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Home My WebLink About0314 BARNSTABLE ROAD G �I t bl Barnstable - . Building Town ® Barnsta e E+wxv"s'rnet Post This.Card So That it.is Visible From the Street--Approved Plans Must be Retained on Job and this Card Must be Kept. ' o ,�� Posted Until Final'Inspection Has Been Made. �� fo►Aa<" :Where a Certificate of Occupancy is Required,such Building shall Not be Occupied Until.a Final Inspection has been made. Permit No. B-18-3906 Applicant Name: Approvals Date Issued: 11/30/2018 Current Use: Structure Permit Type: Building-.Sign Expiration Date: 05/30/2019 Foundation: Location: 314 BARNSTABLE ROAD, HYANNIS ,- Map/Lot: 310-142 _ Zoning District: HG Sheathing: Owner on Record: TAMBURRINO, LOUTS Contractor Name: Framing: 1 4 Address: 170 OLDE FORGE RD Contractor License: 2 a. - HANOVER, MA 02339 i ' ' Est. Project Cost: $0.00 Chimney: Description: Reface existing signage Permit'Fee: $75.00 Insulation: Fee Paid: $75.00 35 sq if Date 11/30/2018 Final: Taco Bell & KFC (" r• Project Review Req:_ f , Building Official Plumbing/Gas i tin Rough Plumbing: Final Plumbing: i l w Rough Gas: ?' Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Electrical All construction,alterations and changes of use of any building and structures shallbe in compliance.with the local zoning by-laws and codes. This.permit shall be displayed in a location clearly visible from access street or road and shall.be maintained open for,public inspection for the entire duration of the Service: work until the completion of the same. Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue-lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). w r Town of Barnstable ofWE Building Department snxrsrna�e ; Brian Florence,CBO �� Building Commissioner �Fo► °i 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790 66230 Permit# � V Building Official approving Application for Sign Permit ,a Applicant: -rAto GrA _ Assessors No. ,) Doing Business As: 9 M I TAt,O Telephone No. -� Cn Sign Location --i .,� Street/Road: 3 1 L4 b'Aif11Sf'Q.b,� rA , 'fkt./Gl�,ft,l.5 � i-At s--- 1 0- Zoning District: Old Kings Highway? Yes/No Hyannis Historic District? Yes/No Property Owner , Name:- L.0 V 1 S Try-m b-i i.f"rl n 0 Telephone:505 - 4:q-i - SS(o 7— Address: 1n 2-- i+r c r j s,)&L`Vt V 0-, r\I ( Village: Sign Contractor Name: � 1 &Y4 IDEli [TQl Telephone: soF)- (p Li Z- 5b Mailing Address: J+- �31 D cam.' � 0 150 1 Description Please follow the cover directions. You must have an accurate rendition of sign with dimensions and location. lam' (ICJ Is the sign to be electrified? Ye o (Note:If yes, a wiring permit is required) Width of building face ft.x 10= x.10= Chec one Reface existi ign or* —'S - Total Sq.Ft.of proposed sign If you have additional signs please attach a sheet listing each one with dimensions If refacing an existing sign please provide atipicture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through §240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date 10jiblib signs/signrequ&app revised: 9/22/17 Jfi 4f SIGN SPECIFICATIONS ALUMINUM CASE&RETAINER PAINTED BLACK PAN FORMED CLEAR SG-100 SOLAR GRADE. 2' 127/8' — POLYCARBONATE FACE WITH FLAT pan can GRAPHICS. 8'-9" 2nd SURFACE DECORATION COLOR SPECIFICATIONS SILKSCREEN VINYL t " E]Rich Red LACRYLCS-2410 3M 3630-53 51-1'' `; "' rd 727 L ACRYLCB-2414 3M3630-0647 .. ,„ .. Black 3M 3630-22 ACO White LACRYL CB•2412 3M 7630=20 ' 1 c TACO BELL PANTONE: + COLOR i ®Dark Purple PMS 2603C DECAL SIZE:.30.8"x 34'' ®Light Purple PMS 2577C f a"„ ®Black Pantone Black end view White Pantone White 3M'3630-20 aluminum divider barklzfillli. F 7M Is AN OMNAL —BUSHED OR—M CREATED DATE er n4rE ev DRAWING NO CUSTOMER AFPROJAI: FOn YOUA ME=ON PATH A R_L1 Re+,ITT 'ralld 7'9 �IL111i 1 7U1I� �� ,Fo`nEsCTPLQMDFOnVOU0VwCUUNB1GS.cousin �u�L'� 954`20.00 -:...,.:,... , , •„ .;� .:..:, Re, ... Rci.ns ` .STORE#E685004 nEPnooucEO.coREO on El11WTEO NMIYFASIUON _��_. - _ _ 314 BARNSTABLE RD., ARTIST.t mold DATE 10•t2•TB UNLESS AmionlED e+IYRITIN00Y M10FFICCROF ...... .. ..... BUNT,.os. ,._ - Rw.03; Rw:96.., HYANNIS,MA 02601 SHEET: 7 0F 8 SIGN SPECIFICATIONS ALUMINUM CASE&RETAINER PAINTED BLACK PAN FORMED.118 CLEAR SG-100 SOLAR GRADE POLYCARBONATE FACE WITH FLAT GRAPHICS. 27" - SECOND SURFACE DECAL DECORATION. WHITE COPY CUT OUT OF BLACK BACKGROUND ' KFC Rich Red Black ... .. _x 3M 3630.53 _ 3630.22 .. ®Bright Red 3M3630-2659 3630.20 Ln 727 - - - 3M 3630-0647 - - Q !� �• � '` TACO BELL r 11x COLOR PANTONE . Z ®Dark Purple PMS 2603C Co h Light Purple .PMS 2577C ® C T Black Pantone Black ►"` K 1 —D3 ----White Pantone White 3M 3630-20 IL - ' - TY DNE .. .. TH15Is nN OR:GRuI UNPuet6MED IlrIWAliG CHEATED C:USTOAIERAPPROJAL: DATE By ME BY /� FOR YOUR PEHsONALUSEUICONNECRON WITH A DRAWING NO: .PSMRl1f lITRIII PRO JELTPWiNEDFORYOuwcw."nIGs.ITI5NOT _ RN.Ri RN,}p LL1�i�,�.Q;�t(2 `!_.—< TOGESNOXCUTS=NVUROFKANUTWNORUsm. M 95420.00 REPRODUCED.COPIEDOR E-SITEDINAWF15Ma� 99- R-02 -.Rev.$15 $10RE#E685004 0 UNLESS AUTIIOFUZE0IN\YRITING OY AN OFFICER OF DATE3145ARNSTA13LE RD, ARTIST:T.Pickel WE:fo•T2•18 cuukaNcs. R-as R-R6 HYANNIS.MA 02601 SHEET. 8 of e e Town of Barnstable BU11dli1g C,Post3This ad So,That t;ts Uble^Fom the Street A roved=sPlans<Must be;Retamed on:Job i isi r and this Card,Must benKept '. ennaisCwBi� `. :;> : > Pph a aS fir. i. rx, Permit Posted Until Final Inspection Has Been Matle s3 1039. Wheere ai Cert�fic to of Occupa„-ncy�s Regwired,such Bu�ldmg shall Now t be Occupied:unt�l �nal�lnspection hates been made Permit No. B-18-3316 Applicant Name: John Gavin Approvals Date Issued: 10/25/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 04/25/2019 Foundation: 314 BARNSTABLE ROAD HYANNIS Ma /Lot: 310-142 Zoning District: HG Sheathing: Location. P ,.,..� Owner on Record: TAMBURRINO,LOUIS Contractor_Name"° JOHN P GAVIN,John Framing: m a - 4 1 Contractor license CS'09 8 0 Address: 170 O1DE FORGE RD ,� F 2 , HANOVER,MA 02339 ' Est Project Cost: $ 102,000.00 Chimney: Description: Interior renovation of the dining room area-to t include new paint Permit Fee: $ 1,028.20 scheme and,new decor package and artwork. Nfo work m the Insulation: Fee Paid 1028.20 kitchen and it is expected the drive thru will remam-o en6durin the S " p p g Final: renovations. Date 10/25/2018 T"u, Exteror work to include image upgrade of new pamt;and Signs are not part of this permit;they will be p Rough P ulled and mstalledby - '`�`'� Plumbing/Gas Plumbing: • Buildin .Official .. the owners sign contractor g Final Plumbing: Project Review Req: Rough Gas: i . x4 Final Gas: 1 ".m ." Electrical This permit shall be deemed abandoned and invalid unless the work author¢'ed b th�spermrt is commenced within six months after issuance. Service: P y All work authorized by this permit shall conform to the approved app icattoq�ril the approved'con struction documl nts for'whch this permit has been granted. Rough: All construction,alterations and changes of use of any building and structures'shall:be wcompliance with theaocah"zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final: work until the completion of the same. Low Voltage Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Low Voltage Final: 1.Foundation or Footing 2.Sheathing Inspection Health 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspectionsto be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.InsulationC Fire Department 7.Final Inspection before Occupancy Sc— Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. ,� f Message Page 1 of 4 Perry, Tom From: David E Evans [daveevanskfc@comcast.net] Sent: Tuesday, May 09, 2006 11:38 AM To: Perry, Tom Subject: FW: Proposed roadside signage KFC Barnstable Rd Dear Tom, Here is the continuous e-mail that I'had with Patty Daley and Kate Kennen on the signage issue for KFC/Taco Bell. As my January`03,2006 e-mail states, I would reduce my current backlit roadside sign by about 50% to 44.5 sq ft per side. In Patty Daley's response on January 4, she said that"We will approve the 44.5 sq. ft per side sign, backlit". As far as the letters for:KFC-anl Taco_Bell on the_Buil—Id'ing , the only aspect that was discussed was the size of the letters and the placement on the 3 sides of the building. This was incorporated in the exterior elevations that we included in our building permit application. While we never discussed how they were going to be lit, I assumed that internally lit letters would be used. Thanks for addressing these issues and look forward to your response. Dave From: Daley, Patty [ma i Ito:Patricia.Daley@town.barnstable.ma.us] Sent: Friday, February 03, 2006 3:02 PM To: David E Evans Cc: Broadrick,Tom; Perry,Tom Subject: RE: Proposed roadside signage KFC Barnstable Rd .Hello Dave, Thank you for the plans which I recieved on Wednesday. I see no problems in terms of consistency with our Design and Infrastructure Plan. You will need to file a Site Plan Review application with the Building Department(I had wrongly assumed that you already had filed, as we had discussed your prior contact with the building department). I have a copy of the application which I can fax or send via overnight mail. You can also access the application and requirements on the web at www.town.barnstable.ma.us on the left hand side of the homepage, click on "Department Menu", then choose"Regulatory Services"then choose "Building Department" then, under"Permitting forms and applications" click on SPR requirements and SPR application. (If you want me to fax or mail, please provide the correct number/addresss). You will need to have an engineer stamp the site plan (so, you'll need to resolve whether the vegetated swale will be ten or twelve feet for that submission). In this district, a landscape architect must also stamp the site plan. I believe that six copies of the plans must be filed. Please call me if you have questions or concerns. I do not anticipate any problems once the stamped plans are recieved. The Building Dept. is aware that we have been working closely with you. I am available to assist any any way that you need. Thanks for staying in Hyannis and being such a good neighbor. Patty -----Original Message----- From: David E Evans [mailto:daveevanskfc@comcast.net] 5/9/2006. r 14essage Page 2 of 4 Sent: Tuesday, January 31, 2006 3:34 PM To: Daley, Patty Subject: FW: Proposed roadside signage KFC Barnstable Rd Dear Patty, Just wanted to inform you that we are sending an overnight package via DHL listing all changes we agreed upon. Also, final exterior elevations done by the architect and site plan prepared by Kate are enclosed. Please give these your immediate attention! Our builder will begin as soon as possible once approval has been received. We are looking forward to having a beautiful facility by springtime. Thanks. Dave From: David E Evans [mailto:daveevanskfc@comcast.net] Sent: Monday, January 09, 2006 12:08 PM To: 'Daley, Patty' Subject: RE: Proposed roadside signage KFC Barnstable Rd Dear Patty, In the spirit of the last compromise, I propose the following: .The colonel's face and the bell will be removed from the building altogether. .The letters on the front of the building are currently 9 and % inches high. I propose to make those letters 13 inches high (the same size as the letters on the current side elevations) and center them midpoint between the top of the awnings and the roof. .On the site plan, Kate shows a"Do Not Enter'sign at the Drive-thru exit lane. In order to help traffic flow, I propose to add an entrance sign (measuring 11"high and 25"wide and the smallest one I can get)at the entrance curb cut. The sign would show KFC/Taco Bell ENTER At this stage I feel like a beaten man, so let me know what you think. I will call you at say 1:30 pm today to discuss. Thanks, Dave From: Daley, Patty [mailto:Patricia.Daley@town.barnstable.ma.us] Sent: Friday, January 06, 2006 3:28 PM To: David E Evans Subject: RE: Proposed roadside signage KFC Barnstable Rd Dave, hope your mother-in-law appreciates you as much as we do. It is perfectly acceptable to add the letters "KFC"on the right side of the front to mirror the left as to size and position. The colonel and the bell on the side of the building are an issue -we'd prefer not adding that, but I'm happy to look at a proposal of how big and where they'd be located if you want to talk. Site design and signage sound good. 5/9/2006 y imessage Page 3 of 4 I'm mostly really glad that you have a sense of humor... Please feel free to call me early next week(862-4768). I'll be in on Monday at around noon. I'm in Tuesday in various meetings between 8 and 12:30. Feel free to email or call and 111 get back to you asap. I'm going to check with Tom Perry about the site plan approval process for you - I pledge to make it as painless as possible from here on out. Patty -----Original Message----- From: David E Evans [mailto:daveevanskfc@comcast.net] Sent: Friday, January 06, 2006 1:07 PM To: Daley, Patty Cc: Kennen, Kate Subject: RE: Proposed roadside signage KFC Barnstable Rd m are guys you Boy, Y 9 Y u s tougher than mother-in-law. I will need KFC/Taco Bell corporate approval which I am working on right now(should receive this Monday (1/9)or Tuesday(1/1 0),however the following are the proposed changes to Version 4 exterior elevations in order to meet your demands. 1. Remove the"Bell" and "Colonel's Face"from the front of the building, however add the letters "KFC"on the right side of the front to replicate the words Taco Bell on the left side , as to size and position. Even at our summer residence in Cotuit we have"Evans"on the front of our house. 2. To add the"Bell" and "Colonel's Face"on the parking lot side of the building. People coming down the road from the Airport Rotary into town center will never see them. As for the sign, we agree to wood framing/base planting as you described. As for the site plan,we will do everything that Kate has listed on the revised site plan that she did. On the site plan she had listed 7 new shade trees ,2 of which should be Red Maple or equivalent in the swale area.All 7 trees will.be 2"minimum caliper. In addition, in my discussions with Kate, she agreed that if the site engineer calculates that the parking lot water run off for the side parking lot could be absorbed by a 10 ft wide swale , the swale area could be reduced from 12 ft wide to 10. Finally, I ask for your final approval so that we will be able to serve chicken from our brand new restaurant by Mother's Day.- Thanks, Dave From: Daley, Patty [mailto:Patricia.Daley@town.barnstable.ma.us] Sent: Wednesday,January 04, 2006 3:18 PM To: David E Evans Cc: Kennen, Kate Subject: RE: Proposed roadside signage KFC Barnstable Rd 5/9/2006 "Message Page 4 of 4 Dave, Thank you for the sign information. Kate did come in today. It looks like we are very close to Yes. We will approve the 44.5 sq ft per side sign, backlit. We ask that you construct or cover the base and sides of the sign with wood. For the base, a wood encasing and/or plantings, such as ivy up the base would be great. I think you know what we are shooting for. Thank you for working with us on this important issue for the town. For building design,we prefer the building elevations as shown in the version 4 drawings. One exception is the front elevation shows a large cornel (sp?)and bell. We'd prefer no corporate ID on the building front. Let's see if we can come to agreement on this last issue. Finally, you will construct the site consistent with Kate's plan (I assume you and Kate worked out the issue about the two feet near the drive through). We ask that trees planted be 2" minimum caliper. I think we are most of the way there. Please feel free to contact me by email or phone at 862-4768. Patty -----Original Message----- From: David E Evans [mailto:daveevanskfc@comcast.net] Sent: Tuesday, January 03, 2006 9:53 AM To: Daley, Patty; Kennen, Kate Subject: Proposed roadside signage KFC Barnstable Rd Patty, confirming our conversation on Wednesday 12/28 at KFC, our existing KFC/Colonel's Face roadside sign is 7'-V height by 12'-0"width or 85 sq ft per side backlit. In a significant spirit of compromise, I proposed to reduce the sign to 5'1"height by 8'-9"width or 44.5 sq ft per side or almost a 50% reduction in size backlit. In addition, as discussed we agree to do: 1) the site plan as drawn up by Kate Kennen 2) the building exterior elevations with the mansard roof and siding as presented to you on 12/13/05 We would like to get started on this construction, and are looking forward to receiving your authorization in writing as soon as possible. Thanks for your time and attention. Dave Evans 4 T 5/9/2006 PROJECT NAME: 1 ADDRESS: 6curn c� Wo I bc I PERTMU " DATE: LARGE ROLLED PLANS ARE IN: BOX SLOT DATE: Town of Barnstable Building Department - 200 Main Street BAR MBLE, * Hyannis, MA 02601 9 MASS �16 9. (508) 862-4038 Certificate of Occupancy Application Number: 90764 CO Number: 20060052 Parcel ID: 310142 CO Issue Date: 06/13/06 Location: 314 BARNSTABLE ROAD Zoning Classification: HYANNIS GATEWAY DISTRICT Owner: TAMBURRINO, LOUIS Proposed Use: 170 OLDE FORGE RD HANOVER, MA 02339 Village: HYANNIS Gen Contractor: COPONEN, WILLIAM J. Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: CERTIFICATE OF OCCUPANCY FOR KFC AND TACO BELL llf�lo Building Department Signature ate Signed Town of Barnstable 0 Growth Management Department-Ruth J. Weil,Director vH��M 200 Main Street,Hyannis,Massachusetts 02601 2659. �0 QED AAP�A Regulatory Review Services—Site Plan Review 367 Main Street, Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 February 23,2006 Mr. David E. Evans, President D.E. Foods,Inc. c/o Chris Asaff Boss Contractors 304 Route 119 Rindge,New Hampshire 03461 Reference: Site Plan Review (#012-06)—Kentucky Fried Chicken,Taco Bell— 318 Barnstable Road,Hyannis, MA Proposal: Demolish existing restaurant building and rebuild using same footprint. Expanded landscaping, drainage and signage. Dear Mr. Evans: Please be advised that the Building Commissioner has administratively approved your proposal based upon your letter of January 31, 2006, submitting elevation plans and site plan entitled, "KFC Remodel" prepared by Boss Contractors,Inc. for Dave Evans and revised by Kate Kennen,Design Consultant, in conformance with the Town's Design Infrastructure Plan. Approval is subject to the following conditions: • Design of exterior elevations for building, along with proposed lettering attached to building, are to be built according with'elevation plan A4.0 and A4.1 submitted with January 31, 2006 letter from David E. Evans, President,D.E.Foods,Inc. • All landscaping, layout, drainage, islands, shrubs,parking and swales are to comply with the aforementioned site plan as revised by Kate Kennen including seven shade trees of minimum 2" caliper, 2 of which are to be Red Maple or equivalent and are to be planted in the swale area. • Replacement signage is to be no larger than 44.5 square feet per side, backlit(5'1"x 8'x9")with wooden sides, and wood encased base and plantings in base area. • Must obtain all necessary permits and approvals, including but not limited to building and sign permits. If you have any questions,or required further assistance,my direct telephone number is 508-862-4679. Sincerely, CC: SPR File Ellen M. Swiniarski Tom Perry,Building Comm. Site Plan Review Coordinator .... p; 4� +uAWCRSURY Lmr» EAST FALML)t.tk,MA 02535; 5�i�,S�Cf:2534 �, Mr film Perry: ._ 3uttda Otil[Ct1S4iot r l��rtts ble,4—J.d%ng beP went Pystis" t, f32fl1'; �:K C"Rturant 2 = �irxits�be Rol, Ass� s 'r t11ap: p Psrecl A. Mr PetT?'= I e tri made::tn can site re ie sf tEte abase re3erenc d site; T isb tta restart ghat ihe:pcalect has I n: cr��npt ted in aubst ttt l ctan pltance vyxtiitbe:stte p an,pt�parc.V by MY af�ic�And d�tecd Pelsrua 006..Thtrik you to arlvttce cr yaurttntin tc�es trt�ter, : Stnrely Sttphen ayl` PLS sbhf 9003 ;,, �I �� . . } � t V Town of Barnstable Building Department - 200 Main Street ELAMSZABLE. * Hyannis, MA 02601 9' MASS 16 q. . (508) 862-4038 CFO M!►��` -1-°' Certificate of Occupancy Application 90764 CO Number: 20060018 Parcel ID: 310142 CO Issue Date: 05/12/06 Location: 314 BARNSTABLE ROAD Zoning Classification: HYANNIS GATEWAY DISTRICT Owner: TAMBURRINO, LOUIS Proposed Use: 170 OLDE FORGE RD HANOVER, MA 02339 Gen Contractor: COPONEN, WILLIAM J. Permit Type: CTCO 581 ROUTE 149 COMM TEMPORARY CO RINDGE, NH 03461 Comments: TEMP 30 DAY CERTIFICATE OF OCCUPANCY EXPIRES 6112106 -KFCITACO BELL Building Department Signature ate Sig ed t ! ffVV f�` , ^^ 3 , V .� r (,�� rri t I •4r i��i'''1 ,t'v 1`' -�. t .. s „� t��{ �r, �'.7� 1t•)1.� r Lai.+,i ritl:�� ,. w a ., 0:4d1 t,illN" . . Department of Regulatory Services Qi► ••'. i .-�'1,'(f��k,�7 � �t-Itia�t)R� t� i�.,frb ., . . * +► DARNSTABLE, MASS. P Fp�Cl A . BUILDING DIVISION BY 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 OFTHIS 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. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS lei 2 2 2 3 V.X" S ie 1 HEAifNG INSPECTION APPROVALS ENGINEERING DEPARTMENT -/ - 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. f i .�Sf " Hyannis FirelDepartment BStLBu Bp fo - - 95 High School Road Extension ,n Hyannis,; Massachusetts 02601 .00 Phone: (508).775-1300 'Facsimile: 508 . 778-6448 1896 ( ) To Report an Emergency Dial 911 or 775-2323 Prwerty Inspection Report Form Business.Name: � VtI4� r ` c Phone : Street Address Sprinkler System :Yes No PSI Can System be Pumped When Shut Down?Yes No FDC Location: Side Near: Shut Off Location Closest Fire Hydrant ocation: �c t s Fire Alarm System es No Monitored.by Hyannis Fire .PAnnunciator Location Side Near: _P�vw Main Panel Location: � Suppression System(s Ye No Last Inspection : Key Box Yes- . No __pyl C)IdU Location:Side Near (## Violetion,**=Notes, 0= Uncorrected,4=corrected) R@Inspection Date: vvn § lw-)hUy%&Qn -I Fire Dept. Inspecto Date - - - Occupant N. AIL 0/ Phone EMERGENCY CONTACT NU BjtS 1. Voich W4y® k - Phone : 150 - 360 :2. _NV6 9i/ANS Phone : 711 3.Rog &4kc Phone 7f1-d 'Y- 7 r-,r White: Fire _Dept. Canary: Reinspect Pink:Property CINTAS® 10 Gill Streit Woburn, MA 01.801 800-232-6785 I RESTAURANT FIRE SUPPRESSION SYSTEM INSPECTION REPORT SITE: •, I rrr SYSTEM MFG: ADDRESS: NEW/HYDRO DATE: REGULATOR TEST DATE: Z - 'I CITY/STATE: CYLINDER{S)$IZE(S): 61 t a PHONE: f TOTAL CYLINDERS: — WET: Gy`" DRY: . CONTACT NAME: ANNUAL: SEMI: RECHARGE: INSTALL:. k LOCATION OF SYSTEM SYSTEM COMPLIANT: FUEL SHUT OFF:GAS ELECTRIC YES.:❑ NO: ❑ NOTE:FIRE MARSHALL MUST BE LOCATION OF GAS VALVE: NOTIFIED WITHIN 48 HOURS. y + FUSIBLE LINKS: vj> cl` j RESTA ANT SYSTEM REPORT 1. APPLIANCES COVERED BY CORRECT NOZZLES? /N 16. PROPER NOZZLE CAPS? Y/N. 2. PLENUM&DUCT COVERED BY CORRECT NOZZLES. /N 17. REPLACED NOZZLE(S)? Y/N 3. NOZZLES AT CORRECT HEIGHT&POSITION? /N 18. CHANGED ALL NOZZLE CAPS? Y/N 4. SYSTEM IS UL300 COMPLIANT? N /N 19. PIPING SECURE&BRACKETED? Y/N i 5. VERIFY PROPER CYLINDER PRESSURE? /N/NA 20. CONDUIT SECURE&BRACKETED? Y/N 6. VERIFY PROPER CARTRIDGE WEIGHT? /N/NA 21.'REPLACED FUSIBLE LINKS? Y/N 7. ACTUATION CARTRIDGE CHANGED? /N/NA 22. VERIFY CONDITION OF CYLINDER& BRACKET? Y/.N 8. VERIFY CONDITION OF CHEMICAL? N/"NA 23. SYSTEM ARMED&OPERATIONAL? Y/N 9. AUTOMATIC DETECTION RELEASED? Y/f 24. SYSTEM TAGGED PER:NFPA-17A?. Y/N 10. MANUAL PULL STATION RELEASED? Y/N 25. CLASS K IN KITCHEN? N 11. BUILDING ALARM TRIPPED? /N/NA 26. PORTABLES LAST SERVICED. 12. GAS VALVE OPERATIONAL? t /N 27. RECOMMEND HOOD/DUCT CLEANED?, Y/N 3 13: DOES CABLE REQUIRE REPLACING? Y/N 28. DATE HOOD LAST CLEANED 14. CABLE CHANGE.PERFORMED? . Y/N 29. CYLINDER WEIGHT VERIFY Y/N/NA 15. NOZZLES CLEANED?. Y/N 30. ELECTRICAL SHUT DOWN. Y/N/NA E [. NON COMPLIANCE EXPLANATION: COMMENTS: � s' . _ z- � I :THE ABOVE SYSTEM HAS BEEN TESTED AND INSPECTED IWACCORDANCE WITH NFP�1.7A AND THE MANUFQCTURER'S.APRROVED MANUAL. SERVICE TECHNICIAN Off` --„ (PRINI) SERVICE TECHNICIAN CUSTOMER CUr (slcN) • .SERVICE TECHNICIAN LICENSE# DATE t '.SERVICE DATE: ' �.�.. { White-Off ir`a ..('.nnnni•-At`•1.1 Dint 041; i CHRIS ASAFF Project Manager 9� 1c�RvopP�o BOSS CONTRACTORS, INC. 581 NH Route 1 19 Rindge,New Hampshire 03461 Tel:(603(899-9630 Fax:(603)899-9636 r + .'► TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION an 7�7 Map '31D Parcel Permit e , / 6�i :.i � r i R S wl'1�. i;..ly - Health Division. k-�-- ® � Date Issued Conservation Division a, ` '' r c+ j a Application Fee Tax Collector Permit Fee 314 4 z•SO Treasurer L V I-Si0N �� ,,�j 3611 �v �!�'' ACCOUNT _ l� Planning Dept. Tel ONNECMIM SEWER ACCOU ! i s Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Lw Project Street Address .3PY 64,eNS rA84-6 Village gley'd e Owner 40tffS Addres f 2 G11EQS f' mwis MW d ye®f Telephone _ <D,?- ?7/ — -36i Permit Request ,QEAVJL.Q 7Nf- coeoe cfvi eAl k1flS77.y6 F®uvPsgTio.?/ bvl7)Y 7#,6 41-eW orFgArlo41 ro 94 A 0-o"nAS"A ion err-�� c� eL , T��s r��« somewl,25 ,eaT Aek2MEAt 0,V6 X41-rE1't /;7Ep S*W6 ---0JDS"1V1c,, GtiO&rX E -It-) Square feet: 1st floor: existing /3© proposed a, 130 2nd floor: existing proposed — Total new -?130 l Zoning District Flood Plain Groundwater Overlay Project Valuation Y-2�000 Construction Type WvOPiF�� E Lot Size .700 (0$Ieo so F7_ Grandfathered: 30 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family Cl Multi-Family(#units) Age of Existing Structure 30 Historic House: ❑Yes �dNo On Old King's Highway: ❑Yes A No Basement Type: ❑Full ❑Crawl ❑Walkout V Other WO-V f_ - S I-04 Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing 2 new 2- 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:Cl 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 )d Yes ❑No If yes, site plan review# Current Use DielgE IWXV OST,##XX,v r- Proposed Use Df-J1/E. 7WO ".3rW� . BUILDER INFORMATION Name W W A Telephone Number __&AO Address I�in License# e 5 06e R l q ��c I f2.�- ! !1 Home Improvement Contractor# Worker's Compensation# IV e- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO WILL BE DE z-ECn9l'-ep 6&11Ew/ 0E.N0L.I7/01r/ L°d ��LjO/° fS CheOs��✓ / SIGNATURE DATE °y FOR OFFICIAL USE ONLY PERMIT NO. v. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE s OWNER j DATE OF INSPECTION: , ' g FOUNDATION FRAME INSULATION . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH . FINAL " m , GAS: ROUGH 0 FINAL P7rA FINAL BUILDING _ DATE CLOSED OUT 0 L• f - _ { ASSOCIATION PLAN NO. s i TOWN OF BA'RNSTABLE BAR -W �1�. Ordinance or Regulation , WARNING NOTICE Name..of Offender/Manager A �z > NQ A o A 1-1A►3 N C.2. Address of Offender MV/MB Reg. # `-- Village/State/Zip Business Name r N o G uC tj ,��. r-d pm; on 1 2011� t Business Address ty�- - "'f CafS vt Signature of Enforcing Officer . Village/State/Zip ' �`�+ A " A 0,;Z 6-:4) Location of Offense L Enforcing Dept/Division Offense ^ ` t2• � , N"A LA s l t�'J 4'-L U S E, 61 Facts U 1 This will serve.only as a warning. At this time no legal action has been taken.. It is the-goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are.attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK- ENFORCING OFFER GOLD- ENFORCING DEPT. 21 Z r v d- `1v ' 'V �_.� �� t I . I °FSFiE roy, Town of Barnstable Regulatory Services " BAMSTABLE, 'MASS. Thomas E.Geiler,Director 9 �t'ArE 6 pip,` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder 491",e v,e'e/WC? ,as Owner of the subject property hereby authorize D/9y;D E✓r9WS oe G o N;5e1 to ct on my behalf, in all matters relative to work authorized bythis building permit application for: I 3/ �.9,Qiys r�,�LE ePD fig y/q r�,v�-n, hp'4 (Address of Job) 7 / aa.� - 4ign o Owner. ate Print Name . QTORMS DVINERPERMISSION s 07/21/05 THU 15:38 FAX 1 603 899 9636 BOSS CONTRACTORS 9 002 , i`V- __ - iix..._+a.:_.._,.... s-',..:3.�.r'::.]u"�-Y.ti1ia+t5it-:_,.Y._�..--air_vay.Y'u+ -• _.. :.. ®ER. R " '�t� y ©&g1'49 {-X_ ._._ , 2553.0 ��h � S9il9fi(��GT6 Tr.no. P. j N r 1 (. ig _; i v tr f AM J Cow NEW IPSW , -. 6brnirtissP�itie� F ' v.9.-._�____.�-.-a-•etr—s - _wry'-�-Krry.,•--Tea'r.--e'C'S^'_:':'i a I 00-35,ON of enclosed space - �.; ! (ktIGL C.112 S.6k) :t 1A-Masonry onty _ P 1G-1&2 Family Homes ., P Failure to possess a current edition of the R Massachusetts State Building Code r } is cause for revocation of this license. i DJG SAFE CALL CENTER: (886)30-7233 P i r � ��`� � ��:�'�` ��}� ��-�� X� ,� f °F,►,E►°,,� The Town of Barnstable O„ BARN5TABLE _.AS a Department of Health Safety and Erwironmental Services MS. t639. `00 A,foMp�. Building Division 367 Main Street,Hyannis,MA 02601 a Office: 508-8624038 Fax: 508-790-6230 i r , PLAN REVIEW Owner: tL/%°'� �� -' Map/Parcel: Project'Address: � �� ` � �" Builder: The following items were noted on reviewing: M,)V Z ✓ �1 l c- -1.b►es 1� � �aSrm�� RcP�IL-i's QVi-QN �A��NS LiS�', s - 3-Yn -q1 'So Reviewed by: Date: q:buildi ng:forms:review I The Commonwealth of Massachusetts ; -- Department of Industrial Accidents _ P � ', ._ Oflla BfJf�r�sd�adr�s . 600 Washington Street Boston,Mass. 02111 Workers' Co ensation Insurance Affidavit-General Businesses v rrr nameet-G�4 /it a G 7*i't-0 �- - • address. / .. , t cY ei state: /Y u : 0 3y� one#��03-) 9 9; 963 work site location(full addressl �/y•��d��l'�`'' �� "�/ya.�z.u.� • ��• . [] I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eatzng Establishment in any capacity. ❑Office❑ Sales(including Real Estate,-Autos etc.) I am an em to er with a 7 em 1 es�full& art tim�. ❑Other �� am an employer providing-workers'' compensation formy.employees working on this job. _ company5,z ,.,• ,Y., , 41 :` ��:, :I..x•„'p:,•:::'"4• bone#• cites cl 4:^ instirance.ebs I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: ..1.• _ .. !.�•: .A;1. yt:t:?.. coin-'an nSme:' - ;. bone•#' N. insurance co. • - / %/y/�////////�r/�, • : .:::.;_ :'`�t,ll•. „�• :;S'•••ram' coin"eii••�eiiiei . : O address: ci�.vi: .: .. .. "hone# : ,r;_ • : :A frisursnc �eo: t'olicv#':"'' •:� Figure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me.I understand that a copy of this st y be forwarded to the Office of Investigation of the DIA for coverage veriAcation. I do hereby certify u er the pains and penatti of perjury that the information provided above is true and correct Date Signature /� I —T o Print name A) l 7 a �� o A Phone#(,,Io 3 9 9- pe-1 3 0 MMMMM official use only do not write in this area to be completed by city or town official city or town: permit(Hainse# []Building Department []Licensing Board ❑check if immediate response is required ❑Selectmen's Office t []HealthDepartmeat • contact person: phone#; ❑Other L #Yised Sept 20M) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers'compensation for their employees. As quoted from the"law", an employee is defined as every person in the service'of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity, or any two or more of r resentatives of a deceased lover,or the receiver or • the foregoing engaged in a joint enterprise, and including the legal ep trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evident of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law" or if you are required to obtain a workers' compensation policy,please call the Department at the number liste,dbelow. 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 mber which will b'e used as a reference number. The affidavits maybe returned to be sure to fill in the permit/license nu the Department by mail or FAX unless other arrangements have been made.• The Office of Invest igations ations would like to thank ybu in advance for you coop eration and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 8tftce of leve�tipatl®ns 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 I - Y D.E.Foods„Inc. David E.Evaris " M7 President_ July 21, 2005 " Tom Perry Town of Barnstable rk. � Department of Regulatory Services Building Division Dear Mr. Perry, 170 Olde Forge Rd. Hanover,MA 02339 Tel 781 9820755 lam the owner/operator of the Kentucky Fried_Chicken in Hyannis at 314 Barnstable Road. We Fax 781 982 9904 are planning to rebuild the current KFC on the existing foundation with the new operation to be a combination KFC/Taco Bell. These will not be separate operations but rather one integrated operation(one manager, same foodservice workers etc). The addition of Taco Bell is basically an assembly station—assembling Taco Bell products. In requesting the Building Departments approval for a building permit, I have assisted the General Contractor, Boss Contractors Inc, of Rindge,New Hampshire in addressing the items on the attached"Building Permit Procedure for Commercial Additions/Alterations" as follows: 1) Site Plan Review—In a telephone conversation with Robin Giangregorio , Zoning & Site Plan Review Coordinator , she stated that since we were not changing the building footprint or any of the parking, no site plan review was necessary. 2) Current Site Plan attached. 3) Historic District—N/A 4) Construction Plans—One complete full size and one complete I Ix17 with original architect and engineer's stamp and book of specifications. In addition, we had previously submitted fire suppression and fire alarm building plans to Mr. Kenneth Chase, Hyannis Fire Department. On/or about July 5, 2005, we received confirmation of his approval. He stated that he sent an e-mail to your department confirming that approval. 5) All Department approvals on building application. 6) Workers Compensation Insurance Affidavit attached. 7) Copyof Construction Supervisor license attached. 8)Application Form attached with application fee. 9)Property owner Letter of Permission attached. Thank you for your attention. Please note that the General Contractor Supervisor, Bill Coponen, of Boss Contractors (cell phone number 603 674-2973, office number 603 899-9630) or myself at 781 982-0755 will be available to address any questions or concerns that you or your staff would have on this project. Looking forward to your approval. Sincerely, 40,1 � - David E. Evans Franchisee of KFC Corporation D.E.Foods,Inc. :s David E.Evans President January 31,2006 ------ Patty Daley Growth Management Department Town of Barnstable 2,C 367 Main Street a. 170 Olde Forge F Hyannis,MA 02601 Hanover,MA 023 ks Tel 781 982 07 "" Fax 781 982 99 Dear Patty,, The purpose of this letter is to summarize my requirements to satisfy your approval of a"Site Plan Review"that is necessary for renovating our existing Kentucky Fried Chicken Restaurant at 318 Barnstable Road in Hyannis. Exterior Elevations of the Building—Enclosed are the final elevations from the architect that will be included in the building plans to be resubmitted to the Building Department for obtaining our building permit. Site Plan-We agreed to do everything that Kate Kennen has listed on the revised site plan which includes seven new shade trees,2 of which should be Red Maple or equivalent, in the Swale area. y< All seven trees will be 2"minimum caliper. In addition,if the site engineer calculates that the parking lot water run off for the side parking lot could be absolved by a 10 foot wide swale,the swale area could be reduced from 12 feet wide to 10 feet. Also,we would add to the site plan an entrance sign(measuring'11"high and 25"wide) at the entrance curb cut, showing"KFC/Tace Bell ENTER". Roadside Signage—We would replace our existing KFC/Colonel's Face 85 square feet per side backlit sign(7'11"x 12'0")with a 44.5 square ft per side backlit sign(5'1"x 8'9"). We will cover the sides with wood,wood encase the base and plant the base area. For clarification purposes,I have enclosed the series of a-mails that we have exchanged over our recent discussions,,as well as the site plan as adjusted by Kate. While it has been a little over 3 weeks since our last/final discussions on the matter,I have been working feverishly with KFC/Taco Bell,the architect and our general contractor to gain approval of all and make the necessary changes to come to this point. I ask that you review and approve the"Site Plan Review"as soon as possible. Sincerely, David E. Evans,President Franchisee of KFC Corporat VORTEXINCn ENVIRONMENTAL MANAGEMENT • CONSULTING • TRAINING ASBESTOS INSPECTION REPORT REPORT DATE: February 16, 2oo6 DATE OF INSPECTION: February 10, 2oo6 INSPECTION LOCATION: KFC Building 314 Barnstable Road Hyannis, MA REPORT SUBMITTED TO: Chris Assoff Boss Contractors 581 Route ii9 Rindge, NH 03461 INSPECTION TYPE: Visual, semi-destruction inspection of"suspect" asbestos containing building materials throughout the exterior/interior of this operational KFC building. Suspect ACM materials sampled and PLM analyzed included: exterior roofing (flashing &field) and skim coat plaster on exterior masonry block along with interior ceiling tile (kitchen & dining areas) and ceramic tile. Refer to attached EMSL lab report. INSPECTION RESULTS: There is NO asbestos present within the materials sampled. The building may be demolished at this time. If any suspect material becomes visible from behind wall cavities or underneath previously hidden areas during the razing process, immediately stop and have materials sampled/analyzed for asbestos content. Or 01 ASBESTOS INSPECTOR: J Car e -DO bestos Inspector No:AI040312, Expires 10/22/o6 TRAINING CENTER: 3670 West Sho Road - Suite #1 •Warwick, RI 02886 • FAX (401).738-7869 (401) 738-7710 • 1-800-VORTEXX • www.vortexenviro.com From:8568581189 To:John Carbone Page:415 Date:W161200611:22:40 AM e- UiCZ� K --------------------------------------------------------------------—------—-—------------------------------ Ann: Vortey,,,InC. Custer ID: VORT50 3670 West Shore Rd. customer PO: Suite#1 Received. 0211 410 6 9,45 AM Warwick,R!02886 EMSL Order 040602M Fax: (401)730-7869 Phow.1 (401)738-7710 EMS!Proj� Project 08-082[CPC Anaksis Data 2/1512006 Report Date: 2116/2D06 Asbestos Analysis of Bulk Materials via EPA 600/13-931116 Method using Polarized Light Microscopy Non-Asbestos asbestos Semple Location Appearance % Flbrwa % NorOF[twom %Type Various 1001/6 Non-fibrous(other) Norm Detected 040502880-OM NomFibrous Heterogeneous 2 Black 101/6 Glass 90% Non-exous(ww) <1% Chrysaffle 040602880-002 Fibrous Flotnogetreotus wiggest tern 3 Black 40% Cellulose 60% Non-exam(other) Norm Detected 040602890 000 Fibrous • megast tern 4 Black 40% Cellulose 609/6 Non-fibrous(other) None Detected 04ON2880-CM Fibrous Homwoeom 5 Various - 40% Cellulose 589/. Non-fibrous(other) Norm Detected oaoso2�o Dees Fibrous 2% Glass Heterogeneous 6 Various 50% Cellulose 40% Nowfibrous(other) None Detected 04OW2890-0008 Fibrous 100/. Glass Hawageneous 7 Various 75% C48MAOSe 159/6 Nowffixous(other) None Detected 04OW28W-CW Fibrous 1101/6- Glass Hewo9eneous Analysts) lowd-- 4ttr- Wendy Pakner(10) Stephen Siegel,CIH of other approved signatory Due to marlicaftm rmitaftm aid PLK wbodosilbers in dnwsiors bekw the resolution capelofty d Kit may rxibeddede&Samples rgpmtedas<I%or none deteded may require addMand tesfug bv Tmtoarftn admdeaquarffai 1ho obwatest report rdates adyto ft terrmtested wd may no be reiprocluced-n wyfom withm the OW988 wfdtQnaPPrwMdFM9LArWftLIwL EIASL'8r18bTqi3Ib"hBdt6th9 cost efwm sk DASL bum no resporsWfty for sample eweefien adhwws or analy&d method FmWans. hterWdlefbi ad use of bet resuffs are the respenndbiftyefthedwrt The teW reafteartabnd wNdn ftft rqmt meet ft requirernefts of NEIAC urtess dhenvise note& • Analysis performed ELISIL Westmort MAP#101068-0.MY RM 10M From:8568581189 To-John Carbone Page:515 Date:2/161200611:22:40 AM A ? -a: y t wt %t V.N.--!.-?':: 1•:ti 1V Attn: VoiteX,Inc. Customer ID: VORT50 3670 West Shore Rd_ Customer PO: Suite#1 Received: 02e14106 9:45 AM WarWick, RI 02 G EMSL order: 040602880 Fax: (401)738-7869 Phone: (401)738.7710 EMSL Prof Project 06-M KFG Analysis Date 2/15/2006 Report Date: 2/16l2006 Asbestos Analysis of Bulk Materials via EPA 600fi -93f116 Method!using,Polarized Light Microscopy Non-Asbestos Asbestos Sample Location Appearance % Fibrous % Non-Fibrous %Type 8 Various 600/0 Cellulose 10% Non--fibrous(other) Now Detected 040602880.OVW Fibrous 10% Glass Heterogeneous 20% Min.Wool 9 Various 6011. Celulose 10% Non-fibrous;(other) None Detected 040602880-000 Fibrous 10% Gas Heterogeneous 20% Iran Wool 10 While 10W9ro Non-fibrotrs(other) None Detected • a40602aea00ro Non-Fibrous Homogeneous RI CERT.#AAL--075T3 Wendy Painer(10) Stephen Siegel,ClH at other approved signatory Due to magnfwatim rsnitetiars khwwd in PLM,asbodasf be s in dmensions below the rtsdtdlon capalo ty d KM may not be dateded Samples repeted as<M or none detected mavrequkeaddMandtesfirgbVTEPAtoewfbmasbestnquffftiO&'Dte aboretest repod relates adytothe tem ateated and may not be reprod=W h anytomn wdlood the eXi"N written sWws1 d FMSL Atatytieal•he.EMSUa rtabftty s horded toff cost of anatysLs EMSL hears noresp rsWay for sample collection adaer s es anslyrteal method rimitations. htewdeton and use attest resorts ere the responst65dyofthedemd Tho test resrdts contained within @cis report meet the ra:p,&erttmds of NtACunless dMswrso rooted. • Analysis perfonrned by EMS Wesflmort 0f%"atotfD",W a"loan THIS IS THE LAST PAGE OF THE REPORT. 2 :- ' > _ - 856858 2lf61Z©QB -eK r.-From: 11 To:John Carbone Page 3t5 [rate 1 AM '..' . : : . . - :. - .......--.- - - - ::•. .... :..'.::. .. .. t - - - = , 1' ii ` }} .* - , . s' ` : �s _ ?:::: > a4 "' t � :' .. .... is - s . . 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' 2 ... ... - 1 - - - VORTEX ® - - ENVIRONMENTAL MANAGEMENT 0 CONSULTING m TRAINING Commonwealth of Massachusetts Commonwealth of Massachusetts Division of Occupational Safety - Division of Occupational Safety Robert J.Prezioso,Commissioner Robert J.PreBOso,Commissioner Asbestos Inspector- Asbestos Designer, JOHN CARBONE JOHN CARBONE Eff.Date 10/06105 i Eff.Date 10/06/05 , E Date 1022/06 - Exp.Date 1'OA&06jrt A1040312 AD640023 Member of C 0 N E S I Member of C O N E S6 NB NB t: � , NB-RENEWAL �� ; N&REN"EtAL Commonwealth of Massachusetts Commonwealth of Massachusetts Division of Occupational Safety Division of Occupational Safety Robert J.Prezioso,Commissioner . Robert J.Prezioso,Commissioner Asbestos Management Planner Asbestos.Project Monitor JOHN.,CARBONE, JOHN CARBON.E �A Eff.Date 1'0106/05 AnhL AM P Eff.Date 10/06/05 ' Exp.Date 1 Q/27J0.6 ,, .; Exp.Date 10/05/06 r AP040313 AM040769 l Member of C.O.NE.S. Member of C.OA.E.S. NB NB n NBRENEW�AL NB-RENEWAL - r . c TRAINING CENTER;3670 West Shore.Road'- Suite#1 o Warwick;'RI.02886 o'FAX (401) 738-7869 (401) 738-7710 1-800-VORTEXX PROJECT NAME: �C e-1 ADDRESS: �a.cJ PERMIT#_� `t PERMIT DATE: M/P: "�l LARGE ROLLED PLANS ARE IN: BOX SLOT DATE COMPLETED: BY: t q/wpfiles/archive 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 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI.,F367 Main,St., Hyan. nis; MA 02601 (Town Hall) and get the Business Certificate that is ` required by law. DATE: Fill in please: , I' �' �. g APPLICANT'S. YOUR NAME%S: �_ S y � BUSINESS YOUR HOME ADDRESS:. /-bagag ` TELEPHONE # Home Telephone Number - - �2 Z rv� — �� x g NAME. CORPORATION. .: P �:,.. Q , NAME OF NEW.BUSINESS TYPE OF BUSINESS S i2/fiJz IS THIS A HOME OCCUPATION?: YES NO ADDRESS OF BUSINESS 6 - V 6b MAP/PARCEL NUMBER S l! (Assessing) - 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. You MUST GO TO 200 Main St.. (corner of Yarmouth Rd. &Main Street).to make sure you have the appropriate permits and licenses required:to legally operate your business in this town. BUILDING COM ISSIO ER'S OFFICE This individual h s n-iRfo of ny ermit re uirements that pertain to this type of business. WC-) �- - t orized Signa e* COMMENTS: t 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business: Authorized Signature COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: o DUBOIS o ENGINEERING M ASSOCIATES, INC. CONSULTING ENGINEERS STRUCTURAL O FORENSIC FAX TRANSMISSION Date- 3_ Sheet#1 of Fax#: Son-7qo-�a3� To: M2 H oo-x AS P Attention: 8 U i(,D 1,6- D CT T From: DAL-- '0u Qa5 • Project: KI:C Iq ,/,^/f s ZI/A Hard Copy Mailed: Yes No Project#: pspz Message- ��- o(� Nf-fzlL IS A ,./ SSK- I r"orL -rftfF gEvfsE 1'C fjV fL;Or i%y �EinJ(,— 901,LT 3y �OSS CON�GLAC ToflS _ __ .._ CALL 1✓1 i; A-`-,, yoy o _ C oti V f-eu I E A/C r 4 ( - og00 co ,to: _ T eR?=164 If you have an),trouble receiving this FAX pleasc..cal1: (603).666-0900—-. -_.. The pages of this fax transmission contain confidential information from the office of Dubois Engineering Associates.Inc. l-his information is intended solely for the use by the individual entity named as the recipient hereof. If you are not the intended recipient_be aware that any disclosure ,copying,distribution;or use of the contents of this transmission is prohibited. If you have received this transmission in error;phase notify us by telephone so that we may retrieve this transmission at no cost to you. �I�ll.ulk You. I II 1111t1�t t\ � II�II I' \1 �.�� Ifl:: l•I�I; \II :, , �,;,. t:; �., r,,,, t� �„, ...��,r .; , .. ., .. , OF BlAiRMSTABLE 219H MAR 21 Pri 12- 10_ 2x6 @16"oc w/ 1/2"PLY SHEATHING . EXTERIOR FACE BRICK COOR'D w/ARCH DWGS (2)2x6 PT SILL w/ 2x6 KD SHOE 1/2"Ox1'-4"ANCHOR ; CUT BACK AND REPAIR @24"oc MIN 2 PER PLATE (x)SIDEWALK AS REQ'D 8"CONCRETE CAP FOR NEW BRICK SHELF. w/(2)#4's CONT (x)CONC SLAB TO(x)SLAB= 100'-01, —x—x—x—x— -i.... i I'IT I I'I-1 I (-1I I I-III-III=1 I I I I I I I-1 I I-1 I I-1 I I I-I 11=1 I M 11=11 t L6x4x3/8 CONT.LLV GALV w/ 3/4"0x6"GALV ANCHORS @24"oc n (x)8"CMU FOUNDATION WALL• �jN OF Mqs 4's VERT @24"oc FILL CORES SOLID w/(3000 PSI)CONCRETE " k o� D A. 3/8"AGGREGATE: s CDRu o 4 c� cn _ No. C07 (x) FOOTING -GIST��``�G��`�``Q S/OMAL�N REVISE® SECTION 112"= 1'-0" g ®DUBOIS PROJECT: KFC/TACO BELL DRWN. BY: T.R.S. SHEEP: ®ENGINEERING HYANNIS, MA SSK-1 ®ASSOCIATES, INC. TITLE: SCALE: 1/2°=1'-0' REVISED SECTION 5 CONSULTING ENGMEM, STRUCTURAL, FORMC DATE: 3-16-06 PROJ #05024 Mar 16 06 06: 22p Dubois Engineering 600-6C9-0900 p. 2 —2x6rl G 0cw,! 10"PLY ShFATHINC EXTENiOP FACE BRICK C CIR'D w/ARCH MOS i 2)2x6 PT.Sil-L vvi I 2x6 KD SHOE - /,�- 1l2"0x'l'-4"ANCHO-if? CUT(TACK AND REPAlq .24`x KIIN 2 PER PLATE (x)SIDEVIALK AS RE011D /� 6"CONCRETE CAP j FOR NPAf BRICK SHELF. / 'vi(2)#&s CONT (xI C`)NO SL I-L- it 1..6xax;i8 CONT.LL'd GAL V wl •. k � 3/4'0x6"GAL V ANCHORS @24"oc d eft d' 'UU FOUNDATION i^SAL'_ '4's VERT @24'cc - ��-FILL CORES SOLID tr _ wi(3000 DS')CONCRETE X8'A(3GREGATE o AM REVISED SECTION i I I _ I ODUB 7IS PROJECT: KF:;/TA.'O BELL �DRWN. BY� T.R.S. SHEET: Uh ' ' I ($ HYANNIS MA , q CASSOC IATES�TNC. 11TLE: F-- - �GOA1aULElWG aGmEivs, S7R?3OTUPA4 FORENSIC - - `R�'yiSFD_`�ECriUrl'' � DATE: - 3_16-06 FROJ #05024 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Neap .S 1® Parcel '12 Permit# ! �� Health Division /0,QR , Phi, seer �s Date Issued d Conservation Division pp�' `� A lication Fee O k� � (} /� Tax Collector /�� Permit Fee ( • &V Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board t_� i "t •- Jn Historic-OKH Preservation/Hyannis N h 6 Project Street ddress 3Lq ,&xjs7b� Village ,UiS Owner &u6 16"0 011DO Address /k?2 Telephone Permit Request e a �, iretiTuo edC ;CI-R.6TO u Square feet: 1 st floor: existing 030 proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ��roject Valuation& '006,CO Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure f RS Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout X1 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new r Number of Bedrooms: existing c-- new Total Room Count(not including baths): existing new First Floor Room Fount ' Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other f� = Central Air: ClYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑:Yes ED,No Detached garage:❑existing ❑new size Pool:O existing ❑new size Barn:❑exis ing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 1,161esTao-ear'7_ s,site plan review# /�'' Current Use Rt� Proposed Use 6-4mC �" BUILDER INFORMATION Name011CZ �J Telephone Numbe �3`6w-q(-3o Address (IouTMKS �C License# t �(G�'S t e G Home Improvement Contractor# ^ y� Worker's Compensation# �JC ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Jg�_P ��srert .7 Z -Co 1-95Sf-1 SIGNATU DATE a e)6 FOR OFFICIAL USE ONLY t PERMIT NO. f DATE ISSUED r t MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION _ r1 • FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ! ' PLUMBING: ROUGH FINAL'_ GAS: ROUGH FINAL f`_ ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 MAR-08-2006 WED 12:37 PM KEYSPAN ENERGY FAX NO, 508 394 5019 P. 01 KeySpan Energy Delivery 127 Whites Path rlv'-fgY Dclstiiy South Yarmouth, MA 0?60Q 1 •`l 1 1 March 8, 2006 Kentucky Fried Chicken C:'liris Asa(( I`AX: 603-899-9636 R1,: 3 M Barnstable Rd., Hyannis This is to contirrn the gas meter has been removed and the gas service capped. Per (:',kris Asaft; no need to cut gas service as there will not be any e -av�attoil.work. ,Flee njcter was removed by a Keyspan tecknician March 8, 2006 If YOU have any qLiestions please call me at 508-760-7481 , L! �1 w 'Z•L:1 Urfa, 1 ,S�zt:t�r%��'�l Susan N11CMullia Olaer:►tions Coordinator Keysp,�tn Delia y Company r �oFINE rWyti Department of Public Works 47 Old Yarmouth Rd. P.O.Box 326 * * Water Supply Division Hyannis,MA. * * * BARNSTABLE, * 02601-0326 Y M TEL:508-775-0063 i6g9. �� Hyannis Water System Operations FAX:508-790-1313 March 3, 2006 Town of Barnstable Building Inspector Town Hall Hyannis, MA 02601 _ RE: Service# 4086 at 314 Barnstable Rd., Hyannis Dear Sir: Please be advised that the above water service was shut off and the meter removed on 03/07/06. The owner has informed us of plans to demolish the building. s � Sincerely, Susan MacDonald, Clerk Hyannis Water System W�IVP WhlteWater-Pennichuck Operated and Maintained by WhiteWater,Inc.and Pennichuck Water Services Corp. Shea, Sally From: Anderson, Dave Sent: Thursday, March 09, 2006 1:08 PM To: Perry, Tom Cc: Barrows, Debi; Shea, Sally; Burgmann, Bob Subject: Sewer Disconnect at KFC Mr Perry - This is to inform you that I observed a sewer disconnection at the Kentucky Fried Chicken restaurant on the morning of March 7, 2006. An expandable plug was installed in the outlet of an existing sewer manhole on the restaurant property. The DPW is satisfied with the manner of the disconnection completed by Boss Construction. If you need additional information, pls, contact me. Dave Anderson Constr Proj Inspector Barnstable DPW-Admin &Tech Support l i 1 03/10/06 FRI 12:49 FAX 1. 603 999 9636 BOSS CONTRACTORS Z 003 791441 Q721 NSTAR SUM SW3024 11:32:26 a.rt 03-10-2006 212 ONSMAR EL lee rRIC March 10, 2006 Kentucky Fried Chicken CIO Mary Ann Evans 170 Old Forge Road Hanover,MA 02339 Re: 314 Barnstable Road, 14yarinis NSTAR Electric Work.Order Number 1505880 Dear Sir or Madam: The purpose of this Letter is to confirm that the electric service and meter for the address referenced above have been disconnected and removed. Please feel flee to call rile at?81-441- 3365 if you have any questions. Sincerely, ql�N� 4 - Nancy L. Alien Customer Service Engineer 03/07/2,00b l b:2( bUd(!bb440 n r r uvivi j i Li�L_ -- -- FP•8 The Commonwealth of Massachusetts DEPARTMENT OF FIRE SERVICES P.O. Box 1025 - State Road - Stow, MA 01775 Hyannis, Ma 03/06/06 DUMPSTER>6YDS , ,• * � _ .��•`-•• Y PERMIT# 006451 PERMIT TYPE In accordance with the provisions of: 144 -section:1-to wit: 527 CMR 34 This permit is granted to: BOSS CONTRACTORS. INQ, for permission.to: USE the following:. DUMPSTEH at the following property: ProperlyNarne KENTUCKY FRIED CHICKEN - TACO BELL PHONE No. &Street 314 BARNSTABLE ROAD 4-431 FAX r USE GROUP Business MAP,I PARCEL CONTACT DESCRIBE DEMOLISH &REBUILD PERMIT REF# PROJECT 608 RESTRICTIONS; REQUIREMENTS: r CALL DISPATCHER PRIOR TO AND FOLLOWING WORK AND GIVE THE ABOVE PERMIT NO. CIE *" CALL WHEN COMPLETED FOR FINAL INSPECTION APPLICANT INFO BOSS CONTRACTORS, INC. 581 Route 119 Rindge, N.h. 03481 603.899-9630 LICENSE TYPE IIC,.# EXPIRES APP. PHONE - 4.•��,,:3 APP. FAX 603-899-9636 CHRIS ASA•FF.,.�. 0. C� PRINT.X:A,ME r.'„ SIGNATURE PAID $10 ° , r�\9201 b ON 05/06/06 Will.expire on Deputy Dean Melanson, LOGGED BY DL GRANTING FIRE OFFICIAL. INSPECTION INFO Hyannis Fire Department - #01$22 508-775-1300 Fax 508-778-6448 94 J l0c�}4 c ✓ L,4, — �uM ` s, I f i� March 30, 1972 Nor. Kenneth Shaughnessy Ken-Kan, Inc. 31.0 Barnstable Road Hyannis, Massachusetts Dear Sir; The rear steps at the Crystal Palace are in poor condition and need repairing. Please advise me when the repairs have been made. Very truly yours, Herbert D. Stringer Building 3.n Inspector HDS/gr cc Chief Clough, Hyannis Fire Department A l Vti f a 71'O WN ,OF BA R NS 7l191 BL E a ' i i � ep�pa i BA"STAn • 9� 0 pY a�� BUILDING DEPARTMENT July 30 0 lW1 .................................................................................................................................................................... In accordance with the provisions of chapter V3 of the General Laws, this INSPECTION CERTIFICATE is issued to KentK 4uo:'................ of rannis .................................................... ........................................R................................................................... .�1 C Prtif that I have inspected the ...........................buildim........................................................................................ known as The Crystal,. Palace 8.....................................::....................:..........................................................._................................... ............................................................................................................................ arnstable Road ann3.s County No. .................I........... ...................................................................................... Street in ........................... .............:..............................................:........................................... of Barnstable, Commonwealth of Massachusetts, and that the requirements of chapter 143 of the General Laws, for buildings of its class, are applicable thereto. The egress*and means of escape from fire are sufficient for the follow- ing number of persons:— Basement .............none..........................1st story..........a' .................................. od story ........ 3d story ...._.. y ....................................................... y......................................................... Expires .JU'1Y 30, 1972 .......................................................................................................................................... A copy of this certificate must be posted in a conspicuous place in each story of the building. .................................................................................................................................................................... Building Inspector. �j j 740 1 " ,a. +B 'VS Rai , ' �^tI f '4y •S '•�yanniFN tR�'N�ti--. F ��L'x.ri. �W+4�l./V r'f ♦. -- x � ��T �U"s`1. � \• ,fx" , .. y `, R. _ - . ` .. ♦ t . (ran ?' - f i� -'f �_t 'RAT .. - .. . -.. } �'•� �.;� � T , ' "O .a - h�,., me_µ• .. .'. - iu y 24 ,1 J'7le TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map Parcel Y 7 Permit# 7�1 _ Health Division Date Issued ' �6 O Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan-Approved by Planning Board Historic-OKH Preservation/Hyannis Project St 9V-1^V-,*S t Address �� Village 1 _ Owner v`� �� Address � d dam°)4e_ VCA- Telephone �� _ C� S� min®c�e� MA A Permit Request v-" (Z —Pe.,fT--, ��.r' IJ[a cl� c� v ,�✓✓ti-�� (-`� Y'r�+r-^� ��`r��i � inlc�( � 5 i^�I t O t...� �� C3.(or�1 d a-°� �27 p(� Square feet: 1st floor: existing�� proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ri D Construction Type v-x y Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑.- *amily ❑ 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: f2.Oas ❑Oil ❑ Electric ❑Other Central Air:MY 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# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# - Current Use Proposed Use BUILDER INFORMATION 1 Name I5 C,^r,. �� Telephone Number (�63J3�-�� AddressL� �o � License# �� f ' Home Improvement Contractor# Worker's Compensation# WCA 9 0g 32 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE � _ I U� � }� Z FOR OFFICIAL USE ONLY s HERMIT NO. . DATE ISSUED MAP/PARCEL NO. - r L , 1 ADDRESS VILLAGE OWNER A/. • I DATE OF INSPECTION: FOUNDATION - FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL. ' a PLUMBING: ROUGH FINAL ! � 1 i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ~ . _ i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � ¢ � C 7 2 7U Map /�/(� Parcel � Permit# Health Division Date Issued .111610-� Conservation Division ?//0 Oj 01c Application Fee ---- Tax Collector Treasurer S Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village y"i A✓� S Owner Address , Telephone 4 19 gZ - MA Q 2-53 cl Permit Request PCDTT-, e-C. (J r b 1 C C_ .< C3", A r,v{ aor,-, p; i /,,a � � s Fol low Square feet: 1 st floor: existing ZI ?� proposed 2nd floor: existing proposed 0 Total new Zoning District Flood Plain Groundwater Overlay i Project Valuation ri Construction Type A'-A 0 i -- Lot Size ✓'P S Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) I Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No F 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: ;IGas ❑Oil ❑ Electric ❑Other Central Air:XYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Cl 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 Name 310,;5 ©^ f G�1 °�5 Telephone Number (663) �19 -- 9�3U Address 30 L �o e 1 c�l License# C S ( � Cl XX 5A, 7-11�i/J Is �A Home Improvement Contractor# Worker's Compensation# W C A 9 o?3 2 9 � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6 '� S' �� w/�'PS(ems SIGNATURE,-` DATE 4 FOR OFFICIAL USE ONLY 7 PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL o PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 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Fad a to seems eo+e:ap as tinder Seed M 2SA otMGL LSt eaaleed to tbt adt siaf peaeitfee ds Ima ap fo S1.SOo.Uo and/or o� a�tmprlsomaset a weII u ettII pmaWee to the form of a STOP WOGS OM=,d a tins,CuM 0 a d"aptmt wL IaadastuA tbat a cM of thta ststanesst mat be forwarded to the OnIN otIaN2ft M Qf fhe=&fW cwM=V*=fftlde& I do hereby P P �°fpff*7 0i Pn"i&dabTM it trine and Tarred 3- 10 Peml otIIdat use only do cot wean fa thft aria to be ooeapieted by&l or tawa oIDda1 dtj or town: -- a �ylceas;a=e Boatd ps��'�omrc ❑clink jf b medtats response ft required ❑Hnitt►Depar ❑otaer contact person: (tsnr.a��vs elAJ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers* compensation for th it eraplovees. As quoted from the."law", an employee is defined as every person in the service of another under any taint-- 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 in a joint enterprise, and including the legal representatives of a deceased employer, orthe rc='e. o, trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not m ****+�*�*�ore than three apa and who resides them,or the occupant of the dwelling house of another who employs persons to do maintenance, camsttnetion or repair work=such dwelling house or on the grounds c. building appurtenant thereto shall not because of such employment be deemed to be as employer. MGL chapter 152 section ZS also states that every state or Iocat.liceasiag ageney.sbaII 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 hzs not produced acceptable evidence of compliance with the insurance coverage required. Additionally,red the commonwealth nor any of its political subdivisions shall covet into any c a==for the performance public the u 2 to acceptable evidence of compliance with the in == insurance reqm7ft afthis chapter have bees pies authority. -Applicnatand Please fill is the workers' camp=,-=tioa affidavit completely by checlang the.bax that applies to pour sita?Hnn supplying comipany names,address and phone mmrbers along with a certificate-of insuramce as all affidavits may be submimed to the Department of Industrial Accidents for cm afinsuraace coverage. Also be sure to sign and ii date the affidavit The affidavit should be retumed to the cry ortowathatthe application for the petit or license is being'req=ted,not the Departaaera of Industrial Accidents. Should ygu have nay Questions the 09aw"or if 3-ou are required to obtain a wm ioers'=npoasxdcEm policy,please can the Department attire numberlisted below. jol City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottczm of the affidavit for you to fill out inthe eveatthe Office of .has to camtact yea regarding the apPRca= Please be sure to fill in the peim�Iicense nu nber which will be used as a reference rm nber. The aff davits may be rrWxiR t^ the Department by marl or FAX unless other aaaagemefs have bees made- The Off co of Investigations would ble to thank you in advance for you cooperati. a and should you have any questions. please do not hesitate to give us a call. The Deparaneat's address,telephone and fax mamber. The Commonwealth Of Massachusetts Department of Industrial Accidents since of invesduaticas 600 Washington Street Boston,Ma. 02111 fax#: (617) 77.7-7749 phone#: (617) 727-4900 exL 406, 409 or 375 oFtHEr�ti The Town of Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services MASS. a 9 039 `00 `�pfEOMa�a. Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: �� r��`r` S Ma /Parcel: I l /�'/' i L P Project Address: �/`- l� 3�Cf rA5�`�)Zauilder: The following items were noted on reviewing: C R VIC iZ.(-C/ 0 u ( ra/V-91 pares I r�CL Reviewed by: Date: q:building:forms:review r 03/10/03 MON 11:55 FAX 6038783959 BOSS CONTRACTORS C�UU1 ✓�C 1(JuHb7M'YYSU.Y?Q'fUt I.tt�.-/6'(AIlJ3(TCIdCf4f�4 BOARD OF BUILDING REGULATIONS icense: CONSTRUCTION SUPERVISOR Number: CS 069149 Expires: 09/06/20C4 Tr,no: 1155 Restricted: 00 WILLIAM J COPONEN PO BOX 22 � NEW IPSWICH, NH 03071 Administrator �I r Sent by:Suzanne McCarthy 603-532-4463 3/10/2003 11:13 AM Page 1 of 1 ACORD, CERTIFICATE OF LIABILITY INSURANCE OP ID SM DATE(MMIDDIYYYYI BOSSC-1 03/10/03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Monadnock Insurance Agency Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 19 Turnpike Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Jaffrey NH 03452- Phone: 603-532-4461 Fax: 603-532-4463 _ INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER a: Merchants Insurance of NH 23337 INSURER B: Boss Contractors Inc. Scott Honkala NVSUF.ER 0 PO BOX 205 9,SIJRER D: New Ipswich NH 03071 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. INSR POLICY NUMBE0. POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSRO TYPE OF INSURANCE DATE(MM/DD.'YY) DATE(MrVDD/YY) GENERAL LIABILITY EACH OCCURRE14CE $ 1,000,000 Itu A X COMMERCIALGENERALLIABILITY I CNP6147472 04/10/02 04/10/03 PREMISES(Eaoccurence) $ 100,000 _ CLAMS MADE OCCUR. MED EXP(Anyone person) $ 5,000 j X Broad Form PD PERSONAL BADVoaJURY $1,000,000_ ! I - GENERAL AGGREGATE s2,000,000 I GENLAGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGO $ 2,000,000 POLICY Pffj JECT 17 L0r AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 A X ANY AUTO CAPS557938 04/10/02 04/10/03 (Eaaccident) ALL OWNEDAUTOS BODILY IN.IUP.Y $ ,. X SCHEDOLEDAVT03 (Per person) I HIREDAUTOS BODILY INJURY $ IJON-OWNED AUTOS ! I (Per accident) PROPERTYDAMAGE 's (Per accident)GARAGE LIABILITY AUTO ONLY-EAACCIDENT $ ANY AUTO OTHER,THAN EAACC s - AUTO ONLY .AGO $ ECCESSAIMBRELLALIABILITY I - EACH OCCURRENCE - S OCCUR ❑CLAIMS MADE I - AGGREGATE $ I T' DEDUCTIBLE g P.ETENTIGN 4 $ WORKERS COMPENSATION AND NYC STATU- OTH- - T.I.LIMITS ER A EMPLOYERS'LIABILITY WCA9083291 04/15/02 04/15/03 E.L.EACH ACCIDENT $ 500,000 ANYPROPRIETOR/PARTNEWEXECUTIVE - A OFFICERIMEMBER EXCLUDED? I I-CA9083291 04/15/02 04/15/03 E.L.DISEASE-EA EMPLOYEE $ 500,000 SPECIAL PROYSIONS below E.L.DISEASE-P000y LIMIT $1,000,000 OTHER I A Leased Trailers CMP6147472 04/10/02 I 04/10/03 leased. eq 25,000 A Equipment Floater ICMP6147472 04/10/02 04/10/03 DESCRIPTION OF OPERATIONS f LOCATIONS VEHICLES EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS fax 508-790-6230 CERTIFICATE HOLDER CANCELLATION DAVEMAT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION CATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN , Dave Mattos NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 90 SHALL Building Inspector IMPOSE NO OBLIGATION CR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 200 Main Street Hyannis MA 02601 REPRESENTATIVES. AUTHORIZE REPRE9ENTATI ACORD 25(2001108) kj ACORD CORPORATION 1 Ft► r�,,, Town of Barnstable Regulatory Services BAMSTABLE, 9 MASS. Thomas F.Geiler,Director E16 o. 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 I, V ys° �'i rs tJ 26/Z l i�0?) ,as Owner of the subject property hereby authorize j6®S-r (:�N i o 2.r to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) �re oy ' 21g, atuf Owner Da e Print Name Q:FORM&OWNERPERMISSION 03/14/03 FRI 09:47 FAX 6038783959 BOSS CONTRACTORS C�001 19 BOSS CONTRACTORS, INC. 304 ROUTE 119 RINDGE, NEW HAMPSHiRE 03461 (603) 599-9630 FAX (603) 999.9636 FAXMITAL DATE W Z003 COMPANY t wel. C-* �vl51( 61_e_ATTENTION VC FAX Nj. )7010' CZ3O _PAGES Z INCLUDING COVER PAGE d 1 FROM o rae1G Cie FAX �O�� FOR: YOUR TNFORMATION_?kYOUR APPROVAL_YOUR COMMENTS PLEASE CALL REPLY MAIL SIGNED COPY OTHER SUBJECT �44� 13oy- AS a eA r` MESSAGE Were !� +t.¢ �/'aJ l o✓ /Y. ve5r G � O 11 \ - - - -- --- FF ` 11 L8 co a.+ t iGo OD �n TCY T&VSPECToP, D-,ve 'w PRDr1, (3OSS C O VTi2A(T,)RS /G2L G y' fzC: 3 f Q L-*rAJ,, 1e RAAFL O a dZou� pry✓e�nr✓ Ali;i i o 1 �• u. G G +r Assessor's Office(1st floor) Map. ( L� Parcel �ernit# Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Date Issued aj Board of Health(3rd floor)(8:1S -19:30/1:00-4:4S A Fee' //o0, Engineering Dept.,(3rd floor) House# , p�'�THE P OI AF'PLtCANT SEWER rd 19 CONNECTI M THE ' a CONUMCTIO 8 TO TOWN OF BARNSTABLE, Building-Permit Application beet s \LI` RCn'S\P�` 1.L� R1 Village n)l Owner ' _�o 1 A% l..R,?-1 I.)p `� = Address -' Telephone t -Permit Request =1415Ti4L(_ ?rem,<)L Ree2LrZ /Coa Le- le- "First Floor square feet Second Floor square feet Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type AiG,TAL_L Commercial Residential Dwelling Type: Single Family Two Family Multi--Family Age of Existing Structure 0(Ze 5 4— Basement Type: Finished . 5&46 c,,,c/ Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other ,'/ Builder Information Name (it 4 yyc- �. ��,�j/��/ZC Telephone Number j p(91 LA r) Address Teo, 'isc,k 13\3 License# (IS 0(91� pas Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (�C BUILDING PERMI DENIED FOR THE FOLLOWING REASON(S) ' b - FOR OFFICIAL USE ONLY , PERMIT NO. DATE ISSUED MAP/PARCEL NO. - r tp ADDRESS VILLAGE OWNER DATE OF INSPECTION: f , FOUNDATION FRAME ,, i } -_ + - s 4 o � ' ► .. ' r a INSULATION _ FIREPLACE` -' ELECTRICAL: ROUGH FINAL - PLUMBING: ' ROUGH ' '—FINAL GAS: R >IJzli FINAL FINAL BUILDING cs - { DATE CLOSED OUT i ASSOCIATION PLAT I IcA r r 117 / 40.9 �f 4 PAVED PARKING /\ i �f P D PA i"40.8 /<40.8 i 115 .4 1 1 / 1 9 4 /\42 , P ARK1 0 7 A`i Ep 41.2 i 121 140 3.1 + 13 / }�4 ARkIN� 3 1 �{ 41.7 4 . / 3. IQ �{ PAVED PAR _ -- 43. - / .8 �� .5 - i. -- 1/•� 4 ,1131 4 %�4 142 NG / 41. PAVED PARKIN M 310 148 }�42. 42. _--- 2 i/41.9 / .3 42. 147 - - --- -- 1 9 - 13 7 { 12 <43: 2 X41.4 } - - -- _ _.1 ! } 8 4 9 M310 2. 146 _ D 12 r p i� 9 1 7 33 1 )<40.6 43.3 i. 43 �- - ----- 43. 4 v �•�42.9 ;13 -o T'� /<42.9 /45.2 ; \/42.5 9�� 4 6 1 a / AI:Q RD CERTIFICATE OF INSURANCE OP ID PG DATE(MMIDDIYY) WAYNE-1 01/05/96 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Drake, Swan & Crocker HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 14 Lot's Hollow Rd. ,PO Box 429 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Orleans MA 02653-0429 COMPANIES AFFORDING COVERAGE Peter G Walther COMPANY Phone No. 508-255-3212_Fax No. A American States Insurance Co INSURED COMPANY I I B Eastern Casualty Insurance Co COMPANY Wayne Densmore C P 0 Box 1313 COMPANY Mashpee MA 02649 D COVERAGES 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/D01YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ A X COMMERCIAL GENERAL LIABILITY 01CD4676973 07/07/95 07/07/96 PRODUCTS-COMP/OPAGG $ 300,000 CLAIMS MADE 7X OCCUR PERSONAL&ADV INJURY $ 300,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 300,000 FIRE DAMAGE(Any one fire) $ 50,000 MED EXP(Any one person) $,1,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY. EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ B WORKERS COMPENSATION AND STATUTORY LIMITS EMPLOYERS'LIABILITY EACH ACCIDENT $ 100000 THE PROPRIETOR/ INCL WCP1000708A 04/25/95 04 25/96 DISEASE-POLICY LIMIT $ 500000 PARTNERS/EXECUTIVE / OFFICERS ARE: EXCL OTHER DISEASE-EACH EMPLOYEE $ 100000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Carpentry rJ/� Po .,,onu o�✓l�,w rch«r�a �lze �an�naruuecchC�i a�✓l�aaoacicccoet� HOME IMPROVEMENT CONTRACTOR Registration 116494 Type - INDIVIDUAL DEPARTMENT OF PUBIIC SAFETY Expiration 06/21/96 � CONSTRUCTION SUPERVISOR LICENSE Nusber: Expires: WAYNE R. DENSMORE Restricted To: 00 -7f &7g WJACKBON RD ADMINISTRATOR MASHPEE MA 02649 . VAYNE R DENSMORE 1 �. 20 JOCKBON RD HASH PEE, MA 02649 ti f Wayne R. Densmore DENSMORE REMODELING P.O.Box 1313 (508)477-6037 mashpee ' Mashpee,MA 02649 (508)394-7249 dennis ! INTEft TIONAL COLLI STORAGE CO., INC. 215TH STREET,ANDOVER, KS 67002 0 PHONE 800-835-0001 . FAX 316-733-2434 GENERAL SPECIFICATIONS FOR: KENTUCKY FRIED CIflCKEN PROJECT: KENTUCKY FRIED CHICKEN DATE: 1211485 MASHPEE,MA ATTN: WAYNE DENSMOREQUOTE: PREP.BY: GASYTiNmRow GENERAIs *MODEL: IM28 ONSF STANDARD NO.7 COMPLIANCE *WEATHERPROOF CONSTRUCTION *THRU-THE-WALL INSTALLATION *NEC COMPLIANCE *UNITIZED,SEAMLESS CONSTRUCTION *CLASS L CFC-FREE URETHANE FOAM DIMENSIONS - DESIGN TEMPERATURE WIDTH LENGTH HEIGHT OVERALL EXTERIOR 81-0" 28'-0" 8'-9 3/4" COMPARTMENTC-1 35 DEGREES F T-4" 12'-3" 7'-6" COMPARTMENT C-2 -10 DEGREES F T-4" 8'-5" 7'-&' COMPARTMENT C-3 DRY STORAGE TA" 6'-0" T-6" COMPARTMENTC-4 INSULATION rjA SHES THICKNESS "R" VALUE INTERIOR EXTERIOR WALLS&FLOORS 4" 29 OSSED ALUMINUM ® ALMOND CEILING(AVG) 6" 43.5 NLESS STEEL ❑ MIST GRAY OSSED WHITE ❑ TAUPEMINUM SLOPE I/2"I T AUTUMN BROWN ❑ GABLE TYPE ❑ SPECTRUM BROWN 11 ONE-WAY SLOPE ® POLAR WHITE ❑ FLOORS FLOOR FINISH FLOOR ELEVATION REMARKS FLOORLESS GALV.STEEL .090"ALUM. 125"ALUM. 5 1/2" 1 4" 0" COMPARTMENT C-1 ® ❑ ❑ ❑ ❑ COMPARTMENT C-2 ❑ ® 11 ❑ ❑ ❑ N ❑ COMPARTMENT C-3 ® ❑ ❑ ❑ ❑ ❑ COMPARTMENT C-4 ❑ WALK-IN SLAB DEPRESSION FOR THRU-THE-WALL INSTALLATIONS:0" DOORS DOOR DESIGNATION DOOR SIZE&TYPE FINISH HEATED SELF THRU-THE- DOOR JAMB CLOSING WALL CURTAIN D-1 36"X78"ENTRANCE ALUMINUM ❑ ® ❑ ❑ D-2 36"X78"ENTRANCE ALUMINUM ® ® ❑ ❑ D-3 42"X80"SERVICE PAINTED STEEL ❑ D4 42"X80"FRAMED OPN'G ❑ ❑ ❑ ❑ ffLIGHff . y ff INCANDESCENT FLUORESCENT 3WAY SW. PILOT LIGHT N SKID STRIPS LF MENT C-1 2 ❑ ❑ OR TRIM FLASHING MENT C-2 2 ❑ ❑ E TRIM FLASHING MENT C-3 1 ❑ ❑ OF FLASHING COMPARTMENT C4 ❑ ❑ SHELVING(SEE DRAWING) ® CONDENSATE DRAIN LINE(S) REFRIGERATION t .. ri: PIPED AND HEATED AS REQUIRED SYSTEM R-I SYSTEM R-2 SYSTEM R-3 ® HEATED PRESSURE RELIEF VENT OPERATING TEMP. 35°F -10°F °F ® DIGITAL THERMOMETER(S) HORSEPOWER/MAKE 1.0/HEATCRAFT 1.80/HEATCRAFT / ❑ VAPOR TENSION THERMOMETER(S) TYPE/REFRIGERANT HERMETIC/R-22 HERMETICIR404e / ❑ DOOR LOCKING BAR(S) VOLTAGEIPHASE 208-230/3 PH. 208-230/3 PH. ❑ DEFROST TYPE OFF CYCLE CLOCK ELECTRIC ❑ WARRANTY REFRIGERATION ONE YEAR PARTS AND LABOR ON RLTRIGERATION SYSTEM(S)INCLUDING REFRIGERANT COMPRESSORS FIVE YEARS COVERAGE ON COMPRESSORS ON A REPLACEMENT PART BASIS STRUCTURAL FIVE YEARS PARTS AND LABOR ON WALK-IN BUILDING STRUCTURE.INSULATION.AND ROOF SEE ROOF FLASHING DETAILS ROOF SLOPE 12 BLDG STRUCTURE 1/2[::�� . . . . . . . . " . " . . ' . . " . . . BLDG CEILING LINTELS (BY G.C.) SEAL - 4 SIDES OF CORNER GUARDS do DOOR OPENING (BY C.C.) _.FLASHING AS REO'D ALL SIDES (BY G.C.) —WALK-IN UNIT n _SEE DRAWING AE 101 FOR w FINISH WALL OPENING a � = WIDTH Z = O Q C7 •- K Z W W WALK-IN UNIT w 1 CL cn O Z J 3 p In W N QUARRY TILE FLOORING (TO MATCH BLDG) —FINISHED FLOOR BUILDING SLAB gv_'o.S.TR"UF".T.Io. THICKENED SLAB DOWN CLTO EXIST FOOTING. BUILDING FOUNDATION 12" 1 OR AS REQ'D FOR LOCAL SOIL CONDITIONS OINT QUARRY TILE SET IN GROUT 1/2' WALK-IN SLA9 BLDG FLOOR • WALK-IN, WALK-IN SLAB & BUILDING DTLS INTERNATIONAL (FLOORLESS - TILED-THIN SET) �. COLD STORAGE CO..INC. DRAWING DATE SCALE REVISED ANOOVIM KANSAS AE114 1-12793 NONE 4-30-93 st _._ 7'-4' 3 Ln R2 C2 OD i M 4'-0' D2 C) Sl o o W1 v � D 1 in i 4'-0' c� R1 0i cu TITLE: K F C INTERNATIONAL LOCATION: COLD DRAWING: K 8 28 SCALE: 1/4' = 1'-0' + 8Y:M K S STORAGE CO.,INC. ANDOVER KANSAS DATE: 12-15-9 5 REVISED: SERIAL #k: MODEL: TTTRPR � ,*TNETO�I TOWN OF BARNSTABLE MA"STADLE, i "6 BUILDING INSPECTOR Op, FD NPY �0 R a' APPLICATION FOR PERMIT TO .......... TYPEOF CONSTRUCTION .c4�... .. � f .+.................................................................................... G � .. ...........19�c TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......... /.....:.. �i.�1I !� �✓ I .... ��! ��............ "...:.:.................................................................. ProposedUse .. .1�1 .C��. ....1 / .... '. .. ✓.................................................................................... ZoningDistrict .... ........................................Fire District .........:............................................ .................. Name of Owner Z,))AP � f rs�lit .. ..f..?�:� C'.....�.E1../��.�t.............Address Name of Builder .0 N.C-1 ............................................Address Name of Architect I�.ICOf. / G ,tVQf;l�rrf��k�, .Address lf41'.t'lc .... . /»i�—G ��h�e....................... Number of Rooms ...7...........................................................Foundation �c�hl.C.��r........................................ Exterior OK ....................Roofing ............................................. v ....... �� ....... Floors ��? C:-:.... .. ..1..1 .............................................Interior .. !.? ................................................................... Heating f/.. .../ ::GJ .�.................:..................................Plumbing ....C: T�,�J4w..................................... .... ............. Fireplace ......................Approximate Difinitive Plan Approved by Planning Board ________________________________19________ . Diagram of Lot and Building with Dimensions n ,U 15 y�. �1 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... . .... ............ .... ........... F. E. Daddario Corp. ) ' I2II� No -----.. Permit for ......2RtA�5TY---. - --.. ............................ Location .........3l4.. .Jloed............ . � oyazozzo ....------.—..----.—~--------.. , Owner ...........Ir.—E...'Iaddarlo_Corp"___.. n� Typo of Construction ----��-----_. _ ~ ? -----~---.-----------.---.—'. � / ~ Plot ............................ Lot ----------' � ' . , ' . ( Permit Granted -----De�e�---be. 3—'—..l9 68 , � ' * Date of Inspection .................................... /� Date Completed . .......... g "^ / �/ ° . ' 1 - PERMIT REFUSED . . � ............................... 19 - " | � � \.----.----.--------------.--.' '—_--.—..----.------',--..—....— � —.--.—..—.—.----......--...—.---.., � . -------.--.--...---.—.—.—.—.---... , Approved ,--------------- lA - Y � -----------------..--------. . � . - ----------,---------..--....— A, 1 K prj ' Y { !1{'.. y• 5 i kA Lea. i.• c < GENERAL NOTES i I. ALL'WORK SHALL COMPLY WITH THE COMMOA&FAL rF( x y r� = y•` OF MASSACHUSETTS STATE BUILDING CODE ^,R•a* Z.,x.Y„' y ,pf_,Fc g p•,Y d+-•+•# S rY a t ', '#•4 ram. _ ••iNfi t - s ',yf.aC' ram"'; CONCRETE NOTES ^ s e 4a Y F' I. CONCRETE STRENGTH g.28 2. CONCRETE SHALL"BE REINFORCED WITNFIBRMESHfi k" f z� OR 6Xfo 10/10 W.W.F:. x 3. NO CONCRETE SNA1 LrB PLAGI=D=IN"WATER NOR�' � SHALL ANY FOOTING BE`PLAGED 0N'FROZEN;'SOIL' ` 4. ALL CONCRETE WOW AND REINFORCING DI=TAILS y SHALL CONFORM TO THE LATEST C I: CODE AND r MANUAL. � •; , 5„PROVIDE A MINIMUM OF6., "',WELL` COM'ACTEDP CLEAN, COARSE SAND AND GRAVEL-UNDER ALL SLABS ON GRADE.,. 6 WHERE IT IS NECESSARY TO RAISE GRADE BELOW SLABS,GRANULAR FILL SHALL`BE PLACED IN ro LIFTS AND COMPACTED TO 95% DENSITY WITH A MECHANICAL VIBRATOR, x' 4AOf Ak COOLER SLAB - k; FEORE _ STRun�AA� 34350 KENTUCKY FRIED CHICKEN Tc `t HYANNIS, MASS " DR"BY C'yy STECOENGINEERINCT GOMf'ANl' -1/4E I'_o'UNo REVISED DATE CONSULTING ENGINEERS 4 PLANNERS DU1G V RED BROOK ROAD 96201-S1 WAOUOIT MA 02536 S'-3" r---------- I I I II 73 � I I I I ' I I I I I I I I I I I I II I z I I N _ I z I I N I I w I I I� ll rt I I I • - S � I I . ` • I I I I " 111 ASPHALT � lm" SECTION 112" = I'-m" S � - . T 2 1 2 2 2 1 30 U ...... ....... ....... 4 H 14 illl' Lill' mi)i...... A 'i 11 .......... 1 2D ................. ......................... ...................... .............................................. ................... .......... ----------- .......... .......... ........ J . . . . . . . . . .. i k G>j 4 4 18 7 7 7 A 2 1 A 2 1 A 2 1 27 12 1 1 A =24) .......... 20 1 E 3 18 1 20 ........... �X-01111 y 17 -10 EIF 7 D FRONT ELEVATION 1/4'- --a' c 4 i N A 1 1 N� i II Z46 ....,24.._.......... 1 I I i ! y Q M 1 I 1, i i vX2 Y X 1 1 d 'I �Q� _.................._............___._ FRAMING 2�_ ... ..____.�......... _, PARAPET RAET_YY FRAMING .— _.......... ._..___..__ _._.__._._ NN ". ................._.. 15 2M� n x n i I' I11 I k 22 9........._...... .._:._:-'•" •••••• ••• B O.TRELLIS10 ..........._....._._......_ -_......_. ._._...__...._..._.._._... ...... 4 Tv0 ANG e Y y ? __._� ...-_.__...__�.,..........._.... _.........._.... NN 1 y N _...._._...._....._...._�_.._..__ 0 ❑❑ ❑�❑ ._........... _.... _._._._._._._. B� CANOPY h 0 0 ....._.. o 0 0 0...._.. -. _.__. ..__._._.. B O.AWNING 17 0 0 0 0 o 0 T o.BRICK � :r..__...__..__-................ :x..1.::......_...._..-._..._......__- TZLl.Czf.:2LLSL�SI.J.TLL=C ......:...: ....v.... •�T ..___...._..... -___ � P v ___FL.___ 1 3 2 C 20 1 20 1 - � - SEE SHEET A4.0 FOR KEYNOTES. LEFT SIDE ELEVATION 1/4°=1'� A 305013 - - DATE 2 2 2 1 - 1 20 20 1 .... .... r 15 ! I ......._... ..._.. - CONTRACT DATE: 09.0&.0 i _—_ .i. BUILDING TYPE: KT60-yb 18 PLAN VERSION: JU15 18 _— 1 21 SITE NUMBER: men STORE NUMBER: )OOOOC 1ao KFC/ TACO BELL .. - US ft.1 ud Shm lme Sem,ME 7 17 S r , EXTERIOR ELEVATIONS s A4. l _ PLOT DATE: REAR ELEVATION 1/4'_+' B w ` 1 T.O.BUILDING ''II 24 i i 2 2 30 184,1/2' T.O.PAR7.PET FRAMING 0 T.O.MANSARD a _. TRUSS BRG. - Is q ____� _......._.._...._......_._......_.__..._..._._.____ �'B.O.AWNPIGS ❑❑F F ❑�� 1 .. ❑❑❑ A .. ❑❑F1DOE ...................... ........... \ / V T.O.SLAB SIM. g 3 .0g,5 18 25 13 C 18 C 2 TYP. C 1. STEEL U-CHANNEL Cal SERVICE DOOR: FASTEN TO TRIM W/CONTINUOUS CONSTRUCTION ADHESME. 2.TILE: FASTEN TO WALL PER DETAIL 10/A6.2. NOT USED N.TS. 1 MATERIALS ADHESION/FASTENING N.T.S. G BAND COLOR SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. ALTERNATE COLOR JAMB CONDITION aBUILDING MAIN WALL SIDING BENJAMIN MOORE OC-103 ANTIQUE YELLOW 2O BUILDING PARAPET BAND SHERWIN WILLIAMS ANTIQUE WHITE 3❑ KFC ACCENT COLOR SHERWIN WILLIAMS SW 2123'KFC WHITE' BENJAMIN MOORE 8873 - { ACCENT BAND COLOR TRANS �7 BUILDING BRICK INTERSTATE SMOKEY MOUNTAIN' ACME BRICK COLOR:BL6W MISCELLANEOUS CONTACT(800)233-8654 (972)241-1400 -OXFORD BROWN' A SEE SHT WINDOWFOR RESPONSIBILITIES. C. 'HIGH IMPACP MESH SHALL BE USED AT ALL RAISED TRP �7 BRICK MORTAR-POLY BLEND DAVIS COLORS $641 SEQUOIA SAND SAME AS STANDARD 8 EXPRESSION PANELS ONLY.SEE DETAIL 2/A6.3 CONTACT:BRAD BURKS , 1(800)433-9071 SEALERS(REFER TO SPECS): t A SEALANT AT AlL WALL AND ROOF PENETRATIONS. S. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD/ WINDOWS. S LEGEND: ®A VENDOR SCOPE INCLUDES SUPPLY AND II CANOPIES,AND SIGNAGE. SO B. SPANDREL LOCATIONS. 12 PIPE BOLLARD DOT YELLOW 14 WALK-IN COOLER FACTORY FINISH ALMOND EXTERIOR FINISH SCHEDULE H GENERAL III c r N 0 v-0x1 VV a 1 2 A v) Zvi :..............................:..:............... 2 2 yQM iy X i SUN _.....�. ............1............. .......... ........ 'N (A x n .. .. ..��..... i ._. �_.. I ITI .. ..I '. .. ... .. I 18 Q O Q 3m= a Na 13 { N _ __._.._ 3 1 SIM. LIT 1®� ....� ___ �._ 4 El 0 12 - 200, IY' 1 x. .. vr. _ VIEW d WN d 9 d 10 D 0 17 1 0 11 1 1 2 A 1 2 A 1 2 A 29 1 RIGHT SIDE ELEVATION +/4'=+'a A x%x OTY ITEM DESCRIPTION ELEC OA BASE THICKNESS-V THICK EI.F.S. 305013 -0'V-0X1 3 TACO BELL SIGN I3' W x 1'-O'H X O HORIZONTAL TRIM BAND-21/2'THICK E.I.FS +.,WITH 5- VERTICAL DIMENSION.SEE lJ V-0X2 3 KFC SIGN 4'-0W x 1'-0•H X 11/A6.3. © EXPRESSION PANEL&WINDOW HANDS-5'THICK E.I.F.S,x 6'WIDE,SEE 13.15& DATE 16/A6.2. V_m 2 KFC TOWER AWNING 8'-5W x 4'-0'H x 1'.7'D V-050 1 TACO BELL TOWER CANOPY 9'-2W x6'.5'D x V-01/4'H X 0 KFC COLUMNS-I I/2 THICK E.I.F.S. O KFC TOWERBAND-3'THICK E.I.F.S.x 4'HIGH. Z V-085 5 TACO BELL LIGHT FIXTURE % QF BASE p EXPRESSION PANEL-2 1/2'THICK E.I.F.S.WITH 3'VERTICAL DIMENSION. 0 SEE 14/A6.2. © TILE NO E I.F.S. OH FRONT ENTRYTRIM-1'THICK E.I.F.S.OVER FRAMING-SEE- 6.7&8/A6.1 Q O BASE THICKNESS-1•THICK E.I.F.S.WITH HIGH IMPACT MESH(ONLY WHERE NOTED). SEE DETAIL 4/A6.3. TOTAL SIGNAGE SQUARE FOOTAGE=98 ' CONTRACT DATE: 09.08.0I HEAD/SILL CONDITION BUILDING TYPE: KT60-y0l PLAN VERSION: JuID •REQUIRES UGHT FIXTURE(S).SEE ELECTRICAL. 511E NUMBER. xxgn STORE NUMBER: XXXXk NTIONI N.LS. E SIGN/AWNING/CANOPY SCHEDULE N.TS. p E.I.F.S.THICKNESS N.Ts. B KFC/ 0 EIFS(TYP).SEE 2.4&8/A6.3. 16 ACCENT BAWD.SEE DETAILS 11/A6 3&E/A4.0.BAND PAINT COLOR SHALL BE TACO BELL S' O GALV METAL COPING-PRIME AND PAINT IN FIELD. APPLIED TO TOP,BOTTOM&FACE OF BAND. US Ra.1 Batl 511aN10R lore A BANDS©ENTRIES.WINDOWS 17 O ACCENT BAND,SEE DETAILS 13,15,16/A6.2. BRICK WAINSCOT W/ROWLOCK SILL.SEE DETAIL 17,18/A6.2. Saco.ME 18 COMMERCIAL METAL GUTTER AND DOWNSPOUTS. Oa WOOD TRELLIS FOR CUMBING VINES. _ 19 GAS METER,00 NOT PAINT METER. WD JAMB,00 NOT SEAL SILL© ©BUILDING SIGN,SEE SCOPE OF WORK. 20 LAP SIDING. } ©WALL UGHTING.HT.AS INDICATED.SEE SHEET E4.0 21 ROOF ACCESS LADDER,SEE 15/A6.3. O ILLUMINATED AWNING.SEE SCOPE OF WORK.- 22 NOT USED. - 4STALLARON OF AWNINGS, O TERMINATE BRICK V FROM WALK-IN COOLER AND UTIUTIES, 23 SEE DETAIL 9/A6.2 FOR EIFS TRIM. O9 HOSE BIB-REFER TO DETAIL I9/A6.3 24 RTU LOCATION. 10 CO2 FILLER VALVE&COVER. - 25 TRIM AT SIDE ENTRY SEE 9,11,12/A6.1 11 WATER HEATER VENT.SEE DETAIL 2/P6 0. 26 TRIM AT ULARD..SEE SEE DETAILS. L EA ERIOR 27 STEEL BOLLARD.SEE SITE DETAILS. 12 WALK-IN COOLER/FREEZER UNIT,PROVIDED WITH FACTORY FINISH(SEE PAINT SCHED). ELEVATIONS SEE SCOPE OF WORK. 28 TRIM AT FRONT ENTRY SEE S.7&8/A6.1. WALL TO ROOF FLASHING AT COOLER/FREEZER.SEE DETAIL 16/A6.3. 29 MATC.PAINTEDH ACCENTSBAND AROUND DOOR EXTEND TO TOP OF WAINSCOT.PAINT TO 14 WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. 30 ASPHALT SHINGLE ROOF. A4■ t5 INDICATES ROOF BEYOND. PLOT DATE: TOTES F KEY NOTES C 2'-11' 7'4r 3'-10V 6,00. 2.3' g,04. 3' ia-P 5, 3.,g. 3,-g 3'-8' &4r 3'-B' 6'-11• F 6 4 6 9 e Sa.O HD SaA Sa'0 m SIIEIF�Y'�• S4.0 PROYOE to Y ro 9EVI-w •. TO SXE1F —4 1 7CP.1_ �A IC 4' I 1 54.0 1 54.0 � —6• 54.0 - L..1 FS E y ® ® g F 54.0 • 1 FS '... 1 4 To sfETF-e'-4- r Z � � i- >lao'-w • ® FD ® FD ®FD1, sa.o 6 s 1 .o M W d _ D D HD s4 7 t 1 FS 8 D 1-41►�U 2 .. ,® - 54.0 01� FS Mo. Exalxe sILABMM V AND r- REM R 7 a a 11 a❑ 8 a 1 �c Sa.O Ro m*&TALLL FU MBM FD - 1 54.0 Sa.0 M -- C -�•-6' - ® FD ® FD - ---- ----- — 1 WN NIMOIMI ro SHELF-W-4' 5 S4.0 6 I— TYP. 3 - F O „ 305037 54.0 I ....................................( go ...\" DATE mP�10D'-1Y_ l'DlflMiION IEAII.\` B 2/1MIXI OWNER CHANGES' ---- - � � . � , 5 - 2 4 NF1x1yE0. S4.0 54.0 S4.0 2 . _ A 6'-0' 4'-8' 9-47. 6'-6' iP-0' S'-8' 3'-8' 3'-8' 3'-6' V-8, 3'-8' S'-1P .3'-1P z$M• T-g CONTRACT DATE: 05.05.05 ' + '0 •. 72-7&. ,.' BUILDING TYPE: KTCONV PLAN VERSION: JUL04 CONY. • - SITE NUMBER: 12-XXXX 12 11 10 9.: - 8 7 6 5 4 3 2 1 STORE NUMBER: XXXXXX FOUNDATION PLAN 111-THA KFC/ WIND SPEED:90 MPH/EXPOSURE g _ MISCELLANE S: CONCRETE: - 1� SLAB SHALL BE PITCHED V7 FOR R'V DIA.AT ALL FLOOR DRAINS U.O.N.REFER TO 13 ANCHOR BOLTS INDICATED ON THIS DRAWING REPRESFM SPECIFIC LOCATIONS TACO BELL A. DIMEN EC NOTED ARE TO FACE OF CONCRETE.REFER TO DWG..A1.0 FOR A.All footings shall be on undisturbed material or compacted structural fill having a minimum bearing capeoity of 3,OW pounds per PLUMBING DRAWINGS FOR LOCATIONS. DICTATED BY WALL OPENING LOCATIONS.ANCHOR BOLTS LOCATED THROUGHOUT EARTHQUAKE ZONE:28 DIMENSIONS FACE OFSTUD AND OTHER DIMENSIONS NOT OTHERWISE NOTED. PERIMETER OFBIJILDING BUT NOT SHOWN ON THIS LLAWING SHALL BE PROM AS square foot.Elevations given are minimum depths and are not to be construed as limiting in arty way the artaunt of excavation required 31a B4HNSTABLE ROAD • B. .DRAWINGS SHALL NOT BE SCALED.ALL DIMENSIONS AND FIT SHALL BE DETERMINED to reach good bearing.No footings shall be placed in wader or on frozen ground.All exterior construction shall be carded down to 0 COORO ANCHOR BOLT SPACING WITH SHEAR WALLS ON 52.0. REQUIRED BY THE'WALL SHEATHING AND SHEAR WALL SCHEDULE'D1S2.0. HVANNIS,MA ROOF SNOW LOAD:25 PSF,DRIFTING AND HVAC AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. a minimum of four feet below finished grade. C. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER 3 1/2'WATER LINE THRU FLOOR,SEE PLUMBING DRAWINGS FOR LOCATION.PROVIDE B.All concrete not otherwise noted shall attain a minimum 28 day compressive strergth of 3,000 PSI.All concrete for footings, O SOIL BEARING CAPACITY:2000 PSF - SIMILAR CONDITIONS. air entrainment All conning for exleriw slabs picas,and fountletlons shall have six percent All concrete for exterior slabs PVC SLEEVE THRU SLAG. - .f R n 0. SEE PLUMB.DWGS.FOR PLUMB.LAYOUT DIMENSIONS,U.O.N. and retaining t. A shall be 4,000 PSI with six percent air entrainment. - �`H rv/, [+r SEE ALSO 54.2 t E. SEE ELECT.FDWGS.OUNDATION FOR ELECT,LAYOUT DIMENSIONS,U.O.N. ® CONCRETE FLOOR SLAB UNDER W.I.C.IW.t.F.BOXES.SLAB SHALL BE LEVEL 17 C.All conning shall shall ll be 4,in accordance with i with percent air and AO-318 latest editions emended to data.F. COORD.FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO POURING SLAB. " - D.Protect all concrete from hot and cold weather as required by ACI-306 and ACI-306 respectively. Q ELECTRICAL STUBS THRU SLAR.SEE ELECT.DRAWINGS FOR LOCATIONS. d � A E.Control joints,(CJ),in concrete slabs shell be placed as shown On plan or at 20 feet on center maximum.Control joints shall © PROVIDE HUB DRAIN(HD)UNLESS REQUIRED BY LOCAL CODE TO HAVE FLOOR SINK _ be saw cut within 12 hours of placement After seven days,fill joints with non-shrink grout and grind flush in areas to be left exposed or required by flow finishes.Coordinate other requirements with architectural drawings and specifications. (Fs) a STA 'ML or5/8 O V ' ' F.Anchor bolts-A36 A307,use '0 x 12'(16'p curbs)anchor bolts(AB.)Q i6'oc U.O.N.Anchor bolts shall be tied In -. • piece prior to placement of coot. INDICATES INSIDE SURFACE OF FOOTING.SEE SHEET S4.0 �� !YS © 6-RECESSED MOP SINK. • A.A FORGING. 9 THIs smiNG ALIGNS wrm EDGE OF SLAB. ,. A unless ss reinforcing steel shall be deformed bars of billet steel with a minimum yield point of 60,000 PSI as specified by ASTM A 61560, O FOUNDATION " unless oorcing bar detailing 10 CONFIRM SLAB EXTENSION WITH W.I.C./W.I.F.BOX MFR.(4•MIN.) - tSs! 1�'11 g 'L`'�` w - B.All rnntwdrg bar detailing shall be as spedfied in the American Concrete Institute.'Manual of Standard Practice for Detailing- O'tl/9M'L PLAN Concrete Structures',ACI 315 amended to date. 11 'LINE OF DRIVE-THRU CURB.SEE CIVIL DRAWINGS. Intersecting walls,lapped at necessary splices,splices staggered and bars hooked at discontinuous ends.Lap all bars 36 diameters, unless otherwise noted. "' - 12 LOCATE CURB 8'FROM EDGE OF SLAB MIN.PROVIDE CONTINUOUS CONCRETE " C.Where continuous bars are called for,Indicated or required,they shall be run continuously around comers,doweled into SURFACE FROM EDGE OF CURB TO BUILDING. r • - ' PLOT DATE: 131.06 DESIGN CRITERIA F FOUNDATION PLAN NOTES D KEY NOTES B LL - � SHEARWALL LENGTH F 11 S42 54.1 : s 15 11 11 Tom. 5 11 S42 54.1 - 1uy d R TYP. 4 B ,0 54., ID 1 > a TW. i - 2 al U p � I c 7 ttF'iF.33CC o �w ID 0 zc Q y • 2 8 - 2 5 2 z 14 ul W 6 , 10 2TYR 54.1 D o"z U :D 0001 S a =o - 2 2rl 8 a� Ip TYP ,2 305037 11 10 " f i t roi 6 8 4 TYP. 3 DATE 54.1 1 3 S42 54.1 TYP B 2/12006OWNER CHANGES TYP (N OF ,. ALE A. ,g D. v D. L ALL LENGTH LT-1& .36907 STUD TO STUD ... SHEARWALL L ,. /STERG��``v��y�``e A CONTRACT DATE: 06.05.05 - - - BUILDING TYPE: KT COW PLAN VERSION: JUL04 CONY. SITE NUMBER: 12-XXX% 12 11- 10 91 8 - 7 6 5 1 4 1 3 2 1 STORE NUMBER: XXI000( WALL FRAMING PLAN 1/4•=ry A KFC/ SW SHEATHING EDGE FIELD PLATE ANCHOR BOLT REMARKS WALL FRAMING' STUD SETBACK 12 FROM EDGE OF CONIC,SLAB,TYPICAL. TACO BELL � A. ACCEPTABLE GRADES AND LUMBER U.O.N. SEE SPECS.FOR OF 12'CD%PL1'WD(S?J16),PSI RATING: Bd Q 4.O.C. 8d Q 8'O.C. 12'DIA.A907(8%JKd 37 O.C.W/WASHER PLYWOOD ON EXTERIOR FACE OF SPUDS B. ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT O INTERIOR NONBEAPoNG STUD WALL FRAMING REFER TO SHEET AI.0 FOR 314 BARNSTABLE ROAD SUPPORTS,BEAM SEATS AND COLUMN CAPS. DIMENSIONS AND STUD SIZES.SEE DETAIL 13&IVS4.1 AND WALL FRAMING NOTES. HYANNIS,MA 12•CDX PLYWD(32(16),PSI RATING 8d @ 4'O.C. 8d @ 6-O.C. 12'DIA.A307(8XJ)@ 32.O.C.W/WASHER PLYWOOD ON BOTH SIDES OF WALL C.SEE SHEET D.EXTERIOR STUD FOR DIMENSIONS. WALLS ARE 24 AT 16.O.C.U.O.N. 3O (2)2X8 TOP PLATES-SPLICE PER 1654.1.U.O.N. S 12'CDX PLYWD(32/16),PSI RATING Bd @ 4.O.C. ad @ 8.O.C. SEE DETAILS SHEET S4.3 @KFC TOWER E. ALL WOOD IN CONTACT WITH CONIC.,STEEL OR GRADE SHALL BE PRESSURE TREATED. F. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF ® TOP OF PLATE ELEVATION 114 1/7-TRUSS BEARING. FIRS1 CDX PLYWO(32/16),PSI RATING 8d Q 4-O.C. 8d @ S'O.C. 12•DIA.A307(W)@ 37 O.C.W/WASHER PLYWOOD ON BOTH SIDES OF WALL BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT.THE QUA BOLT OR NAIL FROM EACH 2• SIDE OF THE SPLICED OR TREATED MEMBER SHALL BE EQUAL DISTANCE FROM THE O TOP OF PLATE ELEVATION 18'-812'@HIGHER PARAPET. SPLICE..STRAPS USING 16d NAILS ON N MATERIAL SHALL BE INSTALLED ON THE 1-1/2' " 12'CDX PLYWO(32116),PSI RATING 8d @ 6'O.C. ad @ 17 O.C. 12-DIA.A307(8.3)@ 37 O.C.W/WASHER - EDGE OF THE MEMBER. © TOP OF PLATE ELEVATION 16-31/0 @ LOWER PARAPET. REQUIREMENTS FOR EXTERIOR NONSHEARWALL WALLS G. ING LUMBER AND PLYR SHALL WOOD MEEfTIFY THAT THE THE REQUIREMESTURE CONTENT OF NTS OF THE SPECS.AT ALL OF O SHEARWALLSHEATHING SHALL NOT BE INTERRUPTED WITH TOWER FRAMING-TYP. , 1. WALL SHEATHING IS TO BE FIR PLYWOOD ONLY.' 7. EDGE NAIL WALL PLYWOOD TO STUDS OR POSTS WITH EPDXY ANCHORS, INSTALLATION AND AT CLOSE-IN. 2. BLOCK ALL UNSUPPORTED EDGES WITH N MATERIAL U.O.N.BLOCK EDGES WITH 3S B. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS H.SEE SHEARWALL SCHEDULE AND SHEARWALL SCHEDULE NOTES FOR PLATE SIZES._ © FRAMING&FINISH MATERIALS SHALL EXTEND TO UNDERSIDE OF ROOF DECK. MATERIAL WHERE 10d NAILING IS 3'O.C.OR LESS AND ad NAILING IS 7 O.C.OR LESS. THAN 6.O.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFERENT ` 3. ALL PLYWOOD NAILS SHALL BE COMMON WIRE.SEE SPECIFICATIONS FOR OTHER NAIL FRAMING MEMBERS OR FRAMING SHALLSE 3x OR THICKER AND NAILS ON EACH SIDE STUD LAYOUT: Q LOW PARAPET FRAMING.SEE 11/S4.1. SHALL BE STAGGERED. A.LAYOUT STUDS ON SIDEWALLS(LONG WALLS)STARTING AT REAR OF BUILDING C EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PLAN SHALL - TOWARDS FRONT. (3)ZQ'S HEADER w1(1)2X6 JACK STUD EACH END. MEET OR INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE B.LAYOUT STUDS ON ENDWALLS(SHORT WALLS)STARTING AT EACH END AND WORKING WALL FRAMING ABOVE. - TOWARDS CENTER. <S> (3)2z12'S HEADER W/(2)216 JACK STUDS EACH END. PLAN N 5. SHEARWALL LENGTHS WHERE NOTED ARE MINIMUM.DO NOT LOCATE EPDXY ANCHORS - P LA FROM THESE DIMENSIONS.SEE ARCH DWGS FOR ACTUAL WALL LENGTHS. 12 5 1/40 17/8 LVL HEADER w/(3)2x6 JACK STUDS EACH END. 6. ES REFERS TO SIMPSON STRONGTIE CO.EPDXY ANCHORS.INSTALL PER 16/S4.0.POST WIDTH SHALL MATCH STUDWALL WIDTH.SEE FOUNDATION PLAN.FOR OTHER RE08. <a> IN6 WOOD POST W/CB66 BASE PLATES BY SIMPSON. 1! 14 LINE OF COOLER. 2 m <S> LINE OF WALL ABOVE. 1 _ PLOT DATE: 1-31-06 NOT USED F WALL SHEATHING AND SHEARWALL SCHEDULE' D FRAMING PLAN NOTES C KEY NOTES B j y F R 7• Yam' Y-8.' Y.'iM£ 1'-4' 1'-4• 1'-10' Y-Y 3T 11$ Z-8' 2'4r / 248• TRUSSES SPACED AT Y-B'O.C.(TY'% \ I p 24 ' ,..i 8 8 2 W py 21 Ib� b 54.1 \ 1 a, 15 31t' i ..a' - Y" ___ EF 1 1� g 7 Zvi i0-4 RTU i\\ 7 '-T :2) t0 ' ' W 1,4•I _r i W d 4 15 Y Lo 15 I �r l� py 54.1 11 ( ' Y 1 27 , ♦ D 1--1'!'•'�~U 3 1 I - 0 P-iO \ — 1 ryryry��\ , EF 5 I ' • _ _. tea\ ��/l] t� 7 a N , \ \\ \ 1 I 1 X C Im9e \ r __ 7 1 ,9 IY 18 mx , 000T4 T4 �� . 1 \\..m mm 2\ 1' ' i �N QF fll7q • i ��` `` \` mm mm m� EF 4 `� a C T4 1 \ m BTU 2 3 l 16 ` 7 16 \p am a 21 7 U ! 1 .. S4.4 I �� \`� m a m \ N W RU 4 cn T4 1 — — 20 6907O Q N 18 b 21 `�` 305037 •� �ONAt DATE _ _ _ —_ - B 2/1/2006 OWNER CHANGES 6 TRUSS LOADING EXTREME CARE SHALL BE USED IN TV aa� Inw s�mm v ROOF NOT DESIGNED FOR PONDING. SEE RIP aam LrtiE ualn Fur 75 rsF ERECTING ROOF TRUSSES-COMPLY WITH ARCHITECTURAL DRAWINGS FOR DRAIN TW CHM me ww 10 pw TPI BRACING REQUIREMENTS. REQUIREMENTS. w"m C"m LK Imo U FSF aortal aXm caw Lmn To F9F c MAX V'm <-- - •. fi FONT 11Co11gML OM CBIIR M Los AT lau.• A Como=In1D6■m wDrA L FIRM CONTRACT DATE: 05.05.05 ' 71'-ty' STUD-TO STUD . � _ .. BUILDING TYPE: KT COW.. WF _ R k PLAN VERSION: JUL04 CONY. _ SITE NUMBER: 12-XXXX 12 11 10. ' 9 8 7 6 5 4 + - 3 2 1 - STORE NUMBER: XXXXXX ROOF FRAMING PLAN T11-1 A KFC/ ROOF FRAMING NOTES: F, REFER TO TRUSS ELEVATIONS FOR SHAPE,OVERHANG,SLOPES,SPAN,ETC.LOCATION O STARTING POINT OF PLYWOOD LAYOUT. 14 14VAC ROOF OPENING FOR DUCT.VERIFY SIZE WITH HVAC MFR.&MECHANICAL DWGS. TACO BELL TYPE NAILING/SHEATHING REMARKS A ALL PLYWOOD ROOF SHEATHING SHALL BE 3/4'T&G STURDIFLOOR PLYWOOD GLUED OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS.SEE WS4.2. AND NAILED PER SCHEDULE THIS SHEET. O VERIFY NECESSITY OF DOUBLE TRUSSES WITH TRUSS MFR.DUE TO POINT LOADING, 15 Z14 BLOCKING FOR ROOF DRAIN AREA SEE DETAIL,3/A6.0. 314 BARNSTABLE ROAD ON 10d @ G.O.C. PL 400 ADHESIVE&NAIL G. MFRD ROOF TRUSS DESIGN LOADS:SEE TRUSS DESIGN CRITERIA 4/S4.2. TYPICAL.SECOND TRUSS OF RECD.)SHALL BE LOCATED ON THE FRONT SIDE OF HYANNIS,MA EN 10d @ 8'O.C. - PL 400 ADHESIVE 8 NAIL B. ALL MECHANCAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.O.N. -. ILLUSTRATED TRUSS. 18 LOCATION OF SUSPENDED SOFFIT.SEE 1/A6.4. MANUFACTURED ROOF TRUSS NOTES: H. ELECTTHE�FXTURES PLIUMBING,ETC.SHALL BE INCLUDED ATTACHMENT,AND METHODS OF THE F ALL DESIGN OFF THEAL UNITS, TRUSSES O COORDINATE BLOCKING WITH EXHAUST AND SUPPLY DUCT. 17 216 CEILING JOISTS @ 16.O.C.@ 10-4'A.F.F.SEE 1/A A FN 10d @ 1 Y.O.C. PL 400 ADHESIVE&NAIL A. MFRD ROOF TRUSSES ARE AT 2'-8.O.C.U.O.N. BY THE TRUSS MFR. B. T-N'DENOTES.ROOF TRUSS TYPE.REFER TO SCHEDULE 11/54.2. I. .DESIGN ROOF TRUSSES TO SUPPORT ALL IMPOSED LOADS,INCLUDING WIND&LATERAL ®NOT USED: - 18 FOR TACO BELL TOWER FRAMING/SEE 4/54.4.. ROOF SHEAh11NG 3/4•T&G STURDI-FLOOR PLYWOOD. GLUE AND NAIL LOADS.COORDINATE SIZE,LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL O GIRDER TRUSS. - 19 LOCATION OF STEAM HOOD(NOT SUSPENDED FROM TRUSSES). C. TRUSS DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY.MFR SHALL SUBMIT WORK.PROVIDE MULTIPLE TRUSSES WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. SHOP DWGS AND CALCS,BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER(STATE PROVIDE BRIDGING BETWEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD. ©SIMPSON MSTA 24 AT CORNER DBL TOP PLATE.CENTER STRAP ON CORNER. ®VALLEY LINE. NOTE: OF.(PROJECT)).SUBMIT SHOP DWGS AND CALCS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL AND,IF REQUIRED,TO BLDG OFFICIAL FOR APPROVAL J. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE ( (2)2.6 BLOCKING W/U20-2 HANGERS.TYP.ALL ROOF OPENINGS-SEE DETAIL 15/34.2. 21 RIDGE LINE OF TRUSSES. SEE 13S4.2 FOR DEFINITIONS, PRIOR TO FABRICATION.SHOP DWGS SHALL INCLUDE LAYOUT PLAN AND POINT VERTICAL PICK.CARE SHALL BE USED IN LIFTING TO PREVENT HORIZONTAL CONNECTORS.CALCS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONS BENDING. ©LOCATION OF HOODS.SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAILS. ®HIP LINE AND GIRDER TRUSS. SHOWN HEREIN,MFR SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES REVIEW AND APPROVE DIMENSIONS,SHAPES AND DETAILS SHOWN ON SHOP K.`IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALL O 2x8 JOIST W/U26 EACH END FOR LENGTH OF CONDENSER CURB,VERIFY LENGTH W/ 23 OVERLAY TRUSSES @ Y-0'o.c. DWGS PRIOR TO SUBMITTAL TO THE ARCHITECT ENGINEER FOR REVIEW AND MEAN REMOVAL OF THE TRUSSES FROM THE JOBSITE AND REPLACEMENT AT MFR. ROOF FRAMING COMMENT, CONTRACTORS EXPENSE. 24 ZZ @ Z-0'O.C.W/U-26 @ EA.END @ SHEAR WALLS.SEE 1/S4.2 FOR ATTACHMENT. 10 OPENING FOR SUPPLY FAN DUCT. D. TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS. L. SEE DIV.6 OF THE SPECS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. - O 2X4 BLOCKNG LAID FLAT BETWEEN TRUSSES @ TOP CHORD FOR PENDANT J-BOXES PLAN ' ROOF CONNECTORS ARE BASED UPON SIMPSON STRONG TIE'OR APPROVED EQUAL. QD EXHAUST DUCT OPENINGS SIZED FOR'DUCT WRAP.ADJUST ROUGH OPENINGS AS TYPICAL.BLOCKING SHALL BE LOCATED OVER CENTERLINE OF FIXTURE.SEE A7.1 FOR M. LOCATE WALK-IN CONDENSERS ON ROOF ONLY IF REQUIRED BY CODE, REQUIRED WHERE 1-HR DUCT SHAFT CONSTRUCTION IS REQUIRED BY LOCAL CODE. LOCATION OF FIXTURES. E. TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZED REFER TO MECH.DINGS. THROUGHOUT PROJECT. - - 4 ®SEE DETAILS ON SHEET S4.3 FOR TOWER SUPPORT. (ZD 2z6 @ Z-0.O.C.W/U-26 @ FA.END. DOUBLES WHERE SHOWN WN26-2 O LINE OF COOLER. *A 1 13� DIMENSION IS FROM INSIDE FACE OF WALL FRAMING. PLOT DATE: 1-31-06 NAILING SCHEDULE-ROOF D ROOF FRAMING NOTES C KEY NOTES 8 _ FREEZER WALL PANEL COORDw/MANUE f . VERIFY w/COOLER MANUF. • 1/2'PLYWOOD SHEATH] (x)CONC SLAB (xl CONIC SLAB • REMOVERS AND NEW 4'CONCRETE SLAB TO INSTALL NEW GRADE X 2x6 P.T.SILL CONCRETE SLAB w/6x6-Wl.4WM.4 W WF CONCRETE SLAB SEE GEOTECH REPORT TO(x)SLAB=180'-Qj� ODE TO(x)SLAB=1E$ -' FOR SUB-GRADE MATERIALS —�� '--� a WWF [X)SLABSAWCIfT AND p 1p•-mot a ,�,:.: y FLOOR DRAIN i01NS AS EW TO(X)SLAB=IOU-0'(VLF) y r FY,�y�'S^iy SEE PLUMB'G CONCRETE SLAB d 9 *. .'a• '::y+,.�.y,��'+•Y:t?;+^i:ate �T:1::a:s`�.� ,/20 EPDXY ANCHOR - J&x '-'�.'"h r.a;•..;•d:� :. ;•L:`''S�:c.1•c•��a:r•, @18bc MIN 2PER PLATE Ij .C.0-DOWELS - (x)ODNC FDN WALL MIN. MIN. OF OF 6'0'IN.DRILL MIN . c #4X2-0'GREASED DOWELS 8• PER PLAN INTO(X)SLAB @2-0•x.DRILL&EPDXY MIN OF Hi INTO(X)SLAB (x)CONC FOUNDATION 1S/� gmS TO W F00TiNG=V.LF TO(x)FOOTING=V.I.F. ,. U rl ZU2 oz� NOT USED N.T.S. 13 SECTION +rz=,-0 1 O SECTION 11z=17 7 SECTION 12=+.v 4 SECTION 1r2=r-0 1 s FREEZER WALL PANEL - COORFREEZER WALL PANEL �PLYY SHEATHING COORD wI MANU COOR F.' D wl MANUF. � - _ 7R •VERIFY w/COOLER MANUF. - - ., .,,y ❑00 $ .�. 1,7 PLY SHEATHING EXTERIOR FACE BRICK - COORDw/ARCH DWGS WALL BEYOND - 4'(3000 PS9 CONIC SUB 4-(3000 PSQ CONC SLAB #4 NOSE w/Q6-W1.4.W1.4 WWF 12'B EPDXY ANCHOR w/bk6W1.4a^M,.4 WJWF 1/20 EPDXY ANCHOR SEE GEOTECH REPORT @18'oc MIN 2 PER PLATE SEE GEOTECH REPORT FOR SUB('TRADE MATERIALS FOR SUB-GRADE MATERIALS CUT BACK AND REPAIR @16'ac MIN 2 PER PLATE GRADE (x)SIDEWALK AS REO'D (x)CONC SLAB (x)CONC SLAB (X)CONC SLAB -iti (><)CONIC SLAB FOR NEW BRICK SHELF. TO 106''O'b TO(x)SLAB=180'-0• - .'ib•1. - TO WALL 99'-4-a• � O y TO x SLAB 100'-0' Y �'•.�f.:: ?J ''J1j/d f,S�'4x+ 't`�`�,i�a»" —,s—a—s—� _ TO SLAB- . '�':: :'x+v�•:4':/. •�,,rr i:i,?.at. � .�.h...Wn - - f-i�rY•a/� _ •Y�+r•�L~i�� Yl~!:•� ':: .• .,5- � t. 100•-R - #4s@16'm 2-W 4 A `�' • FOUNDATION WALL Lfix4x,2 CONT.LLV GALV w/ (x)CONCRETE WALL EL (X)CONCRETE 6'CONC FOUNDATION - •- EPDXY ANCHORS @2314%W STAINLESS T4 oc f-0UHIDOH{WWALL DATE WAIL w/l2)04k T88 _\ •� ?J120060WNER CHANGES -� TO FOOTING=96'-6' TO(x)FOOTNG=V.I.F. TO(x)FOOTING=V.I.F. _ � '`H® (3)#4's CONTPREP B• RECOM�MENDEDINTHE e - .. U - 2-P OEOTECHNICAL REPORTS - - 69'17 DATED ON 10/2LW4 _ NOT USED N.T.S. 14 SECTION 1!2=r-0 11 SECTION 112=11-17 g SECTION ,/z-1'0 5 SECTION ° * m6, aBp,eocwi 2><e@16'ocwr S G 12'PLY SHEATHING 112 P,LYSHFATHING 21 (d,s«w, CONTRACT DATE: 06.05.05 12'PLY SHEATHING BUILDING TYPE: KT CONY EXTERIOR FACE BRICK COORD W/ARCH DWGS EXTERIOR FACE BRICK , '0 EPDXY ANCHOR 1/2'0 EPDXY ANCHOR COORD w/ARCH OWLS. - PLAN VERSION: JUL04 CONY. 12 • CUT HACK AND REPAIR @16'0c MIN 2 PER PLATE @1&m MIN 2 PER PLATE I"EPDXY ANCHOR COOLER WALL BEYOND WALL BEYOND SITE NUMBER: 12-pp« (x)SIDEWALK AS REO CUTBACK AND REPAIR'D (X)CONCRETE SLAB @16'bc MIN 2 PER PLATE - STORE NUMBER: XXXXXX .FOR NEW BRICK SHELF. - (x)SIDEWALK AS REDD (X)CONCRETE SLAB FOR NEW BFUCK SHELF. KFC/ TO(xl one=1aa m� U)coNc SLAB TACO BELL -1� 314 BARNSTABLE ROAD 994' r y�•�—sue � HYANNIS,MA TOSH� '�•-� •.�Y -5 M45 CONT TOP aD a ,r�;,•. TO(x)SLAB-99'4' . #4's CONT TOP x•:•L" .�"•' i TO SLAB ,4w #4'$VERTEF _ #4'SVERT EF •PROVIDE DOWELS TO § TO(x)FOOTING=VAY• PROVID - ----� � (x)CONCRETE WALL MATCH VERT.REINF. MATCH ERT.RO TO TO(x)FOOTING=V.�.F�, STRUCTURAL - MATCH VERT.REINF. TOP&BOT TIES DETAILS + + •� 6'MIN INTO PR WALL .. TOP 8 80711ES _ DRILL B EPDXY GROUP + 6•.MIN INTO(X)WALL `FOUNDATION) (4)#4'e CON . - DRILL B EPDXY GROUT a'-0' (2)#4s CONT FIND I o. I TO REMAIN • -f-=—,� TO FND WALL TO CO TO REMAIN PLOT DATE: 1-31-06 NOT USED N.T.S. 15 SECTION 112=11-0' 9. SECTION 112=1'-0• 6 SECTION trr=r-0 3 21B VERT.BLOCKING 24'O/C.W/(2)16d S EA.END,EA.SIDE - - g ROOF TRUSSES,TYP. H3 HORIZ @ LA STUD 2x6 BLOCKING j A35,TYP. PLYWOOD e SIMPSON OTC ROOF TRUSS _Z (SEE lsWl CUP ON BOTH SIDES __ VARIES .`►� 18-812° (2)216 PARALLEL TO FRAMING ROOFDECK T.O.OBl PLATE ESDBLPLATE SPLICE DETAIL 15/54.1) 8`X 3/B'0 LAG - _@ R 0.14WO@ 32'O.C.POWDER ACTUATED t6d@4'O.C. 81 O TS I6°O.C.IN FASTENER WITH(2)-7/6'WASHERS W/ t ^ p HOLES - • MIN 1 12'EMBED AT 32'O.C. T PARAPET SECOND TRUSS BAY, - 10d @ 4"O.C. TYR SILL PLATE 5 'PLYWOOD ROOF 54.1 DECK-ELEV.VARIES M)16d ' ! •..•f..,..Yr•� Z 6 LEDGER ` @ 4B'O�C UN.0 PERPENDICULAR TO STUD •_� • ` ` BUILD-OUT ATTACHMENT N.T.S. 17 SUPPORT-PARALLEL TO TRUSS +/�_+'-0 1 S (3),6d LEDGER DETAIL 3'_+'o S z P. �T,O.oBLPIATE pp� N gg3 TOP PLATE - F+Y� . vaRKS a -m CRWRE STUDS® •. SHEATHING •� Er- 16,O.C. S- 16d NAILING THRU STUD SIMPSON A53 EA - 'TVP. $ � la)ted - - 6 20 BRIDGING PER P-4 ROOF TRUSSES, V END < (3)IW DS AT I6'oc. 2K6 STUD Sa.t TRUSS DESIGN 7Q� 16 Mom 1.m $ - 2"6 WD TRIMMERS U.O.N. - V . 11E00 NUMBER OF wNG BRIDGING PER TRUSS �.1 BLOCKING SIMPSON OTC ROOF TRUSS STUDS EQUALS OPENING DESIGN /1 AWNING FOR - CLIP ON BOTH SIDES - U.O.N.IN INCHES*16-2 __ A p q$� ATTACHMENT,TYP.-' - TRUSS B - .�^ v --- aao • 0.145V @ 32'O.C.POWDER ACTUATED - TRUSS TRUSS CENTERUNE OF „ FASTENER WITH(2)-7/8'WASHERS W/ AWNING - MINI 12'EMBED AT 32'O.C. CONNECT BUILT-UP STUDS _ 2r6 CONT LEDGER ATTACHMENT BILL PLATE WITH ANCHOR SIMPSON HUC68 - SILL PLATE BOLTS PER PUN AND ' EA END SHEAR WALL SCHEDULE ♦": ' ,.1. �:y%, i: �.• WN ANCHOR - VARIES HEADER(SEE 52.0) _•. y .�i. �4;'.• 4 AT SHEARWAUS ONLY - UNTELERG REFER TO ARCH - a6 DWGS CANOPY BLOCKING 1- 18 SUPPORT PERP.TO TRUSS +r2'_+.T 14 FRAMING ELEVATION @ OPENING 10 BRIDGING DETAIL 3'_+' 6 REAR WALL @TRUSS X" 2 ,. (3)16d NAILS AT EACH 305037 JOINT CONNECTION-TYP. �( c ,^7 6'-0'MIN. 6'-0'MIN. T.O.OBLPLATE ��`�Or rys ''� DATE �.� • _ ., 4� �`-��.T. 2/1/2W6 OWNER CHANGES . ,. ELEVATION M DOUBLE TOP PLATE.TYP: o G�.` , (2)2s6 STUDS EACH SIDE OF Ca R L 16'-912° LOWERED PARAPET AREA- (z)2X6 TYP. .36907 clo Y T:O.DBL PLATE 16d (3)16d NAILS AT EACH JOINT CONNECTION-TYP. N�S'+. A��G� r .. .+ 'I' y.�'...3_� .. " 2,6 BLOCKING AT CLG S�/®NAL CEIUNG.REFER TO ARCH DWGS —77 - PLAN-NAILING STAGGER .. VARIES___ - - BLOCKING VARIES CONTRACT DATE: 05.05.05 CEWNG • _ - BUILDING TYPE: Ki COW PLAN VERSION: JUL04 CONV. TYPICAL-ALL DOUBLE PLATE CONDITIONS-U.O.N. - g (2)2.6 OBL PLATE i8-812' CEN (SEE SPLICE SITE NUMBER: 12-XXXX DETAIL 15/S4.1) STORE NUMBER: X)000O( T.O.DBL PLATEUSS BAY, NOT USED N.T.S. 13 PLATE LAP DETAIL N.T.S. 15 PARAPET STEPDOWN ELEVATION N.Ts. 11 GIRDER TRUSS KFC/ OD ROOF 5 ELEV.VARIES TACO BELL 54.18dSIM 314 BARNSTABLE ROAD 12WALLHG_T_ HYANNIS,MA PLYWOOD AT FROM ANDC.,WUN.O. REAR WALLSONLY TRUSS TRUSS 2x4 2x8 BLOCKING 2<6 BLOCKING _LYL1/COEPDXYANCHOR • @18'w MIN2 PER PLATE 6 2x4 2x4 2R4 BRIDGING PER T • y SILT PLATE + TRUSS DESIGN kq + (3)16d Z PER SCHED. 16 BLAB PER PLAN S''ISTRUCTURAL - EACH MEMBER S.• ••• - TRUSS DETAILS ` •••'• SS ,BOSS HEADER[SEES2A). TRU (FRAMING) } 24 24COM LEDGER . �. VARIES ■ m. LINTEL BRC $ REFER TO ARCH g i j DY/GS PLOTDATE: 1-31-W NOT USED N.TS 1201 BRIDGING LAP DETAIL N. i8 BRIDGING LAP DETAIL @ OPEN CLG. NTS. 12 TYPICAL WALL BELOW TRUSS 3/4•=+'-0' 8 FRONT WALL 0 TRUSS +/? "0' 4 GUNNED I IUN I YF't: NAILING: -- BOUNDARY NAIL(B.N.) - 1.JOIST TO SILL OR GIRDER,TOENAIL (3-8tl) - 2.BRIDGING TO JOIST,TOENAIL EACH END (2-8d) >< FOR BLDG.PERIMETER 3.I W(25MMu152MM)SUBFLOOR OR LESS TO JOIST.FACE NAIL (2-Bd) WID ER DER THAN 1•X 6-(25MKUI52MM)SUBFLOOR TO JOIST,FACE NAIL (3-" 5.2'(52MM)SUBFLOOR TO GIRDER,BLIND AND FACE NAIL (2-16d) �i 6.SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL (16d @18°-0.C.) - 7.SOLE PLATE TO JOIST OR BLOCKING,AT BRACED W.PANELS (3-16d PER 161 8.TOP PLATE TO STUD,END NAIL (2-16d) 5 9.STUD TO SOLE PLATE (2-16d END NAIL) - EMI LONG DIMENSION OF 2)2K8 PLATE(SEE SPLICE 10,DOUBLE SPUDS,FACE NAIL (16d @ 24•,O.C.) ' 11.DOUBLE TOP PLATES,TYPICAL FACE NAIL (,Bd @ 16'O.C.) PLYWOOD TO RUN TT_TR. - - e 12.DOUBLE TOP PLATES,LAP SPLICE (8-16d) PERPENDICULAR TO T,p DETAILIV54.1) 13.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOENAIL (3.8d) JOISTS BETWEEN 14.RIM JOIST TO TOP PLATE,TOENAIL (8d @ 6.O.C.) EDGE NAIL(E.N.)@ PLYWOOD-TYPICAL TRUSS AND SVSOM LPIS PERIMETER 15.TOP PLATES.LAPS AND INTERSECTIONS,FACE NAIL (2-160) PLYWD. . - PLYWOOD i6.CONTINUOUS HEADER,TWO PIECES (16d @ 16.O.C.ALONG EDGE) A� 17.CEILING JOISTS TO PLATE,TOENAIL (3-8d) TRUSS W/PARAPET 18.CONTINUOUS HEADER TO STUD,TOENAIL - (4�6d) - STAGGER PLYWD. ,s @ 2.8 r g 19 CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL (3-1&p JOINTS INFILL STUDS BETWEEN - 20 CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL (3-16d) TRUSSES-TYP. 8 NCB SPA WALL 21 RAFTER TO PLATE TOENAIL (3-M FIELD NAIL(F.N.)@ ALL 22.1-(25MM)BRACE TO EACH STUD AND PLATE,FACE NAIL (2-8d) INTERMEDIATE _ w s A . _ - 23.1 W SHEATHING OR LESS TO EACH BEARING,FACE NAIL (24Sd) MEMBERS - - SpEDUIE 24.WIDER THAN IW SHEATHING TO EACH BEARING,FACE NAIL (3-M NOTES: - - 25.BUILT-UP CORNER STUDS (16d @ 24'O.C.) ,.MIN.PLYWD.SHT.SIZE SHALL BE 247 X 4'-0'. - ALL PLYWOOD ROOF SHEATHING SHALL BE (2-18d AT EACH SPLICE) 3/4'.TBG STURD1-FLOOR PLYWOOD GLUED 26.2"PLANKS yL 2.MIN.3/8•NAILING EDGE DISTANCE. * - (20d @ 32'O.C.AT TOP 8 BOTTOM AND ffi _ 27.BUILT-UP GIRDER AND BEAMS ,STAGGERED 2-2Dd AT ENDS AND AT EACH SPLICE) 3.EDGE NAIL(E,N J TO BEAMS AND AROUND ALL OPENINGS. y. - AND NAILED PER SCHEDULE ON 53.0. 3(4•T&G STURDI-FLOOR 12 PLYWOOD GLUE 8 NAIL NAILING SCHEDULE N.T.S. 17 ROOF NAILING PLAN N.T.3. 13 912 SHEAR WALL TO TRUSS CONNECTION W-1'-0` 1 V RQ SLOPE:IT1'PER FT: VARIES z $ .. _-- P-' Zm T.O� 12 wU .y 15'-8 Z w T.G 9 D 2 0 C) BYUSS ` - 12 ' 12 11'-1 1/C MFG. F--�z 9 D a 9 SIMPSONH3 ,a F~ NOTE: TRUSS REAPING�� A w� MEARING •@• HURRICANE CUP COOR'D ROOFING,INSULATION, - 1 - U 37v . OVERHANG,TRIM,AND VENT- LATION w/ARCHITECTURAL 2ic6 @ 18.O.C. CONT.2.5 DBL PLATE T U�EARWG"l , (SEE SPLICE DETAIL) DRAWINGS(TYPICAL). 'OWN=OVER WALL HEIGHT. OF O2a6 MIN. . O PER DESIQN DU 1 101 2z4 MIN. . O TRU RAL a�i Ca 907 T3 TRUSS ELEVATION 1/4'=1'-0` 14 TYPICAL SIDE WALL SECTION y4'=ra 6 i EVATION 1/4'=1'-0` 2 TRUSS SINGLE DOUBLE BEARING COMMENTS SS,ONALEN ` TYPE TRUSS TRUSS POINT 305037 PLYWOOD SHEATHING TI X JOIST,RAFTERS OR T2 - X SEE NOTES#1 8#5 BELOW 6 _ TRUSS U.N.O. T3 X SEE NOTE#6 BELOW6 DATE T4 X 18'S,/2' - PJ1/20WOWNER CHANGES T5 X SEE NOTE#6 BELOW T. .'TRUSS T6 X SEE NOTE#7 BELOW �^J JOIST HANGERS- v MIN.16DIAMETER CLEARANCE .' L SEE NOTE BELOW NOTES 12 1 : . S REQUIRED REQUIRED FOR HVAC DUCT SLOPE:II2'PER FT. 12 OPENING D 81NSULATION. 9 PER PLANS7 1. T-2 SHALL BE DOUBLE THICKNESS TRUSS AS REQUIRED BY TRUSS DESIGN. 9 2. HOLDDOWN CONNECTORS SHALL BE SPECIFIED BY SITE SPECIFIC ARCHITECT/ -ENGINEER BASED UPON LOADING DATA PROVIDED BY TRUSS DESIGNER. °P ' • PLWD.EDGE 3. PROVIDE SHOP DRAWINGS PRIOR TO FABRICA110N 11'-1 1I&EARINp NAILING(E.N.) - TRU55 DOUBLE 2z HEADER MIN.16'SQUARE CLEARANCE AROUND 4. TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY ACTUAL SIZE SHALL BE .OPENING SAME SIZE AS JOIST DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS- 1 2 4 EQUAL SPACES AREA REQUIRED FOR HVAC 1 OR RAFTER U.N.O. AND CODES. I DUCT 81NSULATION.(TYP) �. •. CONTRACT DATE: 05.05.05 HANGERS SHALL BE SIMPSON'STANDARD'U'@ ROOF. S. DESIGN TRUSSES FOR AN ADDITIONAL 8D0#POINT LOAD AS INDICATED ON SHEET O DBL JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS S3 2vB MIN .PROFILE IS THE SAME AS TRUSS T-1 HOWEVER TOP CHORDS ARE TO BE 2.8s. BUILDING TYPE: KT CONY. - FOLLOWS: PLAN VERSION; JUL04 CONY. 1.10'OR LESS NOM.DEPTH 16d @ 12.O.C.STAGGERED 6. GIRDER TRUSS,SPECIAL LOADING REQUIRED: 2 2K4 MIN 2.MORE THAN 10'-(2)16d(jP 12-O.C. • SITE NUMBER: 12-XXXX 7. GIRDERTRUSS.PROFILE IS THE SAME AS TRUSS T-1. - - STORE NUMBER: %)OOOIX NOT USED N.T.S. 1191 TYPICAL ROOF OPENING IS TRUSS SCHEDULE N.T.S. 11 T1 TRUSS ELEVATION 1/4'=r-0 3 KFC/ . TACO BELL 21 PSF 21 PSF 314 BARNSTABLE ROAD WIND LOAD HYANNIS,MA HVAC UNIT-RfU-, * 2,7931bs. - 25 PSF 75 PSF 25 PSF PARAPET HVAC UNIT-RTU-2 * 2.675 tbs. ' (2)2K6 BLOCKING /PLYWOOD SHEATHING EXHAUST FAN-EF-1 * 1901bs. EXHAUST FAN-EF-2 * 175Ibs. " - BASE SNOW TRUSS BOTTOM CHORD EXHAUST FAN-EF-3 * - 140Ibs. LOAD . EXHAUST FAN-EF-4 * 701bs. 10 PSF . EXHAUST FAN-EF-5 * 95Ibs. - - SIMPSON U44 TVP. / \ APPLY TO TOP CHORD) DEAD LOAD 414 BLOCKING J `SIMPSON U44 TYP. HOOD#1-KFC 650Ibs. 10 PSF STRUCTURAL HOOD#2-TACO BELL. 433 Ibs. - DEAD LOAD COMMONTRUS, HOOD#3-CONVECTION 1921bs. DETAILS ALLOW ROD (APPLY TO BOTTOM CHORD) VERIFYpyEN H00D MOUNT I= ICE CONDENSER#1 Milos. NOTE: `ROOF) NUT ANp WASHER REQUIRED ICE CONDENSER#2 2001bs. ALSO,APPLY ROOF TOP AND SUSPENDED POINT LOADS.WEIGHT • ABOVE AND AB AND LOCATION OF UNITS AS NOTED ARE SHOWN ON THIS SHEET ALL WEIGHTS INCLUDE CURB. AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE ��. DESIGNING TRUSS. . PLOT DATE: 1-31-06 NAT USED N.t.s. 2A RAAR APENINA DETAIL 3/4'=r-0• -oft RLACKINfO FAR HnAD-C 3w=,- i2 RAAF'TnP EAUIPMENT WFMI#TR N.T.S. A TRUCE DFa1[:N PMMMIA N.T.S. I A ' 2.0 RIDGE BEAM CONT 2.0 RIDGE BEAM CONT •m 1/4°DA x B'LAG SCREWS AT B'O.C. 2x4 LADDER FRAMING AT 16'O.C. a as NNN • 2x6 JOISTS AT I6'0.C. STAGGERED 2.6 JOISTS AT 16'O.C. 2x8 ATTACHED W/ TRUSS - 16d @ 12-O.C. a - 2.8 JOISTS AT,6'O.C. TOWER FRAMING DETAIL 1-1/2•=17 17 Z OD EN-10d.0 G O C. 2-2x4 PLATE 2 2x4 ` PLATE $ TOP OF ARAPET T - • *OP OF PARAPET N W 10d AT 4"O.C.(TYP.) - 2x6 STUDS AT 18'O.C. _ �W (2)Di6 TOP PLATE - 1-4 (2)2x6 SILL PLATE W/1,4 DtA 6"IAG a A W� SCREW AT 8.O.C. .. ROOF SHEATHING 1100 ,0d AT 4'O.C.(IYP.) TRUSS TOP CHORD " - ROOF (2)2x8 BLOCKING SHEATHING BELOW WALL W/ - - U46HANGERAT - EACH END. STAGGER SCREWS - - 1/0 PLYWD - SHEATHING TOWER FRAMING DETAIL 1-1/2 1/2'PLYWD 305037 SHEATHING (2)2x6 CONT. - TOP PLATES ' 2x6 Q,6.O.C. - - DATE (2)2x6 STUD COL TRUS$BEARING Y TRUSS BEARING - 1/1/2006 OWNER CHANGES ATCORNER. SIMPSON HD2A (2)2x6 PLATE - - - 6/8'DIA THRU BO T. c. (2)2x8 PLATE SIMPSON H3 SIMPSON FI3 S -HURRICANE CUP HURRICANE CUP . TYPICAL. WOOD TRUSS(SEE PLAN) TYPICAL - WOOD TRUSS(SEE PLAN) WOOD TRUSS(SEE PLAN) (2)2x6 CONP. - 12'PIYWD TOP PLATES TOP CHORD OF _ " SHEATHING - - TRUSS. (2)2x6 BLOCKING W/ U46 AT EACH END, 1 W DA x 8'LAG - - - . - CONTRACT DATE: 05.05.05 r WASHER,LOCK SCREWS AT S"O.C.. , - BUILDING TYPE: KT CONY STAGGERED WASHER AND NUT - - a - .. - • _ .. - PLAN VERSION: JUL04 CONY. � SITE NUMBER: 72•X,(XX E NUMBER: X*(XX f TOWER CORNIER DETAIL 1 1/r=r-0 99 WALL SECTION @ KFC TOWER as=r-0 I 1 WALL SECTION a KFC TOWER 3/4•=1- 3 KFC/ TACO BELL TRUSSES BELOW (4)16d EACH END 1241"FACE OF STUD 314 Bnw4srAeLE ROAD HYANNIS,MA • � ��OF Ssq 9 PL TE PLATE 2.4 Q 16.O.C. p C1 54.3 (2)2x8 BELOW '' LET-IN BRACING (2)2x6 SILL UB ) �1 2x8 o PLATE W71/4'DA. - 1/2'PLYWOOD O RUC C/) • - x8'LAGQB•O.C. STAGGERED SHEATHING v 907 �D -Q�R o 2xse,ao.c. A GISTER�O 41� STRUCTURAL ^ 54.3 S43 S4.3 SS/ONOAL��\ DETAILS 12'PLYWOOD SIMPSONHSWffH % �1 KFC TOWER SHEATHING SDBd x 1-1/r EA. 1 100 EPDXY ANCHOR _ �� 3 IQ _ PER S1.0 PLAN. (2)ROWS OF 16d AT QQK 54.3 ABOVE 20 v 16'O.C.STAGGERED WALL PARAPET 54.3 TY. ROOF TRUSSES ROOF S4.3 54.3 N Ire PLYWOOD - BROW y � x BELOW - y SHEATHING x PLOT DATE: 1.31-06 TOWER FRAMING 11/2' V-0• 201 TOWER TOP PLATE PLAN 1/4•-1'-0 16 TOWER PLAN 1/4'=1'-0 12 TOWER CORNER COLUMN DETAIL W-1- 8 NOT USED N.T.S. 4 2xS RIDGE BEAM CONT 2xB RIDGE BEAM CONT - 2x4 LADDER FRAMING AT 16.O.C. ■■• 2x6 JOISTS AT 16.O.C. IJ 2.6 JOISTS AT 16-O.C. tlt9R ■ g 2x6 JOISTS AT 16'O.C. 20'-3'_ _ 203 -_ - T.O.P.@ TOWER _ TOP OF PLATE Q TOWER • - ICY jgS 2-2x4 PLATE - 2-2x4 PLATE r OgDS 18'-6 12' _ WOOD FURRING AS REO'D Va E TOP OF PARAPET 0 P"0 >� . .• . Z ROOF SHEATHING 3 41 raw DB STUDS AT 16'O.C. 01 ROOF SHEATHING O a .. - 20 STUDS AT 16"O.C. 2x6 STUDS ATIB'O.C. - . 117 PLYWD - SHEATHING - 1,7PLYWD 305037 SHEATHING 11 1 12" 11-1 12" 2/12 AN M OWNER CHGES -�TAUSS BEARING"- TRUSS BEARING - SIMPSON H3 SIMPSON H3 HURRICANE CLIP HURRICANE CUP - TYPICAL:. WOOD TRUSS(SEE PLAN) WOOD TRUSS TYPICAL WOOD TRUSS WOOD TRUSS . (2)2x6 CONT. (SEE PLAN) - (2)2x6 CONT. (SEE PLAN) (SEE PLAN) TOP PLATES - TOP PLATES -. . CONTRACT DATE: 05.05.05 " BUILDINGTI'PE: KT COW _ PLAN VERSION: JUL04 CONY. SITE NUMBER: 12-)DW ST E NUMBER: XXXXXX NOT USED N.T.S. 1,191 WALL SECTION @ TB TOWER 11 TACO BELL TOWER SECTION 3/a'=+'ar 3 KFC/ TACO BELL 314 BARNSTABLE ROAD _ HYANNIS,MA P.T.P W/12.0 EPDXY /�I�- ANCHOR @ EA.END Y SIMPSON STUD T . "�N O F OF WALL&0 17 O.C.MAX. KRAFT FACED y � BATT INSUL(IYP.)Nr U I.S 1 VI CEMENT BOARD, - - - c:), RUC L V) TYP THRU-OUT _ 907 O U BUILDING 0-0 , . .N., - O. �OPOF SLAB ._._._ .f, •+ ' STRUCTURAL /s DETAILS SIOMAV �� (TACO BELL SEE STRUCT.DWGS.FOR ?_ •� TOWER) FOUND.AND SLAB DETAILS j' - , PLOTDATE 1-31-06 TOWER LEG 0 SLAB 3/4'-1- 20 NOT USED N.rs. 12 NOT USED, N.Ts. g NOT USED N.T.S. q KFC ROOF 1 BEYOND FW LL A Q `tom 11' 1 m03(9 REAR WALL . < ` - �• r R WINDOW - WINDOW COMBINED DOOR EXPRESSION EXPRESSION. EXPRESSION .DOOR pppP444 m - ROUGH OPENING - ROUGH OPENING &WINDOW PANEL - PANEL PANEL z 9C ROUGH OPENING - aa. �E RIGHT SIDE ELEVA ~W U TION 1/4'=+'� . A 0�O C/] ❑011 18 9 A O- ten - 1 ► ��j. . FRONT — WALL .. REAP - - WALL 4-2• - - --- ---- 305037 • - .. DATE WINDOW WINDOW WINDOW WINDOW 2/1/2006 OWNER CHANGES • EXPRESSION EXPRESSION EXPRESSION ROUGH ROUGH OPENING ROUGH OPENING - ROUGH OPENING a PANEL PANEL PANEL OPENING •-FIN SHED FLOOR + - - - KFC TOWER ` - _ AWNING LEFT SIDE ELEVATION B O1 SOUD BLOCKING FOR FASTENERS. CONTRACT DATE: 05.05.05 . ' 2 CENTERLINE OF BLOCKING FOR AWNING SUPPORT BRACKET ATTACHMENT. 1. BLOCKING SHALL BE DOUBLE Ngs.ATTACH TO EACH STUD w/(6)16d NAILS.' O BUILDER TYPE: KT CONV O3 BLOCKING FOR CURVED TRELLIS ATTACHMENT. PLAN VERSION: JUL04 CONV. 2. EXTEND BLOCKING AS REQUIRED TO FIT BETWEEN STUDS: SITE NUMBER: 12•XXXX 3. FINISH BOTTOM ELEVATION OF CANOPIES SHALL BE 9-0'U.N.O. STORE NU E. XX7000C 4. COORDINATE WITH AWNING VENDOR. KFC 0 5. THIS SHEET IS TO INDICATE BLOCKING REQUIREMENTS FOR AWNINGS&CANOPIES. TACO BELL ADDITIONAL BLOCKING IS REQUIRED FOR OTHER ITEMS AS SHOWN ON OTHER DRAWINGS. 314 BAFiNSTABLE ROAD 8.4• + HYANNIS,MA IN — -- -i-- - I o u Is Feu L v CANOPY& -. .&W - WINDOW V 907 AWNING ROUGH DOOR ROUGH OPENING OPENING GH OPENINC is C`�(o Y+GQ BLOCKING ELEVATIONS as _ _ FINISHED FLOOR KFC TOWER' TACO BELL m O AWNING CANOPY PLOT DATE: 131-06 FRONT ELEVATION 1/4,-1-1 E GENERAL NOTES D KEY NOTES C