USED FOR BAKING ALL � - 535-.2 PRODUCTS.CAPACITY:5 SHEET PANS;'1VX26'OR, MUFFIN BA%1ER DY3DDE-SEFODE, 12 +� '� 4 cc. 1-120 60 1 1 PANS,20 CUP.VOLTAGE SPECIFIED ON EOVIPNENI DATA /• 1/2' F 120 3 50 60 Y NEMA 15-50 / //SA DEDICATED CIRCUIT ..•S7Y -FORM' - _ REWIRED FOR A NEMA 5-15 CORD. UNIVERSAL OVEN-ELECTRIC 240V.USED FOR RING ALL - PRODUCTS CAPACITY.5 SLEET PARS;1B'X26.OR 6 MUFFIN ♦ S35=3 PANS,20 CUP.VOLTAGE SPECIFIED ON ECUIPNENi DATA BA%TER- OVJOOE-SEFODF '' 1/2- 1/2' 'n•'E'N DRAW m•m OM w •c.c.m 120 3 43 50' 4 Y ,NEMA 15-50 1-120/60/1/15A DEDICATED CIRCUIT FORM "1°"H'Y1""1p1 M1O1 REWIRED FOR A NEMA 5-15 CORD. ` UNIVERSAL OVER-PROPANE.USED FOR BAKING ALL - SJS-1 PROWCTS CAPACITY:5 SHEET PANS 19'X26'OR 6 MUFFIN BAXTER - OVOOOG-SEfDDF 1/2' 1/2' 1wi a¢vv4Mc,c o�rwmH' Mm 120 1 6.6 15 Y NEMA 5-15 PANS.20 CUP. 53B-1 MINI-ROTATING HACK BAKERY OVEN-ELECTRIC BLODGETT XRS-E 3/4' J/1' 208-240 3 50/45 50 NEMA IS-50 1-120/60/1PH 15A CIRCUIT REQUIRED FOR 538• DEDICATED CONTROL CORD 5]B-2 MINI-ROTATING RACK BAKERY OVEN-GAS BLOOGETi %RB-G 3/d' J/4' 3/4'HIT GAS SUPPLY 120 I 15 � 15 NEMA 5-15 - 540 MAPLE CUTTING 10P JGHN BOOS 511-A. DUNNAGE RACK-36•W x 20.0,SINGLE TIER,USED FOR LOCKNOOD D2016-8 J39i BAKED + 541-B DUNNAGE RACK-48'W x 20•D,SINGLE REP,USED FOR LOCRN000 0204E-8 - - LEST BARED R .11. 541-C DUNNAGE RACK-SO•W.200,SINGLE TIER,USED FOR LDOKWODB D2060-8 JUST BAKED - - - - 541-D DUNNAGE RACK-72'W"20b,SINGLE TIER,USED FOR LOCKW00D- D2072-8 ,AIS7 BAKED - -•.541-E DUN GE RACK-32'W x 20'D.SINGLE TIER USED FOR LDOKWDOO D2032-e. - - EIDL .. .. 543 BAKERY PAN RACK KEUHAX APRMIBI8-4-AT-BK-MO - D 552-A FRESH BAKED SINGLE CONVECTION OVEN W/STAND ADAMATIC BELSHAW BX-DD-S 3/4' 208-220 3 20.8-22.3 30 4 Y L15-W _ 2 SEPARATE CIRCUITS REQUIRED ALSO RECLINES(1)120V/60H/iPH/15A NEV 552 5-15 DEDICATED CIRCUIT 552-B FRESH BAKED DOUBLE CONVECTION OVEN W/STAND ADAMATIC BELSHAW -BX-OD-O 3/4' Ar 208-220- 3 208-22.3 JO 1 Y L15-3(1 2 SdARATE CIRCUITS REQUIRED AL50 REWIRES(1)120V/60H/1PH/15A Nd PER OVEN 5-15 OEDICATED CIRCUIT PER OVEN 551 GU2EA NiIH EZ ROLL APPLICATOR-USED FOR MOD BELSHAW 22338HG-18EZDD-34 - ' 554A GLAZER WITH EZ ROLL APPLICATOR-USED FOR�OD- BELSHAW 2233BHG-1BEZDD-32 - 554B', GLAZER WITH SCOOP HOLDER-USED FOR MOD BELSHAW 2233BHG-19DBT4 551E GLAZER WITH SCOOP HOLDER-USED FOR.ROD BELSHAW 22338HG-1BDW2 554E 18•x26'X3.5•DEEP TRANSJCENT FOOD BOX GLAZING CAMBRO 1B263CW - - SMALLWARE$ 560 4B•X36'STAINLESS STEEL FINISHING TABLE W/ID' OVEitSHE1F UNIVERSAL 00-45LCB36-052E5 56D.1 MT 11•%6D•SOLID SHELVING METRO 14WFG .11. 560.2 SINGLE DIRECT WALL MOUNT BRACKET METRO 1 014C - SE0.3 DOUBLE DIRECT WALL MOUNT BRACKET � METRO 2WD14C - - ' 560.4 FLAT 11'%48'SOLID SIiEIMNC ME1R0- '1448FG - - 560A 96'X36'STAINLESS STEEL FINISHING TABLE W/IV DEEP UNIVERSAL DD-8SC935-OS2ES OVERWELF •560' 5508 1 72 X36'STAINLESS STEEL FINISHING TABLE W/10'DEEP UNIVERSAL DE-6SLCB36-DUES OVEPSHEIF .'...- ..... SSDC 36'X6D'STAINLESS STEEL FINISHING TABLE W/TO-DEEP UNIVERSAL - DD-SSLCB36-052E5 OVERSHELF 561 2 FINISHED PRODUCT RACK(IN SHOP USE ONLY-NOT KEWA% APRUE7126-5 Ai TC BK - ENCLOSED) / / / 562 TOPPINGS TRAY UNIT - SUPPLIER N/A., - - - - 563 1 POWER BASE EDHARD P-4010 29051 SA Q27 120 1. 15 NEMA 5-15 SW CONTAINER BIN - RMBERMMD 2620 565 SPICE CART-5 DER NEW AGE - 566 INGREDIENT BIN WITH SIDING LID CANER. IB27 .. .567 MOD ILE SUGARING CART BIN CHANNEL MM'UFACILRINC 6W - - 1 .. ... G3 o o r Joe LocnrlQN: REVISIONS HYANNIS, MA N0. DESCRIPTION JS DATE JAMES D. SMITH � .. m LU INITIAL ISSUE JS04/2e/14 • , ' o O � 7!4 NORTH STREET / z N �m EQUIPMENT SCHEDULE. ARCHITECT, AIA Do ro - .. s 35 LOTHROP'S LN. �IJ � W. BARNSTABLE, MA 02668 dun A bran PHONE: 508-367-8920 EMAIL: JAMESDSMITH11000MCAST.NET (MACE TYPE: CAPPUCCINO BLEND A EQUIPMENT SCHEDULE EQUIPMENT PLUMBING - ELECTRICAL N.S.F. U.L WATER WASTE LOAD. SUPPLIED RECEPT.. GENERAL REMARKS ITEM/ QTY. DESCRIPTION MANUFACTURER S/o / FTI ,.,, ,,,, - REMARKS w/CORp SOE' AFF. REMARKS 568 REFRIGERATOR-REACH-IN.ONE SECTION HINGED FULL DOOR NORLAKE NR241555/0 FTI �� "'� NENA 5-15 ' 569 REFRIGERATOR-REACH-M,ONE SECTION HINGED HALF NORLAKE NR242SSS/O 115 1 ID 15 NENA 5-15 DOORS 571 REFRIGERATOR-REACH-M,TWO SECTION HINGED NU_DOOR NORLAKE NR522SSS/O 115 1 12 15 NEMA 5-15 572 REFRIGERATOR-REACH-IN.TWO SECTION HINGED HATS NORLAKE NR524SSS/O 115 1 12 15 NEMA 5-15 DOORS 573 FREEZER-REACH-IN,ONE SECTION HINGED NU_DOOR NORLAKE NF241SSS/D-025 115 I' 12 IS NEMA 5-15 - 574 FREEZER-REACH-IN,ONE SECIION HINGED HALF DOORS NORLAKE NF242SSS/o-025.: - 115 1 12: 15 NEMA 5-15 575 FREEZER-REACH-W,TYA/SECTION MINCED NLL DOORS NORLAKE NF522SSS/0-025 1t5 1 14 20 NEMA 5-20 576 FREEZER-REACH-IN,i`AD SECTION HINGED HALF ODORS NORLAKE NF524SSS/0-025 115 1 14 20 NEMA 5-20 .. 577 FREEZER-REACH-IN,THREE SECTION HINGED FULL DOORS NORLAKE N1803SSS/8-025 ,„ 115 1'. 11 15 NEMA 5-15 - REFRGER TOR-REACH-IN,THREE SECTION HINGED FULL 578 OODRS NORLAKE NR763SMS/8-025 115 ° 1° 12 IS NEMA 5-15 583 DUAL REFRIGERATOR/FREEZER REACH-IN,FREEZER ON TOP DEISIELD SVI I-SH 115 1 14 20- NEMA 5-2D 584 DUUv REFRIGERATOR/FREEZER REACH-IN,REFRIGERATOR ON DEIFIELO SMDTRI-SH... ..115 1 14 20 NEMA 5-20 640 4 SOFT SEATING-CLUB CHAIRS BEAUNRN SEE NATIONAL ACCOUNTS 641 24'ROUND COFFEE TABLE CUSTOM ISO 645 24'ROUND TABLE TOP PLYNOLD IS - 667 1 1 IWASTE RECEPTACLE FOR SALES AREA(INCLUDES LINER) RUBBERMAID 221 D44_ S80 1FREESTANDING QUEUEING SYSTEM AV INOUSTIIIES 830M - - 691C RETAIL MERCHANOISR SUPPLER 712 6 24'X24'RECTANGULAR TABLE TOP PLYNOU, T6D - 773 DO RIALTO EXTERIOR SIDE CHARS IN BRONZE AMERICAN CHAIR k 52-IBM - SEATING 775 CAPRI DINING HEIGHT TABLE,36'D x 293'OH W/UMBRELLA AMERMAN CHAIR W. 52-8036 HOLE SEATING - - 716 CAP RI BAR HEIGHT OININD TABLE-32'X42'ON W/ AMERICAN CHAIR k 52_8032 - UMBRELLA HOLE SATING 780 EXTERIOR POLISHED TABLE PATH STEEL FRAME 71'X71'X29- AMERICAN CHAIR k TF3138 SEATING 781 IEXTERIOR POUSHED ACCESSIBLE TABLE 59'X69'X37' WASAU TF3139 790 EXTERIOR TRASH RECEPTACLE WASAU - TF'1015 795 EXTERIOR ASH URN W/O SAND WASAU - TF204013 614 SR MENUBOARD SYSTEM POSTERLOID TBD - - - 82N BR LOGO LETTER FOR GIPPING CABINET DOS - BR-068 c 851 28'DD MENU SYSTEE4,6 PANEL POSTERLOID OD-NGN-28-6-5/09 851A 28'DO MENU SYSIEEM,B PANEL POSTERLOID DD-NCH-28-8-5/09 852 18"DO MENU SYSTEM,8 PANEL POSIERLOID DD-NGN-18-8-5/09 852A 13'OD MENU SYSTEM,4 PANEL -- POSTERLOID DD-NGN-18-4-5/09 - 854 28'DD MENU SYSTEM,4 PANEL POSTERLOID 00-NGN-28-15/09 ' 856 DO FRESH BREW PICK-UP STATION SIGN DIGS TBD - OD-NG-28--8-AMO-.5/_ 882 2B 1/4'pD MENU SYSTEN B PANEL.(AM ONLY)200°L s 38'N POSTERLOID - 09 803 28 1/4-DO MENU SYSTEM 6 PANEL(AM ONLY)165-L•38'H POSIERLOID DO-NC-28--6-ANO-5/09 887 28 1/4'UD MENU SYSTEM 4 PANEL(AM ONLY)110%x 38'H POSTERLOID DD-NC-28--4-AMO-S/ ' B88. 18'UD MENU SYSTEM 8 PANEL(AM ONLY)245L v 18'H POSTERLOID 889 IB'-OD MENU SYSTEM 4 PANEL(AM ONLY)135°L s 18*H POSTERLOID DD-NG-IB--4-AMO-5/0 9 80" ': 28 1J4'UO'MENU SYSTEM 6 PANEL(UNITED OAKERY)165-L:P65TERLOJD 00-NG-28-6-LB 5/09. + 891 26JB 1I-H4'DO MENU SYSTEM 4 PANEL(UNITED BAKERY)110•L POSTERLOID - 00-NG-28-4-IB-5/09 s 892 1 IB'DO MENU SYSTEM 6 PANEL(UNITED BAKERY)190 1/4'x POSTERLOID,. - DD-NC-18-6-1.8-5/09 -- 8'H -893 IS'DD MENU SYSTEM 4 PANEL(UNITED BAKERY)135 1/4'x POSTERLOW DD-NC-18-4-111-5/09 8. 2B B-1/4'DO MENU SYSTEM 4 PANEL(BEV ONLY)IID'L 3 H .x POSIERLDIp DD-NC-18-4-BEV-5/09 895 - 18'DO MENU SYSTEM 4 PANEL(BEV ONLY)135 1/4'K 18'H POSTERLOID' DD-NG-IB-4-BEV-5/09 - - e ..- '; .: .., 896 28 1/r-DD MENU SYSTEM 4 PANEL(APDD KIT) POSTERLOID oo-woE-u-sr/u+ssNa - - - 897 29 1/4'OD MENU SYSTEM 2 PANEL(APOD KIT) POSTERLOID -m-elVero-sps 899 16'DO MENU SYSTEM 2 PANEL(ODD KIT) POSTERLOID oo-.wnx-,es/A'ro-sNs '- - 900 18'OD MENU SYSTEM 2'PANEL(AP00 KIT-UM1hl)BEV) PO51ERL010, - 928 14 DO FRESH BREW CHAIR "' ALEMUIR TBD - - 929 DO FRESH BREW BAR STOOL - ALLEMUIR TO - - - - r ..... .. n n D LO. - JOB.LOCATION: REVISIONS -• m - HYANNIS,� MA N0. DESCRIPTION BY DATE JAMES D. SARI-TH_. INITIAL ISSUE JS 04/28/14 SMITH,, SIi1 NORTH STREET - / z N �m EQUIPMENT SCHEDULE ARCHITECT, AIA ED ro 35 LOTHROP'S LN.W. BARNSTABLE, MA 02668dunkin' brondsa PHONE: 508-367-8920 EMAIL: JAMESDSMITHIICCOMCAST.NET IMAGE TYPE: CAPPUCCINO BLEND m 6 ar - m mo 2~ El 0 o .� .. m om� � . REFRIGERATOR ICE'.' TABLE. - o O MACHINE - - A, ... a �m� ^[ m � A m PREP AREA n (NO WORK) ITl zA 6'-0`POT SINK . DNtlH a KNIS zpgi Ao ZSL]3'13 ❑❑❑ dOW arr12.1 o ... .D Cmm _ . B Y B ns ncs D A s r— I, w tar COOLATTA - SANDWICH STATION sranON A SERVING AREA M O SA' g-C D POS D X 9TATION COFFEE STAn IN Cl ON HD-OFF STA ION — N. z. U m < Z ;0 -I CD O AQ CDm� SAo �., o�m O >k a C L<U D ;oA µ r 4 o y .. 09 0 � - RETAIL 3 zFOO '�" z � �0'9z e,nlnj O _ vm y Imo mu C TT mpg S��moo �m Z m{ oo � e =o m go �o q �p oq. A. - n D W .. JOB LOCATION: (,A REVISIONS . m .. HYANNIS, MA N0. DESCRIPTION BY DATE JAMES D. SMITH INITIAL ISSUE JS 04/28/14 • < I o � / "ii4 NORTH STREET � , Z m LA f N �m ELECTRIC PLAN f ARCHITECT, AIA j 35 LOTHROP'S W.. dunkin . W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 bidiffa. IMAGE TYPE: CAPPUCCINO BLEND EMAIL: JAMESDSMITH11000MCAST.NET O i _ C/o if Tl' X -. mmz REFRIGERATOR ICE TABLE - + _ En — yr '.O o M ,Z =m� D^ PREP AREA ''..' •.. m a S U l _ ENO WORN) y Jy t ,x+. N fTl a y ' m mAo 6'-0•POT SINK o ♦. I • - J MNLS X $$$1 D £ OpSo BNVH❑❑� NNLS S13NVd oo�^ dON f '103T3 < ... .. m s A Z D As SANDWICH STATION w nmr 1. COOLATTA ..eta—ON D o m @ -- e.� is OrrPOs X OS STATION COFF E STATION HAND-OFF 1- STATION - DO Iz i >�4 m C CD r, r Agg 'm �zs FAD o $ 50 ' _ RETaL 0$Ar� o O unope z cgm z O emnj u ; - D g 1' 9• j . X w ♦ �... " g , p; �2 ' a v •e n m III��III 1yI I l 0 � lill ' i i o o m o i im'Z qq m a F e S'} y x•, _ •:. •., T.,:,� .,'"a - ti a M y > F 8 q�mAp��IRv9fAgm� < I 119 N `�..• � k •. , O C x D_ FI s�y Z n y<m 4]JC O O Z pZ Z 9 O D < t. .� D O JOB LOCATION ,- a-.. - - -REVISIONS. '• -4 com �• HYANNIS, MA �• NO. DESCRIPTION JS DATE JAMES D. SMITH - - _UP NORTH STREET - INITIAL ISSUE JS 04/28/14 �_ W �_ ARCHITECT 'z N m PLUMBING PLAN; SYMBOL LIST a AIA nk*n' . i m � -,. ; 35 S T BLE, LN. u j .♦ W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 �" IMAGE TYPE: CAPPUCCINO BLEND EMAIL: JAMESDSMITHII®COMCAST.NET NEW INTERNALLY ILLUMINATED - IN-LINE SIGN BY DUNKIN' DONUTS SIGN MANUFACTURER, WITH 12" LETTERS. AREA = 15 SQ. FT. �r FM P —LIEU t i o � o o �� C — STORE SIGNAGE � o�aao ooa�� FT -� LL EXIIERIOR ELEVATION '{ SCALE: 1/4" f - i nI RO h' Nt 6 , Ll REUOVE•Et Srrur,rRAwiE m �L S A •`^!.' 'Rm \.. LU �I lJ a RD N ND NORTH S > LH E SS "Ell - I� Ql SEE PAV-INENT _CTIiN NEW GRANITE PB 1 ``-.l��A CU51 YYY/'LL/jl1 Y P�ZLIC-a0 'HIDE 9M L!.10Lf l�I] i lK.•\\ / j11 NEW G.NIri,:UP21fh:.CUNG.:.x - (1YP)IUIT�Ii SEE>T ECTON :DEWS A / 1" I d MATCH=: D.I.S :P.:DES ON W rr1P)SEE SECTION•rcn�\ _ -__._ - - Yt r o Ir aZ _I; _1 -_A__ n r D -- --�� ,��1�I-, I� r,1-/�-�_/ I —� • `` :y r ,. _' '�..1]id l/� --_- �_I .-- --_. .0 :r"r5-LVf�CIQ 411:1 5 J •~ r _ - A G. _ate=_ _ _— nIEE ED<C f6.r a _ _ ;.. �� , .F�,., '; LEGEND LOCUS MAP I.� - , FEE S.ANDNG `✓S /`3^.._, d i ',1 I I _ 1/ - T'� 1 , 'I f]99 �� 1' �• i( SCALC t 2061' J� a scR Na.J " ey:o' ice_ ?tf f I 1 t'..F, c, I fl h' I r _ N I.E 1,-� �%� ,��,' � - ,��- �-- ,r_� + � sEwER u P, • ASSESSORS MAP]l9 PARCELS 226-1 '26-' I _ %35.9 'irk" __--. �._! �+ .� •"�(, IJ� :OiDE nLY.: L0 i 1 DEED REFERC"ICE OB A PG 310 N + -I e I :gip - PLAN BOOK 352 PACE F.1. / -arc 5J �� --..-- :]} .. STOR-AFF.'�� -��' �I ��>t..x RJ. FT\ `.I j{i ll warER.;AWE �• FLOOD ZONE C / +Js.: 30U � i•Lgr•IYP.)/'' .'1 LP2 IMG PIT / I. f� J _ TOWN WATER AN0 SEWER AVAILABLE ,5.9 - - AP OVEPLAY DISTRICT - I! I ` , . ]�,� / r! To sTwicl�ua ✓� . �. EXIST.CATCH BASIN'1 i .IPI f ..' EL 3a.6 / /'• I� h - I'. �.00 B-I BUSINESS DISTRICT " '• I - -- -- - -- - • ,• LOT.AREA 10000 SF fnln 20,720 Sr COMa1NED Lair AREA � d.% ��M1ry %'SL ]c.4 _ _ _ _ _. _.. -_ /. ` T_ / /ram Ln:✓' (O 6iL15 ep�r: FRONTAGE. 20 MIN. 276 BB' PROVIDED r i- -- -" -' "" _ J I' SETBACKS 20' FRONr 20.5 PROVIDE[, I 1 / // / li .may Y 10,SIDE- 16 9•PROVIDED - 6LE - 10 REAR' N/A I / 1 j/ / I ['� ' �h a BUILDING HEIGHT JO'MAA o 15 TCR:E^> _ 1 I / I •� FLUOR AREA Rat10 Os (025 PROVIDED H 1.1 STORIES) 3a2 PRECAST WHEELSTor' FRONT LANDSCAPED SET Z4uc 10'REO• IO'-PROVIDED 1 f` ^� PARKING/ DRIVEWAY>AE dJFFER:S' RED. 0 PRtJV10E0 1 I I I I J ' ./ - _ . - cx15nNG USE GAS STATION LAUNDROMAT/RETAIL �15�.1�� 1 ;D t I,i... 3C.a9 / //� /// = % pF14E-THRJ 1 4�S ]ss I / •NINGOW 1 DNDECROUNO TANK LOVER 6 T ]5" _. I LOT 1 P;/ � = . / ,', -/ PROPOSES USE:CAS STATION fM0 REPAIR`NOR ' O 4y CONVENIENCE STORE&COFFEE a S AUF'4rtt 1 t'-'058t S0. FT 1V1'"� WITH 2 APARTMENTS OVER IN A HAL.STOP,'i 1 - II G 28t 5!) S �/ / / /�/ I +J):7+ )B I I -_. 20'LIGHT POLE.. SEE'.APARTMENT REGULATIONS 6ELUW ,I'. VI IS,)` // 6 Z. I �M rtURiNO WELL `'/ • x \ W � _-36_.. Ewsrwc con rouR \��m� I R tA) / `��`1F _D CUY w E NEw c Ary TE wab NO r CONC rT] II " �1 -ill I I- 1 / ROPOSE . . I MATCH EESnNG ORWES 1 I I /RELOCATED CANOPY I �; "I, _ 'I - `l 'A'Im - _� •), L (5 AIOAS OA(E I--SEE 5Lc1 Ofl UPwS '1 * I 1 11 1'y, 11 CONCn'F.iE PAO BELIED rN C _ - TANK RUN=FOR PAD DETAILS y " BIJII.DIN :�� +]6.J E ST'SPOT GRADE I r 1 �} PROPOSED r' 'SHRUB LtNVL ry CHA9L D FORD I ` , I PRO 055GE DF Av IfcNT' iL' - /: - • // {^'^ I ri '1 ( si CaO-DERM(rvP RROPO`EO 1 I li' F IL pr£R,aaTOE JBEiW'EEN: P. :->09 a -9eao. 11 1 - ALLJr+ Y I u RN OENDRON O i Y' R02D qT gA1g �� NIK19UE-NYORANOEA INN, aINI:. - 1 1 (,% a •] % 11� j I r / o TRAP L aJ eJ� / A WHITE AZALEA OR EO. ' -N i 1 a O ER-ABPAH M PETROLEUM. / �. oe 16.90 Pc 1;..y; 'I '1 �L.. T �„A9NDP.TM brREEr I.lIS w U2BG, 1 '' �> IsnNG:R.LENH .`:. PROPOSED.. 11EN TREE Is _ '-. '• 'l0 6.1 11 q f, �! 'uY' �� //�'Y/ 1 A J/�/ 4 I' S NGLE STEM HEDGE MAPLES c.:.:IESTRE) �'. —DNW—___ O•cRHEaO WIRE OI O C) - L t I. y - '� \ - ___ -__ CAS LINE O a m rll�I Chi NOSE U L TANK LO..Lr10 �� / T_ -// �// / / //// I 1 1 I I 1 " 11\ 1'PPPROY SE SANK P 'RATER LINE Y N i _ I I 1 .� ✓�I ` aY OTHER FOR DIJ ,� ],IO.C.PAD'DET LS`-f.. I.,: I INv _ �/ i I SEWER,LINE PROOSED w ISE'NE AJANNriI E _.T'77 ! % i / 1 �+ i DARKER URLITf UNES PROPOSED(U.C.) > >lLur 3b.5 S _ _ y I I}79'^-r WI.L 36A>F ,• %I1 �/ �j I ® PROP.CATCH BASIN LEI-RMINC p—R SEE APT. RECS REMOVE EK1EA NO r oCCUr TEND I I r]Y.N 1 9 'YxGHIrIJ Slr'IL--. .6 1• �// i i- ,r� rt i I.. :. V It AP?.RTMENI'REGUUAfION PER 3-2.1.1(.J) C ROH EYSTINO AVEMEHr 1'I 11 - _ O I'. OF STRUOTJRE f/ Y je /,///�/ / '\ 3-2.1(JI (o)APARTMENT DENSITi: 6000 SF/APT. SEC PAVEMENT SECDOl 'I ,L.u4 �3_3 _ - LEAC�INC ra _ .RIM 3i e 3 / T 20 720 SF/ RKRM SF 4 OVARTMENTS.ALLDWA&E 2 PROPOSED ! IN'.�]t eo .11•`�� J EVFI At EL-?t _�� - �;;� En..J ! LEVEL ATE ��] e\' PROPOSED. 4 O TER 'T'' �, f _ �+J])5\ ' � �T�� / f-1 STORMwATER (U) MaxIMUM Lot CUVERaGc'2UR _sad SFf2 i) t l 'I =TToau'«ArE�'��1N' �_— W G ��/ LEACNINc w, M c zo$F I zsz o.K. •':\ _--n>a _'_'---L__= _'y / Z 1 I' 11 J)(])FRONT YARD SETBACK 00G OP}X BLOC HT iPELIEF PEOUFSTED) - } 2 1 I(dl(eJ 510E&REAR NT,OF AIDE. J6JU -- SIDE YARD GREEN SPACE 9 PROLIEF EO > 1JD o a (f) 20*PERIMETER GREEN SPACE FT S(RELIEF REOV ESTED)- - - 1 - ]s.59! PROPOSED SPOT r,RApr. 2 1.1(Jl (9) OFF STREET PARKirI•:'>f'UNR SEE PARKING CALCS a He.L.Nl SEWER-- y -�.oa,�-,_ --' - --_.- _ - •.-_ .. I /.' / NO , '"]� - -__ - // PROP05E0 OUNrOUR' O ' SEWER UB -PRO � _ _ 3.77' CONFIRM vu2Me ID+cPRIOR TO s I 75 .. 32.00., - ✓ // ---uv- - J WORK ON SITE �NESi3 ,mA,1 OU PSINKS ID 01S SHIPS ONLY / /// Nnt e' ,r SEED ALL DISTURBED AREAS w oAVED. u 1- r .rIr1RE BUILD' //' / °- LDAM C - / ZEE GENERAL NOTES•:m DETAIL SHEET I. 2 Eq PARKING CALGJU'IONS / . RETAIL' i I55 SF S1/200SF) STORAGE 96$F,t/700SF) �L a O� RESTAURANT 6 5 ArS(1/) _ '_.00 - - 3 EMPLOYEES(7/7 EMPL) - 1 50' 1 - - .. /�L- o a S F TARE-OUT AREA: r RE S.DG - I _ _ w z LL` c _ N•]N HAaNABLE CRAWL PAC-= D.0 Z Q w r APARTMENTS 0 ,?Pr.) =3 00 a _ 1 7 A$PACEi rcVIDED.D •�•( M ✓`II , Z�I. a (9 SPACES IT;FRONT dUl_DINC +6(50;:OF CANOPY PARKING) 151 : a /■d.HC .qLG"!y31 @YI�OP LA">S■r/3 pia ,,.,��'■l.; 1sya+�.i � I T II • I 521 CMQ� I .H•P Sa REQUIRED - - - AN OCESSIBLE HCF SPACE PROVIDED- T ; SITE PLAN �.. 8 KOSi-03 I �� •1� ~ .-. . .�.._�._�� y �....� - ..�,-. �. _�_�.��.��,.�� _ Imo_ w 8 c n DUNKIN DOUNUTS CONVENIENCE STORE oil E NEW BUILDING FOR: ABRAHAM PETROLEUM INC. LIST OF DRAWINGS x NORTH STREET c.o COVER SHEET t- H Y A N N I S, NA A.O FOUNDATION PLAN W/DETAILS & ELECTRICAL Ulu, o1-ul w A.I FIRST FLOOR PLAN w -a o`_ A-2 SECOND FLOOR PLAN om A 3 ELEVATIONS w m IL ; A4 ELEVATIONS o W o NO RTHS IDE 5 BUILDING SECTIONS V r=Z ��11 A6 BUILDING SECTIONS Q DESIGN' A7 DETAILS Q S.0 FIRST FLOOR FRAMING y ASSOCIATES S.I SECOND FLOOR FRAMING S•2 ROOF PLAN W/ FRAMING OF DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN E.I FIRST FLOOR ELECTRICAL PLAN ss a E 2 SECOND FLOOR ELECTRICAL P _G 141 MAIN STREET + YARMOUTHPORT t MA 02575 ° (508) 362-2210 (508) 362-9802 AYLG'R TUR.AL No. 77 U s d u BASEMENT NOTES: TYPICAL WALL NOTES 1.VAIN FOUNDATION WALLS TO BE 10•POURED CONC.W/20¢5 TOP BOTTOM BARS 1 5 BARS¢I'-O'O.C.HOIII AND VERT, REST FOUNDATION ON 1020'STRIP FOOTING. PROVIDE 3^v5 HDRIZ,BARS CONTINUOUS IN STRIP FOOTING W/ KEAW MIN PROVIDE a5 VERT.DOWELS 2q'O.C.HORIZ.EXTENDED 3'-L'MIN.ABOVE tOP OF FOOTING.PROVIDE 5/S'X12'ANCHOR 0 BOLTS: O.C.NA%. Z W WOOD FINISH FLR. - 2.ALL STRUCTURAL STEEL COLUMNS TO BE q'%4'XI14-SQUARE STEEL TUBE 0 U COWMNS TO EXTEND TO FOOTER BELOW.PROVIDE G'%L-XS/8'CAP W _ PLATE 1 G'X12'%3/9'BASE PLATE W/49S/1'DIAM.BOLTS.WELD ALL CONNECTIONS - O U FOOTERS Tp BE 3G'%3L'XIS'SQUARE CONCRETE W/3¢95 BARS EACH WAY. _ -- - -- - 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. O 4.DUST CAP TO BE N"POURED CONC.ON COMPACTED FILL. N CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 1 S. LU CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS N REQUIRED BY CODE(WINDOWS OR MECHANICAL) Z CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN �! Q _ Ali lI 9'-0'MINIMUM COVER. S In SILL SEALER II I A_�J A B 1.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. C D 1/2-DAM. 15" GALV, ANCHOR W " BOLT 0 4'-0" O.C. ! )III Ili III A.6 - A.S S.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. A,S A_G W 20#5 REBARS,CONT. 'ij rill- = � _ 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS, ANY MISSING. 1- =II=I.I--I! - INCORRECT.OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION N &AROUND ALL OPENINGS " I' ;r OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. DAMPROOFING ! 2%12 P.T. LEDGER =11 II O j METAL FRAMING HANGER P- i 5 Zti^ TYPICAL 50NO-TUBE K Od Lwj TYPICAL SILL FOOTING OwOw3 �_I ---- LANDING SLAB--------------------------------- -- _ --------------------_ -_ ¢UwOaO ZOwO DI -- ------------ — -- - - - -------- --- --- - --- --- - - �o�wov ! q /2'W SHELF I '`a��ovl TYPICAL T.S. COLUMN m I i z rc O x ' I U Ozx[��w BITUMINOUS JOINT FILLER, I I , TOP OFF W/FLEXIBLE '*-'------ ' JOINT$ELAN T, I --__y_,-'---�-i � � 9'LANDING SLAB ' 4"CONCRETE SLAB ------------- CONCRETE FOOTING lz „ ¢s^ 3'-0"z3'-0"x1'-3" I ' v SONO-TU E FOR ' BASE PLATE ' \ cJ i ' I I i / STAIR SUPPORT ----- - C--) E o _ _ PROVIDE FOUNDATION \ / / I JI E_ O TL.. 1 . .PROVIDE REQUIRED --- 2 �'� 1 �'C/ CO BYCODE Li EAM POCKET. - 0 STE EAM, 1 v. •� __ _____ __ ____ _ - 3 y5 REBARS CONT' _--__--; -_ -_-- ---__- _ ---- ----- ---BEAM POCKET. F ze SIZES TO FIT / I BOTH WAYS'(TYPICAL) o ' uP ,� -.- --- i,�-r,---,--- DROPPED STEEL BEp11 -----,- .-- - ---- SIZED TO FIT T'- t-''k n lui=i)III ——————( — 1 ——---- — —'-- — — -0— —o- ---'— rp 1 III Q.•: _ TQ. ! IH ni IJ II / y TSTEEL BEAM. ml - III. 'LI=It I`-1= Ili )III=III I illl )III I'I-='lll l lllu Ili 11 ill f I � � 3os„� �� I �dac„m III III III I'I i!II .III Ilil_ )III III': II'I III' IIII—III )III j f!Ill�u 3 -.I I )III, III--1111 II' ;;)III IIL, )III-IIl, II: III ,III ,!III-III III, .! of // o'I � a :$�$�szsgW " COOLER SLAB (DESIGN BY OTHERS) llps BATI I I j SONO-TUBES EQUALLY I kkki�YO¢11§1§SSa�E'"�.'JwIB \ ----- ACED/ SPACED FOR DECKSUPPORTBEEr i PROVIDE GRILLES FLUSH I OCOLUMN FOOTING DETAIL I - — TO GRADE OVER ALL 2 AREAWAYS.TTP. SCALE I-1/2`_ '-O" , 9 1/2'W SHELF ---- ---------------------------------------------------------------------------------------------------- - ----------------------------------------- 6- DO NOT BACKFILL WALL � ,�., � ,-. .,, ,, I UNTIL CONCRETE HAS : : ' J z ATTAINED 7 DAY STRENGTH -� --' `" -'-1- AND BOTH TOP &BOTTOM ;T _____________________ _____________________________ t, _____ P A - 4•POURED CONCRETE SLAB l OF WALL ARE PROPERLY. ;I A1I 9"POURED CONCRETE SLAB SERCURED. FOR PATIO SLAB FOR PATIO SLAB rl . �_T_ _____ ,_________ PLACE 2W 5 REBAR AT _____________________________________________�________ ________ ________ _________ _____ __ OF N - ': .. 81T//. FL FILLER, -- r9PFCAE-�bRa=YuB@�7__________________ ______ _______________________________________ ________ ________________________________________ ____ O W WALL OPEN DOORWINDOW.&OTHER -III )III I'll a._.,' .", i0P OFFJOINTFSEAILLANT -_ ---- - /-W--.-- FOOTING DETAIL - -- TYPIFOOT FOCAL OTING ABE W/ --_-_ IL O )III tl-- \J -'� _ t III=iIII—II O O iT' O •I ' THICKEN SLAB TO 12' L4� t I THICKEN SLAB TO 12' I. ' - Q N Z II III=)III I I BELOW PLANTERS ' __ ____ _ _ _ __ ___� '- W Z III )III -- i _� L J BELOW PLANTERS J =Q 4"CONIC. SLAB I IG.0 IG 3 ' B O H Y i III � — 2®q5 REBARS. CONT. I_ :- _. -...__. _-___—_ _.__.__ .-_ .-__-_— _.______ 1c O' n{--_ '.L•-5' -_ CARRY DAMPROBFING =)III=II' III1! .. 6"COMPACTEDILL _— __._---_ -- -e2 5• - Z ZQ O OVER T P OF�TII I _ FOOT III=)III illl I!I 111 Q LL 2%4 KEYWAY II� JII ELECTRICAL LEGEND p[ TASLe/PLOOR LAMP NF xARROW PLOOO I. I' III )III=1111 Q _ I!=III' III I: III—)III )III III)__III' A ❑ ReCESBfio CEIuxG noRNTeo g EUITCH g C D )III—IRII )III—III,_)III—I 6 O SURFACE CEILING nouN S, > AY SWITCH III III A.S AS USED IN THESE DOCUMENTS.'PROVIDE'MEANS FURNISH AND INSTALL. '_1�-� - •' hW�l1,V?- II 1I- 11-III Oi 9uRFACe WALL nOuxieO S v OnneR BwITCH WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER.PROVIDE AS MANY -_l_II =Ili=fill=l�'I-11�I y-;ll _ ® WALL IASHER ouTLeT SUCH ITEMS A$ARE NECESSARY TO COMPLETE WORK. CABLE Tv OUTLET "� !sexTCHEO ouTLeT DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER;PROVIDE WORK p -)III I11 III! )III=)III- SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH 1 = I 1 1 N TELEPHONE ouTLeT N GANG OUTLET REOUIRED EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY Q SHOWN OR SPECIFIED,PROVIDE SUPPLE MENTART OR MISCELLANEOUS ITEMS. .- IL•/ Y 1 W,__v Y ® BATHROOM PAN/VENT' FLOOR OUTLET APPURTENANCES,DEVICES.OR MATERIALS INCIDENTAL TO OR NECESSARY FOR _1 ® SOUND.SECURE.AND COMPLETE INSTALLATION. Ruu BrM a tlVNc®wvatMl M[L' 0 SURFACE CABINET PLUORESCENT STRIP ^ SPECIALTY OYTLfiT OCI EXTERIOR SPOT LIGHT it OQ EXHAUST FAR/LIGHT Q_ Z O OTYPICAL SLAB & FOOTING oPC PULL CHAIN RAC¢LIGHT W A 9 C D '" . fY A-1 Vf r-r yr Rai of ro O V- of yy 2 - ... .. _ Drift tr vomor - BATH r-rup i �k0 tl T" t U _ - - x r �� . 3 loll' NEW RETAIL SPACE i CLOSET DESIGN LIVE LOAD 100 PS1= 1 1 off �� ` , r COOLER i t Y Z ' WALKWAY WALKWA j J W PLANTERS IFLANTER PLANTERB PLANTE 8 o � 0 §1U U- Z �x re r-r ►�vf• r-r -ram of r-r rr r-r w of r-�w r-s• rY r-r ry of r-r rA yr r-r ro r-o F- _ Z a m A u wo n rwr OOOrMMi1•Trnvor rrhrr lYrlrw uD nur..� • •„ ►��Py`yb��}�rpr �y�yL rr yct� ��it�r 'P��o�'nenvp M nur � . '. �■'OL Y4lN��rr MOlr0.� ip�(T� it YO f } e� Ing P. s Vr 9 r -, , -m� z � i I13 _ i I � g 70 S i¢ ♦ o = v 3 i a I b s x N P i I 5 '6R�c'j r • I 1 �y IJ y t i j Fl V! C I V�VT I 9 ;C 1 • I - tji i i I COPYM i J M Vf Id a'd I-i• ai aR DATE on"s SECOND FLOOR PLAN �� a� NORTHSD)E N� g �•�• �� noo SP — e DESIGN �m ara,`". asnanx nm w+a we NEW BUILDING POR: " SO�`�'�'�j�` an m` � �l R I OAS ""��iaw m�eamR• a at a am a�•t DRAM/ ABRAHAM PETROLEUM INC. e..�m.-e `WOFWr""'""°n" _.i�°A v"�ui 7sINCRYE IEse�NL.m.�cAL aE]YI pworm pubamm CHECKED A2 7/M/io NORTH STREET w�we.l' ...wow��as+. �OF PKIM of HTANNIS,MA �+ i D A a e H YIIML .OMt .IIrI41Y p a a. a a a p ° ° ° Tff =Irmrml I EH:j •MY O'DO[�101NY.0°t I [H f' 2 •3 IEae4 III Rg6o b _ono new --------- - —_—_____ ------------ @�R6 '..ro °� co.a rtoon� — .,. .. . K E gg ZF DUNKIN DOUNUTS CONVENIENCE STQRE Ir } - Alaf.r r,n,ooY.nAaa I/Mif - . Iw rt ro.r 11 cootan.Y."w" •L v •■ C7 O 6 - - __ nAN noon A ann.i>ecc se coda.ru.r.n -.L— . FRONT/ WEST ELEVATION Y all°r T.IW Iloel.Inwr.. WCM RV'I.N�C M.CJMAt'/T9 /C0!'.I f.Wn1L M°VIOn Y MAl1T s r-r i 'e w z U SQUARE COLUMN O Z .CJ6b 1I.'y0 Q � AWIMYn trll COVNK.L IIR. .., V-O W� ADAt.t.m.t,rw ❑❑ W �OC� 00 ~ °im x corm — -------------------------------—------." _--------------------- --- m F} IY �roNt w�NtYwR CIYurNNi Vim.Nr.A04 twY°r4s� I�F -------------- ------ -- ----------- --_--------—----_—_-------_----- -------------------- • WZ Q OZ S L z Be a ®a ILL.ACJtNa of a1 - on rtwuY1u� y ®a � a arc n ro.t -C°011.. —— FYI NOO.� �Iur ram. ---------- � w V RIGHT/ ECUTH EL E TION �4'°` o � A osTon a.aw - b i ' AYIy�LT■OOr MfYpl/� � ' rTTH- Dall ———————-—-——————— x — gg _ ffi6.T�ot'o ems.°. O❑ v wws aunty w � �� --- - zR - REAR/ EAST ELEVATION �.oro.,,.u.ooennerrw+r"w Mo." Ak�nwpM wm eur�]i � YHdjfEeY�ri�te� W L 0 w< W Ole (~ d!U : �eecw^c°E---------------------------------- — ----------------------------- '°'w'—e w Za�= ___________________ ___ ___—__—_____---____.____—__�T �"*nO6iWO^_r� Z 4 T In �MM I'tOOR —————___———_——— —————————————————————————————— V —_ .loot nwnru 3 rHr noon C-LEFT/ NORTH ELEVATION t : � Q 3/4'FININDJ FLOOR I 3/4'SUBFLOOR " _ 11 1/8'FLOOR JOIST R-14 FIBERGLASS INSULATION z 3 U I/]'GOLOBON RESILIENT o U FURRING CHANNELS 2 LAYERS 5/8'FIRECODE GWB Z O N ' 2 HOUR FLOOR/CEILING ASSEMBLY _c'-�• __� m g I. I(D SCALE:1/]'1'-O' Z It o 2 'i If13 I 5 W (Z I m w " I w o N i o � CONTINUOUS RIDGE VENT �I �, 9'_G 1/2' ASPHALT ROOF SHINGLES - I iT —" —f' HVAC PLATFORM �Qa zS" ow TO BE` CONSD ON OFRAF TOP OF RAFTERS. I t� m0�0- {I'•`=1,I 5/B'CDX SHEATHING IZ F =N �oz pO I CUSTOM A 55 HATCH r I� E IPME _e Is°BUILDING PAPER EQU MEN R-30 FBGLS.INSUL rv� K =pp�0 j:jjo } STUB WALL FOR PLATFORM tt is SUPPORT o� za�zu��w�do .y ..".. :..r..r n.... .r n.:i..n.•.; .� .�:.nn .n. .n. �.. ;7 ,Yr, .vl .,z?t Y' :'v1- R-30 FBGLS.INSUL 2XIO°CEILING JOISTS (° ~ li'O.C. UXIO CEILING JOISTS w i--- ADJUST ROOF PITCHES .$ IL'O.C. m$ IDBL°TRUS9 LOCATIONS) A9 NECESSARY TO u o \ AVOID HITTING IDBL 211 TRU55 CHORDS,TOYP, 'n p �ZI W a ry - ]XL TRUSS CHORDS.TYP. WINDOWS DEL JOISTS BELOW /, :° ¢Zn 1 PAR LEL WALLS,TYP. O'I.r Q E-- U STORAGE HALL ]HOUR WALL $ 16 I-jALL ]HOUR WALL io_I,o Ix SOFFIT SEE DETAIL n .5 ' APARTMENT LEVEL mu±lu cs°RP VENT H0 un APARTMENT LEVEL Ix FASCIA ' OG ..__ ._.._ W/ALUMINUM GUTTER 9.\l ............. .... ........ Q J SECOND FLOOR - -.__. ' SECOND FLOOR \ r \ _ 1 - q PLENUM IX FRIEZE------------------- w w� \ $ ]°I 3/4'%II l/8'LVL _ R-13 FBGLS.INSUL F i PROVIDE 3 HOUR RATING- - _ = BELOW-Si'AIRPEATPORM= „ .p -. BELOW DORMER WALLS 7 HOUR CEILING a 2X9°IL'O-C. o fn ]4'X4B'SUSPENDED CEILING CDX SHEATHING -- 24'X48-SUSPENDED CEILING 1 A li �"o —1/1'GWB PUBLIC LEVEL ALL PARALLEL VAPOR BARRIER DOUBLE JOISTS UNDER I uu WALLS WC -I'�p gLoLw�ag§� ELF NSv.� 2 �EWS" a2 IKm;° TTVEK HOUSEWRAP !3> 6Ca$�nn6ga ' 3/GLUEDPLYWAND NAI OD LED OR _ ,- I PUBLIC LEVEL � . y8� - _ `•� 3/4'PLYWOOD OR ILL SIDING IEEE ELF IS.) Bg2 ��1a3oMa��o B GLUED AND NAILED PIRST FLOOR .—.._._..— TT SILL 2XL P \ I rl� I I RIM JOISt '<�Ai<ws'^ sw��uwaqp \i SILL SEALER N F��So�i 3�6�:�'m�d 10'POURED CONC.WALL BASEMENT ^i _ 2 BASEMENT ° M BASEMENT SLAB ,� _ BA5EMENT SLAB z MAINTAIN 48'MIN.COVER Z • "" 4'CONC.SLAB LO c[W F G'COMPACTED FILL F O J W SECTION a CONVENIENCE STORE SECTION a BDf`M 2/MAIN HALL/LARGE DORMER U D O a '11 FRAMING HANGER � Z I--N US,FLOOR AS USED IN THESE DOCUMENTS,'PROVIDE'MEANS FURNISH AND INSTALL. Q N Z WHERE AN ITEM 15 REFERRED TO IN SUNGULAR NUMBER,PROVIDE AS MANY J w Z SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. 75^�j =Q q� DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER:PROVIDE WORK co ,• F-)- SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH Z (V _ REQU WIRED EXRESSLY BY BOTH, ALTHOUGH SUCH WORK IS NOT SPECIFICALLY Q SHON OR P SPECIFIED.PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS. APPURTENANCES,DEVICES,OR MATERIALS INCIDENTAL TO OR NECESSARY FOR Z< O 3 LAYERS 3/4'PLYWOOD 90UND.SECURE,AND COMPLETE INSTALLATION. Z LAYERS 5/8'GWB J 1T 3Xq's ON FLAT ' I/]'FURRING CHGOLDBOND RESILIENT FURRING CHANNEL W n, 3/4'PLYWOOD 2 LAYERS 5/8'GWB Gli W ]XIO LANDING FRAME-► I 2°2XIO HUNG FROM 4X4 Q ON FLAT.LANDING JOISTS HUNG FROM DEL • FRAMING HANGER 1 LAYERS 5/B"GWB r HUNG STAIR PLATFORM W/ FIRE RATING m � SCALE:In•r-o' c r. b J CONTRACTOR SHALL ADJUST FRAMING SO FINISH STAIR OPENING COMPLIES W/DIMENSIONS. O a Z L'/ H W o • ASPHALT ROOF SHINGLES 5/8'COX SHEATHING p I Z 0 3 U i z w v BUILDING PAPER i 1 2XIO o IG'O.C. Q I, p V O CONY.ANODIZED CAP N 1 FL ACHING SET IN NASTIC SCREED TO WOOD^ 5 i O.C.TYPICAL. N U, I -2X BLOCKING z DRIP V Q 5 m EMOVEABLE STRAINERS K 'DOWNSPROUT$.$SAL DOWNSPOUT TO GRAIN SOLDER DRAIN TO GUTTER BOTTOM 1X1 TRIMLINE � CHANNEL INTERIOR I VINYL GUTTER - /___ BED MOULDING CONT.SEAMLESS GUTTER SET IN MASTIC t SECURED TO - p PLYWOOD EVERY<' 2X4 STUB WALL < r 2X2 CLEATS 1 3/4'MARINE PLYWWOO } tea¢ wLZOa J¢pa N?Zr OBL 2X8 BLOCKING BETWEEN nOwaw JOISTS BELOW STUB WALL 3/4'TRIM QaZp I Z r¢¢ I 'I = � wpZp3y V I� I� BAND MOULDING10 1' 2X8 SOFFIT W/VINYL a0 z1. ¢�zu oa BEADBOARD ¢ 10'TURNCRAFT POLY-CLASSIC z NON-TAPERED PLAIN SQUARE I3 n,.. COLUMN.TYPICAL. A um 1 ALUMINUM DOWNSPOUT RUNS INSIDE COLUMN GTE 4X4 P.T.POST TO •s SIMPSONINA 54 POST BASESIDE F 2e]%12 RIDGE II CONTINUOUS RIDGE VENT IBERGLASS Q O COLUMN.TTP. �� E- CD n 1 i ID4 Co c 0 Q Q ASPHALT ROOF SHINGLES • _� I� INTEGRATED GUTTER � � � 15a_D .' -- —s/e-cox SHEATHING 45•-O' 159 BUILDING PAPER R-30 FBGLS.INSUL _ 45• 45•-O' • A f' +� 7� 2XIOPcEILING`JOISTS guj 2XIO IG'O.C.TAPER , L^TRU54 LOCATIONS) o �x$p�a zsu�W u CUT•I/S'PER FOOT 2 W71 TOWARDS OUTSIDE EDGE. PROVIDE 3/4'DECKING. EPDN ADHERED ROOFINGL__�I.B TRUSS CHORDS.TYP. 8E �a`z'"DgUBU�� EX 9 MAHOGANY SLEEPERS, HCs I/e —IX SOFFIT W/ ABOVE. .6 APARTMENT LEVEL IX FASCIA €€ EJ��S �sga SECOND FLOOR W/ALUMINUM U �.—.._--- ---- ----'—'----——' -- ------- - ---._._.._.._._ ....-__..-...- :,-_.__------------ --__. ---'-------'--------— — —'-- -- 20: .--- --- -------'—'-- Yr .-)fit_ '—------ ----'— --.__.._._ ��7u,uM i"e.-�� M GUTTER SECOND FLOOR • •` IB,. T IX FRIEZE RIGHT SIDE EXTERIOR LANDING-_._,_ ___ _ .. ...........y L -: - 1 I RISER DOWN FROM INTERIOR ANDING � IL K IS R-13 FBGLS.INSUL SUPPORT DECK FRTAMING i 11 Ir"ABOVE TOP OF COOLER I q 24'X48'SUSPENDED CEILING 1312 DECK JOISTS SHALL �r 8 11- 1/2'CDX-SHEATHING BE SUPPORTED ABOVE _ V COOLER TOP. DO NOT flip �' - 104 1/2'GWB z REST DECK FRAMING PUBLIC LEV B VAPOR BARRIER N ON COOLER o -s — COOLER roluN 3/4'PLYWOOD SUBFL R TYVEK HOUSEWRAP Z GLUED AND NAILED G COOLER SLAB AND FON SUPPORT s SIDING(SEE ELEVS.) W rc 5 Q BY OTHERS, 4 3 4'LANDING SLAB o w FIRST FLOOR `,�•� .� I —FIRST FLOOR W O 1 ---— ——---- 2XL P.T SILL RIM JOIST Q N Z SILL SEALER J��J1 =Z Y �-10'POURED CONC.WALL ^ 3 2 Z BASEMENT A. O ___�----, SONG-TUBE i FOOTING _ UA BASEMENT SLAB,_.__ BASEMENT-SLAB W .LyyQ�J MAINTAIN 419'MIN,COVER J -- p 4•CONC.SLAB Q SECTION a COOLER SECTION 8 STAIR PCOMPACTEDFILL m n AS USED IN THESE DOCUMENIS.'PROVIDE'MEANS FURNISH AND INSTALL, WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER.PROVIDE AS MANY SUCH ITEMS AS ARE NEC E55ARY TO COMPLETE WORK. n DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER:PROVIDE WORK b ' SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIPIED AS THOUGH REQUIRED EXPRE95LY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY SHOWN OR SPECIFIED.PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS. APPURTENANCES.DEVICES.OR MATERIALS INCIDENTAL TO OR NECESSARY FOR p SOUND.SECURE.AND COMPLETE INSTALLATION. 2 w . AYIYLT NDo.wYuae (a • V/tnit W,PT a �y Spy ' p NteIONY rAININ f•OJy --` . V�YTtD YJYYY1111 VY, . W ALNNM111 e{lTTY p R ewrTr �`s ' f�! p . .. fN}Y•OL .- ANrNKT 1DD!e111if11.NN ANMIAIT ROO!NIm10taN '� 1/Y CCOC MAA`y42 y am to.ettuTtYNr. 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I.s i- V = TYPICAL LVL/OLULAM DOLTRIG/MALLING man)wr baA" _ sa=< of X r lu =-CZ r lttw e-. r l■r..�t1A.. t,a<. 4Rf-GRFGGn x �QR 1 1 L I f No.2 0 M17 MULn a tin NeArta / + A.t■eo n n■a■DoeNmtlTw•r■ovor 1tItA,■rw1rM ,,tNAL - -- �° 1 � �o°�'�aia rp°vm° T • 5 w .� - ,Nr>n ■.n.a . .•� ROOF PLAN Arry `�D ppe!r T °"' � � to S 6 6 lei B IV IFELECTRICAL LEGEND ® r.ra�na•rLAW .. re nee• - .. .\ — — j .`LOA O os nrano S "'ar. Iepj . O as.aa qs iwno S� r-a.,�nw � — � — — � W w..aa r�u�wrnao- 5 mat r�r \' 11EE�� p eau+v.nur �•A amps artur - - M nww a•nn .0 ,•....m.r j j � IL M�771.1 X, NJ Qraa.in wn•, aaa�rrwe•r p erarw��anr 4.,._.i K Ore w•w.a t-?—a ...d war — — — — I Ra K . "K.—I A •. �J A 1 ! x 0fW l --- --- I ip0owe tu a�ocs to uy�u•uµn�}naM�r�ooHcy�®ns�.p•�l��ma•nwyry r�ww��d•Tui J `2 - Wp�Rip M AY IGdY�RT TD �I IIORL IROVm!N IIAIIT n' } • f i 1 • � t p MON —— - --- ELEGTRIGAL-LEGEND ------------ ••--•--- `. B .`• x A -6 T a mill a .�..e...w.... s. f � f! ----- � .' AL.. -•�'a ��" ': - .. - p �As e...r Lrlo O wa.�.mr a.� . � P. [t• .$.- -.8..�- --•-�` �._ i�- _._.- - -• �� .� r..nin a.nat _ gG a++.w rvr Ino ) �_ �•- ---- ._._. .` .__ !! M r C>md ci �. Y p ow " I :, d� .-- Doe g =�z M UND M"MM DOtl�YidT►gyp~■ M—IfNt§PAMN M WTAIL Q y Y!OL�BA/T TO�PFUVM N HAWUl T � Q 10 . w Q V 1 I ., '` `. .� _ — ._ 1 ,I EDGE OF PAVEMENT AT CUR'.' V ROUTE w NORTH STRE� �� Ib PUBLIC- 40' WIDE 1926 ,cYOUr GRANITE CURBING (TYP.) oo s s Z _ �1 Lnk s� L CUs _ ---s— -s--s s —c -x O 37,6 . --G----- G G _ G G.__.. — �H --S S-----S G— - CJ J a0P F� y 5 ---S- -` S G----G G -G----G--- _ OHW 7.4 — c— OJZ 37a ----- - _ -- '- _._� s C%7 _,_ - - i G G-- G --G �`__ 37,P 379 N n � 6.0 _. 3 g G .-G--._G G-- - 37 oo` -_-OHW- 0 - 36•] _ _��--G - G--- G `"c G *37 ��---- -' 61.38' 3 . x 8,0 C G- - 2 ,FORMER SIGN LOCATION 36q /' �G LOCUS MAP OW �EMOVED) 2 8.7 5 +36. �' . x O 4 SCALE 1" = 2083' ' (� ®a6 4 I p T �436,4� / 37.4 35.9 � ASSESSORS MAP 309 PARCELS 226-1. 226-2 �� ASSESSORS MAP 309 PARCELS 226-1, 226-2 ��5p•24' EXISTI G SIGNAL EASEMENT 1i I LOT 2 8;662# SQ. FT, DEED REFERENCE DB 164907 PG 305 ' 36,7 R`30.0p, j /� /� _ x PLAN BOOK 352 PAGE 81 8 / FLOOD ZONE C _ / 1 TOWN WATER AND SEWER AVAILABLE 3, j' y / 2_�'T•, - AP OVERLAY DISTRICT m x B-1 BUSINESS DISTRICT -- o N itts uo�3�b LOT AREA: 10,000 SF MIN f +36.3 / -, FRONTATGE: 20' MIN. EXISTING SIGNAL POLE / /• / F'A\, _(� PARKING X � c I N � SETBACKS: 20' FRONT I 10' SIDE / / . / Z e`U o 1a' REAR I 36.2 / ��/ / EXISTING CANOPY Q BUILDING HEIGHT: 30' MAX. ' LOT 1 x ��N otSS FLOOR AREA RATIO: 0.4 MAX. R t 36 f/ j 38.5 10 REQ. t . FT. / FRONT LANDSCAPED SETBACK: PARKING/DRIVEWAY SIDE BUFFER: 5' REQ. o J ` 1 0028± gCRES �� ' ROOF OVERHANG I x I 35. G ; I _ _...._... -•---- 7.8 �USETT a AHAM P T J OWNER: ABR E ROLEUM, INC. \ PAVED PAR LNG �lt_l - �� 38 38. W s_ DB 16490 PG THE t 3 ` \ \ y 3T.7 /- 0 2 > #149 NORTH STREET \\ ' 2HYANNIS, MA 02601 �. �O I •x rl� '� 2 cn LEGAL: ATTY. MICHAEL D. FORD c ' �/ / / Q O I 37,7 �ypkW07 a PH. 1-508-430- FAX i-508-430-866286fi2 L Ij LEGEND � " %� n 35. tD 1 3 9 .J, ``^� / r--'-- ..__ �/ �! yi' 9.2 W W W O SEWER MANHOLE (+) 7 3.3 ��3,5 f �� 9 N x L 0 Z 0 (REMOVE AS OF 3/03) ./ /d//� /i{ / ~ Q Q H Q O WATER GATE 5, a ZZ /f�� I // U C=) U U (� CATCH BASIN 7 -- 1 GR EA m % / .2 Q O O O z OZ v v z v i �^y - 'tJ UTILITY POLE o ' ` ', M_ O to o 00 ' \ I i I3 .3 r � / O r7 d tl d u7 PRECAST WHEELSTOP O z c / Lij 0 'o 0 C, 37.> i U) V) (_n V) V) 00 - 3 �_-. 22. ' /�// I— > > > > > i UNDEGROUND TANK COVER ' I t � + 0 �37g � � � � �Q W W W W W� FREE STANDING SIGN 1 f , 0 O Q O Mw MONITORING WELL �p t PAVED PARKING ' Q Q O (•2 II - GUY WIRE t I ,s.: �.% ,6 W m W I I tt //�✓ -X u- 0 O x T Q 0 'A 36.7 SPOT GRADE cI I �� EDGE OF PAVEMENT X-- G G 37.c, 444X___ -X X__.---•X-----X""`."X_._.X---X - X X- 937..1 © U Q (n O _G__ G —c 5 88,67' -G-� - ----36_- EXISTING CONTOUR G�c� .' --Y'�-"-X 373 �o I I 54 G ` GAS GATE 36 82.00' --1 EXISTING TREE ' u Z :7 � JIL �a a OVERHEAD WIRE o 0 w 7,4 h-1 Z z G-__-__ GAS LINE w. g WAVER LINE EXISTING CONIITIONS W o� H 1.4o u, x E -----S - SEWER LINE 35.3 Z ri) 4. SITE PLAN ',. SCALE: V'=10' 10 0 10 20 30 Feet SPR*032-03 01-067 01 -067 SHEET 1 OF~3 i MANHOLE MANHOLE 1/2"EXP JOINT APPROXIMATELY 24'-0"OC H-20 F&C -- - H 2-,0 F&r C._ �_ ER __ -.-__- -. 1/2"EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2",W/ 1/2" DIA x12"LONG LABEL SEWER' SMOOTH EXP DOWELS AT 2'-0"OC, ONE- m MORTAR ALL MORTAR ALL PROPOSED SLAB TO CONC STRUCTURE OR BLDG MORTAR ALL 24'I.D, H-20 MANHOLE C VERf4 � HALF GREASED COMPONENTS FOUNDATION HEAVY DUTY H-20 COVER -- —' --..... _—__- .__-_.--. _ TYPT_--_—.__-- CONTINUOUS SEALANT LABELED "DRAIN" F&C mp.) (EL. 38,50) PREMOLDED FILLER 5600 DE ROWEL ALL EDGESDRILL (2) 1"0 HOLES IN COVERIN FROM 4x4-6 6 WELDED WIRE FABRIC JOINT STOP WWF AT EXP JTCONTROL— -- — H-20 F&G'S EL. LISTED zz BL G SEE PAVEMENT CROSS SECTION TH SEALANT COMPACT PACKFILL IN 6" / 2'X 2' GRATE (TYP.) z 2% 1AtN.T 7% 24' — ��ARIES EDGES 6TRWIDPITCH 17 // - FINE BROOM FINISH 6 LIFTS (T'P. ALL DRAINAGE) .� 4C A TEE36" SOOTH-20MIRAFI 140N FABRIC TOP/SIDES H-20 TOP STRUCTURES RTS LISTED TEE SEPTIC LANK SANITARY LINE L.L,._.__..- ASTM C-478 4'ta--- , _ �.-,- - ACCFC !`REpSF TRAP ' RISERS MAIN INVERT VERIFY SEWER STUB LOCATION ""--- N ACME OR EQUAL SEE PLAN VIEW / / p / /q OVER . " IL1!id. PEASTONE PRECAST EL. 36.2 EL. 24.8t AND DEPTH PRIOR TO ANY PRECAST MANHOLES SINKS/KITCHEN FLOW �- A p AS REQ. SLOTTED12"o HDPE D 1 ° w.' o •�i . 12" H-20 RISER & �� ``. �` J ______- SCWER WORK ON SITE— µ-90 FIA�'�'ECT10 1 ONLY TO GREASE FOUNDATION 4 4 1" TOPCOAT ADS IN OR EQ. HOL - 0) l0 tL1 O & BRICK ADJUSTING COURSE i I ACME OR EQUAL 6" GRAVEL & MECH. TRAP. I a MASS DPW SET LEVEL INv w n4 NOTE ROAD OPENING PERMIT REQUIRED FORMED INVERTS TO COMPACTION. (TYP.) ESpM_Fl>LGINEERWC_KEPI--�OORDINATF --.FULL PIPE HEIGHT_ _ 2" BINDER TYPE II �µ MORTAR M U, `O �i,�� Q o� PAVEMENTS 2.0' P. .,` ( q ALL WORK WITH TOWN DEPT'S. ( ) J "LADE, mot, r / _4 .I 12" PROCESSED GRAVEL _ PROPOSED C.B. TRAP oox V, ' H-20 12'w pppEE PIP ° SEWER CONNECTION PLAN d i s 1000 GALLON Q \ PROPOSED U J COMPACTED AGGREGATE BASE / LEACHPIT 1000 GALLON PRECAS Ill "N.T.S. HORIZONTAL \/ a LEACHING TRENCH BETWEEN Lfi N.T.S. VERTICAL UNDISTURBED OR COMPACTED \/\ �y a STRUCTURES, SEE CROSS SECTION 6'OX6'-8" SHOREY H-20 CATCH BASIN SUBSOIL \//\ JUPIOOOH-20 OR EQUAL 'OX6'-8" SHOREY SOLID L CONCRETE SIDEWALK BASIN H-20 OR EQUAL V V7 MIRAFI 140N FABRIC TOP/SIDES NOTES: SCALE: 1 1/2" = r'-o" /\\ y l z ri 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW.\/ O 1 6' WASHED STONE UNDERNEA H 4' MIN AROUND PIT SECTIONAL PLATE 2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610) STRUCTURE 0 SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS SECTION TH R U DRAINAGE ((�� BUTT JOINT ON EXISTING BASE AND REMOVE OLD "V PAVEMENT TO PROVIDE A STRAIGHT EDGE. ` NOT TO SCALE STREETS, DRIVEWAYS AND WALKS CROSS COUNTRY .�.p�' STREET MIRAFI 3" FABRIC TOP/SIDES "" ' ,f°se„"{'�,^.a"(w^� "NORy),.,a OVER 3" PEA5TONf BITUMINOUS PAVEMENT I - uwae cuQoxs.�w v.9!L On,9,(M SECaM W%I�-M"�AE IBM N ba u�ifW IX5�wG fF/065 b>D.)9if SECTMN YM LOAM AND SEED Rnr x"xrz wnawo,cac s/. ___ G_�s—s--s 6 EXISTING. PAVEMENT _— - s- --- -a-- 12 O SLOTTED H 20 ¢ �,✓y/o 'sa u�rnoe�.xws c---- CORRUGATED HDPE PIPE gd N ADS N-S2 OR EQUAL 3" CALIPER m Q TREE .75"-1.5" DOUBLE �N l� �n WASHED STONE GRAVEL BASE COURSE Y\ ..5>D°oQ:°o4:., \\ j � aA ic«w<. �• ..�I �r � a<.o' g F C Y//\// \\• EXCAVATION- EARTH OR ROCK `\ ALL ROCK EXCAVATION AND STONES i o.2os nCREs 3• �.1 "M{m.1 {.� LARGER THAN 6'" SHALL BE !////_/ - • -- - --- Q - __ �u O I I DISPOSED OF AND REPLACED WITH 1 i /�'�a, 4 FRENCH CROSS SECTION o��W APPROVED EXCAVATED MATERIAL - --- ---- /\/ \\� OR GRAVEL BORROW, -- COMPACTED \/\�j NTs REINFORCED NEW BULK Rl18BER »+' 1 HOSE(t j2"ID) APPROVED BACKFILL //\� \\ �co _ r �� ° �? DOUBLE STRAND 12 LOT 1 aNu Imo') GAIN ANNEALED TWISTED WIRE �APQ 0L� n-.2 of so.rr. - / 0.28i ACRES M,. - I TREE WRAP.PAP ENDS DOWN DO NOT STAPLE 3 STAKES EQUALLY SPACED ;i PRQPUS 8 i RELOCATED CANOPY - rr SPACED 1 AROUND R 0"FROM TRUNK, W z 5 STAINED DARK BROWN, t9 12 MIIN. %N/�o o o PIPE O.D. °o°o\� RT; 2" /� o+eo�ovn i / / DO �7F P - PULLED VERTICAL WITH WIRE `C MF.^1 "�`"E STAKES DRIVEN AT ANGLE AND �\ CAREFULLY COMPACTED _ i % 8"'MAX SELECTED MATERIAL OR GRAVEL BORROW '-4" 3"DEEP SAUCER w co EPTH SNREUUED BARK MULCH FILTER FABRIC 9�rse3 qP ,p \ Q I / j' ,% / „// i s. IF READ \ 3� a 5 \\ YiMM .° YN / ;�%,/ E .;;) .-: °. I,:.<:. /�/� m z / Fri 9 �� 1/2 O.D. � I � z T/// d �' oo.doagorlra \\ CAREFULLY COMPACTED I / SELECTED MATERIAL " I �.� I ' —REMM BURLAP FROM TOP O Rr- HALP OF ROOTBALL = vi O -_ Z Z z s , :' COMPACTED SUB-GRADE p SOIL Mix UNDISTURBED `I s, �� i° � ` v <`•� I E-REPLACE ANY r y 'a ...^ A., . M � xnrwo w,srr <+* I.rT I'r5 tJ O M 8, ve 0 1 1 BELOW GRADE EXCAVATION �eM>Enno"a`"` tz" 12" 1 1 p 00 OF UNSUITABLE MATERIAL ;co ro MIN MIN �, OT i, N WITH CAREFULLY COMPACTED 'sEouoj'a nl � ' --- I ! SELECTED MATERIAL I d- �f- IN 12' LIFTS. MAX. "� I° -- -- - --- ---- x.- -. x---�"'-x----'• .-.. -- TREE PLANTING DETAIL o oa o EARTH TRENCH ROCK TRENCH �1--° Dx� Ob >) STANDARD DETAIL _ GENERAL NOTES. q 0, � -y�-� / 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS SEWER TRENCH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING --G CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE NOT TO SCALE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR Q -- EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, p m O 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS Q Q I C9 PARKING SITE PLAN PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS 0 11 ''.�• AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD j= I C SCALE: T"=20' SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, W LO 00 f. ALL SEWER WORK AND MATERIALS TO CONFORM TO T.O.B. REGULATIONS. I- W Lo 20 0 20 40 .80 Feet Lr_ 0 j .I Q Q Y F-- Q 6" LOAM & SEED DISTURBED AREAS 3. VERTICAL DATUM IS ASSUMED FROM T.O.B. GIS (APPROX. NGVD) 0, = Q U p U Ln O NOT PAVED (TYP,) 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 1/01, 5, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO y� co co BE USED FOR PROPERTY LINE STAKING. z p 00000 1" TOPCOAT 7, SEWER COMPONENTS NOT TO BE OACKFILLED OR CONCEALED WITHOUT ' 00000 / y TYPE II INSPECTION BY DPW AND PERMISSION OBTAINED. Q. p0000 / / 6" 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 00000 l_—^ 1" TOPCOAT 9. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.2" BINDER W U z O O 7Kn. 12" X 3"' MASS DPW 2'-10" .-. z OOQOOyE Y� f,CBERM BINDER TYPE 11 �- 10. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, Cn <G ! O O 0 0 0 0 0 0 0 00000 000000000000600 32" Z O O O OR NEIGHBORING PREMISES. ^ ?" 00000 .A,_.` 000000000000000 O 0 O O O O O O o 12'• PROCESSED GRAVEL Ys.". - 24" O a O O O O O O O on00000 26" Qi 00000"o `''! COMPACTED 00000 j/ 0000000000�0 00 MDPW M1.03.1 VIB. ROLLER COMPACTED / ! CC GRAVEL M 1.03,1 - 14 00000 °� ° < 0° 0°00000000000 °opO" 0012" PROCESSED GRAVEL O Z co -�a W 6" LOAM & SEED MDPW M1 03.1 VIE, ROLLER COMPACTED - �"' E-'I 00000 p°R 00000000000000p ALL DISTURBED AREAS _ U Q W 00000 O 0--��r'-�--"'�-��- (ttP.) REMOVE TOP & SUBSOIL COMPACT SUBBASE - `, '+ ❑CJ�C�O[]�❑ U Z ,� �a ❑0000000 24" 0 O NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL - DRAIN g 1 g -Fl- 000°O ° ' COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY __ / ❑000000❑ I O 0 O O O O O O WITH VIBRATORY ROLLER. 0000000000000000000 CEMENT CONCRETE 2000 PSI MIN. 0❑❑13❑000 0 0 0 0 0 O O IF CURBING SET IN EXISTING PAVEMENT. 24 00❑00000 y+- Z 00000000000000000-0 CUT NEAT LANE 6" FROM CURB LINE AND REMOVE PAVEMENT CRASS SECTION ' 00000❑00 , 22" 0 0 0 0 G 0 0 BINDER, BASE AND STONE. REPLACE 0CiC700Ci0C1 W rr-11 W NOT TO SCALE MANUF. LeBARQN, BROCKTON, MA ©©uC7000❑ 3., ,,2,, � 0 0 0 0 0 0 0 0 WITH CEMENT CONCRETE MODEL: LT 105 � x VERTICAL GRANITE CURBING 6"X18" ALL SIDEWALKS TO CONFORM TO ADA STANDARDS WEIGHT; 430 LBS GRANITE CROSS—SECTION TYPICAL ACCESS ...OVER NOT TO SCALE LABEL SEWER •OR/DRAIN AS APPROPRIATE w FRAME AND `RATE SCALE: 3/4" = 1'-O" MINIMUM WEIGHT: 388 LBS, o1 —a67 SPR#032-03 01-067 SHEET 3 OF 3 Q EDGE OF PAVEMENT AT CURB ' ROUTE 28 Rp�T _ Q F : I I W o REMOVE EXISTING GRANITE NORTH STREET a CURBING. NEAT SAWCUT AND 1 ET MATCH EXISTING PAVEMENT SEE PAVEMENT SECTION NEW GRANITE CURBING + CONC. S/W 002 u PUBLIC- 40' WIDE 1926 LAYOUT MATCH EXISTING GRADES (TYP,)SEE SECTION VIEWS _ Q CUS NEW GRANITE CURBING + CONC. S/W \� S .---S---S-^---S -----' p o C MATCH EXISTING GRADES \ g.----5 ---S" G-- G-- G Z S� c (TYP•)SEE SECTION VIEWS S- S S ^-- S-- G G -G ---G-f- SC - _ G--------G.-._._.--.-- v.., OUT S ' 5- S S- -S - --5--`G----_G.----G --G--_-_.- 37.22 5 �o S S -'g-- G --G--�G ____-_--- - 00 c EXISTING CURB CUTS ® _ "�-- 3Z,}.' _G G I i _`I� �{-� 1 1124 I + s8 _- _ (( G --G Ej v I v v 37, Y ' & CONC. SJW REMAIN � 6.0 --- 4j_. - S .---��G-_..-_G- -F- �� 1:'�2 ADA 37. 37.9 U J \\ G----`" 1Y12 ADA--- 37.3 4 _ OHW - --G-- G--"1'" 72 ADA _-..s. -=." 374- -- / %/6�f.3 7 X38.D LEGEND LOCUS j T�+ p ' PROPOSED SIGN LOC V S MAP � C> FREE STANDING 7. M. � � � 4 M I � 1 B S.F. MAX 5. � ..-� / 37.1 t_. SCALE 1" = 2083' ' 8' HIGH MAX. 36,q �` 24.0' ?/ O o \ N/ / ( A S. l x S SEWER MANHOLE I II �7 f s ® •7 d436.4 / \v r - I �e PROPOSED BRICK L 4 f ' �So c� 37, 4' SIDEWALK x 0 WATER GATE ASSESSORS MAP 309 PARCELS 226-1, 226-2 35,9 te, i 3 1 DEED REFERENCE D8 5407 PG 310 ' _ 37.3 STORMWATE 8,662k S0. F PLAN BOOK 352 PAGE 40 2 LEACHING PI / 37'09 //� I J o Q.20+ ACRES. _ e -I'36,7/ I3C \ PAINT (TYP.) P _ ua>' - FLOOD ZONE C it LP2 INV.' 6 z E® EXIST. CATCH BASIN TOWN WATER AND SEWER AVAILABLE 35,8 3 / //// \ TOP STRUC UR a > x / ,�r EL. 34.fi co o AP OVERLAY DISTRICT LP C - a _ - B-1 BUSINESS DISTRICT I 3 / 6� -- -- -- - - w / r � Q aUSL(iS b LOT AREA: 10,000 SF MIN 20,720 SF COMBINED LOT AREA ( 36,q - x 3 . x s FRONTAGE: 20 MIN. 276.88' PROVIDED ' o +36.3s� / \� N UTILITY POLE m oW SETBACKS: 20' FRONT 20.5' PROVIDED / i 10' SIDE* 16.9' PROVIDED o 01 H 10' REAR* N/A uC;0 I x BUILDING HEIGHT; 30' MAX. of 2.5 STORIES ' f Hai u��s5 FLOOR AREA RATIO: 0.4 (0.25 PROVIDED IN 1.5 STORIES) 36,2 / PRECAST WHEELSTOP iV ee 1 FRONT LANDSCAPED SETBACK: 10' REQ.* 10' PROVIDED I I U N /'r x Q PARKING/DRIVEWAY SIDE BUFFER: 5' REQ. 5' PROVIDED y /i/30' / / 38.09 /, / WVE-THRU 38,5 I EXISTING USE: GAS STATION, LAUNDROMAT/RETAIL J� LOT PAINT (TYP.)J D / 1d1VO0W J UNDEGROUND TANK COVER ,/ � 35. ,/ PROPOSED USE: GAS STATION (NO REPAIR WORK), / / /' / f t20 CONVENIENCE STORE & COFFEE RESTAURANT 12,058f SQ. FT. /j// g �/ + + 7.8 1 -° 20' LIGHT POLE Y i` A , WITH 2 APARTMENTS OVER IN A HALF STORY \ ` 0,28t ACRES j S.0' 8 37.7 0 z * SEE APARTMENT REGULATIONS BELOW 35.,\ �J / ' j �P6M i � � 348 f �" / 37 .9 4'38 *38.5 �t/t/ MONITORING WELL 38 Q +39. -36-_ EXISTING CONTOUR a,>J 10.0 - c u � { 'PROPOSE x -� GUY WIRE a NEW GRANITE CURBING + CONC. 5/W ' / / RELOCATED CANOPY a / t;, GAS GATE a MATCH EXISTING GRADES I 1 / / ,,G / / /: T TTT ��'v ,% y-ra I '�'36 EXIST. SPOT GRADE C3 ^ - M i o, / / WITH CONCRETE PAD BENEATH v l� j, •7 SEE SECTION VIEWS 7 ' v / uJV / / / s / / �/ PROPOSED 3 GAL. SHRUB o z / bf / /' SEE TANK PLANS FOR PAD (RETAILS 35.1 W N X z w r z z / o� / $i w ALTERNATE BETWEEN: z PROPOS�D E OF PA�fA Nj/ % // '�/� PROPOSED .5�-- Yi,�. �: i/� 2 S � - t I _.., ..._„ _ „P O B UE HJM �NDRON- ~ in O LEGAL: ATN. MICHAEL D. FORD c AT C PE OD BERM 7YP ^• - - - PH. 1-508-430-1s00 v.d w' 1 .no ( 1 // // TRAP GALLON .yam. .. z % - / _ 39.1 x ., --...WHITE AZALEA OR EQA . ..J 4... FAX 1-508-430 B662 z m'A r / / �' I ' H-2'0 GREASE I OWNER: ABRAHAM PETROLEUM, WC. I Q / / // /,��//� ' a I .I a U I, j s g / /' INV: 3-4.9 LOOR ELEVATION x EXISTING TREErN- r DB 16490 PG 305 ^'�L-� A�, / 35.15 r„ 38. o p o Q #149 NORTH STREET ►"�'] I I I N� I�� / � / � N+I � a .. HYANNIS, MA 02601 F 4 N. I a Yu� / in AMp z Z , a a W W Z PROPOSED 3" CALIPER TREE � W z I w 2 O � ��oC� ( / Z/ i \ I IN � SINGLE STEM HEDGE MAPLES 4 � v 381 ( ) a w o ACER CAMPESTRE a o 0 0 OHW OVERHEAD WIRE O O Lrt O 00 N I a z o \ // _G_ GAS LINE O d- 17 d It d U) I NOTE: U.GI ANK LOCATION LIMP$ R9 WATER LINE PPROX.,SE TANK PLAN j' i GA / \ I 65O , �� SEWER LINE LLJW 0 0w w0 C) / \ 1 D� I \ \BY OTHER FOR TANK AND j // I INV. %� 7 - S t c, c ONC. PAO DETAILS ETC. / PROPOSED 34,3 - DARKER UTILITY LINES PROPOSED U.G. �j�// SEWER N1 NHOLE 22 INV. >. 'n r 37.9 ( ) < GK t� L 4= w I 35,80 // / // ',. 34.3 'ora a. O I a PROP. CATCH BASIN I% 0 TS 34.8 , / / � 5 P V, 34.2 WALc X 16 Ot,ER Z O INV. 32.8 / /. 36.5 - �., 7, - . 96 SF ♦ °` STORM ER O O 36.2 5 \ LEACHING PIT 37.6 �-•^' ..� O � 35.4 8 y PVC J LP2 INV.'S 31.2 Q Q N O SEE APT. REDS REMOVE EXISTING GRANITE \ CURBING. NEAT SAWCUT AND 6"SDR3 \ TOP STRUCTURE / APARTMENT REGULATION PER 3-2.1.1(J) MATCH EXISTING PAVEMENT g I �/ o / e L. 33.3 Gl SEE PAVEMENT SECTION t y \ au 3.8' `/ 3-2.1(J) (u) APARTMENT DENSITY: 5000 SF/APT. o o }I 5 31 2� S?ORMW TER NLEAC-RING R!M 37.4 Q v�VEL�T ELF TRENCH INV ca , w m f� T5 33.3 PROPOSED w 20,720 SF / 5000 SF = 4 APARTMENTS ALLOWABLE -- 2 PROPOSEp TS 33.4 TRENCH IN _ "4 '�.-- -•- .^^LEVEL AT EL. 31,2, INV, 31.20 o STORMWATER Q Q O INV. i.4 1 WATER LFAC�ING .�- --"" ^^^""' 37.6 �m .-�,_ '^--.q».�.,,r.`.`."" Z W LEACHING PIT 3-2.1.1(J) (b) MAXIMUM LOT COVERAGE 20% 2648 SF/20720 SF = 12.67 O.K, STORM �- 37.2zT Y, _ Y x 0 U O 3-2.1.1(J) (d) FRONT YARD SETBACK: 50' OR 3X BLDG. HT. (RELIEF REQUESTED) & TRENCH 3-2.1.1(J) (e) FRO & REAR HT. C BLDG. = X BL - + �`_ a SIDEc f _ a - 437, SIDE YARD SETBACK= 16.9' PROVIDED > 13.5 o.k. _ -__--- -- - r 'X-__X_ y,= •x- X X 4 36.59 PROPOSED SPOT GRADE 3-2.1.1(J) (f) 20' PERIMETER GREEN SPACE (RELIEF REQUESTED) ` - G_ - _ ;_ 1.3�SX_ -X--X 3-2.1.1(J) (g} OFF STREET PARKING 1.5/UNIT SEE PARKING CALCS. NEW SEWER MANHOLE # -G hG l- 88'67 --- }-- PROPOSED CONTOUR CONNECT TO EXISTING z C'c> -G 361 -- - y'"-" 3 cv - cv SEWER STUB. APPROX. -G %4�,;,, _ _ --X-1'� Xi� LOCATION SHOWN, CONFIRM I _ 82.00' SEWER NOTCSt NOTE: 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. IN FIELD PRIOR TO ANY - LINES 51 AND S2 FRCM SINKS AND DISHWASHERS ONLY, Q PLUMBING WORK ON SITE. c 5'J LINE 53 IS SANITARY FOR ENTIRE BUILDING, SEE GENERAL NOTES ON DETAIL SHEET 35.4 J Z z w � PARKING CALCULATIONS: RETAIL: 1155 SF S1/200SF - 5.77 96 SF(1 700SF) = 0.13 '� Z Z 04 a a RESSTAURANT: 6 SEATS(1/3) = 2.00 (n 3 EMPLOYEES (1/2 EMPL.) = 1.50 TAKE-OUT AREA: (5/AREA) = 5.00 7.4 NON-HABITABLE CRAWLSPACE- 0.0 W S uj ¢ x 2 APARTMENTS (1.5/APT.) 3.00 E-'I o � O r-r G.� Z 17.4 SPACES REQUIRED Z a 15 SPACES PROVIDED 35.3 UTILITIES- GRADING-LANDSCAPE ~ (9 SPACES IN FRONT BUILDING +6 (50% OF CANOPY PARKING) = 15) 7� 521CMR: 1 HCP SPACE REQUIRED 1 VAN ACCESSIBLE MCP SPACE PROVIDED x SITE PLAN SCALE: 1'.10' 10 0 10 20 30 Feet 01 -067 s # 32A3 01-067 SHEET 2 OF•3 tTTE= {,',E=D t�d► " 1r RED MONEY ORDERS AREA SFOPEN EVERY DAY. r 4��r SCALE NONE RED BLUEowliz , z ;G N ART"' 2- BLAC'K � � •Q L 70 r RED WHITE A t3 W RED W/WHITE LETTERS PAINT POLE BLACK O � Dim TA/� 4114' i 41/4',�"�ICIS TING CA NOP Y FA CIA DECA __ NOT TO SCALE -- i HOLE CUT OUT - i I12 SLOTS w, BOX X2 1 .. LOT X 24" 4" HAND HOLE 12' HIGH i z r TT G F? Ei tiilS,.fVU r�3111VOM r 11C,. r f TO REMAIN 1 U7UAL D M FRE7--,iv'6: ,S TA NDING SIGN DE TAIL T, 1 CANOPY COLUMN NOT TO SCALE 6114 ��rRlk= 3r2 SQ,�T, { .,, .,. . . ..._.. .. TOTAL SIGNAGEAREA ALLOWED- BUILDING FACADE=45'+ 17'=62' THEREFORE, 62'x 10'HEIGHT x 10% =62 sa FT. &L ACK 5ijPPOR . SORDC=Z SIGNAGE TABLE: FREE-STANDING SIGN, SINGLE POLE=32 SO, FT. "MUTUAL"DECAL ON CANOPY, 2 0 3.2 SF= 6.4 SCE. FT , E. NOT TO SCALE - M UTUA LQ _............ 361� -----_ Al UTU ' x._t` S DE= 'PAN C-c_ Mutual Oil Co., Inc. I 863 Crescent Street r R4. l31ID 1� COL U M i `1 PflI N T G D Brockton, Massachusetts 02403 - CI r-ARAh OJH 1 7` :, t m"'U T1 MUTUAL MART AND D GASOLINE 149 NORTH STREET HYANNIS, MA SSA CHUSE TTS EXISTING CANOPY ISOMETRIC VIEW Y/;r UA /m NOT TO SCALE PROPOSED SIGNA GE MOPIFICA TIO S DATE: AUGUST 18, 1995 REVISION DATE: SEPTEMBER 14, 1995 DRA YpINt.7�^► NO. Sf;ALE: NONE