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Home My WebLink About0505 MAIN STREET (HYANNIS) (13) .��,�rr�t� i,�7��G��E i ✓ { 4� t i o .114E T �. Town of Barnstable Building Department Services *; BARNsrnBM M� Brian Florence, CBO A.. 39. ° Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bamstable.maxs Office: 5.08-862-4038 Fax: 508-790-6230 October 3, 2017 Kevin Boyar PO BOX 21 West Barnstable, Ma. 02668 ' f ARE 505 Main Street p:Hyannis, Ma 308 Parcel 093 Boyar: This letter is in response to application number.TB-17-2840;.As you may recall,this office contacted you regarding this application and requested additional construction documents. To date this office has not received the requested documents and; therefore, application is denied as submitted for the following reasons: 1) Incomplete construction documents as required by Chapter 1 Section 106.2 of the IEBC Additionally, application numbers TB 17-2971-TB 17-2980 for the individual units associated with application number TB 17-2840 are also denied. And, if aggrieved by this notice and order; to show cause to why you should not be required to do so,you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. ectfully, on�'�' Chief`Local.Inspector jeffrey.lauzonga,town.barnstable.ma.us (5'08) 8:6 :- 4034 Massachusetts Department of Public Safety Board of Building Regulat.ons andta7raarc s License: CS-076332 no p rvisor KEVIN BOYAR PO BOX;Z1 WEST BARN5TABL MA 02668 �. � . Commissioner 09105IM7 . .. - .c •,. .,✓}Zfi �fY";litf)/jfl1F+1.(,e!- f r��ld..;311 lc(,ic`--�� ,- .. - r ,� , Offcie of Consunjer ikffairs&nosiness Regulation License or registration valid for.individui use only before the ex nation date. If found return to. � l it7M E IMPROVEMEN T CONTRACTOR P egistratir�n: 162150 Type: 3 Office of Consumer Affairs and Business Re-ulat on � xpirat�on: . 1/26/20117 Private CorporaUo� 10 Park Plaza v$uite.$1'0 Boston,MA 0206 B& D CUSTOM GUILDERS INC.'-;,- t KEVIN BOYAR 1050 MAIN STREET iNE57 BARNSTABLE,MA 02668 1lnrlersecrernr} Not valid without nature F s y :.r % AL at f Mp 11 0:1W I, w� -.S :� 01- Thisl ', C" Kevin Boya r CSL - 076332 Awarded b : Massachusetts tt Construction h School Coordinator ID: CSL-CD-0051 12 Hours of Construction i n ContinuingEducation E CS-5100 Business Practices (2 hours) CS-5101 Code Review(2 hours) CS-5102 Lead Safe Practices (2 hours) CS-5103 Energy(2 hours) CS-5104 Workplace Safety(2 hours) CS-5105 Chapter 93A&Contractors (2 hours) Approved: School Administrator: Michael Zenga Date: 8/10/2017 a .,:g;•. ., .m �::� s ,uF=.x��a�.�.�'�'•-�.r� a,?3,:?�-� „_d•.u.:.,<., ».—. .' ..�...�a,:;`.,w�,��,-�,..r ..-.�,n.,m:.,-«-� .m�«�.,.;�• :ate,?r ,,..�_,.a«, ,.sa-� ,�,�' ."W;k .,-a �-� � - ..,-.�,,. .��v� n�;�a wa:�s«.•�,•«M �, wu cw « ��H +r,-:vs�. .uw-:a�.0��w�.,x.«�e.nvh.�%„w.-. :u�._sr�-�n.u«..-:t.�a.�sw.�"a«�w.� n�x:�J .. 8/18/2017 Office of Consumer Affairs&Business Regulation-Mass.Gov The ,Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Consumer Affairs and Business Regulation k Home Consumer Rights and Resources Home Improvement Contracting HIC Registration Complaints . __. ......._........................_...___ .. ._...____._e . ..._....... _.. Registration # 162150 Home Improvement Contractor Registration Home Page Registrant B&D Custom Builders, Inc. Name KEVIN BOYAR Address 1050 Main Street City, State WEST BARNSTABLE, MA 02668 Zip Expiratio Date 01/25/2019 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund histor}t. Back To Search ©2012 Commonwealth of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. https://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=162150 1/ j Iwo "'W"M Town of Barnstable Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/hyannismainstreet _: :,j ;;:_; ,_ . _7 S. Ott ,, . . tY:_ Decision -Certificate of Appropriateness L..'•.r'.i. i ti i L.'• i i_ '-J Narinder Thind d/b/a The Indian Pavillion 505-511 Main Street, Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District, hereby approves a Certificate of Appropriateness for Signage for the following property: Property Address: 505-511 Main Street Assessor's Map/Parcel: 308/093 The public hearing on this application was opened on March 15, 2017, and continued to April 5, 2017. After consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposed business sign will appropriately contribute to the historic.character of the Hyannis Main Street Waterfront Historic District. The Commission considered the design, color, size, location, and context of the proposed signage and found it to be appropriate for the protection and preservation of the district. Based on these findings,the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The.application dated February 15, 2017, is approved as presented and as submitted on revised sheet dated March 15,2017,for the following replacement of existing signage; 2. Pylon 3' x 4' sign,white aluminum with plastic sign face,illuminated internally 3. Awning 27'x 7' 4. 2' x 15' sign to be mounted on the newly renovated facade,white with red lettering 5. The Applicant shall obtain sign permits from the Building Division prior to display of any signage. Present and voting in the affirmative to grant the certificate of appropriateness were: Paul S. Arnold, David Colombo,Brenda MazAvo and lohu Alden. Opposed:None Paul S. Arn ,d dalk Hyannis Main Street Waterfront Historic District Commission cc: Narinder Thind,Applicant/Owner Building Commissioner File I, Ann Quirk, Clerk of the Town of Barnstable,Barnstable County,Massachusetts, hereby certify that twenty, (20)days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this��day of /� as /' under the pains and penalties of perj ry Ann Quirk,Town Jerk lof 1 RECEDED . FEB 15 2017 Town of Barnstable Hyannis Main Street Waterfront Historic Distri )& MENT Application Certificate of Appropriateness for Signage Application is hereby made for the issuance of a Certificate of Appropriateness under MGL,Chapter 40C,The Historic Districts Act,for proposed signage as described below and on drawings or photographs accompanying this application. CHECK ALL THAT APPLY: 1. Business Sign 2. Open/Closed Sign 3. Trade Flag 4. Trade Figure or Symbol 5. Location Hardship Sign Assessor's Map No. os _ Parcel No. Address of Proposed Work 5 &S—51-i -MAIN S 1V6�5 1 > f ty A-N N LS t Imo( A Applicant Q h P-4 ICE 0 Et?, 774 114-D Tel# 50Y—7,37-4U9 4 Applicant Mailing Address _ 4D 1e 1 L4<_D R-E D 4' Town/State/Zip [ �"(\ s' Applicant E-Mail Address bQD YA-H p-0 • (.DM Property Owner T ("I) M I L�/ `C(ZU T Tel# SD g— v 7 409 4 Owner Mailing Address 140 1<1 L 1e_D dZE Town/State/Zip �JyA-�j N Agent or Contractor f A LS M1 Tel# 5_0:2 3GV — 261 2D Mailing Address 3 5_ J -!'� ® �I s �-� Town/State/Zip W I Alk-IV5 6 LEI 0266 Agent E-Mail Address J A 0 E-5 PS M I Q Col�i�7 Signature of Applicant _Nnzy-L Date 2I C I 7 APPROVED ❑ For Location Hardship Signs&freestanding Trade Figures or Symbols to be located on private property: Check box if property owner has ranted permission to locate Sign or Figure on their property abuttin"`the buildm;front. P PedY 9 P 9 9 P Pe Y g� � g TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT HISTORIC DISTRICT COMMISSION March 15,2017 JamesD. Smith,Architect 35 Lothrop's Ln. W.Barnstable,MA 02668 '508-367-8920 RE: Indian Pavillion Signage Existing Signs To Remain: "Livin'EZ" F-7"X 7%0"= 1.1.1 SF Mini Market 2'-0"X 6'-8" = 13.33 SF Black Pearl Tattoo 2'4'.X 7'-0" = 14.0 SF Indian Pavillion Side Elevation Sign 1 -6 X"6'-0"=_9.0 SF Existing Signs to be-Replaced for Equal SF Indian Pavillion PY lo 4 n 3' X ' 12.0 SF. Indian Pavillion Awning 2'47.7.X 7'4" = 18.1 SF Proposed New Indian Pavillion Sign 2%0"X 15'-0" -30.0 SF APPROVED APR 0 5 201 TOWN OF BARNSTABLE HYANNIS MAIN ST WATERFRONT ISSION HISTORIC DISTRICT COMM c 4 Business Sign 1: Size of Sign "Iy x 19— 9 Material(s)of Sign _ yTk- C �7 LEA I L Material of Lettering(if different) ij Will the sign be illuminated? Yes No �L If yes,what type of light fixture Location of Fixture Business Sign 2: Size of Sign ! x �-3 I D Material(s)of Sign W f i/ E- AL—UM CA4 Material of Lettering(if different) P&A-5 77 6 S M4 /\/ FA-r--& Will the sign be illuminated? V/No If yes,what type of light fixture LE-7) Location of Fixture P6/V Open/Closed Size of 0 n/Closed Sign x Sign: Material of Op Closed Sign: If Neon,indicate olor(circle one option): Red/Red&Blue Color of Open/Closed Sign: Trade Flag: Size of Trade Flag: x Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x I'I Or Symbol: Material of Trade Figure or Symbol: Location Size of Hardship Sign: x Hardship Sign: Material of Hardship Sign: Lettering Color and Material: Page 2 of 2 l © 3 �� Business Sign Size of Sign °'� x ` Material(s)of Sign Material of Lettering(if different) Will the sign be illuminated? Yes No d tiTfUL � If yes,what type of light fixture Location of Fixture � � rf 1 Business Sign : Size of Sign 16 x �® Material(s)of Sign Material of Lettering(if different) PG,45'TI6 1 e4 A/ FA-GC Will the sign be illuminated? Cey1 No If yes,what type of light fixture LED Location of Fixture !V Open/Closed ize of Open/Closed Sign x Sign: Mate' I of Open/Closed Sign: If Neo indicate color(circle one option): Red/Red&Blue Color of OpenlClo d Sign: Trade Flag: Size of Trade Flag: x Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x Or Symbol: Material of Trade Figure or Symbol: Location Size of Hardship Sign: x Hardship Sign: Material of Hardship Sign: Lettering Color and Material: Page 2 of 2 r Business Sign Size of Sign x �� A Material(s)of Sign ��'�� -�� : Material of Lettering(if different) Will the sign be illuminated? Yes No If yes,what type of light fixture Location of Fixture Business Sign, Size of Sign / x 4 2- Material(s)of Sign W h lTE A-L )M l 1V U M 51!41V C 4 Material of Lettering(if different) &A-5-n G, Al FAY- Will the sign be illuminated? ®1 No If yes,what type of light fixture Location of Fixture S% IV Open/Closed Size of Ope osed Sign x Sign: Material of Open/C ed Sign: If Neon,indicate co (circle one option): Red 1 Red&Blue Color of Open/Closed Sign: Trade Flag: Size of Trade Flag: x Material of Trade Flag: Trade Figure Dimension of Trade Figure or Symbol: x x Or Symbol: Material of Trade Figure or Symbol: Location Size of Hardship Sign: x Hardship Sign: Material of Hardship Sign: Lettering Color and Material: Page 2 of 2 BUILDING [_KEPT. Initial Construction Control Document NOV 1 201� 3 7 To be submitted with the building permit application by a y d Registered Design Professional TOWN OF 6APINSTABLE for work per the 8`"edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: �0- N � ('nl 0/1 ZVS� J 11.91 Date: 0-13-0 Property Address: V ( � ,Q( M A I lJ Project: Check one or both as applicable: 541ew construction existing Construction Project descri tion: qvo,)v t;::; o I % S(h IT MA Registration Number: / Expiration date: 0 31 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural fV4- Structural ] Mechanical [ ] Fire Protection [Electrical [ ] Other for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall su ° A� fficial a`Final Construction Control Document'. C� g D S F Enter in the space to the right a"wet" 7 1 1) No. 87 (A electronic signature and seal; g W AB 2, MASS CV.) TT S co J' 5 q< Phone number /—U� �P EmaiL•�� e �� n/�i � Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 I Initial Construction Control Dorcument A To be submitted with the building permit application by a dRegistered Design Professional for work per the 8`h edition of the �M SJe�e Massachusetts State Building Code, 780 CMR, Section 107 -"' �� Project Title: r 1�( N�� 41/J -7�J-gT- Al Date: Property Address: I ' ( M iq 1 d %�r /I l" N N) Project: Check one or both as applicable: CYNew construction Mt� `xisting Construction Project description: ADDs' D . ' _ ra MA Registration Number: l Expiration date: 1 1 a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [b� chitectural [t/r cturalMechanical [ krFire Protection [ 'Electrical [ ] Other for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2' Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall sub reports(see item 3.)together with pertinent comments,in a form acceptable to the building 5 O Upon completion of the work,I shall submit t e I I final Construction Control Document'. n BAR Enter in the space to the right a"wet"or g_� M ETTs 0 electronic signature and seal: Phone number: V� �^U 1 Email: UW YW Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 t From: Kevin Boyar kevin@bdcapecod.com Subject: Pavilion Date: Aug 16, 2017, 12:46:20 PM To: nthind17@yahoo.com Cc: Jayant Rajagopal juks66@comcast.net We, Narinder S. Thind & Paramjit K. Thind, as Legal Representatives for The Thind Family Trust, owner of the property located at 505-511 Main St., Hyannis, MA 02601, do hereby authorize B&D Custom Builders, Inc., of P.O. Box 21, West Barnstable, MA 02668, to make application for any and all Permits required for the construction and renovation of the above referenced property irl ac ordance with the plans prepared by James D. Smith, AIA, dated Narinder S. Thind Paramjit K. Thind Dated: That should do it:) Get Outlook for iOS i 17 _- ---_ ... _.. ..... _ ---_._ . __ ___-- ----- ----- -- ---- ------- -----_. - - Z O Y H NAM a. Q oaf a. % lj GENERAL NOTES: — w_ v SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED PER NFPA 13 2013 EDITION.REMOTE AREA 1 IS DESIGNED FOR A LIGHT HAZARD RESIDENTIAL HARDENED HE HEAD SELF rHREADING SCREW IS FURNISHED WRI!THE HANGER AND 15 THE OCCUPANCY AND IS WET PIPE HYDRAULICALLY CALCULATED WITH A MAX SPACING OF 16'x 16'TOA DENSITY OF.10 GPM OVER 4 SPRINKLERS, MINIMUM FASTENER SIZE ACCEPTABLE— ATA MINIMUM FLOW OF 13 GPM AT 7 PSI PER VIKING RESIDENTIAL PENDENT SPRINKLER SPECS,WITH A 100 GPM HOSE ALLOWANCE. ALL MATERIALS USED ARE TO BE UL LISTED AND COMPLY WITH NFPA13(2013 EDITION)AND THE MASSACHUSETTS STATE BUILDING CODE(8TH O _I'f I--Wood Bec m /—� EDITION). ` 0 1 N THE DRAWING BACKGROUND,INCLUDING WALL AND DOOR LOCATIONS HAVE BEEN PROVIDED BY OTHERS.ACCURACY OF WALL LOCATIONS AND n T DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH REGARDS TO PIPE ROUTING AND PROXIMITY TO OBSTRUCTIONS. �.v THE SCOPE OF WORK IS TO SPRINKLER A BUILDING WITH MULTIPLE OCCUPANCY CLASSIFICATIONS. �2 CPVC SINGLE FASTENER STRAP TYPE MANGER OWNER IS REQUIRED TO PROVIDE TEMPERATURE OF 40°F MINIMUM FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM.THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-26. _WOOD BEAM_HANGER CPVC f;`ANGE—R @ ELECTRICAL OR ALARM WIRING OF DEVICES PROVIDED UNDER THE SPRINKLER SCOPE IS TO BE DONE BY OTHERS IN ACCORDANCE WITH NFPA72 HANGER CONE J.E y LATEST EDITION. ANGER CODE 27O6C�' a PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13.HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. ALL IST FLOOR PIPING TO BE BLACK STEEL SPRINKLER PIPE c ALL CONCEALED PIPING ON RESIDENTIAL LEVELS TO BE UUFM LISTED AND APPROVED CPVC WITH CPVC FITTINGS AND HANGERS. a ELEVATIONS ARE TO CENTERLINE OF PIPE ABOVE THE FINISHED FLOOR. ALL DIMENSIONS ARE CENTER TO CENTER. RESIDENTIAL SPRINKLERS SHALL MEET THE OBSTRUCTION RULES ON NFPA 13,2013 EDITION. i-Z MAXIMUM RESIDENTIAL PENDENT SPRINKLER SPACING IS 16'x 16' 8/4 17 ALL COMBUSTIBLE CONCEALED SPACES SHALL BE PROTECTED PER NFPA 13,2013 ti r R.•a Te NLL 0eU L•o inetell IISx!"t cacin.t tFe jo:5te. F}=- _xYM JCNF ()SITION FIN!,,.. TEMP K NPT N MF G. MODEL_ 1 " = �i1 PEN tj2" VKING VK462 462 xaEx:sUREFsS6 � 1/2" VK457 cu �R aR 68 PEND iWH'E 65 490 � l�NF'J 1'FIRE SERVICE.PIPING PRC!\'IDEG BY THERS fN gCCORCANC[N!TH NFPq 14 C^-� n i I t t t I � y_rd u ' 0 i a r �i !�� ➢� 1. C ., b a u .. _ .........: I ....................... .............- ....................... i $mo tT ............51,14 f M t, I i fit 1 .......... .................... ............ .......... ........... 4 Y� € I i .. i t I t i 'g`°`—HYANNiS MULTI USE PEAK 1 _ $ IRE PROTECTION � '✓e/1= ,��505-511 MAIN ST.HYANNIS,ka _� �'Fc�� /t 1I �', � �� a BROOK 5T.#25E -FP FLOCR PLAITS SC;TIJATE, MA 02088 HONE:(781)232-7272 CALCULATION SUMMARY Project Name:HYANNIS MULTI-USE Project Location: 505-511 MAIN ST. Drawing No. : City: HYANNIS, MA 02601 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft ) (9pm) (psi) (9pm/ft ) (psi) (gpm) # (9pm) (psi) 1 Demand(HW) RESIDENTIAL 520 153.4 Required40.6 0.1 7 13 4 100 29.3 JASf3N Ct[1CA iO O AN . '0, FIRE'PROTEGTtON ut N .4 E3IST - V/4/1 7 File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:HYANNIS MULTI-USE Contract No. : City: HYANNIS, MA 02601 Project Location: 505-511 MAIN ST. Date:8/1/2017 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: JK Authority Having Jurisdiction: AHJ Design Remote Area Name 1 Remote Area Location RESIDENTIAL Occupancy Classification RESIDENTIAL Density(gpm/ft2) 0.1 Area of Application(ft2) 520 Coverage per Sprinkler(ft2) 130 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 153.4 Required Pressure at Source(psi) 40.6 Type of System Wet Volume-Entire System (gal) 61.1 gal Water Supply Information Date 8/3/17 Location 505 MAIN ST Source W 1 Notes File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:HYANNIS MULTI-USE Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (ODtimized Hvdraulic Simplified) N,S w_ File:505-511 Main St FP.dwg Date 8/4/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:HYANNIS MULTI-USE Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft ) N/A for Hazen-Williams calculation. . Fluid Dynamic Viscosity, (lb•s/ft ) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 70 1208 66 Supply Analysis Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (Psi) (gpm) (psi) (gpm) (psi} W1 70 66 1208 70 153.4 40.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 53.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 53.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 40.6 W1 -Flow(gpm) 53.4 Demand w/o System Pump(s) N/A File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 4 f Job: HYANNIS MULTI-USE Hydraulic Analysis for : 1 Supply .'System Demand Ad,d.'Out. Hose" 80 S! w. r� 70 __...__. g2 65.a418 60 _ h. 7 ._ __ Q- 50 �. w �. x.. 40 , D3 .. GJ , a. 30 _ 1LO r _ .. t 0 400 500 600 700 800 900 1000 1100 1200 130 Flow, gpm File:505-511 Main St FP.dwg Date 8/4/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:HYANNIS MULTI-USE Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 70 S2 Supply point#2-Residual 1208 66 D1 Elevation Pressure 0 11.3 D2 System Demand 53.4 40.6 D3 System Demand+Add.Out.Hose 153.4 40.6 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 70 77.6 29.3 153.4 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft ) (gpm/psi/2) (gpm/ft ) (gpm) (psi) (gpm/ft ) (gpm) (psi) S1 Overhead 130 4.9 0.1 13 7 0.1 13 7 Sprinkler S2 Overhead 130 4.9 0.1 13 7 0.101 13.1 7.2 Sprinkler S3 Overhead 130 4.9 0.1 13 7 0.102 13.3 7.4 Sprinkler S4 Overhead 130 4.9 0.1 13 7 1 0.107 1 14 8.1 Sprinkler File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:HYANNIS MULTI-USE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ft psi psi ft gpm gpm/ft psi gpm S1 Overhead Sprinkler 4.9 13 130 7 7 21 HEAD Open 0 0.1 -11.3 13 S2 Overhead Sprinkler 4.9 13.1 130 7.2 7 21 HEAD Open 0.1 0.101 -11.3 13 S3 Overhead Sprinkler 4.9 13.3 130 7.4 7 21 HEAD Open 0.3 0.102 -11.3 13 S4 Overhead Sprinkler 4.9 14 130 8.1 7 21 HEAD Open 1 0.107 -11.3 13 152 Node 7.4 21 NODE -11.3 151 Node 7.5 21 NODE -11.3 001 Node 8.4 21 NODE -11.3 005 Node 13.4 21 NODE -11.3 055 Node 30 3 NODE -3.5 062-0 Node 30 3 NODE -3.5 062-I Node 37.1 3 NODE -3.5 064 Node 40.6 -5 NODE 0 wl Supply -53.4 40.6 5 SUPPLY 0 I File:505-511 Main St FP.dwg Date 8/4/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 7 Job:HYANNIS MULTI-USE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) Ut) (ft) (psi) (psi) Path No: 1 S1 21 4.9 13 1 1x(BM.Tee-Run)=1 10.87 150 7 152 21 13 1.101 1 0.0305 0 11.87 0.4 152 21 13.1 1 1x(BM.Tee-Run)=1 0.28 150 7.4 151 21 26.1 1.101 1 0.111 0 1.28 0.1 151 21 13.3 1 1x(BM.Tee-Run)=1 2.5 150 7.5 001 21 39.4 1.101 1 0.2379 0 3.5 0.8 001 21 14 1 1x(BM.Tee-Run)=1 6 150 8.4 005 21 53.4 1.1011x(BM.Tee-Br)=5 6 0.4173 0 12 5 005 21 0 1.5 lx(us.Tee-Br)=11.65 74.63 150 13.4 055 3 53.4 1.598 4x(BM.90)=32 54.65 0.068 7.8 3x(BM.Tee-Run)=3 129.27 8.8 1x(BM.Tee-Br)=8 055 3 0 4 lx(coupling)=1.32 , 0.57 120 30 062-0 3 53.4 4.26 1.32 0.0009 0 1.88 0 062-0 3 0 4 2.43 0 30 AmesC200H 062-I 3 53.4 0 0 2.9282 0 *** 2.43 7.1 062-1 3 0 4 2x(us.90)=26.33 11 120 37.1 064 -5 53.4 4.26 26.33 0.0009 3.5 37.33 0.0 064 -5 0 4lx(us.90)=18.33 57.6 140 - 40.6 W 1 -5 53.4 4.3 18.33 0.0006 0 75.931 0.0 W 1 40.6 Path No: 2 S2 21 4.9 13.1 1 1X(BM.Tee-Br)=5 3 150 7.2 152 21 13.1 1.101 5 0.031 0 8 0.2 152 7.4 Path No: 3 S3 21 4.9 13.3 1 1X(BM.Tee-Br)=5 0.69 150 7.4 151 21 13.3 1.101 5 0.0318 0 5.69 0.2 151 7.5 Path No: 4 S4 21 4.9 14 1 1x(BM.Tee-Br)=5 2.34 150 8.1 001 21 14 1.101 5 0.0348 0 7.34 0.3 001 8.4 File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:HYANNIS MULTI-USE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/PSP/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.98 ft/s occurs in the following pipe(s): (005-001) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYANNIS MULTI-USE Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 ..... _ ..__ ___, _._,,, .... ._. „_, .,..., £ mm, _ __. f i9.9psi@153.4gpm(53.4gpm+100gpmadd.o,ut.hose) _.......... .. ._......._, ._.. _... ......._....... . .. ........... .... 70 _.,_ ....__.._, ..__ __..,. 65 ....._,.....; .,, ., .., ..,,... ..._..... ................. ...__, ,,..,.......,�,.,. w,._._,... ..,.._.._..__�,.,,_..,_..,....�..,.., _. ..._.,_ � � � 1 CL 50 45 0 45 .}...._ _.. .. ...._.. ..... ....... .... ....... _....... _ ... _.... r � i i £ 30 20 10 5 ..... _. , .. _._. _..._. _.._ , _.. - - - ....., _ T..... 0 i i O C O O O O G C C O Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 157 (AmesC200H, Size = 4); inlet Node: 062-1; Outlet Node: 062-0 18.8 ..___ ._... ... �.. _..... _...._ . .. ......_._ . " P r 1 8 .� , .... ,.,.� . .. �__ ..._.,. .,._..,._. ... .. ... .. ..�,...._._.,, ...__ ._,. m.. .. ...,_._. _ 12 8" .._.... .........._...................... . ......__ . ............_ ... _......... y.................. ................ _..., ......,..._........ ......_ ... .... t ..#,__,.., _._.. _...... ._.... _.__._. .._ ...y..... ....... . _..... ..,. •- . ............... .. .... t 7 108 ., ..__ ._...._- ... ......._ _,._..._t... .......... _� ........._, ,..._ € ._.... �_ -._ - ..._. rn a 8a 71ps1@534gpm —t 5 8_ 4.8 �-�- _..,__ j_...._. G o 0 0 0 o c o 0 0 Flow,gpm File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Q-7 �z k"= CALCULATION SUMMARY Project Name:HYANNIS MULTI-USE ;_," J Project Location: 505-511'MAIN ST: Drawing No. : City:. HYANNIS, MA 02601 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) RESIDENTIAL 520 153.4 Required 0.1 7 13 4 100 29.3 40.6 ;-fir►OF AI, �� yG .lASdN CATAt.F'O pp KAtiAN ` 'U, Fi.RE_PROIECTI�t qi GlS7f�¢ 8%4/17. File:505-511 Main St FP.dwg Date.8/412017 Copyright 0 2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:HYANNIS MULTI-USE Contract No. : City: HYANNIS, MA 02601 Project Location:.505-511 MAIN ST. Date:8/1/2017 Contractor Information Name of Contractor: . Address: City z , Phone Number: E-mail: Name of Designer: 'JK Authority Having Jurisdiction: AHJ Design'.: . Remote Area Name 1 Remote Area Location RESIDENTIAL Occupancy Classification RESIDENTIAL Density(gpm/ft') 0.1 Are'a'of"Applcation(ft?) 520 Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers p 4 In=Rack Demand(gpm) 0 . . Special.Heads t: v Hose Streams(gpm) 100 `• Total Water Required(incl.Hose Streams)(gpm) 153.4 u; Required Pressure at Source(psi) 40.6 i Type of System Wet Volume-Entire System (gal) 61.1 gal Water Supply Information Date 8/3/17 Location 505 MAIN ST Source W1 tj Notes ,, i - File:505-511 Main St FP.dwg Date 8/4/2g17 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job•:;HYANNIS.MULTI-USE s Node Labels: Off . - ... , N Off , PJpe Labels: Off Diagram for De gn Area : 1 r£ ' "1 Y Optimized Hydraulic Simpl+feed_.) - p s. File:505-511 Main-St FP.dwg is Date 8/4/201.7.: Copyright @ 2002-2012 Tyco Fire Protection Products Page 3 Job:�HYANNIS MULTI-USE Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water--.-. upply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 70 1208 66 Su'pply'Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (Psi) (gpm) (psi) (gpm) (Psi) W 1 70 66 1208 70 153.4 40.6 Koses. ., Inside Hose Flow/Standpipe Demand(gpm) .� E••�Otiiside Hose Flow(gpm) Additioiial'Ouiside Hose Flow(gpm) 100 Qfher(custom defined) Hose Flow(gpm) hi Total HWSd'Flow(gpm) lob .�• Owehead Sprinkler Flow(gpm) ;.. _.. .... 53.4 _.. . ._ . .. . .. __......._.._..........._, , . 1 InRack'Sprinkler Flow(gpm) 0. i h Other(custom defined)Sprinkler Flow(gpm) 0 ... ..... ................. .................................... Total Sprinkler-Flow(gpm) 53.4 Required MaYgih'of Safety(psi) 0 .: 1N1 -Pressure(psi) 40.6 :tn/q:. _,Flow(gPm)', 53.4 Demand w/o.System Pump(s) N/A L,rI Y 4 File:505-511 Main St FP.dwg Date 8/4/2017 " Copyright®2002-2012 Tyco Fire Protection Products .-Rage 4 a,q .. Job:HYANNIS MULTI-USE { H. L _a .,r�., _ is :; draulic Analysis for 1 Y; Hy Supply System Demand , Add.Out:Hose 80 70 6518 7777777 60 , -- A_>.<, i N 40 D3 0. 30 20 10 0 �.. Lj 0 400 : 500 600 ::: 700 800 900 1000 1100 1200 130 Flow 9P m. File:505-511 Main St FP.dwg Date 8/4/2017, _ Copyright 02002-2012 Tyco Fire Protection Products Page 5 Job':'HiYANNIS MULTI-USE Hydraulic Analysis for : 1 Gyraph°Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 70 S2 Supply point#2-Residual 1208 66 D11 Elevation Pressure 0 11.3 D2 System Demand 53.4 40.6 D3 System Demand+Add.Out.Hose 153.4 40.6 'Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow(gpm) Supply 70 77.6 29.3 153.4 Opelrr'Heads Required Calculated Head Ref.. Head Type Coverage K-Factor Density. Flow Pressure Density Flow ::Pressure (ftz) (gPm/Psf�/z) (9Pm/�z) (gpm) (psi) (9Pm/ftz) (gpm) -Overhead Sprinkler. 130 4.9 0.1 13 7 0.1 13 7 - ...._ . . ._ r Overhead 130 4.9 0.1 .._ .13 7 :. :0.101- 13.1 !; 7,2... , c= Sprinkler Ove`rhead.'..: 130 4.9 0.1 13 . . .. 0.Y02 13.3 7.4 Sprinkler. Overhead S4 130 4.9 0.1 13 7 0.107 14. 8.1 ;- { , , i. File:505-511 Main St FP.dwg Date:8l4l2017 - Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 ` Job`i HYANNIS MULTI-USE Hydraulic Calculations/Fluid Delivery TimeAnalysis N ` ode Data Node#. Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Ele v 1 Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge 2 9Pm/Psi'/2 gpm ft psi Psi gpm gpm/ft2 psi gpm S1., ; :Overhead Sprinkler 4.9 13 130 7 7 . 21 HEAD Open 0 0.1 -11.3 13 S2 Overhead Sprinkler 4.9 13.1 130 7.2 7 . .21 :-__} .HEAD_ _ . Open 0.1 0.101 -11.3 13 S3 Overhead Sprinkler 4.9 13.3 130 7.4 7 21-' HEAD , Open 0.3 0.102 -11.3 13 S4 Overhead_Sprinkler 4.9 14 130 8.1 7 _. 21 HEAD : Open 1 0.107 -11.3 13 '152,..... Node: : 7.4 21- NODE: -11.3 1;51.: ` Node 7.5 21 .. NODE. -11.3 .001... .Node 8.4 21 NODE -11.3 005 Node 13.4 `.1 ,;:: NODE- -11.3 r, ,y 055, Node 30 3 . NODE -3.5 062=0 Node 30 -3.5 ,. 062-I Node 37.1 '3,' ....NODE -3.5 Node 40.6 _ 0 W1 StMppiy -53.4 40,6 51 . ...SUPPLY 0 y , File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 _. .. `Job:.HYANNIS MULTI-USE Hydraulic Calculations : PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) :Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (9pm/Psis/2) WPM) (in) (tt) (tt) (Psi) (psi) Path No: 1 21 4.9 13 11X(BM.Tee-Run)=1 10.87• 150 7 152< 21 13 1.101 1 0.0305 0 11.87 0.4 21 13.1 11X(BM.Tee-Run)=1 0.28 150 7.4 21 26.1 1.101 1 0.111 0 j 1.28 0.1 1:5=,1 21 13.3 1 1x(BM.Tee-Run)=1 2.5 150 7.5 001 ;' .21 39.4 1.101 1 0.2379 0 "" 3.5 0.8 001 21 . 14 11x(BM.Tee-Run)=1 6 150 8.4 005;` 21 53.4 1.1011x(BM.Tee-Br)=5 6 0,4173 0 12 5 0`05,, 21 0 1.5lx(us.Tee-Br)=11.65 74.63 150 13.4 Q53I 1 3 53.4 1.598 4x(BM.90)=32 54.65 0.068 '7.8 3x(BM.Tee-Run)=3 129.27 8.8 1X(BM.Tee-Br)=8 055 3 0 41x(cciupling)=1.32 0.57 120 30 062 ,.3 53.4 4.26 . .. 1.32 -: 0.0009 1.88 .p 3 0 4 2.43 0 .: . 30 AmekC 6011 53.4 0 0 ... 2.9282 . 0 2.43 .7,1 062 I ..:...... __ 3 0 4 2x(us:90)=26.33 11 120.. .:.37.1...n..: -5 53.4 4.26 26.33 0.0009 3.5 l.9 _ I 37.33 0.0 ...... .__._.._.-...... 064 -5 0 41x(bs".90)=18.33 57.6 140 40.6 -5 53.4 4.3 18.33 0.0006 0 75.93 0.01 t 40.61 iPath No 2. 21 4.9 13.1 1 lx(BM.Tee-Br)=5 3 150 7.2 152 21 13.1 1.101 5 0.031 0 162 7.4' Path.No: 3 - S3 21 4.9 13.3 11x(BM.Tee-Br)=5 .0.6? 150 7.4 15.1 21 13.3 1.101 5 0.0318 0 75 Rath No:.;.. 4._,_ i S4 21 4.9 14 1 ix(BM.Tee-Br)=5 . 2.34 150 8 091 r 2.1 14 1.101 5 0.0348: .....,. .. 0 y 7.34 8.4 File:505-511 Main St FP.dwg 4 Date 8/4/2017 Copyright 0 2002-2012 Tyco Fire Protection Products =Page 6 i. ._.... - _ _ }Jd_b`-HYANNIS MULTI-USE Hydraulic Calculations - -' - PIPE INFORMATION ~Node 1 Elev 1 K Factor 1 Flow added (q) Nominal ID Fittings L C Factor, total Pt ( ) JNo�e 2 Elev 2. K-Factor 2 Total flow (Q) Actual ID quantity x.(name) = length F Pf per ft elev(Pe) NOTES ...... .......- T frict(Pf) (ft)._. (gpm/psiVz) (gPrn) (in) (ft) (ft): (Psi.) (Psi) Pressures are,balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. h -* -Maximum Velocity of 17.98 ft/s occurs in the following pipe(s): (005-001) r ** Device pressure loss (gain in the case of pumps) is calculated from the device's.curve: If the device curve is anted with `this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing;The friction- loss.per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C;Factor-Values ,;are irrelevant as"the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely;on the.curve data. - ---- � t._.. _ _ -.... .. .. -... a, a. r ! l x File:505-511 Main St FP.dwg - Date 8/4/2017 Copyright 02002-2012 Tyco Fire Protection Products �Page.9 f ,, Job`:HYANNIS MULTI-OSE Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 80 ig;9psi@1'53:4gpm(53.4gpm+100gprnadd.out hose) 70. i65- .. -. _. ..............._,... ............_...._....... ..........,__........ __..............._ ..........._..._...,_.._. ..... __ _. _. Ix 60 i 121) q I E ......... N E } 40 �. -- ... ......................................... ........ ...... ........ ...... a ss I .................. ........... . .... I 20 t.._.______....,._......_. ....._..__..._.._I_.._......_....._._ __._._ ._., E _..� ........ _5 .:....., Flow,9pm 4Y. Pressure Loss Function"` Design Area: 1; BFP Ref.: 157 (AmesC200H, Size = 4); Inlet Node: 062-1; Outlet Node: 062-0 18.8 k...... ............. } ( ... ...... I a 16:8 .... .. y 15.8 13 8 N 128 — ....... n. y 9.8 i _.. 71psi::@534gp'm _.: z:s i _F 6.8 _ S.8 •,_ .... i•_... _ .. _ _.__._.....___ _...... 1. 3.8 ....... .,,,,.._ .....i... ._ I ........ ................ ......... .c........ ._.._... ....__ .. 3 �r8 .,_.. ......._ ... ...... .... . ..... ... • � O v1 'O O�• O O'.' •O O:.� O Flows 9pm x File:505-511 Main St FP.dwg Date 8/4/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Wage 10 ;; ti { I Y ' 0 U W.a o'ate. o w GENERAL NOTES: - Na SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED PER NFPA 13 2013 EDITION.REMOTE AREA 1 IS DESIGNED FOR A LIGHT HAZARD RESIDENTIAL .- .. RARCENEo".x eFAc saf THREADING%REa• OCCUPANCY AND IS WET PIPE HYDRAULICALLY CALCULATED WITH A MAX SPACING OF 16'x 16'TO ADENSITYOF.IO GPM OVER 4 SPRINKLERS; - TT IS FURNISH WITH ME HANGER ANO IS SHE MINIMUM FASTENER SIZE ACCEPTABLE AT A MINIMUM FLOW OF 13 GPM AT 7 PSI PER VIKING RESIDENTIAL PENDENT SPRINKLER SPECS,WITH A 100 GPM HOSE ALLOWANCE I'ALL MATERIALS USED ARE TO BE UL LISTED AND COMPLY WITH NFPA13(2013 EDITION)AND THE MASSACHUSETTS STATE BUILDING CODE(8TH —� _� ;1i—Wood Beom 46 EDITION). THE DRAWING BACKGROUND,INCLUDING WALL AND DOOR LOCATIONS HAVE BEEN PROVIDED BY OTHERS.ACCURACY OF WALL LOCATIONS AND �.� DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH REGARDS TO PIPE ROUTING AND PROXIMITY TO OBSTRUCTIONS. `- / ` t THE SCOPE OF WORK IS TO SPRINKLER A BUILDING WITH MULTIPLE OCCUPANCY CLASSIFICATIONS. �� ,v L>VC SINGLE FASTENER STRAP TYPE RANGEROWNER IS REQUIRED TO PROVIDE TEMPERATURE OF 407 MINIMUM FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM.THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-25. WOOD BEAW HANGER rPi✓� HANGER' ELECTRICAL OR ALARM WIRING OF DEVICES PROVIDED UNDER THE SPRINKLER SCOPE IS TO BE DONE BY OTHERS IN ACCORDANCE WITH NFPA72 HANGER CODE!j5 �� e HANGER CODE 27 •LATEST EDITION. �[JdgLel /� PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13.HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. ALL IST FLOOR PIPING TO BE BLACK STEEL SPRINKLER PIPE ALL CONCEALED PIPING ON RESIDENTIAL LEVELS TO BE UUFM LISTED AND APPROVED CPVC WITH CPVC FITTINGS AND HANGERS. ° ELEVATIONS ARE TO CENTERLINE OF PIPE ABOVE THE FINISHED FLOOR --�— x ALL DIMENSIONS ARE CENTER TO CENTER. RESIDENTIAL-SPRINKLERS SHALL MEET THE OBSTRUCTION RULES ON NFPA 13,2013 EDITION. MAXIMUM RESIDENTIAL PENDENT SPRINKLER SPACING IS 16'x 16* " ALL COMBUSTIBLE CONCEALED SPACES SHALL BE PROTECTED PER NFPA 13,2013 W _ ' PotiQt.•CIFFraai e'u /� P D Z C. Z SYNI �CNT POSITION FIN€S- TEMP I K NPT SIN I MFG. MODEL a o y 11 FEND WHITE 155 5.60 1�2" VK462 VIKING VC462 ? p°°`sue al a � SVI� 3F 68 oND WHITE 165 4.90 1/2" ;VK457 VIKING VK4579 — s NEW 4'FIRE SERVICE PIPING PROVIDED ET ' OTHERS IN ACCORDANCE WTH NFPA 26 - CL • r y. ............. :: .. Ai L,I ............ ........- bp9 I - ! � - r • i a ' ! M . �. ! ! f� .. i t Iw sf #ts € t1 ki HYANNIS MULTI USE PEAK MAIN$T.MYANNIS.MA (� IRE PROTECTION d.. ve•_�-o woe Spy-$11 � � 3 2 4 0POOK ST..Q25E' .n / SCITUATE• MA 02066 n�K -FP FLOOR PLANS €- -' PHONE:(781) 232-7272 i . MODIFICATIONS TO THE EXISITING AUTOMATIC SPRINKLER SYSTEM ti AT Residential Addition 505-511 Main St. Hyannis, MA FIRE PROTECTION DESIGN NARRATIVE August 41", 2017 Prepared By, Prometheus Life Safety SH o All JASON CATALFO Gny �. KAHAN U FIRE PR07 Ef:rION m N GAS ER �� pNAI 8/4/17 Sprinkler System Modifications Design N rrative ;p>-5I 1 Main St. 8/4/17 TABLE OF CONTENTS SECTION PAGE TABLE OF CONTENTS INTRODUCTION AND BUILDING DESCRIPTION 1 CODE REVIEW/HAZARD CLASSIFICATION 1 SPRINKLER SYSTEM MODIFICATIONS DESCRIPTION 2 HYDRAULIC CALCULATIONS 2 ACCEPTANCE TESTING 3 MAINTENANCE TESTING 3 r Y APPENDIX A—HYDRAULIC CALCULATIONS 4 vi Sprinkler System Modifications Design'Narrative 05-5 I I Main fit. 8/4 17 .INTRODUCTION AND BUILDING DESCRIPTION The purpose of this Fire Protection Design Narrative is to describe the proposed modifications to the existing automatic sprinkler system to accommodate the new 2"d floor consisting of residential units. As well as verify that there is sufficient water supply for the existing sprinkler system. The existing building is built of combustible construction and is multi-use. The sprinkler system protecting these spaces is to be in accordance with all state and local code requirements. Existing sprinkler system riser and 1st floor system to remain. CODE REVIEW/HAZARD CLASSIFICATION The work of this project involves the modifications of the existing wet-pipe system to enhance the safety of building occupants and protect the structure against damages from fire due to new tenant layout. Design Criteria&Rationale for System Selection The work for this project is governed by the National Fire Protection Association (NFPA 13, 2013) and the Massachusetts Building Code (780 CMR). The authority having jurisdiction is the Hyannis Fire Department. Building Code Analysis (type of construction and height and area limitations) This structure is constructed of wood decking and structural members. Classification of Occupancy/Design Criteria The existing structure is used as a single level multi-tenant Retail Occupancy (M) The sprinkler system protecting this building is a hydraulically designed system to be sufficient for an Ordinary Hazard Group 2 Occupancy. The water pressure appears to be more than sufficient for the light hazard residential addition. r 1 Sprinkler System Modifications Design Narrative 505-51 l Main St. 8/4/1 7 SPRINKLER SYSTEM MODIFICATIONS DESCRIPTION The modifications to the sprinkler system will include the addition of a 1-1/2" wet riser zone and sprinkler protection at the 2nd floor residential addition. ACCEPTANCE TESTING The sprinkler contractor shall conduct a hydrostatic test on the system at 200 psi for two hours. Additionally, a main drain test shall be conducted and a control valve tamper switch closure tests will also be conducted. MAINTENANCE TESTING A testing and maintenance program, which meets the requirements of NFPA Standard 25 shall be required to be under-contract with a licensed sprinkler contractor. Test programs shall be in accordance with Table 5-1. and 12-1 of NFPA 25 and include the following: Weekly - Owner inspect to see that control valves are open, unobstructed and not leaking and all system gages are normal. Quarterly - Alarm Test, Main Drain Test Visual Inspection of Fire Department Connection Yearly - Test Backflow Assembly (DCVA)per State requirements Visually Inspect Pipe Hangers & Bracing in Accessible Spaces Conduct full Flow Test to verify water supply to sprinkler system Record static, residual and flow readings. 5 Years Internally inspect all check valves. 2 i i 1-7 Z4g40 MODIFICATIONS TO THE EXISITING AUTOMATIC SPRINKLER SYSTEM AT Residential Addition 505-511 Main St. Hyannis, MA FIRE PROTECTION DESIGN NARRATIVE August 4'h, 2017 Prepared By Prometheus Life Safety OF JASON CATALF0 r7 KAHAN FIRE PROTECT101V ;us N . G'I's � l 8/4/17 c `priAler Sv stcm� [Viodificaiions L)csign Narrative M(f;_S 11 Hain St:, 8/<.;/1 7 TABLE OF CONTENTS SECTION PAGE TABLE OF CONTENTS INTRODUCTION AND BUILDING DESCRIPTION 1. CODE REVIEW/HAZARD CLASSIFICATION 1 SPRINKLER SYSTEM MODIFICATIONS DESCRIPTION 2 HYDRAULIC CALCULATIONS 2 ACCEPTANCE TESTING 3 MAINTENANCE TESTING 3 APPENDIX A-HYDRAULIC CALCULATIONS 4 ii Sprinkler System N14odifscations Design Narrative INTRODUCTION AND BUILDING DESCRIPTION The purpose of this Fire Protection Design Narrative is to describe the proposed modifications to the existing automatic sprinkler system to accommodate the new 2nd floor consisting of residential units. As well as verify that there is sufficient water supply for the existing sprinkler system. The existing building is built of combustible construction and.is multi-use. The sprinkler system protecting these spaces is to be in accordance with all state and local code requirements. Existing sprinkler system riser and I"floor system to remain.. CODE REVIEW/HAZARD CLASSIFICATION The work of this project involves the modifications of the existing wet-pipe system to enhance the safety of building occupants and protect the structure against damages from fire due to new tenant layout. Design Criteria& Rationale for System Selection The work for this project is governed by the National Fire:Protection Association (NFPA 13, 201.3) and the Massachusetts Building Code (780 CMR). The authority having jurisdiction is the Hyannis Fire Department. Building Code Analysis (type of construction and height and area limitations) This structure is constructed of wood decking and structural members. . Classification of Occupancy/Design Criteria The existing structure is used as a single level multi-tenant Retail Occupancy (M) The sprinkler system protecting this building is a hydraulically designed system to be sufficient for an Ordinary Hazard Group 2 Occupancy. The water pressure appears to be more than sufficient for the light hazard residential addition. 1 Sprinkler System Modi cadiom l:esigm Narrative SO,-5 11 Main St;, 8/4/17 SPRINKLER SYSTEM MODIFICATIONS DESCRIPTION The modifications to the sprinkler system will include the addition of a 1-1/2" wet riser zone and sprinkler protection at the 2"d floor residential addition. ACCEPTANCE TESTING The sprinkler contractor shall conduct a hydrostatic test on the system at 200 psi for two hours. Additionally, a main drain test shall be conducted and a control valve tamper switch closure tests will also be conducted. MAINTENANCE TESTING A.testing and maintenance program, which meets the requirements of NFPA Standard 25 shall be required to be under contract with a licensed sprinkler contractor. Test programs shall be in accordance with Table 5-1 and 12-1 of NFPA 25 and include the following: Weekly - Owner inspect to see that control valves are open, unobstructed and not leaking and all system gages are normal. Quarterly - Alarm Test, Main Drain Test Visual Inspection of Fire Department Connection Yearly - Test Backflow Assembly (DCVA) per State requirements Visually Inspect Pipe Hangers & Bracing in Accessible Spaces Conduct full Flow Test to verify water supply to sprinkler system Record static,residual and flow readings. 5 Years - Internally inspect all. check valves. 2 - --- --- -- -- ---------.-......_....__ Z O n CL oam 5; GENERAL NOTES: a SPRINKLER SYSTEM IS HYDRAULICALLY DESIGNED PER NFPA 132013 EDITION.REMOTE AREA I IS DESIGNED FOR A LIGHT HAZARD RESIDENTIAL HARDENED HEX HEAD SELF THREADING SCREW rL MI FURNISHED FASTENER OCCUPANCY AND IS WET PIPE HYDRAULICALLY CALCULATED WITH A MAX SPACING OF I6'X16'TO A DENSITY OF.IO GPM OVER 4 SPRINKLERS, M FURNISHED THE HANGER AND IS THE M SIZE ACCcPTA3LE— AT A MINIMUM FLOW OF 13 GPM AT PSI PER VIKING RESIDENTIAL PENDENT SPRINKLER SPECS,WITH A 100 GPM HOSE ALLOWANCE. I ` ALL MATERIALS USED ARE TO BE UL LISTED AND COMPLY WITH NFPA13(2013 EDITION)AND THE MASSACHUSETTS STATE BUILDING CODE(BTH U — i --Wood Beam EDITION). ' !N i THE DRAWING BACKGROUND,INCLUDING WALL AND DOOR LOCATIONS HAVE BEEN PROVIDED BY OTHERS.ACCURACY OF WALL LOCATIONS AND — DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR WITH REGARDS TO PIPE ROUTING AND PROXIMITY TO OBSTRUCTIONS. 01 I THE SCOPE OF WORK IS TO SPRINKLER A BUILDING WITH MULTIPLE OCCUPANCY CLASSIFICATIONS. rr�� •/ `---. �v 'PVC SINGLE FASTENER STRAP TYPE HANGER OWNER IS REQUIRED TO PROVIDE TEMPERATURE OF 407 MINIMUM FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM.THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-25. WOODEAM i-iAGf_N _ G CPV„r HANGER ELECTRICAL OR ALARM WIRING OF DEVICES PROVIDED UNDER THE SPRINKLER SCOPE IS TO BE DONE BY OTHERS IN ACCORDANCE WITH NFPA72 H.4NGFR CODF %5 ?O( HANGE,4 CODE //27 -LATEST EDITION. 77 PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPAf13.HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE, ALL IST FLOOR PIPING TO BE BLACK STEEL SPRINKLER PIPE c ALL CONCEALED PIPING ON RESIDENTIAL LEVELS TO BE UUFM LISTED AND APPROVED CPVC WITH CPVC FITTINGS AND HANGERS. ELEVATIONS ARE TO CENTERLINE OF PIPE ABOVE THE FINISHED FLOOR. 's= ALL DIMENSIONS ARE CENTER TO CENTER. ` —77 RESIDENTIAL SPRINKLERS SHALL MEET THE OBSTRUCTION RULES ON NFPA 13,2013 EDITION. MAXIMUM RESIDENTIAL PENDENT SPRINKLER SPACING IS 16'X 16 J� �_ �•F a ALL COMBUSTIBLE CONCEALED SPACES SHALL BE PROTECTED PER NFPA 13,2013 �aH•.��.:teER,,.L EnH*�Rt R,«R�sLH .•.a r<e -� �' _ _..---. _ .._ ._. x yy cPo q s lal -E .'-TRIC HELL 0- J 7 E Z Z t SYM CNl ?OSITION fINISf TEMP K, NP? 'SIN MF G. MGUE.L N rviJ V 0 1 PEND 1WHIFE 55 5.6U 1/2" VK462 VIKING j VK462 z du ac _ 168 =END WHITE 65 4.90 '/2" VK457 VIKING VK457 ? HTTL. H�BLE -- -------- > �. --- -- - -- NEW 4'FORE SERVICE PIPING PROVIDED BY OTHERS IN ACCORDANCE VITH NFPA 24 —� L�L— I y�q I ; 3 ' S i 0 � r' U I ...... S tl - i G j r i i } i i I i I j I 17111, :3;3di3 ;q111}}1fI1 vill 1, pi�� :' 3.1) i I..1� ,. . TY S �• I. rift �.. 3i i I I � i i '-HYANNIS MULTI USE PEAK FP 1 n ,_ ,�=-505-511 mA1N ST.HYANNIS,na = ._ �. e z IRE PROTECTION 1 EE 1 4 BROOK 6T.225E 1 SCTUATE,MA 02066 -4F FLOOR PLANS ?HONE:(781) 232-7272 j CALCULATION SUMMARY Project Name:HYANNIS MULTI-USE Project Location: 505-511 MAIN ST. Drawing No. : City: HYANNIS, MA 02601 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft ) (9pm) (psi) (gPrn/ft ) (psi) (9pm). # (gprn) (psi) 1 Demand(HW) RESIDENTIAL 520 153.4 Required 0.1 7 13 4 100 29.3 40.6 IAr�UN CATALF0 �fi� O t l FtRiE_2_TECTtC}t f rrs N 4 &8 8/4%17 File:505-511 Main St FP.dwg Date 8/4/2017 Copyright@2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:HYANNIS MULTI-USE Contract No. : City: HYANNIS, MA 02601 Project Location: 505-511 MAIN ST. Date:8/1/2017 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: JK Authority Having Jurisdiction: AHJ Design Remote Area Name 1 Remote Area Location RESIDENTIAL Occupancy Classification RESIDENTIAL Density(gpm/ft2) 0.1 Area of Application(ft') 520 Coverage per Sprinkler(W) 130 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 153.4 Required Pressure at Source(psi) 40.6 Type of System Wet Volume-Entire System (gal) 61.1 gal Water Supply Information Date 8/3117 Location 505 MAIN ST Source W 1 Notes File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:HYANNIS MULTI-USE Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:HYANNIS MULTI-USE Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft ) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft ) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 70 1208 66 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 70 66 1208 70 153.4 40.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 53.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 53.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 40.6 W1 -Flow(gpm) 53.4 Demand w/o System Pump(s) N/A File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:HYANNIS MULTI-USE Hydraulic Analysis for : 1 Lb Supply, System Demand Ad:d.Out. Hose 80 70 ...� �� _ _ ._,_ _ ,_ . _.. _. �_ =S2 65 18 s 5 � ,�x:�, �>.�.�.�. �M � � xx�,,ax ..�>, ,a•x��.>.,.� >. �.x. > �. .<� ..�... �>.> .,e .�>a, ,. «a....�...,„ ,�.,,,� MI ,.. .,..e. ,..m.�,,.�.. t 60 _ _.... CmL 50 1 > i 40 D3 � � � �• �� tl. r 20 �. 71, 10 E.,v x•> a £ s„r,,. sa��. „T,�..,. � ..., wu. ,. :,� ,. v.. a�,v ,.,,>h:;:,, ..�., xw,:,, a...�....>�, ... .,, .w>..av:>.. .x,.. ...w....>m,... ...msse�v...s,.,yy, .,vim. 0 0 400 500 600 700 800 900 1000 1100 1200 13011 Flow, gpm File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:HYANNIS MULTI-USE Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 70 S2 Supply point#2-Residual 1208 66 D1 Elevation Pressure 0 11.3 D2 I System Demand 53.4 40.6 D3 ISystem Demand+Add.Out.Hose 153.4 40.6 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure (psi) @ Flow (p ) (gpm) (P ) (gpm) Supply 70 77.6 29.3 153.4 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft ) (gpm/psi1/2) (gpm/ft ) (gpm) (psi) (gpm/ft ) (gpm) (psi) Overhead S1 130 4.9 0.1 13 7 0.1 13 7 Sprinkler Overhead S2 Sprinkler 130 4.9 0.1 13 7 0.101 13.1 7.2 S3 Overhead 130 4.9 0.1 13 7 0.102 13.3 7.4 Sprinkler S4 Overhead 130 4.9 0.1 13 7 0.107 14 8.1 Sprinkler 4 i File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:HYANNIS MULTI-USE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres: Req. Discharge gpm/psi'/z gpm ft psi psi ft gpm gpm/ft psi gpm S1 Overhead Sprinkler 4.9 13 130 7 7 21 HEAD Open 0 0.1 -11.3 13 S2 Overhead Sprinkler 4.9 13.1 130 7.2 7 21 HEAD Open 0.1 0.101 -11.3 13 S3 Overhead Sprinkler 4.9 13.3 130 7.4 7 21 HEAD Open 0.3 0.102 -11.3 13 S4 Overhead Sprinkler 4.9 14 130 8.1 7 21 HEAD Open 1 0.107 -11.3 13 152 Node 7.4 21 NODE -11.3 151 Node 7.5 21 NODE -11.3 001 Node 8.4 21 NODE -11.3 005 Node 13.4 21 NODE -11.3 055 Node 30 3 NODE -3.5 062-0 Node 30 3 NODE -3.5 062-I Node 37.1 3 NODE -3.5 064 Node 40.6 -5 NODE 0 W1 Supply -53.4 40.6 -5 SUPPLY 0 File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:HYANNIS MULTI-USE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi/2) Wpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S1 21 4.9 13 1 1X(BM.Tee-Run)=1 10.87 150 7 152 21 13 1.101 1 0.0305 0 11.87 0.4 152 21 13.1 1 1X(BM.Tee-Run)=1 0.28 150 7.4 151 21 26.1 1.101 1 0.111 0 1.28 0.1 151 21 13.3 1 1x(BM.Tee-Run)=1 2.5 150 7.5 001 21 39.4 1.101 1 0.2379 0 3.5 0.8 001 21 14 1 1x(BM.Tee-Run)=1 6 150 8.4 005 21 53.4 1.101 1X(BM.Tee-Br)=5 6 0.4173 0 12 5 005 21 0 1.5 lx(us.Tee-Br)=11.65 74.63 150 13.4 055 3 53.4 1.598 4x(BM.90)=32 54.65 0.068 7.8 3x(BM.Tee-Run)=3 129.27 8.8 1X(BM.Tee-Br)=8 055 3 0 4 lx(coupling)=1.32 0.57 120 30 062-0 3 53.4 4.26 1.32 0.0009 0 1.88 0 062-0 3 0 4 2.43 0 30 AmesC200H 062-I 3 53.4 0 0 2.9282 0 *** 2.43 7.1 062-I 3 0 4 2x(us.90)=26.33 11 120 37.1 064 -5 53.4 4.26 26.33 0.0009 3.5 37.33 0.0 064 -5 0 4 lx(us.90)=18.33 57.6 140 40.6 W1 -5 53.4 4.3 18.33 0.0006 0 75.931 0.0 W 1 40.6 Path No: 2 S2 21 4.9 13.1 1 1X(BM.Tee-Br)=5 3 150 7.2 152 21 13.1 1.101 5 0.031 0 8 0.2 152 7.4 Path No: 3 S3 21 4.9 13.3 1 1X(BM.Tee-Br)=5 0.69 150 7.4 151 21 13.3 1.101 5 0.0318 0 5.69 0.2 151 7.5 Path No: 4 S4 21 4.9 14 1 1x(BM.Tee-Br)=5 2.34 150 8.1 001 21 14 1.101 5 0.0348 0 7.34 0.3 001 8.4 File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:HYANNIS MULTI-USE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi/2) Wpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17,.98 ft/s occurs in the following pipe(s): (005-00') *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:HYANNIS MULTI-USE Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 ....__........._ .......__ _ __ ...... S i9.9psi@153.4gpIm 53.4gpm+100gpm add:'out.hosej s .-- , ....... ..._.... . . .. E � t 70 __ _ ___....- _........ _..____._._ ____ .____A.._._. .......... _.. ._...... 65 .._,_z ... ;_. _ _...,. ...._ ...�. ... € l 1 3 ....._.. 60 55 45 . .. r..M... . ..... I Y 35407 a_., l....... a ........... 30 1 ( i � 25 .. .........._ .. ... d._ b - { __ _. — . 20 l 3 { 10 _... I 5 .....1. _ ... _..._ �..... .............. .. .... ._. 0 E 3 Flow,gpm Pressure Loss Function Design Area: 1; SFP Ref.: 157 (AmesC200H, Size = 4); Inlet Node: 062-I; Outlet Node: 062-0 1ss. ....._. ...�. _ .. .... _ ........ ....._.. ......... ...... i 17 15.8 ................... 1 I I I ... ._ ,_. ...d -......- ._ ? .. .. 3 s 13s- p i.... .. f.... Q 1 .. i.. 10.8 .. I — ; i 9.8 s 3 1 i I 7 (L 8.8 __ ___. 7.1 psi @ 53.4 gpm 7s _. € (j F 4.8 3.8 imm ( 4 I 1 E t 7L-- :..8 1 Flow,gpm File:505-511 Main St FP.dwg Date 8/4/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Bull [)INC-A IDEPT November 8, 2017 TO\NIN OF BgBNSTABu�- James D. Smith, Architect 522 Bay Lane Centerville, MA 02632 508-367-8920 Mr. Jeffrey Lauzon Chief Local Building Inspector Town of Barnstable Building Department Services Town Office Building 200 Main St. Hyannis,MA 02601 RE: Thind Family Trust Building, 501-511 Main St., Hyannis, MA 02601 :Dear Inspector Lauzon: I hope the following fully explains the above referenced project: ARCHITECTURAL AND CIVIL DESIGN AND BUILDING CODE NARRATIVE PROJECT BACKGROUND Owner of the above referenced building, and operator of the Indian Pavilion Restaurant, Narinder Thind,hired me several months ago to design for him a second floor addition to his building that would allow him to create as many viable single bedroom apartments as possible. Mr. Thind's ambition was to get the project underway as quickly as possible and to have it completed and the units ready for rental by Memorial Day of 2018. He had already spoken to several people in Town and been told that the Town was very interested in projects just like this to help deal with the growing housing shortage in Hyannis. I immediately met with Paul Roma and Ellen Swiniarski to determine if there were any Zoning or Building considerations that would immediately suggest the project was not feasible. It was confirmed that there was ample parking on the site to accommodate nine units and that the property was properly zoned for the project,that no elevator was required as long as there were no more than nine units. It was explained to me that we would need to go before the Main St. Historic Commission and that a civil engineer would need to be hired to do a proper survey and to present the project in Site Plan Review. I retained civil engineer Dan Ojala, of Down Cape Engineering, with whom I have worked many times over the last thirty years, and who I know has done many projects in Barnstable. Dan met with Fire Chief Melanson to review his concerns with the site and addressed them in his site plan. I studied the architectural guidelines carefully, rode up and down Main St., and designed a building that I thought would be well received. HISTORIC The building design I came up with to me met all the criteria of the Architectural Guidelines and also captured what I thought was the best elements of some of the other residential projects that have been done in the downtown area in recent years. In addition to incorporating traditional colonial and"Shingle Style" forms and materials in the new second floor, I have also introduced the same materials to most of the existing first floor to unify the whole building and make attractive the presently drab block walls. The existing brick storefront remains but all the storefront will be updated and a new landscaped outdoor seating area added in front. The block walls at the right side and rear will be sided with weathered gray shingles to match the new second floor. The design was very well received by the Commission, who had only very minor changes,mostly to do with the exterior signage. The design was approved easily at the second meeting. The exterior elevations are of course part of the Construction Documents that have been submitted and a colored rendering is also available if you would like to see it. The Historic Board is in possession of copies of the colored rendering. SITE DESIGN Dan Ojala met with Zoning Department and Chief Melanson to arrive at a final site plan that was approved by All. Because the site is relatively large in back,Dan was easily able to accommodate one parking space for each tenant, ample space for maneuvering for entering, parking, and exiting,and also for a dumpster. He also satisfied everyone that the access drive from the street to the back worked well. The new architectural and site designs bring the building closer to the street and in line with the neighboring building, and created a new outdoor dining area for the Indian Pavilion and space for the tenants to display their merchandise near the sidewalk, all amenities the Town is trying to create on Main St. INTERIOR ARCHITECTURAL DESIGN The type of tenant that Mr. Thind is hoping to attract is a young single professional,perhaps one of the growing number of employees of the expanding Cape Cod Hospital. He feels and the broker who will be leasing the units for him agrees,that there will be great demand for these units by people who are upwardly mobile and therefore able to pay a high enough rent to justify outfitting the units with slightly better than average finishes,trim, appliances, millwork, and fixtures in the kitchens and bathrooms. The interiors will include tile and carpet, and skylights in the units where bedrooms have no exterior walls. There will be a common laundry room off the corridor and a card reader system at the two entry doors at street level for security. Each tenant will have their own dedicated rooftop heating and cooling units and separately metered electric service. The front units have terrific views of Main St. and all the units have plenty of large windows in the living areas. A: GENERAL SCOPE OF WORK; CONTSRUCTION PHASING Conceptually I thought from the start the best approach to adding the second floor would be to add it above the existing flat roof and to keep the existing flat roof in place, allowing the first floor tenants to remain open during most of the construction. Having said that there is regrettably a gable roof over a portion of the front of the entire existing building that has to be removed or it would of course stick up into the new second floor space. Also originally the existing rooftop units for the tenants were to be replaced with through-the-wall units in the back so heating/cooling to the tenants would not be interrupted but space in the back parking lot is too limited to fit those so the rooftop units for the first floor tenants must go on the new roof after it is built so they will have to remain closed until that HVAC work can be done. The phasing of the construction is proposed as follows: • Businesses close as soon as permit issued • Erect plywood barriers around front of work site as required • Remove front gable which overhangs sidewalk in front and wraps around right side • Remove existing HVAC units from roof; one unit to be reused is to be stored on site, other units removed • Remove existing paving and bricks at front of store • Do foundation work per foundation plan in front of building and at side for new fire stair • Construct short walls on existing concrete block walls between existing tenant spaces as shown on Cross Section in preparation of installing second floor framing • Provide Densglass 5/8" sheathing over existing roof to achieve 1 hr. fire rating; at new Second floor framing front of building provide (2) 5/8"fire rated gyp. bd. on strapping To underside of new second floor joists • Construct second floor deck over front columns and previous location of gable roof in front per plans • Tie in rough plumbing to waste and vent lines below; wrap fire proof all penetrations • Bring electrical service up from below • Provide new sprinkler heads above the first floor ceiling • Run sprinkler system piping through the new second floor deck as required to complete.. once second floor units are framed • New fire stairs can be constructed at same time work above is being done • Once second floor deck is on new second floor can be fully constructed • When new second floor roof is on locate existing tenant HVAC unit that is to be reused onto the new roof and locate new HVAC units for each apartment • Finish exterior first and second floors per plans • Finish second floor interiors per plans C oo • New Indian Pavilion hood is installed and ductwork run through new chase through new second floor to above new roof • When architect feels ongoing finishing of second floor units is not a danger to tenants or to the public below recommendation will be made to the Town to allow businesses to. reopen • Site work to progress as allowed by Winter weather, availability of asphalt paving in spring, and coordination with building construction • Architect will perform regular Construction Control mandated inspections and provide progress reports to the Building Inspector as required • When Architect feels apartments are completed and ready for occupancy provide Final Construction Control Affidavit and request Certificate of Occupancy • NO work is proposed for existing first floor tenants other than to replace existing Storefront framing and glazing The General Contractor is expected be awarded the contract and start construction in Mid- November and promises completion between four to six months depending on winter weather conditions. The apartments should be ready to lease by Mr. Thind's Memorial Day deadline. BUILDING CODES AND COMPLIANCE The Building Codes used to design the building and prepare the Construction Documents are as follows: IBC 2015 With Mass. Supplement Building Construction Type 5A Use Groups: First Floor B 18,000 sf 3 story with sprinkler 36,000 sf Second floor R2 12,000 3 story with sprinkler 24,000 sf Existing First Floor Tenants Spaces: 6,240 sf 1 story New Second Floor Apartments: 7,204 sf 1 story Fire Separation: Building is fully sprinkled so one hour walls exist between existing tenants and a one hour fire separation will be provided between first and second floors. A detailed"Fire Narrative"has been provided to the Inspector by the Company who designed and will be installing the sprinkler system and other fire safety components. Life Safety: Two means of egress are required from the new second floor and two new fire stairs are to be provided as remote from each other as possible per the Construction Documents F. ("CD's"). Emergency exit signs, emergency lighting are provided as required by code and per the plans. STRUCTURAL DESIGN: Building Code: IBC 2015 With Mass. Amendment Design Loads: a. Roof LL= Snow Load=30 psf Total Load=45 psf Allow for drifting & HVAC b. Wind Load= 110 mph+/--36 psf c. 1) Second Floor= Living areas LL= LL 40 psf TL 55 psf 2)Public corridors LL 100 psf TL 120 psf 3) Stair(metal pari) LL 100 psf + 300#concentrated over 4 si d)Existing first floor rework LL 100 psf TL 120 psf The structural design in the CD's submitted for permit has been designed by me with my Structural Engineer and refined by review with the GC's Truss Manufacturer whose final signed and sealed shop drawings will be submitted by me as soon as they are ready which should be very soon after the permit is issued. I will review and sign off on all shop drawings before they are issued to the Inspector. The Truss Manufacturer will be designing all beams and framing members. The foundation design is by me and my structural engineer. Because I am performing construction control I will be performing inspections of the footings, foundations walls, and all structural work, among other inspections, as the work progresses, and issuing reports to the Inspector. HVAC The HVAC design and installation.will be design-build by the Owner's HVAC Contractor. I have been coordinating their work with the building design and phasing of construction from the beginning and have had a strong influence over the decision that each apartment should have its own dedicated 2 ton RTU and that the tenant spaces should have new RTU's on the new roof once it is constructed. Because I am performing Construction Control I will be inspecting and reporting on the HVAC work as it progresses. PLUMBING It has been determined there is enough water service to the building to accommodate new sprinkler system and for the second floor apartments. There is a main waste line in the middle of the building that exists through the basement wall to Main St. All the new waste lines will be directed to this line. Looking at the cross section it is apparent there is more than enough room to run hot and cold water piping to the second floor units and to run waste lines. The Owner will pay for Apartment Tenants' water so separate water meters will not be provided. Each tenant will however pay for their own gas so a bank of gas meters will provided along the back of the building and the apartments will use gas for hot water as well as for the RTU's. The GC will contact the utility company immediately to arrange connections. As part of Construction Control I will inspect and report on all plumbing work as it proceeds. ELECTRIC SERVICE Each new apartment is to have its own separately metered 100 Amp service with subpanels as shown in each apartment floor plan. A new service will need to be brought to the rear of the building and a bank of meters for each apartment. The GC will contact the Utility company immediately upon obtaining,permit to arrange bringing this service and connecting to the building. As part of my Construction Control responsibilities I will inspect and report on all electrical work as it proceeds. I hope the above Narrative explains the project adequately. Please contact me any time if you have any questions. Sincerely yours, ED ARC AI D N . 38 N n B RN T M AC ETTS �J P gC1h of James Smith I r Town of-B =stable _. Regulatory. Services awsr at.r Th am as F, Gei]er,Director �$p? �). Building Divisiflb Thomas Perry,-C30,BuEcling Coni.missionEr , 200 Axaia Street, Hy.annis,MA 02601 .., ��/Yp:town.barns-lahl�.ma.us ', OiFicx 508-862 4038 Fax: 508-790-62.30- ' _ PLAN REVIEW Owner: - 3vlaplParcel: �0$ 093 � • Project tLddress �" , �D�tilder•: • .. •'- . The following itejns :Were noted on reviewing: 40 W. fr'�y% 3-�N DM4L) PAy= LxS nl ! J e-' 0 k C�I?ss� 20�G�1 APT' 2 CP6R4-0^1 M�� 2 bETAuS OP, Y AT.E D ASSKr+Nf3Q6--ES RPyiew.ed by: �TNE„ BARN:.TABLE Town of Barnstable M SIOLIt+CIIfMWILE-OftR•IITMNS r r iwa.�o� MAS& Regulatory Services 95 Richard V. Scali,Director Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us May 15,2017 Thind Family Trust c/o Mr. Daniel A. Ojala, PE Down Cape Engineering Inc. 939 Main Street YarmouthPort,MA 02675 RE: Site Plan Review#016-17 Thind Family Trust 501-511 Main Street, Hyannis - Map 308,Parcel 093 Proposal: Add top of shop housing over existing businesses at the Indian Pavillion Plaza on Main Street. Building is and will remain fully sprinklered. Parking is provided for residents at one space per bedroom in a private parking area to the rear of the plaza. Nine one-bedroom units are proposed. Stormwater will be infiltrated onsite, dumpster and low level security lighting are proposed. Dear Mr. Ojala: Please be advised that revised plans for the above proposal received approval at the formal site plan review meeting held May 4;2017 subject to the following conditions: • Approval is based upon and must be substantially constructed in accordance with plan entitled"#505-511 Main Street,Hyannis,MA", one sheet, dated March 9,2017 last revised April 28,2017; architectural and floor plans entitled"Third Family Trust Building"4 sheets, dated 1/20/17; and"Stormwater Report,#501-511 Main Street,Hyannis"prepared by Down Cape Engineering,Inc. for Thind Family Trust. • . A pretreatment questionnaire from WPCD will need to be filled out to provide the estimated wastewater flow from the complex as a whole. • Both the existing 2"water service and the existing 6"fire service mains are old and are required to be replaced. a C • Installation of mirrors to assist visibility when making turns onto Main Street from the driveway are required. • Consultation with Hyannis Fire Department regarding required building upgrades associated with change to a mixed use is required. • Operations and Maintenance Plan will need to be implemented for the drainage system. • Conditions of Hyannis Main Street Waterfront Historic District Commission Certificate of Appropriateness. • Work in the road layout will require a road opening permit from DPW. 0 Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Paul Roma,Building Commissioner Hyannis FD Health Dept. Hyannis Water Dept DPW 1 , °i`: Town of BarnstableBuildin Post This Card.So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. 4 Fo r x� Where a Certificate of Occupancy is.Required; such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-17=2840 Applicant Name: KEVIN BOYAR Approvals Date Issued: 12/04/2017 Current Use: Structure Permit Type: Building-Addition/Alteration -Commercial Expiration Date: 06/04/2018 Foundation: Location: 505 MAIN STREET(HYANNIS), HYANNIS Map/Lot: 308-093 Zoning District: HVB Sheathing: Owner on Record: THIND;NARINDER S& PARAMJIT K TRS Contractor Name: KEVIN BOYAR Framing: 1 Address: 140 KILKORE DRIVE Contractor License: CS-076332 2 HYANNIS, MA 02601 Est. Project Cost: $400,000.00 Chimney: Description: construct 2nd fl common hallway&stairways(x2), master plan to Permit Fee: $ 3,815.00 build 9 indivival apartment units each permitted seperately Insulation: Fee Paid: $3,815.00 Project Review Req: WILL NEED DETAILS FOR FIRE RATED ASSEMBLIES. Date: 12/4/2017 Final: Plumbing/Gas 'L Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas 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 work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 51 TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION Map �OS Parcel q3 +ta Application # 'd Health Division - Date Issued y p+ - N Conservation Division �� Application Fee Planning Dept. Permit Feef3 5� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address _ g0571 Village `� Owner Address 5_ ,f=.a 1 $ . Telephone e'1Mer ► Vl� Permit Request (,_i mor) h.-).i Iwa4 cb j '.r1� _ x2 rt �l < ` I t Noe, nci I v Qtphiii um Asaw-&-04 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Fled Plain Groundwater Overlay Project Valuation m ook Construction ype Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) %Z Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1?,4_v1> C�)S-[VM WCA(S� 1)C_ Telephone Number — c Address T�Q BZL ?�I License#___ G5L 3 32 • �aMS Ja MPr 02—to 15 Home Improvement Contractor# Email keg 1 o a i-ACaLY=C0J, °_OTY) Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN Y" 0 iS QSCA OF Cd A LACEMSCA FAn L-iTq SIGNATURE DATE 7 I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 4 FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH �� FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Mld Town of Barnstable Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/hyannismainstreet _ Decision —Certificate of Appropriateness -- Narinder Thind d/b/a The Indian Pavillion 505-511 Main Street, Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District,hereby approves a Certificate of Appropriateness for the following property: Property Address: 505-511 Main Street Assessor's Map/Parcel: 308/093 The public hearing on this application was opened on March 15, 2017, and continued to April 5, 2017. After consideration of the testimony given and materials submitted by the applicant and members of the public, the. Commission found the proposed design for the exterior renovations as outlined, will appropriately contribute to the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the material, design, color, location, and context of the proposed renovations and found it to be appropriate for the protection and preservation of the district. Based on these findings,the Commission voted to grant the certificate of appropriateness subject to the following conditions: 1. The application dated February 15,2017,for aesthetics re renovations is approved as submitted; 2. A second floor addition will be added to the existing building,with 9 one bedroom units. 3. Roof will be flat,architectural shingles,asphalt charcoal gray. 4. New first floor windows with white anodized aluminum on the storefront. 5. All second floor windows will be white Anderson 400 series. 6. New white Azek trim. Siding will be pre stained white cedar shingles,silver gray color. 7. New towers with charcoal gray shingles. 8. New white Azek sign band with proposed signage. 9. First floor brick face to remain. 10. Metal tables and chairs and wrought iron railings are approved for outdoor seating. 11. The Applicant shall obtain any required permits from the Building Department. Present and voting in the affirmative to grant the certificate of appropriateness were:Paul S.Arnold,David Colombo, Brenda Mazzeo and John Alden Opposed:None Paul S.Arnold,Ch it Da e Hyannis Main Street Waterfront Historic District Commission cc: Narinder Thind,Applicant/Owner Building Commissioner File 1;Arm Quirk, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)� days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and tliaf, no appeal of the decision has been filed in the office of the Town Clerk. `��. �V4 Signed and sealed this-� day of Ad 40 17 under the pains and penalties,of,perJury, t- Ann Quirk,Town Clerk i6yP MO - 1 ' Town of Barnstable f Hyannis Main Street Waterfront Historic District Commission ; Application i Certificate of Appropriateness Application is hereby made.for the issuance of a Certificate of Appropriateness under M..G.L.Chapter 40C,The Historic Districts Act for proposed work as described below and on plans,drawings orphotographs accompanying this application for. Assessor's Map-No. 0 Parce.l.No.. `J Address of Proposed Work 50! G;dd MA-t?J S7X_6_T i +1yAW1y6_.1 Applicant Name l IVD M S ' I VI) Applicant Mailing Address 140 Ill U<O+KE DIZ Town/State2ip ELL N LS./ MA Applicant Phone Number .50 g V3�t- &q* Applicant E-Mail NTH I tJ DJ_- 7 V A-h D U- 42 M Property Owner Name TI f I N> i FA-M i Ly j 2V S l Owner Mailing Address I A D kU U o f D i2° Town/State/Zip EYA,-O f S ,K44 6 41,61 Owner Phone --73 -- Agent or Contractor Name. Uk"M.� D` S AAA rm A-iL.(—n !mil Agent or Contractor Address Lb-1 iU 19 r5 Ltl .TownLStateOp 1N '( -A=2 nr S l AAL ,AAA- D 6 Agent or Contractor Phone 6 - 011 2_L7 Agent or Contractor E-Mail 7N-A-M L S P. S M't LTk1 2d.. CD r-tC A sT Nf✓-T PROPOSED WORK Please.check all categories that apply_: Building Type: Ed seCommercial ❑ Residential ❑Accessory ❑ Other 9 Work Proposed: 1 1. Building Construction: ❑ New Building [JAddition ❑ Alteration 2. Exterior Alteration: Windows 21 Doors Siding Roof El Other- 3. Exterior Painting; [J� 4. Signs: Mewsiign ❑ Alteration to existing sign 5. Accessory Improvement: ❑ Fence []Parking Lot q ® Outdyo�o Dining . _ E Awning/Canopy 6. Other t A M" r n^P, Page 1 of TOWN OF BARNSTASLE HYANNIS MAIN STWATERFRONT HISTORIC DISTRICT COMMISSION R a Hyannis Main Street Waterfront Historic District Commission BUILDING MATERIAL SPECIFICATION SHEET y Please complete this sheet only if new building construction or alterations to an existing building are proposed. Fill out all sections that are applicable to your project. Include materials,specifications,dimensions and/or colors to be used. 'v FOUNDATION CL. C�'`'�" �Z SIDING TYPE �`�" v ►tJG'V li�{i :lr ��\`_ COLOR CHIMNEYTYPE COLOR N �� ROOF MATERIAL COLOR ROOF PITCH T 1 f t U I1J �' Jz p tPZ "2 � L,v t �),z SuvO �2 DOORS �' �� COLOR � WINDOWS COLOR t.)i I i SHUTTERS Iv.` f\. COLOR f\ TRIM `r`Z�L COLOR W H GUTTERS L—U tiV� ?f J Yy� (aS L \2 PATIO/PORCH/DECK. GARAGE DOORS COLOR OTHER t Page 2 of 3 p f] 1 r t Hyannis Main Street Waterfront Historic District Commission ' DETAILED DESCRIPTION OF PROPOSED WORK Provide detailed spec'd'ications of the proposal Include a detailed description of changes to existing conditions,if applicable. Describe proposed materials to be used,desired colors,manufacturer's pecifications,etc. • In the case of signs,give locations otexisting signs and proposed locations of new signs. Attach an additional sheet,if necessary. ' 'Pao -oa N S6GotNt7 Fjoo2 P'I7oN GSA t NCI N A-v= N I WE(a o.n1c L7, f oo m 1L /le� - ; -Z-QM 6 " GJ E F; (_ t AZOL 5t 6 1\16 iIA _Nft rLeVA-'n ON WMA YV St UVETLLI t M 14 1 Qf TbjA M7 tiag L IAj i wppws -• A-yoyA L-V wo SGt M 0 ft I-re. A � YLt M W!�l r]]E f �I V i . !M t N". to iTE-C- DA-F4- I i Signed t Applicant-Agent Date APPROVED r J r f; ^r TOWN OF SARN^ IC HYANNIS MAIN �TR�!zp'STO ST I,r,1 T cp ' . R►C DiSTRtC.. �JtJr H , Page 3 of 3 r r i - Zs�eo i7la5 . BARNST,BLE. Town of Barnstable Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.town.barnstable.ma.us/hyannismainstreet `Htl t, Decision —Certificate for Demolition or Removal c'' '�` Narinder Thind d/b/a The Indian Pavillion — 505-511 Main Street, Hyannis The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District, hereby approves a Certificate for Demolition or Removal for the following property: Property Address: 505-511 Main Street Assessor's Map/Parcel: 308/093 The public hearing on this application was opened on March 15, 2017, and continued to April 5, 2017. After consideration of the testimony given and materials submitted by the applicant and members of the public, the Commission found the proposed partial demolition/removal to the front of the building would not impair the public interest or general welfare of the people of Barnstable and would not undermine the purpose and intent of the Historic District. In the case of the "Indian Pavillion" restaurant, the Commission found the proposed removal and renovations will appropriately contribute to the historic character of the Hyannis Main Street Waterfront:Historic District. Based on these findings, the Commission voted to grant the Certificate for Demolition or Removal subject to the following condition(s): 1. Removal of gable trusses,existing storefront windows,walkway/sidewalk 2. Removal of existing pylon sign 3. Permits from the Building Division are required prior to demolition or removal of the structure. Present and voting in the affirmative to grant the certificate of appropriateness were: Paul S. Arnold, David Colombo, Brenda M eo a Jo Alden Opposed:N I Paul S.Arnold, Chair Date Hyannis Main Street Waterfront Historic District Commission cc: Narinder Thind,Applicant Building Commissioner File 1,Ann Quirk, Clerk of the Town of Barnstable,Barnstable.County,Massachusetts, hereby certify that twenty (20)days have elapsed since the Hyannis Main Street Waterfront Historic District Commission filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this��day of q'�/ under the pains and penalties of perjury ;v u v Ann Quirk,Town C erk jJ r RECEIVED Town of Barnstable FEB 15 Z017 Hyannis Main Street Waterfront Historic District Application Certificate for Demolition or Removal Application is hereby made for the issuance of a Permit for Demolition or Removal of a building or a structure or part thereof, under M.G.L. Chapter 40C, The Historic Districts Act, for proposed work as described below and on plans, drawings or photographs accompanying this application. Assessor's Map No. 5709, Parcel No. j Address of Proposed Work—, JrC7� --t�� MA-(N STA L-(1 ,-k Y A AIM S/ M A Applicant Name NA-K, N P EX Tti / ab Applicant Mailing Address 140 KI LI O ZE Di2-Town/State/Zip VfY A-/V nl1 S M-A Applicant Phone Number 50 _ - 4!2e3�- ApplicantE-Mail N7111.14, DLI yAlHO'D s '(0m Property Owner Name f H I N10 F"I LY YK U S T Owner Mailing Address l I.Ko RE 1D(�' Town/State/Zip ffYA-N N I S i A4 k - 02A61 Owner Phone Dq 4 Agent or Contractor Name S �. SY�i'�C H RH---Tf-CT Agent or Contractor Address%C 1,6`r P .. TownlStatelZip F 5 � AIA ® �� Agent or Contractor Phone (� ) Agent or Contractor E-Mail _ �V j m I T 61 Gd if�� -1 "j DESCRIPTION OF PROPOSED DEMOLITION OR REMOVAL: Provide a detailed evaluation of the existing condition and appearance of the building or structure. Describe the proposed scope of the demolition or removal. Attach an additional sheet and supporting pictures and materials as necessary. Vk ' ` 1 5:", o Y�T/ ® � APR P ; 2" i TOWN OF BARNSTABLE SIGNED: DATE; YANNIS MAIN ST'OJERPRONT HISTORIC DISTRICT COMMISSION wner/Agent �r C BARTownof Barnstable NSTABLE • b n AMI Regulatory Servlceg Richard V. Scali,Director Od ng Division Paul Roma Building Com issioner 2,00'Main'`Street, Hyannis,MA 02601 www.towii.barnstable.ma.us May 15,2017 Thind Family Trust clo Mr.Daniel A. Ojala, PE Down Cape Engineering.Inc 939.Main Street. XannouthPort,MA 02675 ICE: Site Plan Review#016-17" Thind Family Trust 501-511 Main Street, Hyannis Map"308,.Parcel 093 Proposal .Add top of.shop housing over existing businesses at,the Indian'Pavillion Plaza on Main Street. Building"is-and will remain fully sp inklered. Parking"is provided for residents at one space per bedroom in a private parking area to"the rear of the plaza. Nine one-bedroom units are proposed. Stormwater will be infiltrated onsite; duinpster and low level security lighting are proposed. Dear Mr. Ojala;` I Please be,advised that revised plans.for th6 above proposal received approval at the formal site plan reviewmeetingheld May 4,L.017 subject to the;following conditions; Approval is based upon and must be substantially constructed in accordance with plan entitled"#505-511 Main Street,Hyannis,MA",one sheet,dated March 9,20,17 last'revised April 28,201'7;architectural and floor plans entitled"Thind Family Trust:Building"4 sheets,dated 1/2O117; and"Stormwater Report; #501-511Main Street, Hyannis"prepared by Dawn Cape Engineering,Inc;for Thind Family Trust. A pretreatment questionnaire froze WPCD will need to be filled out to provide,the estimated wastewater flow from the complex as a whole. Both the existing 2"water service and the existing 6",fire service inains are old and are required to be replaced. * Installation.of mirrors to assist visibility when making turns.onto Main Street from the. driveway are required.. Consultation with Hyannis Fire,Department regarding required Building upgrades, associated with change to a mixed use is required., 0 Operations and Maintenance Flan will need to:be lrnplemented.for the drainage system,. Conditions of Hyannis Main Street Waterfront HiIstoric.District Commission Certificate of Appropriateness: Work in the road layout will require a road,opening permit from DPW., ® Applicant.must obtain all other applicable permits,licenses and approvals required: Upon completion of all work,a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with prof`ssional.standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240- 105'(G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC; Paul Roma,Building Commissioner. Hyannis FD Health Dept. Hyannis Water Dept DPW I 17 a 1 LIZ- THIND FAMILY TRUST BUILDING = g 505-511 MAIN ST. Q� HYANNIS , MA 02601 - s 5� OWNER: W = �N THIND FAMILY TRUST � V 140 KILKORE DR. a HYANNIS, MA 02601 a ARCHITECT: ,5 D JAMES D. SMITH, ARCHITECT 522 BAY LANE. No.9S 7 Z � CENTERVILLE, MA 02632 o w a;IsT,I _E MASSh TTS J - gL Pvz P50 <o In ABBREVIATION INDEX GRAPHIC SYMBOLS INDEX OF DRAWINGS ADA STATEMENT Nm 4 s= = w F Yn Tl TITLE SHEET; ARCHITECTURAL DATA I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS ��F E e AND GA GAUGE O.T. QUARRY TILE IJ z SECTION NUMBER o o AT GALV. GALVINIZEO aTY.. QUANTITY Al L1 SITE PLAN FOR THIS PROJECT WERE DRAWN IN ACCORDANCE F U A/C AIR CONDITIONING GYP.BD. GYPSUM BOARD R.A. AWED DOMECO 202 WITH ALL FEDERAL, STATE AND LOCAL LAWS, i A.D. AREA DRAIN HDwD. HARDWOOD RAID. RADIUS SHEET NUMBER INCLUDING, BUT NOT LIMITED TO, THE AMERICANS A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR SECTION Al FIRST FLOOR PLAN ALUM. ALUMINUM N.Y. HOLLOW METAL RONF. REINFORCING WITH DISABILITIES ACT (THE "ADA"), THE ADA ALT. ALTERNATE MORIL HORIZONTAL REV. REVISION L-� H DETAIL NUMBER A2 V APPROX APPROXIMATE HOT. HEIGHT REV REQUIRED WE,AL1— SECOND FLOOR PLAN ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL Q � BD. BOARD I.D. INSIDE DIAMETER RESIL RESLIANT / JOT SHEET NUMBER ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS SLOG BURRING NSI1L INSULATION RM. ROgA A3 REFLECTED CEILING / LIGHTIING PLAN Q SM. BEAM INT. INTERIOR R.O. ROLICII OFFING DETAIL J BSMT. BASEMENT Jr. JOINT SCHED. SCKEDUIf ROOF PLAN Date: BTWN. BETWEEN KIT. KITCHEN SEC. SECTION I - DOOR MARK A4 ARCHITECTS SIGNATURE HERE Q BOT. B07TON LAM. LAMINATE S.F. SQUARE FOOT C.L CENTERLINE LAY. LAVATORY SHT. SHEET A5 EXTERIOR ELEVATIONS C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR CLG. CEILING YAS. MASONRY SPEC. SPECIFICATION DOOR �1 A 6 EXTERIOR ELEVATIONS Q CMS. CLOSET MAX. MAXIMUM SQ. SQUARE ~ _ CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL PARTITION KEY A7 C W U Q CMU CONC.MASONRY UNIT MTL METAL STD. STANDARD FOUNDATION PLANS BUILDING DATA - MASSACHUSETTS o w •� COL COLUMN MFR. MANUFACTURER STI_ STEEL F N F L CONC. CONCRETE MIN. MINIMUM STRUCT. STRUCAL A8 SECOND FLOOR FRAMING PLAN BUILDING CODE 2015 IBC WITH MASS. SUPPLEMENT - a CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED PARTITION TYPES _ USE GROUP: le FLR. B; 2ND FLR. R2 0 a = > TUR coNsr. CONSTRUCTION M.O. MASONRY OPENING TEL TOM-HONE A9 TYPE OF CONSTRUCTION: TYPE SA z DEPT. DEPARTMENT Mm. MQUNTm TO(. THICK Z in ROOF FRAMING PLAN HEIGHT RESTRICTION 3 STORY Dn OFFAL N.I.G NOT IN CONTRACT THRu TOP OF STORIES: 2 Q Q �-' D.F. DRINKING FOUNTAIN N0. NUMBER -T.O.P. TOP OF PLATE Al-0 CROSS SECTION; DETAILS OIA. DIAMETER NON. NOMINAL T.O.S. TOP OF STEEL - e OR - ALLOWABLE FLOOR AREA: 18.000 SF � � O` DIM. DIMENSION N.tS. NOT To SCALE T.O.SL TOP OF SLAB ADJUST FOR SPRINKLER 24,000 SF _ � DISP. DISPENSER O.A. OVERALL TRT. TREATED E l ELECTRIC POWER PLAN W DN. DOWN O.C. 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I BATHci v� Q 0 o L— LIVING DINING LIVING DINING DINING LIVING LIVING DINING o� o� ro ro 3J 3J L� LF r-, n r--1 n n _� o n BEDROOM S oo BEDROOM S 00 00 S BEDROOM x 00 S BEDROOM �J— m Oo Z� m 00 00 m T— 0 00 m O � q a O N ..nntr — .Hater o N O O I O I I O I O /n Z w LL,>o BATH I O BATH I I BATH 0 I BATH 0_a U Q w F O z .o CORRIDOR o OBATH O i BOATH o 0 I BAOTH i 0 BATON i z Q rQ FREF ..xer REF. REF. OQFO r-� oor00 r--I � 00 �BEDROOM o0 BEDROOM BEDROOM 00 BEDROOM 00oEllS _ _ a m m m ,_o g — O r� Z z o� Z o, o z L° J J Q U�� 0 DINING LIVING DINING LIVING LIVING DINING LIVING DINING W U) O a_ O SHEET A2 SECOND FLOOR PLAN FILE : JDS16032 SCALE:3/16"=1'-0" DATE:02 14 17 PROJ. MGR. JDS t &I F71 00 a m0 m -n T Z El A D 21 , JOB LOCATION: REVISIONS N a N0. DESCRIPTION BY DATE J A M E S D. SMITH, H YAN N I S, MA INITIAL ISSUE JDS 02/14/17 b'S w 505-511 MAIN STREET to 01 MIN m ROOF PLAN ARCHITECT, AIA to J 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITH11000MCAST.NET 32'-9' Z v N� y = r rn r Z EID Z Z Z NN rn F N Z 6i Z D � m cn _ ® ®® CEEI n mm71 ® Z _ m � r a „ m N s < bD > m k mm � V , m ND O om z Ae < rn D c Z n cn n T.Z x -y - !!Z99 U O Z 2 OD0�j A., a�m 1 �A7 Z O s G) Am=o 0 v mz� . — >�� DD 0rn� na- Z D z O O C m� r �D O o C ® N3 K D Tsui O N� Scpt >; D p{ 0 A N CAl - K_ ® N y N CAA y D D y m N 3 p D 1Y 1p Q Z Z N D n rn Z , A C D =io AO S O3 N N� N ti ?,7 rn N A Z s O G � Z Zl D Joe LOCATION: REVISIONS N ` N0. DESCRIPTION BY DATE J A M E S D. SMITH, H YA N N I S, M A INITIAL ISSUE JDS 02/14/17 (n 505-511 MAIN ST. J m ARCHITECT, AIA N FRONT ELEVATION; RIGHT ELEVATION 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITH11@COMCAST.NET Q�h ® OZr N y O c rn N� N v D to�^AR GINN O O>0. Z m Q Q N y A m30 (lA ��N A A A AyA rn rn �pp K K A y �Z -E r rn m E3 m zr m �o " m =_ >0 Drn m r m D O yr ; , y ya Dm o O r" O "m ' m o < Z Am rn0 b D K --i_ O z wEM N Q y N C1Z O n�O y A rn z rn / O�y ANA G D GZ1AQ r� N N O y rn ~ G = A 0� mgo N A K 3 y A� D �y F REVISIONS JOB LOCATION: F9 m H YA N N I S, MA NO INITIAL RISSUE JOS 02IPTION BY ,4%17 J A M E S D. SMITH , N N 505-511 MAIN STREET U) m LEFT ELEVATION; ARCHITECT, AIA N 35 LOTHROP'S LN., W. BARNSTABLE. MA 02668 REAR ELEVATION PHONE: 508-367-8920 EMAIL: JAMESDSMITH11@COMCAST.NET THIND FAMILY TRUST BUILDING = a y 505-511 MAIN ST . U) M. HYANNIS , MA 02601 a uj 3 a �W Co N N Mo. o•m OWNER: s THIND FAMILY TRUST C� M 140 KILKORE DR. Q z l a HYANNIS, MA 02601 Q ARCHITECT: JAMES D. SMITH, ARCHITECT 35 LOTHROPIS LN. W. BARNSTABLE, MA 02668 a a o� ABBREVIATION INDEX GRAPHIC SYMBOLS INDEX OF DRAWINGS ADA STATEMENT Nm Z � SECTION NUMBER W F N 02 T1 TITLE SHEET; ARCHITECTURAL DATA < R AND GA. GAUGE D.T. QUARRY TILE SHEET NUMBER w _I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS N F o AT GALV. GALVINIZED OTY. QUANTITY SECTION FOR THIS PROJECT WERE DRAWN IN ACCORDANCE F A/C AIR CONDITIONING GYP.BD. GYPSUM BOARD R.A. AWED DOMECD AB1 AS-BUILT PLAN - �� DETAIL NUMBER WITH ALL FEDERAL, STATE AND LOCAL LAWS, a A.D. AREA OV DRAIN HDR. HARDWOOD RAD. RADIUS (DETAIL H INCLUDING, BUT NOT LIMITED TO, THE AMERICANS z A.F.F. ABOVE FINISH FLOOR MDR. HEADER REF. REFRIGERATOR 3pT Al FIRST FLOOR PLAN ALUM. ALUMINUM H.N. HOLLOW METAL REINF. REINFORCING SHEET NUMBER WITH DISABILITIES ACT (THE "ADA"), THE ADA ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION A2 SECOND FLOOR PLAN ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL �a— APPROX. APPROXIMATE HOT. HEIGHT REWD REWIRED DETAIL BD. BOARD I.D. IN DIAMETER REEL RESUANT ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS BLDG BUILDING INSUL INSULATION RM. ROOM DOOR.MARK A3 SECOND FLOOR CEILING PLAN Q BM. BEAN TNT. INTERIOR R.O. ROUGH OPENING 0 BSMT. BASEMENT iT. JONT SCIIED. SCHEDULE A4 ROOF PLAN Date: BTWN. BETWEEN KIT. KITCHEN SEC. SECTION ARCHITECT'S SIGNATURE HERE J BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT DOOR � C.L. CENTER UNE UV. LAVATORY sHT. SHEET I;—I A5 EXTERIOR ELEVATIONS Q C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR PARTITION KEY CLG. CE]UNG MA& MASONRY SPEC SPECIFlCATON A6 CLOS. CLOSET MAX. MAXIMUM SO. SQUARE EXTERIOR ELEVATIONS Q U CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL PARTITION TYPES INTERIOR ELEVATIONS BUILDING DATA — MASSACHUSETTS w CLIU CONC.MASONRY UNIT MTL METAL STD. STANDARD A7 LLJ COL. COLUMN MFR. MANUFACTURER STI_ STETS Z. N BASEMENT; FOUNDATION PLANS MASSACHUSETTS BUILDING CODE 780 CMR Uj CONC CONCRETE MIN. MINIMUM CT. STRUCTURAL A8 U CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED USE GROUP: B, R S Z iz � C..)CONST CONSTRUCTION M.O. MASONRY OPENING TEL TELEPHONE TYPE OF CONSTRUCTION: TYPE IIIB m DEPT. DEPARTMENT MTD. MOUNTED THK. THICK a OR A9 SECOND FLOOR FRAMING PLAN o DTL DETAR. N.I.0 NOT IN CONTRACT THRU THROUGH HEIGHT RESTRICTION 4 STORY Z Li Q D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE INTERIOR ELEVATION INDICATOR A10 ROOF FRAMING PLAN STORIES: 2 Q o DIA DIAMETER NOM. NOMINAL T.O.s TOP OF STEEL ALLOWABLE FLOOR AREA: 19,000 SF DIM. DIMENSION N.T.S. NOT TO SCALE T.O.S. TOP OF SLAB ADJUST FOR SPRINKLER 57,000 SF = F"- DISP. DISPENSER D.A. OVERALL TRT. TREATED A11 CROSS SECTION; DETAILS DN. DOWN O.C. ON CENTER TYP. TYPICAL ACTUAL FLOOR AREA F1: XXX LL.I D DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE FIRST FLOOR: XXX LL.I DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TI E1 LE ELECTRIC POWER PLAN 2 TOTAL BUILDING FOOTPRINT XXX DWG DRAWING OPT. OPTIONAL VERT. VERTICAL U) EA. EACH PL PLATE V.I.F. VERIFY IN FIELD E2 ELECTRIC LIGHTING PLAN EL ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING OCCUPANCY ALLOWED 1 100 SO FT XXX PERSONS LLl ELEG ELECTRICAL PLUMB. PLUMBING W/ WITH ED. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET P1 PLUMBING SUPPLY PLAN FIRST FLOOR XXX PERSONS EQUIP. EQUIPMENT PR. PAIR WD. WOOD SECOND FLOOR XXX PERSONS EXIST. EXISTING PROP. PROPERTY W/O WITHOUT P2 PLUMBING WASTE PLAN PROPOSED TOTAL 150 PERSONS EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING RAIN F.D. FLOOR D P.S.I. PER SQUARE INCH NWT. WEIGHT FIN. FINISH PTO. PAINTED WWM. WELDED WIRE MESH M1 MECHANICAL PLAN SHEET FL FLOOR P.V.C. POLY VINYL CHLORIDE F.D. FACE OF FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND T 1 FT. Four M2 MECHANICAL DETAILS CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/76-200): FURN. FURNITURE MATERIAL FLAME SPREAD SMOKE RATING DEVELOPMENT ENAMEL PAINT ON TRIM DOOR 5 JOB . JDS16032 FRAMES WOOD SHELVING DATE:02 14 17 WOOD STAIN NATURAL WOOD SURFACES 5 PROJ. MGR. JDS CLEAR SEALER NATURAL STEEL DOORS 5 ACCOUSTICAL CEILING TILES 23 ■► THIND FAMILY TRUST BUILDING AIN � 00 505-511 M ST . cnJ � HYANNIS MA 02601 mN � O V1 � W ■ tr � < f Q W m 3 E Z W Q- l N O D, �o OWNER: W = o THIND FAMILY TRUST V M010 140 KILKORE DR. � o HYANNIS, MA 02601 ARCHITECT: ' JAMES D. SMITH, ARCHITECT 35 LOTHROP'S LN. �� W. BARNSTABLE, MA 02668 <0 o0 N O ABBREVIATION INDEX GRAPHIC SYMBOLS INDEX OF DRAWINGS ADA STATEMENT ; Z0 j wF � d J T1 TITLE SHEET; ARCHITECTURAL DATA < & AND GA. GAUGE Q.T. QUARRY TILE I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS ® AT GALV. GALVINIZED OTY. QUANTITY SECTION NUMBER w Z A/C AIR CONDITIONING GYP, BD. GYPSUM BOARD R.A. ALLIED DOMECQ AI L1 SITE PLAN FOR THIS PROJECT WERE DRAWN IN ACCORDANCE. E A.D. AREA DRAIN HDWD. HARDWOOD RAD. RADIUS 20Z SHEET NUMBER WITH ALL FEDERAL, STATE AND LOCAL LAWS, Z ,.rL A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR SECTION Al FIRST FLOOR PLAN INCLUDING, BUT NOT LIMITED TO, THE AMERICANS -- ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING WITH DISABILITIES ACT (THE ADA ) THE ADA ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION DETAIL NUMBER APPROX. APPROXIMATE HGT. HEIGHT REO'D REQUIRED DETAIL HT A2 SECOND FLOOR PLAN ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL Q BD. BOARD I.D. INSIDE DIAMETER RESIL. RESILIANT -E 301 A3 ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS SHEET NUMBER REFLECTED CEILING / LIGHTIING PLAN Q BLDG. BUILDING INSUL. INSULATION RM. ROOM SM. BEAM INT. INTERIOR R.O. ROUGH OPENING DETAIL - Q BSMT. BASEMENT JT. JOINT SCHED. SCHEDULE A 4 ROOF PLAN Date: BTWN. BETWEEN KIT, KITCHEN SEC. SECTION DOOR MARK ARCHITECT'S SIGNATURE HERE J C. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT A 5 EXTERIOR . ELEVATIONS Q L ' C.L. CENTER LINE LAV. LAVATORY SH7. SHEET C.T. CERAMIC TILE LT. LIGHT SIM, SIMILAR CLG. CEILING MA& MASONRY SPEC. SPECIFICATION DOOR A 6 EXTERIOR ELEVATIONS Q CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE B CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL PARTITION KEY BUILDING D A T A M A S S A C H U S E TTS W Q FOUNDATION PLANS o � CMU CONC. MASONRY UNIT MTL. METAL STD. STANDARD � � COL. COLUMN MFR. MANUFACTURER STL. STEEL R CONC. CONCRETE MIN, MINIMUM STRUCT. STRUCTURAL PARTITION TYPES A8 SECOND FLOOR FRAMING PLAN MASSACHUSETTS BUILDING CODE 780 CMR a Z _ CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED USE GROUP: B, R of — a = CONST. CONSTRUCTION M.O. MASONRY OPENING TEL. TELEPHONE A 9 TYPE OF CONSTRUCTION: TYPE IIIB m z U DEPT. DEPARTMENT MTD. MOUNTED THK. THICK ROOF FRAMING PLAN O DTL. DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH HEIGHT RESTRICTION 4 STORY Q N Q D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE A 1 0 STORIES: 2 DIA. DIAMETER NOM. NOMINAL T.O.S. TOP OF STEEL CROSS SECTION; DETAILS g DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB OR ALLOWABLE FLOOR AREA: 19,000 SF 0 DISP. DISPENSER O.A. OVERALL TRT. TREATED E1 ELECTRIC POWER PLAN ADJUST FOR SPRINKLER 57,000 SF = ON. DOWN O.C. ON CENTER TYR. TYPICAL INTERIOR ELEVATION INDICATOR ACTUAL FLOOR AREA: W DR. DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE P 1 L.LJ PLUMBING SUPPLY PLAN FIRST FLOOR: 7,100 = D.S. DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TILE SECOND FLOOR: 7,100 DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL C/� EA. EACH PL. PLATE V.I.F. VERIFY IN FIELD TOTAL: 12,978 EL. ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH , EQ. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET J EQUIP. EQUIPMENT PR. PAIR WD. WOOD EXIST. EXISTING PROP. PROPERTY W/O WITHOUT gJ EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING F.D. FLOOR DRAIN P.S.I. PER SOUARE INCH WT WEIGHT FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH FL. FLOOR P.V.C. POLY WNYL CHLORIDE SHEET F.O. FACE OF FT. FOOT FURN. FURNITURET 1 JOB : JDS16032 DATE:06 08 17 PROJ. MGR. JDS I I Z D O Z y � I O r VIVIZ n Z Nmo 0 0 z o ° F-9 N o D O Vl I D a O O FFI D Dn n rn L x M 30'-0" - D n zZ7 F— O D O O �:u o D z z 0 D mZ D �D < O 0 t � O m Z cn C D Fri M oz D O r I� C 26'-8" . t o REVISIONS D JOB LOCATION: o 70 m HYANNIS, MA N0 ITIALISS E BY DATE JAMES D. SMITH, INITIAL ISSUE JDS 06/08/17 rn o �, 505-511 MAIN ST. m ARCHITECT AlA o W 6 � PROPOSED FIRST FLOOR PLAN r 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITH11@COMCAST.NET 2-10" 6-0 2'-10" EQUAL ©EQUAL w DINING LIVING _ SECOND FLOOR WINDOW SCHEDULE w © KEY OTY. DESCRIPTION ROUGH OPENING REMARKS 26'-0" B 20 DOUBLE HUNG 3'-0 1/2" X 4'-8 7/8" ANDERSEN 400SERIES TILT WASH TW21046 0 0 < C 24 DOUBLE HUNG 2'-6 1/2" X 4'-8 7/8" ANDERSEN 400SERIES TILT WASH TW2446 n a APARTMENT 1 a _ 700 S.F. D 4 DOUBLE HUNG 2'-6 1/2" X 3'-8 7/8" 2i ANDERSEN 400SERES TILT WASH TW2436 L£ Lj 9'-4 3 4"3 E 7 FIXED SKYLIGHT 3'-0" x 3'-0"t ANDERSEN, VELUX OR EQUAL m J V ) a ~ o R 5 _ © ¢ 00 I O m 00 = 2' D" BEDROOM � 3 '-2 3/4 © J SECOND FLOOR DOOR SCHEDULE �..,. .w O o KEY QTY. DESCRIPTION ROUGH OPENING MFR./MODEL J 5'-0" 2'-6" 3 2 BROSCO OR EQUAL 3'0"x 6'-8"SOLID METAL a 6 PANEL METAL FIRE DOOR 3'-2 1/4" x 6'-10 3/4" O V-10" 8'-0" 2'-10" HALL P TRe O 4 10 6 PANEL PINE 3'-2 i 8" x 6'-9" MORGAN M-1051 3066 ui I 5 53 6 PANEL PINE 2'-8 1 8" x 6'-9" MORGAN M-1051 2666 0 © © © © © © © © 6 2 3 PANEL PINE 1'- 8 1 8" x 6'-9" MORGAN M-1051 1066 n o 7 2 3 PANEL PINE 1'- 2 1 8" x 6'-9" MORGAN M-1051 1066 �aoOER� Z EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL I Lj TO ROOM O 4•-0" 17'-3 3/4" 17'-3 3/4"3 17'—3 3/4" L LIVING DINING LIVING DINING DINING LIVING •-103/16" LIVING APARTMENT 5 APARTMENT 4 APARTMENT 3 DINING - APARTMENT 2 650 S.F. 650 S.F. 650 S.F. 730 S.F. F- -5 1/4" 13'-2 3/4"3 0 = 00 = 00 00 = BE RO M F�1 0O BE RO M r1 00 00 m BE RO M^ o O0 BEDROOM Q z t-7 O5 0 5'-O"± 0 50 0 ----- 6 fi 7�1_4 _ 2" QI 5 l5 N m�HALL 0 1 O HALL O I I OHALL O o -� LJBATH 5 BATH 5 BATH 6" 5JANITOR'S BATH 1-10•• D a n OCLOSET O U Q Ooowu o Z CORRIDOR a3 © o - Z 4 5 BATH 4 5 BATH 4 BATH 5 O 7 5 4 2 0 O 7 1 O 0 O 0 I ,-612" O.I 0 PI O5 HALL O 1 5 HALL 5'-6 3/4 1 HALL 5 1 - HALL 5 f IMEN O O O LAUNDRY, O w O O uNEN O 6 6 0 _0 6 w& O6 Parv1Rv O fi '' 8'-0 1/2" W❑. D. 8'-0 1/2" n 6„ 5 O ParvrRr o ——___ soRAc[a 6 6 O 'a I ParvrRv 5 O O O 5 O 5 5 REF. O REF. O O REF, 0 7-0" Q 00 r�D-1 00 ■ =L =L _L00 ._0.. 00 z W zQ00 a _ Oo z -00 B O M BE RO M BE RO M 7 0 FTl rf ( F 13'-01/2" 7— O F71 LL_ 4 D O Q O 20'-4"t 20._4" 20'-9 3/4" 20'-4 1/2" --1 DINING LIVING LIVING DINING DINING LIVING LIVING DINING APARTMENT 7 APARTMENT 8 ® z o APARTMENT 6 725S.F 725SF. APARTMENT 9 ROOM FINISH SCHEDULE O ® 750S.F. EQUAL EQUAL E UAL EQUAL 725SF, ® * ROOM WALLS FLOORS BASE CEILINGS TRIM U STAIRWAY GYP. BD. PAINTED CONCRETE N/A GYP. BD. PAINTED PINE PAINTED W ® ® ® ® ® ® ® ® ® © ® ® 2, to't ® ® ® ® CORRIDOR GYP. BD. PAINTED INDOOR/OUTDOOR CARPET PINE PAINTED SUSPENDED A.C.T. PINE PAINTED APT. HALL GYP. BD. PAINTED TILE TILE GYP. BD. PINE PAINTED APT. BATH GYP. BD. PAINTED TILE TILE GYP. BD. PINE PAINTED 7'-4" 5.-8"f APT. KITCHEN GYP. BD. PAINTED/TILE TILE TILE GYP. BD. PINE PAINTED DIMENSIONS EQUAL AND 2'-10" SHEET OPPOSITE OF RIGHT END APT. BEDROOM GYP. BD. PAINTED CARPET PINE PAINTED GYP. BD. PINE PAINTED as•-a• APT. LIVING GYP. BD. PAINTED CARPET PINE PAINTED GYP. BD. PINE PAINTED �� APT. DINING GYP. BD. PAINTED CARPET PINE PAINTED GYP. BD. PINE PAINTED SECOND FLOOR PLAN SCALE: 3/16" = 1'-O" FILE#: JDS16032 DATE:06/08/17 PROJ. MGR. JD w APARTMENT5 = Q APARTMENT 1 CEILING LEGEND LIVING � Z GYP.BOARD CEILING GYP.BOARD CEILING ~ C.H. —LED RECESSED LIGHT ® RECESSED CAN EXTERIOR 9 9'-O"C.H. Q LED-3 DOWN LIGHT FIXTURE(LED) ® a V LED FIXTURE LED-1 o p O 9X EXIT SIGN w RECESSED INTERIOR Q D-1 DOWN LIGHT FT IXTURE(LED) ED. 8-0 8-0 EO. _ RETURN/CEILING INTERIOR WALL LAMP ® e e e lv -� EXHAUST REGISTER LED-2 WITH LED BULB DG LED-1 LED-1 LED-1 Q N EXTERIOR WALL PACK H /-�i Fl—_ 2'-0'FLORESCENT LIGHT FIXTURE LIGHT Q Z " BEDROOM L—J SUSP.CLING GRID SYSTEM W Q � a -If T W/ACOUSTICAL OR VINYL ED 1• Ox EXIT SIGN CLAD CEILING TILES- J ITl GYP.BOARD CEILING 3 a Z C.H. -< CORRIDOR II ® TUURNST CEILING EF— FIXED SKYL GHf ( C J STAIRWAY DROP CEILING EF-1 REGISTER ® 9e GYP.BOARD CEILING B O°`" BEDROOM �2 LED-, I W G.H.VARIES W GYP.BOARD CEILING BATH 9'-O"G.H. o I _ KITCHEN n uoo� LED-1 � GYP.BOARD CEILING w OX *ATxaor � 9'-O"C.H. o E61 L— D- APARTMENT 5 APARTMENT 4 APARTMENT 3 ® APARTMENT 2 _ a GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING Bp LED-1 GYP.BOARD CEILING C.H. 9'-O"C.H. 9'-O"C.H. Bn II 0 I CLOSET BEDROOM I BEDROOM I BEDROOM EL N GYP.BOARD CEILING i GYP.BOARD CEILING GYP.BOARD CEILING ® ® b LED-2 ° a o n I n n I n BEDROOM W 1 0 LED-1 ED. L 1 EQ. m = I— = I— _ = GYP.BOARD CEILING I �� m a ® 9'-O"G.H. Sc2 X Z Z }— Z Z sg BATH EO. EO. 11 II 1 9..BOARD CEILING n m a o ® CORRIDOR DROP CEILING C.H. REFLECTED CEILING PLAN/LIGHTING PLAN z ' o OP O m o �0, BATH BATH FBATH BATH SCALE:1/4"=V-0" j zo Lil F n � J U 4 ® ® ® ® I ® ® ® ® ® o m F Z o - EL EL Z 1. BATH BATH BATH 9'-O"C.H. 9'-O"G.H. BATH 9'-O"C.H. 9'-O°C.H. z LAUNDRY STAIRWAY LL-I 9'-O"C.H. GYP.BOARD CEILING 0 G.N.VARIES W z� II BEDROOM II BEDROOM BEDROOM II 'BEDROOM 11 °, GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING C.H. 9'-0"C.H. 9'-0"C.H. 9'-0"C.H. z ® I = ® ® T I ® T I W �J 0 o z uZ J_U I Z z Z Z i J z m W G I I o m (� o z � X a Q o o= G E L L L L !n LLJ V APARTMENT 6 APARTMENT 7 APARTMENT 8 APARTMENT 9 = U J GYP.BOARD CEILING GYP.BOARD CEILING GYP.,BOARD CEILING GYP.BOARD CEILING w 9'-0"C.H. 9'-O"G.H. 9'-O"C.H. 9'-O"C.H. W/ � 1'_D' 1 11._D,. 11._G.. 11._D" 11._D.. il._D.. 11._0. 4._6" J U 1 2"WIDE WHITE VENTED VINYL SOFFIT Lij FIRST FLOOR EXTERIOR CEILING PLAN SCALE: 1/8"= P-O" LLI J W SHEET REFLECTED CEILING PLAN/LIGHTING PLAN A 3 -0" FILE#: JDS16032 SCALE:3/ts"=r DATE:06 08/17 PROJ. MGR. JDS ti 0 L] R\ /Z I iIF W 1I. N y � O D � O � T I v G ° z ti S� 0 (7 S REVISIONS JOB LOCATION: o HYANNIS, MA N0. DESCRIPTION BY DATE ,DAMES D. SMITH INITIAL ISSUE JDS 02/14/17 n� a 505-511 MAIN STREET l m ARCHITECT, AlAl ono N ROOF PLAN 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITH11000MCAST.NET Q CHARCOAL GRAY ARCHITECTURAL z I ASPHALT SHINGLES c ocr ALL SIDING IS SILVER-GRAY CHARCOAL GRAY ARCHITECTURAL c� PRE-STAINED WHITE CEDAR ASPHALT SHINGLES 0 SHINGLES @ 5"T.W. ALL TRIM IS WHITE AZEK ■m a J m � HN O ■ Z � pW m ALL WINDOWS ARE ANDERSEN J 400 SERIES WHITE z J W ® � � N O 11 N W 0 CHARCOAL GRAY ARCHITECTURAL v1 0l0 ASPHALT SHINGLES GOOSENECK LIGHTS TYP. - o i a EXISTING SIGN MINI MARKET EXISTING SIGN BLACK PEARL- EXISTING SIGN NEW SIGN IN DIAN PAVILLION MAIN STREET N WHITE AZEK SHEET Li u EZ 1'-7"x 7'-0' CONVENIENCE STORE 2'-0•x s'-6 TATTOO 1'-10"x 9'-O" 2'0"x 15'0" RESTAURANT AND BAR APARTMENTS AT SIGN BAND CASUAL WEAR ® METAL D IRE DOOR EXISTING BRICK TYPICAL WHITE 85._0.. TO REMAIN FIBERGLASS COLUMN NEW WHITE ANODIZED ALUMINUM STOREFRONTFRAMING AND 1"INSULATED GLAZING TYPICAL < cl FRONT ELEVATION SCALE: 1/4" = l'-0" z O(NOTES ARE TYPICAL FOR ELEVATIONS) m o WHITE BACKGROUND WHITE ANODIZED ALUMINUM U) RED LETTERS SIGN CAN/PLEXIGLASS SIGN FACE > zo 15'-0" Lj 0- a N INDIAN PAVILION N RESTAU A A o Z RED BACKGROUND 0 z WHITE LETTERS SIGN DETAIL SCALE: 1/4" = l'-O" zz Q 00 aQ uun < Jw ozo � w ® �7 L � z = = 00 OfQf RESTAURANT 8 BAR EXISTING SIGN 1'-6"x 6'-0" 0 ❑� ' EXISTING BLOCK TO BE STRAPPED AND COVERED WITH NEW SILVER-GRAY PRE-STAINED WHITE CEDAR SHINGLES ® � @ 5"TO WEATHER SHEET TYPICAL WHITE �� FIBERGLASS COLUMN RIGHT ELEVATION SCALE: 1/4" = V-0" FILE#: JDS16032 DATE:06 OS 17 PROJ. MGR. JDS w Q Z 00 U 0 ALL SIDING IS SILVER-GRAY N 0 0 PRE-STAINED WHITE CEDAR E SHINGLES @ 5"T.W. ALL SIDING IS SILVER-GRAY PRE-STAINED WHITE CEDAR m o SHINGLES @ 5'T.W. Z w p W Fml a � T4 MOW) m TYPICAL WHITE W FMIALUMINUM GUTTERS A TYPICAL WHITE o ALUMINUM GUTTERS AND DOWNSPOUTS AND DOWNSPOUTS \ \ \ \ \ \ W r O n M N W Z O I a ® ® o © o o ® © o 0 0 0 00 13 EXISTING BLOCK TO BE STRAPPED 4'-i 3/4" EXISTING BLOCK TO BE STRAPPED AND COVERED WITH NEW SILVER-GRAY AND COVERED WITH NEW SILVER-GRAY PRE-STAINED WHITE CEDAR SHINGLES PRE-STAINED WHITE CEDAR SHINGLES W @ 5"TO WEATHER @ 5"TO WEATHER o REAR ELEVATION SCALE: 1 4' - V-0" N o / om' o > zo W W � ,n � J U Q W F O Z CHARCOAL GRAY ARCHITECTURAL ASPHALT SHINGLES z z ±LL 1 Q o 0 ® w F- W � O N Q \ Z / o g W W m J J oz � ww EXISTING BLOCK WALL TO REMAIN EXPOSED AND EXTENDED = Lv LL TO ROOF LINE AS SHOWN/PAINT NEW AND EXISTING SILVER GRAY J SHEET A6 LEFT ELEVATION FILE#: JDS16032 SCALE: 1/4" _ �'-o" DATE:06/08 17 PROJ. MGR. JDS FROST WALL ON 24°x 12'FOOTING/ PRECAST OR POIURED CONCRETE w NEW LANDING/STEP ——————————— LANDING AND STAIR PER PLAN SHEET Al Z � 0 � Q � w� c mV, 4'-0 .� Za , I Lum I 3 J a I I zW CUT EXISTING SLAB TO POUR NEW I a 30"x CONCRETE FOOTING ON m UNDISTURBED SOIL;INFILL AS REQUIRED n UNDER NEW STAIR TO POUR NEW SLAB LEVEL WITH FIRST FLOOR ELEVATION; I J I 4°CONCRETE SLAB WITH FIBERMESH I n o REINFORCEMENT;NEW 8°CONCRETE BLOCK I w FIRE STAIR WALL ON NEW FOOTING W/ I L I VI N E Z Z #5 BARS VERTICAL 24"O.C.;SOLID 6 I (EXISTING) Q a FILL CORES;DOWEL TO EXISTING EXTERIOR BLOCK WALL @ 24"O.C. n VERTICAL I I 1 I I I I I I I I I I I NEW 5TORAGE SPACE BELOW STAIRS I I oz I I I I I I 3'-4 .0. AT DOOR < o I O On o PROVIDE 3'-4'M.O.IN NEW BLOCK WALL j zo FOR SOLID METAL DOOR TO ACCESS NEW SPRINKLER R M. LLJ a STORAGE SPACE UNDER STAIR ) (UNDER NEW FIRE STAIR a- PARTIAL FOUNDATION PLAN SCALE: 1/4" = 1'-O" i 02 I I I I LIVIN' EZ MINI MART BLACK PEARL TAT00 INDIAN PAVILLION (EXISTING (EXISTING (EXISTING (EXISTING BASEMENT) BASEMENT) BASEMENT) SLAB) Q 1 30"x 12"CONCRETE FOOTING z 85'-0" O N UP I W/(2)#5 BARS TOP&BOTTOM —J TYPICAL;10"CONCRETE FROST u Q WALL(2)#5 T&B;B"BLOCK WALL o — z Jz � Q I I o z N J EN PROVIDE DOWELS BETWEEN PROVIDE DOWELS BETWEEN BEW SLAB AND EXISTING FOUNDATION WALL @ 2'-0"O.C. NEW WALL AND EXISTING;PROVIDE DOWELS BETWE#5 13' 4 M.O. AT DOOR Q NEW WALL AND EXISTING;#5 BARS EPDXIED BARS EPDXIED I = z O TYPICAL 10"DIA.DECORATIVE I I ~ FIBERGLASS COLUMNS AROUND COVERED PORCH SLAB I I c Q I 6 x 6 SOLID P.T.POSTS ON I PORCH SLAB IS 6"CONCRETE SLAB W/FIBERMESH REINFORCEMENT; GALV.METAL BASES ON 1 I ELEVATION TO ALLOW FOR BRICK FINISH AND BRICK 10"CONTINUOUS FROST I I z TO BE NO MORE THAN 1/4"BELOW DOOR THRESHOLDS AT ALL WALL ON 30"x 12"CONT. I I I TENANT DOORS;PITCH SLAB AND BRICKS SLIGHTLY DOWN CONC,FOOTING TO 4'-0" I I AWAY FROM BUILDING BELOW GHRADE W/(2)#5 BARS T&B I O I I----- --------------- -—————————— ------------—— I I I ------------------------------ --------------- ------------- ---- ------- --------- —————————— ---------- ---------- ----------- SHEET o'-z t/z° 0'-7 1/2" 0'-7 t/z" 0'-7 t/z° 0'-7 t/z" 0'-7 t/z' �vl A7 PARTIAL FOUNDATION PLAN FILE#: JDS16032 SCALE: 1/4" = V-0" DATE:06/08/17 PROJ. MGR. JDS k IIII IIII IIII IIII Hillw z D L o z N IIII G) Ol D= � IIII G 0 m A FT IIII G rn O z N�n rn u' O 0 n z - IIII 02 A N rn � Hill > D Z F— O 0 O ® IIII OO N T o IIII � T N D z ml c� � Ilu zIlu ull A i' IIII 0 � n IIII IIII . W W A A m o �, REVISIONS o JOB LOCATION: p m N0. DESCRIPTION BY DATE JAMES D. SM I T H HYANNIS, MA INITIAL ISSUE JDS 06/08/17 rn 3 n 505-511 MAIN ST. A 0 m ARCHITECT AIA � rn m J N SECOND FLOOR FRAMING PLAN 5 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITH11@COMCAST.NET D V O zxp o<c O m T O D Z� =zz L7 D D 1 3/4"x 14"TJI'S 0 16"O.C. \ \ � I \ A / O A O O tp J o a \ I. 0 0 n N O O A 2 — O O O w n � m c1 O ' I TrIIIH �l ��l I m /V WD m _ \ II� z o_ D I z 0 In S A O O D O n O W = OS § / \ - I � O I y \ / N T x D w X v1 nP 0 2 X 8'S 0 16"O.C. AT STAIR 1 3/4"z 20"TJI'S®16"O.C. mA O� <O 'o< r z, 0 O v o -n REVISIONS JOB LOCATION: 0o � HYANNIS, MA N0 INITIAL PTION BY DATE JAMES D. SMITH, INITIAL ISSUE JDS 02/14/17 0 o N 505-511 MAIN STREET �� ARCHITECT AIA � ROOF FRAMING PLAN � 35 LOTHROP'S LN., W. BARNSTABLE, MA 02668 PHONE: 508-367-8920 EMAIL: JAMESDSMITHII@COMCAST.NET w LEGEND = 14 APARTMENT 1 APARTMENT 5 2x2 LED RECESSED LIGHT ®gp SMOKE LIVING LED-4 FIXTURE DETECTOR GYP.BOARD CEILING z 9'-0"C.H. � {1 IO ��tIIG EXTERR WALL PACK 0 2 L D G-1 DOWN LIGHT FIXTURE ED CAN INTERIOR DLED) 11 A20 N ( LLLIII LIGHT LED-1 Q INTERIOR WALL LAMP A9 ®SO A9 !, O D BULB LED-2 WITH LE L FIXED SKYLIGHT I Al A�/�, Al r L 2'-0"FLORESCENT LIGHT FIXTURE ® D I� J LED-1 LED-1 LED-1 m N H � eX EXIT SIGN A9 Z W EL EMERGENCY LIGHTS per" A9 A9 Q Q m ® RETURN/CEILING = BEDROOM 0' —I EXHAUST FAN Q EF-1 REGISTER FT1 GYP.BOARD CEILING z 9'-O'C.H. - z w CORRIDOR Al® A10�® (nN DROPCEILING LED-1 �1 J D_ 8'-0'C.H. A2 A2 BOARD P , j KITCHEN W o I��OJp M O lu BATH MA9 A6�I,I-�� y � ® G'' CONNECT RANGE z 10 ROOF LED-t �iA2 A21*y HOOD EXHAUST ZO APARTMENT 5 APARTMENT 4 APARTMENT 3 °"°°` APARTMENT 2 BEDROOM A,9 FAN TO CKTAIB `-1 GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING At® L� 9'-, C.H. 9'-0'C.H. 9'-0'C.H. 9'-0"C.H. A2 LED-1 AB^ GCI�L-- Al Ii FLIAS CLOSET AS BEDROOM BEDROOM BEDROOM I A'® �ERAI' Al® O GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING I ® EF-1 AS LED-1 I - LED-, ® Al2 (7, C) C) I I 0 n LED-, G.wP °1 BEDROOM ® z V ® z z ® z GYP.BOO ARD CH ICING BATH II II II 'I ELECTRIC POWER PLAN < o� SCALE: 1/4" = 1'-0" N e O_ m o O V z j w LO1Ll BATH BATH BATH BATH NOTE: � 0- N G.C.'S ELECTRICAL CONTRACTOR TO PROVIDE INTERCOMSYSTEMATEXTERIORDOOR& ELECTRIC LEGEND u J U Q CORRIDOR IN EACH APARTMENT. o DUPLEX OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE ? DROP CEILING 0 G.C.TO PROVIDE CARBON MONOXIDE ®x G=G.F.I. C=ABOVE COUNTER WP=WATERPROOF d 8'-O'C.H. LE0.1 DETECTORS IN EACH APARTMENT z PER LOCAL&STATE CODES G.C.TO PROVIDE OUTLETS IN BATH BATH LAUNDRY BATH BATH HALL WAY PER LOCAL&STATE CODES 9'-O'C.H. 9'-O'C.H. 9'-0-C.H. 9'-O'C.H. I 9'-O'C.H. E.C.TO CONNECT ALL HALLWAY&STAIRWAY °NEN LIGHTS TO EXISTING RESTAURANT PANEL BOARD. 1 E.C.TO PROVIDE MOTION SENSOR LIGHTS ORAGE FOR STAIRWAY,CORRIDOR&LAUNDRY ROOM.G. z u BEDROOM II BEDROOM BEDROOM a BEDROOM II EXISTING TOCOESTAURNNECT NTPAC LBOARDWASHER TO ��-, EXISTING RESTAURANT PANELBOARD. Q Z GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING W cl- 9'-0'C.H. 9'-O"C.H. 9'-O'C.H. 9'-0"C.H. Q W 0 PANELBOARD "A" W w VOLTAGE: 120/208 PHASE: 3 LOCATION: SEE PLAN Z J BUS AMPS:125 WIRE: 4 MOUNTING: WALL O LLl ® ® , V (7 MAIN OVERCU C) C) n RRENT DEVICE: REMARKS: F x-1 Z = = I CIRCUIT PA-1 a V/ 4 ., m M m m I AMPS: 125 UO I z BREAml . BREAKER LOAD 0 L L CKT DESCRIPTIOIJ CKT DESCRIPTION m AMP HAS AMH POLE KVA HAS O L01 1 LIGHTING'P/S 20 A 2 BEDROOM RECEPTACLES 15 1 1.0 A Q 3 SPARE 20B 4 KITCHEN GFI 1 15 1 1.5 B Q uT r l O 5 SWITCH LIGHTS 20 C 6 KITCHEN GFI 2 15 1 1.5 C �J G 7 LIGHTING•P/S 20 A 8 KITCHEN GFI 3 15 1 1.5 A APARTMENT 6 APARTMENT 7 APARTMENT 8 APARTMENT 9 9 LIVING/HALL RECEPTACLES 20 B 10 DISHWASHER 20 1 1.5 B = J 11 REFRIGERATOR 20 C 12 BATHROOM GA 4 IS 1 1.5 C f l w GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING GYP.BOARD CEILING 13 OVEN CONTROL 20 A 14 SPARE 20 1 A �J 9'-0"C.H. 9'-0"C.H. 9'-0"C.H. 9'-O"C.H. 15 ROOF TOP HVAC UNIT 30 } 1 2.4 B 16 TOILET EXHAUST FAN 20 1 .6 B LLJ 17 2.4 C 18 KITCHEN EXHAUST FAN 20 1 .61 C Q 19 2.4 A 20 SMOKE DETECTOR 20 1 1 .51 A LL.I n 21 MICROWAVE 20 2 1.5 B 22 SPARE 20 t B 23 1.5 C 24 SPARE 20 1 C 25 OVEN COOKTOP 20 2 3.2 A 26 SPARE 20 1 A 27 3.2 B 28 SPARE - 20 1 B 29 SPARE 20 1 C 30 SPARE 20 1 C PHASE A LOAD KVA): 12.1 PHASE B LOAD KVA): 12.2 PHASE C LOAD KVA): 10.2 SHEET TOTAL LOAD(KVA): 34.5 +P/S= PANEL SWITCHED •'•55= SURGE SUPPRESS ELECTRIC POWER PLAN TC= TIME CLOCK CONTROL Eml FILE#: JDS16032 SCALE: 3/16" = 1'-0" DATE:06/08/17 PROJ. MGR. JDS APARTMENT 1 I..� Z U N LIVING J r: U) ul m � � o APARTMENT 5 O W a= BEDROOM 3 z CORRIDOR J w �� DISH WASHER d PLUMBING FIXTURE SCHEDULE P5 W = MARK DESCRIPTION WASTE VENT COLD HOT SINK Q M WATER WATER N m BATH P, WATER CLOSET 3" 3" 1/2" `/T'�J M o P 2 BATH SINK 1 1/2'• 1 1/2" 1/2" 1/2" BEDROOM = 0�� P 3 BATH TUB/SHOWE 2" 2" 1/2" 1/2" m Z APARTMENT 5 APARTMENT 4 APARTMENT 3 P 5 KITCHEN SINK 1/2" 1 ,/2" 2" , 2" i�1 Q o ^T�^ APARTMENT 2 P 5 DISHWASHER 2" /2" /2" 2" Z •CHECK APPLIANCE SPECS. F g PLUMBER TO MAKE FINAL CONNECTIONS. REFRIGERATOR F RINNAI TANKLESS PANTRY 11 HOT WATER HEATER HW — _ Fi CW BEDROOM I BEDROOM I I BEDROOM P2 X I X , , P3 0 F n I n I n I n BATH CONNECT TO 0+ = r m r 2 m BEDROOM APARTMENT#5 --� WATER METER Z Z Z Z r II II II II � HOT 8c COLD WATER PLAN SYMBOL LIST n o —-— SCALE: 1 C.W. -COLD WATER 4' = 7'-O" / O m o O —--— H.W. -HOT WATER (n O SANITARY WASTE PIPING BELOW SLAB ZO IED-1 —��— VENT PIPING ABOVE SLAB LLI F 1n BATH BATH BATH BATH D- 1^ _ V.R. VENT RISER - J U Q w F CORRIDOR oZ DROP CEILING RINNAI TANKLESS 2 8'-O"C.H. HOT WATER HEATER CONNECT TO BATH COLEDS WATER BATH I BATH BATH NDRY , LIVING li E D. GENERAL NOTES APARTMENT 5 WASHER 1. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND — W PROVIDE 1 1/2" I I� AUTHORITIES HAVING JURISDICTION. II BEDROOM II WASTE LINE TO WASHING 2. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED MACHINE PLUMBING PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. O L 3. ALL CONTRACTORS SHALL EXAMINE THE SITE AND REVIEW THE DRAWINGS Q o SAND HALL BE IFVERIFIED SATRIOR TO THE JOBSSBEITTING A PROPOSAL. ALL ELEVATIONS p5 DISH WASHER C w 1 BEDROOM BEDROOM ! BEDROOM T� I 4. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING G J UTILITIES IN FIELD PRIOR TO STARTING WORK. C) o 5. PLUMBING CONTRACTOR SHALL COORDINATE HIS HER WORK NTH OTHER F vx I = _ I " I CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS. U Q 6, ALL PIPING TO BE CONCEALED IN HUNG CEILINGS, CHASES AND FURRED SINK m m m m , %&ACES. J ��////, W Z Z Z Z 7. THE DRAWINGS AS PREPARED ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED /'� 'm L AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE z �1 TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. v1 Z COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH BEDROOM 2 00 Q g EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. 8. REFER TO APPLIANCE SPECIFICATIONS FOR EXACT LOCATIONS OF PLUMBING ' I 00 CONNECTIONS. L B. ALL WATER,LINES SHALL BE TYPE"K"COPPER TUBING WITH 1/2"THICK I . I APARTMENT 6 APARTMENT 7 APARTMENT 8 APARTMENT 9 ARMAFLEXNSULAnON. I I I 10. ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND I D CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A PERIOD OF ONE YEAR ( 1 FROM THE DATE OF ACCEPTANCE BY ENGINEER. �J 11. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT/ NEW RINNAI TANKLESS OWNER. I HOT WATER HEATER 12. PLUMBING CONTRACTOR-TO PROVIDE AERATORS ON ALL HAND SINKS AND PANTRY l LAVATORIES THROUGHOUT THE FACILITY. N M \ CONNECT TO VENT THRU ROOF P3 P2 CONNECT TO OUTG WASTE BATH LINE IN BASEMENTSHEET PLUMBING PLAN P-1 SCALE:3NB"=T•-0• WASTE AND VENT PLAN DATE:: 6/08/ 7 06/OS/17 SCALE: 1/4" _ ,'-o" PROJ. MGR. JDS �■w ZQ �• z ■� � wW � a � U TYPICAL ROOF CONSTRUCTION: a 0 RUBBER MEMBRANE ROOF OVER RIGID INSULATION/ w a u THICKNESS AS REQUIRED TO MEET CURRENT MASS. ENERGY CODE/112"PLYWOOD OVER TAPERED SLEEPERS w RUNNING FROM FRONT TO BACK OF BUILDING TO m N CREATE 1/4"PER FOOT SLOPE/112"PLYWOOD DECKING o OVER 14"TJI ROOF JOISTS @ 16"O.C. N ■ z '�' a � m NEW 14"TJI'S @ 16"O.C. NEW 14"TJI'S @ 16"O.C. NEW 14"TJI'S @ 16"O.C. NEW 20"TJI'S @ 16"O.C. 3 J NEW 8"CONCRETE BLOCK WALL TYPICAL CEILING GYP.BOARD < J w ON EXISTING 12"CONCRETE BLOCK ON 1 x 3 STRAPPING @ 16:O.C. 08/15117 APARTMENT 2 � a WALUPROVIDE REBAR FROM CORES m OF EXISTING WALL INTO NEW WALL APARTMENT 5 APARTMENT 4 APARTMENT 3 W = AND FILL NEW WALL SOLID PROVIDE 518"FIRE CODE GYP.BOARD ON 1 x 3 TYPICAL NEW EXTERIOR WALL: ro STRAPPING TO BOTTOM OF NEW FLOOR JOISTS/ SIDING PER EXTERIOR ELEVATIONS/ J n /2"PLYWOOD SHEATHING/ 2 x 69 16"O.C. BUILDING PAPER/1 M o MAINTAIN CONTINUOUS 1 HOUR ENVELOPE2 u PROVIDE SOUND INSULATION BEARING WALLS o 2 x 6 STUDS @ 16"O.C./INSULATION AS BETWEEN UPSTAIRS AND DOWNSTAIRS TENANTS BETWEEN APARTMENTS AND BETWEEN TENANTS& m REQUIRED TO MEET CURRENT MA ENERGY CODE ui CORRIDORS AND IN FLOORS N CORRIDOR 3/4"T&G PLYWOOD SUBFLOOR GLUED p AND NAILED TO TJI'S I I _ d NEW 14"TJI'S @ 16"O.C. NEW 14"TJI'S @ 16"O.C. NEW 14"TJI'S @ 16"O.C. NEW 14"TJI'S @ 16"O.C. EXISTING 2 x 12'S @ 16"O.0(ROOF JOISTS) EXISTING 12"STEEL BEAM EXISTING 12"STEEL BEAM EXISTING 12"STEEL BEAM EXISTING 12"STEEL BEAM NEW 2 x 6"BEARING WALLS ON EXISTING CONCRETE EXISTING 12"CONCRETE EXTERIOR WALL/ BEARING WALLS BETWEEN FIRST FLOOR UNITS; TOM IL-O 8 ND 1 q^BOVE_E STING TO BE STRAPPED AND SHINGLED PER AT AKVE EXTERIOR ELEVATIONS LIVIN' EZ MINI MART BLACK PEARL TAT00 OTES/5/8"FIRE CODE GYP.BD.OT 1 HOUR FIRE RATING BETWEEN TENANTS081517A VI N 85'-0" EXISTING FLOOR EXISTING SLAB a t0 N 0 o 0 BASEMENT BASEMENT BASEMENT z omoo > o w � � - o U J W N Q Vl w F > 0 z SECTION A—A SCALE: 1/4" = V-0" Q z 0 H a o — J -7 , m L' VI � zZ z Q � o z v w cn cn 0 U SHEET A10 FILE#: JDS16032 DATE-08/15/17 PROD. MGR. JDS C.M. N/A SEE PAVEMENT SECTION NOTES HEAVY DUTY H-20 COVER - - ��.J LABELED "DRAIN" F&C 1. DATUM IS NAW88 DRILL (2) 1"0 HOLES IN COVER 8" H-20 F&G RIM LISTED Clem. Sch. \�et 5I. COMPACT BACKFILL 1N 6" 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ate ens Nor h to 5\' LIFTS (TYP. ALL DRAINAGE) BE USED PURPOSE FOR LOT UNE STAKING OR ANY OTHER too MIRAFI 140N FABRIC OVER H-20 PRECAST 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 5\' 5t' FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"0 HDP :w DIGSAFE 1-888-344-7233 °n South AS. REO. ADS N-12 OR EQ. DRILL too �' BRI ADJUSTING COURSE ( ) AND VERIFYING THE D MORTAR LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES o SET L INV. Man Lacus\ocj (TYP.) PRIOR TO COMMENCEMENT OF WORK. m N PROPOSED 2.0' ( P.) 4. SEWER LOCATION APPROXIMATE FROM TOWN RECORDS, a o H-20 GREASE TRAP BY FIELD LOCATION OF COVERS. C.LEACHPIT INV. 12"0 HOPE PIP g co Z 6'0x6'—e" SHOREYLISTEO 5. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT, `^ H-20 LP OR EQUAL -' INV. USTED ALL RUNOFF FLOWS TO REAR OF BUILDING. U ` H-20 CATCH BASIN 6. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND .STONE.;,. 4' MIN. SUMP Oak MIk AROU D PI7 METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION old 5t. s'—s" x 4' I.D. SHOREY SOLID RULES AND REGULATIONS AND THE MASSACHUSSETTS Gosn BASIN 4' 0. HO DEPARTMENT OF PUBLIC WORKS STANDARD IWi4 6" STONE UNDER 4' I.D. ECCENTRIC TOP SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS Bay AMENDED TO PRESENT. ANY SEWER WORK SHALL 1-1/2" DOUBLE WASHED STONE (TYP.) COMPLY WITH THE TOWN OF BARNSTABLE DPW SECTION THRU DRAINAGE STANDARDS AS AMENDED TO PRESENT. LOCUS MAP SCALE 1"=2000't ASSESSORS MAP 308 PARCEL 93 TOWN SEWER TO REMAIN TOWN WATER EXISTING TO REMAIN HYANNIS FIRE DISTRICT MAP 308 PARCEL 92 PARKING KENNETH & ROBERT MITCHELL pp DB 2653 PG 137 PROPOSED 9 ONE BEDROOM DWELLING UNITS 9 BEDROOMS x 1 SPACE/BEDROOM = 9 SPACES REQUIRED x�/S p`7� % 10 PARKING SPACES PROVIDED ONSITE n. S �� g`L5p / 5 s r LOT 1 ZONING SUMMARY 2 / 15,337 SFt s. /—/ 0.35 AC. ■ / ZONING DISTRICT: HVB DISTRICT REQUIRED: EXISTING: PROPOSED: Is, , MIN. LOT SIZE 5,000 S.F. 15,337 S.F. 15,337 S.F.i FULL-CUTOFF F MIN. LOT FRONTAGE 10' 102' 102' 05 IRE DEPARTMENT LED WALL 6 ) --`/ MIN. FRONT SETBACK *4' 12.2' *2.6' o J' CONNECTION PACK (TYP) p' MIN. SIDE SETBACK — 0.6' 0.6' STAIRS TO REPLACE EXISTING \ MIN. REAR SETBACK — 39.2' 34.5' 5 EXISTING CANOPY BUILDING \\ MAX. BUILDINGHEIGHT 42' 3 STORIES)o. J, PROPOSED HT TRES( ) 2 STORIES 2 STORIES o ROPOSED 9 UNITS OVER \�" � MAX. BUILDING COVERAGE 100%' 42% 49% BOLLARD (TYP) \ *SEE BYLAW OVERHANGS O.K. O• MAP 308 PARCEL 96 �' n SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT KATHY A LIS TR LIGHTING SKETCH DB 264 6 PG 169 �\ / PGFS e Se .......-: SCALE: 1 " = 40' PHILIPS LED WTL90WLU—FWT o SITE PLAN e::.:::::::';.y OF S` o #505-511 MAIN STREET S _ I HYANNIS, MA CAPE COD BERM \ 9�G 5 12"X3" INTERGRAL WITH TOP COAT S/ 'S PREPARED FOR TO MATCH EXISTING (NOT APPLICABLE THIS SITE) 9 '-0 O 1.0" TOPCOAT MASS DPW Al INDIAN PAVILION TYPE If 2.0" BINDER 5�� o > DATE: MARCH 9, 2017 2 REV.: APRIL 28, 2017 MAP 308 PARCEL 94 C ��NOFMgs �,� any EXTEND GRAVEL 6" MIN. 72" REPROCESSED ASPHALT GRAVEL JOHN E-C LLESSA RIM 30.2 MAP 308 PARCE 259 / A DANIELA. off 508-362-4541 o`' os , - MDPW SPEC. VIB. ROLLER COMPACTED DB 22186 PG 29 INV. 27.2 RAYMOND PLO ARCZYK TR g E PAST EDGE PAVE COMPACT SUBGRADE DB 29809 PG 8 � OJALA o OJALA I fax 508-362-9880. CIVIL " No.40980� N downcape.com 30 No.46502 q 11 S Po RFa,STe"' �a FESS,S ° down cape engioeo�iog,inc. R �V ND a E civil engineers PAVEMENT CROSS SECTION Scale:1"=20' , A / land surveyors NOT TO SCALE 939 Main Street ( Rte 6A) 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 >6-39> ,6-39, � . LitCie N0 A ' ZAYR�-5T O R E �— �• CApr coO D� 1 l 6 • "..._-_QO-�•-�� - ••'�'�'. - � �' .few E L O ' • t \ s ,H H i,, I ME •!• - •-� f _ 7Fb -�•:: ._..+c- �_. y'� - t I"i✓cr.:G-r - ' .,- '•v=... ,�gpis ►+M•tYM . . _ 1' _�,.t-,. ....�... ....... :� i1.-�'•,�r,�.{- 'v�T�%d►' - .:e' t�:-t1�.tk y^q��'"p�iYe: t,.. y- �,�� ► ' �_- - TOwrzR !'CR I i tr• \ `� t-Ids RT ct ui LO µ{ _., ••lob <- �. - .. i � 1•- �� TOP 5 W O.P N' z TQ�E � gTCRf4.1, d octew _ Po-%'t logo 47�y 79 -watt_ ` " . ... ._.�._._ ---- 9�z• _ _,.� _ ,.',, - � - � —`'� �, I - _ T. S T_ ._._.��. ✓ Q .D t , - L2� 0 •.� - ` O Abe/ �, _ J� ,� � ;-_�: - J . 9 N Tro /ZZ//- 1 2 :4 4 ----. — — ---_ -- -- - - = ___ ----_ - SEE PAVEMENT SECTION NOTES HEAVY DUTY H-20 COVER LABELED "DRAIN" F&C 1. DATUM IS NAVD88 Hya. Eo t� et h t t DRILL (2) 1"� HOLES IN COVER 8" H-20 F&G RIM LISTED 2. THIS.PLAN IS FOR PROPOSED WORK ONLY AND NOT TO E1e f"te ens Not So`n S• COMPACT BACKFILL IN 6" BE USED FOR LOT LINE STAKING OR ANY OTHER LIFTS (TYP. ALL DRAINAGE) PURPOSE. MIRAFI 14ON FABRIC OVER H-20 I _ - 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING t PRECAST S � �otn St South Sa RISERS SLOTTED 12"0 HDPE DIGSAFE (1-888-344-7233) AND VERIFYING THE FABRIC LINE ALL SIDES OF DRAINAGE DRILL (2) 1"0 o z AS REQ. ADS N-12 OR EQ. HOLE : BRIC ADJUSTING COURSE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 1 SET L INV. MORTAR oin Locus c' m o (TYP.) PRIOR TO COMMENCEMENT OF WORK. St boo PROPOSED 2.0' ( P.) N 4. SEWER LOCATION APPROXIMATE FROM TOWN RECORDS, Cb a �' H-20 GREASE TRAP BY FIELD LOCATION OF COVERS. LEACHPIT INV. 12"0C.B. TRAP HDPE PIPE LISTED 5. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT, a 6'0X6'-8" SHOREY ALL RUNOFF FLOWS TO REAR OF BUILDING. � . H-20 LP OR EQUAL INV. LISTED H-20 CATCH BASIN 6. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND �70ak STONE 4' MIN. SUMP METHODS EMPLOYED ON THIS PROJECT WORK SHALL 4'•MIN:AR01J D PIT CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION �osnoid St. RULES AND REGULATIONS AND THE MASSACHUSSETTS Lewis 6'-6" x 4' I.D. sHOREY SOLID DEPARTMENT OF PUBLIC WORKS STANDARD J BASIN H-20 OR EQUAL SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS Bay 6" STONE UNDER 4' I.D. ECCENTRIC TOP AMENDED TO PRES ENT. T. ANY SEWER WORK SHALL 1-1/2" DOUBLE WASHED STONE (TYP.) COMPLY WITH THE TOWN OF BARNSTABLE DPW STANDARDS AS AMENDED TO PRESENT.THpU Dp„INyVC LOCUS MAP SCALE 1"=2000'f ASSESSORS MAP 308 PARCEL 93 TOWN SEWER TO REMAIN J� TOWN WATER EXISTING TO REMAIN 3q 3� HYANNIS FIRE DISTRICT PARKING MAP 308 PARCEL 92 KENNETH & ROBERT MITCHELL �- 00 DB 2653 PG 137 PROPOSED 9 ONE BEDROOM DWELLING UNITS / 10�,• / /f 9 BEDROOMS x 1 SPACE/BEDROOM = 9 SPACES REQUIRED �,/ r �\ �� Oh� Ile / 10 PARKING SPACES PROVIDED ONSITE l 02 ° � s �� / LOT 1 c' ZONING �UMMARY. 2 15,337 SFf 0.35 AC: ZONING DISTRICT: HVB DISTRICT d,� m REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 5000 S.F. 15,337 S.F. 15,337 S.F. FULL-CUTOFF F MIN. LOT FRONTAGE 10' 102' 102' IRE DEPARTMENT LED WALL MIN. FRONT SETBACK *4' 12.2' *2.6' 05 ° s� CONNECTION . PACK (TYP) 0' �' MIN. SIDE SETBACK - 0.6' 0.6' STAIRS TO REPLACE EXISTING : MIN. REAR SETBACK - 39.2' 34.5' 5 EXISTING CANOPY BUILDING ° PROPOSED �` MAX. BUILDING HEIGHT 42'(3 STORIES) 2 STORIES 2 STORIES 9 UNITS �� 1� MAX. BUILDING COVERAGE 100% 42% 49% 0.1 ROPOSED OVER BOLLARD TYP ( ) � + *SEE BYLAW OVERHANGS O.K. 0 MAP 308 PARCEL 96 /` " �� SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT KATHY A LIS TR ' Z LIGHTING SKETCH DB 264 6 PG 169 GAS 'b P •� SCALE: 1 = 40' ;.' PHILIPS LED WTL90WLU-FWT jc.:; :.. c ...C .. :::::- a �H SITE PLAN �,. :. .� OF `sa+. S \ I #505 5 — 11 MAIN STREET S GS LsJ HYANNIS MA CAPE COD BERM 0�� I PREPARED FOR 12'X3' INTERGRAL WITH TOP COAT S TO MATCH EXISTING (NOT APPLICABLE THIS SITE) ,5� Fj� INDIAN PAVILION 1.0" TOPCOAT MASS DPW tk \ TYPE II 1� 2.0" BINDER DATE: MARCH 9, 2017 > 2 REV.: APRIL 28, 2017 ooQp0000000000000000Q0000 OF MgSs MAP 308 PARCEL 94 C N OF MA, SC 12" REPROCESSED ASPHALT GRAVEL JOHN E C LLESSA RIM 30.2 MAP 308 PARCE 259 ��`� DANIEL yGs EXTEND GRAVEL 6" MIN. DB 22186 PG 29 INV. 27.2 RAYMOND PLO C ARCZYK TR o`' DANIEL A- �s � off 508-362-4541 PAST EDGE PAVE COMPACT SUBGRADE MDPW SPEC. VIB. ROLLER COMPACTED `� o A. m fax 508-362-9880 DB 29809 PG 8 o OJALAco NO�09 0 ( downcape.com CIVIL 30 No.46502 j • • s �0 � G,ST ��°�w`` ��ti Ess,� down cope engifteeriftg, Inc. sto �� o S Rv civil engineers PAVEMENT CROSS SECTION Scale: 1"- 20' ,�-� -�.� --J1 �- land surveyors - 939 Main Street ( Rte 6A) NOT TO SCALE DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 6_3 n 0 10 20 30 40 50 FEET J 16-391