Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0107 SEA VIEW AVENUE
v (' �� (� / �� -'I \ �, i / !� ',, ;, A t 0 0 Town of Barnstable _ ffuilding BARN- y rPost This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept M � IPosted Until Final Inspection Has Been Made. Permit EOMa�" Mhere a Certificate of Occupancy is Required;such Building shall Not be Occupied_until�a Final Inspection fias been made. ljl Permit No. B-20-1932 Applicant Name: EJ Jaxtimer Approvals Date Issued: 08/04/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/04/2021 Foundation: Location: 107 SEA VIEW AVENUE,OSTERVILLE Map/Lot: 162-024 Zoning District: RF-1 Sheathing: Owner on Record: WIANNO CLUB Contractor Name: -,.ERNEST J JAXTIMER Framing: 1 Address: P O BOX 249 Contractor License: CS-003251 2 OSTERVILLE, MA 02655 Est. Project Cost: $40,000.00 Chimney: Description: Replace (23)Window units with new PELLA in same openings. (See Permit Fee: $ 160.00 Insulation: attached specs) Fee Paid: $ 160.00 Project Review Req: Date: 8/4/2020 Final: Plumbing/Gas Rough Plumbing: g This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftAMF?eeOfficial Final Plumbing: 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. Rough 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. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health ."Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �.' Town of Barnstable Regulatory Services S Richard V. Scali, Director BARNTABLE MPNSfRBI[�WIENI::P.CPVrt•It.xM • snuvsTas�.[.. Building Division ice 1<°�'°'�'°" 16 9. ,0� Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us May 1, 2014 Wianno Club, Osterville c/o Peter Sullivan PE Sullivan Engineering, Inc. 7 Parker Road P. 0. Box 659 Osterville, MA 02655 RE: Site Plan Review#011-14 Administrative Approval—Wianno Club Deck 107 Sea View Ave, Osterville Map 162, Parcel 024 Proposal: Add a timber deck to the seaward face of the Main Club House and to permit an existing patio. The purpose of the new deck is to provide a direct connection with the dining room in the 1887 building with the newer Sea View Dining Room. Presently the two dining areas are separated by the kitchen, storage and rest rooms. The patio was innocently installed to eliminate a dirt path on the existing lawn created by pedestrian traffic to the Snack Bar. Dear Mr. Sullivan: Please be advised that the above proposal has been found to be administratively approvable, subject to the following: • Approval is based upon, and must be substantially constructed in accordance with,plan entitled"Proposed Deck Plan of the Wianno Club,Barnstable, MA"prepared for Wianno Club by Sullivan Engineering, Inc. Osterville, MA, dated April 8, 2014; and,plan entitled "Renovation of The Wianno Club—Main Clubhouse" 1 S`Floor Plan, prepared by Brown Lindquist Fenuccio &Raber Architects, Inc. dated April 8, 2014. • Conservation Commission conditions and restrictions. • Barnstable Historical Commission review. • Applicant must obtain all other applicable permits, licenses and approvals required. I 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 i_ _j all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). A copy of the approved site plan will be retained on file. Sincerely, r Ellen A Swiniarski Site Plan/Regulatory Review Coordinator cc: Tom Perry, Building Commissioner Attorney John Kenny i I i �� ROYAL BARRY WILLS ASSOCIATES , N : A R C H I T E C T RICHARD WILLS AIA JESSICA B. WILLS AIA R O B E R T J . PESIRI August 1, 2006 Thomas Perry Building Commissioner-Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Wianno Club- Site Plan Review Action Items(from July 27,2006) Dear Mr.Perry, I am writing in response to your request for a building analysis of the construction type, uses,and square footage of the existing Club House.An analysis of the proposed additions is also included. The Wianno Club has also provided me with a copy of the latest testing information for the sprinkler system. I am attaching a copy for your use. Construction Type: -The existing Club House and all attached additions are wood-framed construction(Type"5B"as defined by the Mass.Building Code). -The proposed Kitchen and Casual Dining additions are to be wood-framed construction(Type "5B"). Uses: -The existing Club House is a mixed-use building that incorporates Assembly areas and transient lodging spaces. These can be defined as use groups"A-3"and"R-1"by the Mass.Building Code. -The proposed Kitchen and Casual Dining additions can be classified as use group"A-3." 8 NEWBURY STREET 0 BOSTON, MA 02116 617-266-5225 (FAX) 617-266-425 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 207-563-8499 IFAXI 207-563-6659 (O I ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA R O B E R T J. P E S I R I Building Square Foota (Gross): -Existing Basement: 7013 s.f. (excluding area of crawl spaces and slabs) -Existing First Floor: 21,152 s.f. -Existing Second Floor: 8399 s.f. -Existing Third Floor: 6194 s.f. -Existing Club House Total s.f.: 43,358 s.f. -Proposed Additions-Basement: 3223 s.f. -Proposed Additions—Casual Dining&Kitchen: 2903 s.f. -Proposed Additions Total s.f.: 6126 s.L If you have any additional questions or requests, please feel free to contact me. Sincerely, i David Stuhlsatz cc.R.McCoy& Sullivan Engineering 8 NEWBURY STREET 0 BOSTON, MA 02116 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 207-563-8499 (FAX) 207-563-6659 r — - &. rlco SPRiiNKY.1F..FIRE PROTECTIW SERVICE -- 3SO Main SWw.W.Varmoutk MA 02673-f3Q8)775-2M B4440W PMZIWp00 Nvi xs l u(508)778-9628 SPRINKLER SYSTEM REPORT OF TEST &1NSPECTION Name of Premise Wianno Club-Club House Tel# 508A28.6981 Address 107 Seaview Avenue-Ostervi(e,.MA a2655 ` Owner Wianno Ciub Tel# 508-428-6981 Address 107 Seaview Avenue-Osterville, MA 02655 REPORT# F 46414 ANNUAL TEST.& INSPECTION I/ REPORT DATE 4120106 SEMI INSPECTION Owner's Section _.._._ A-Explain any 01mupancy hazard changes since the previous inspection NONE B. Describe fire protection modifications since the last inspection NONE C. Describe any fKeS since the last inspection NONE D.When was the system piping last checked for stoppage,corrosion,or foreign matter? JANUARY 2001 E.Wrien was the dry piping system last checked'for properpitcii? UNKNOWN F.Are dry valves adequately protected from freezing? 1.)General 5 NO NIA A..is the building occupied? YE B. Are all systems in service?C. Is there a minimum of 18 in. clearance between the top of the storage and the sprinkler deflector? D. In areas protected by wet systems, does all T Of the building appear to be property heated? E: Does-the hand hose on the sprinkler system — appear to be satisfactory? J F. Is the building completely sprinkled? G. 2" main drain flowed?. �►— — - H. Dry system, low points drained this inspection? I. Alarms tested this inspection? -7- Inspection comments: — ---- --- -� TH18 1S.A DRY SYSTEM MONITORED 6Y ASSOCIQ►TE A►RMS. _ T HE TAMPED SWITCHES AND LOW AIR ALA RIy GO DIRECTLY TO THE,A. ARM COMPANY. _ 9/P:A f;3a CQQa)TOT!ni - _ _ 1 2.) Control` Valves YES NO N/A A. Are all sprinkler system control valves and all other valves in the appropriate open or closed position? ✓ B. Are all control vales in the open'position and locked, sealed, or equipped with a tamper switch? 3.)Water Sup ies A. Was a water flow test of the main drain made at the sprinkler riser's 4.).Tanks, Pumps. lire Department Connections A. Are fire pumps,.gravity tanks, reservoirs, and pressure tanks in good condition'and properly maintained? B..Are fire department connections in satisfactory condition, couplings free, caps in place, and check valves tight? Are they accessible and visible? 5.)Wet Systems A. Are cold weather valves(O.S. & Y.) in the appropriate open or closed position? �. B. Have antifreeze system solutions been - -- -J tested? ✓ C. Were the antifreeze test results satisfactory? 6.) Dry Svsterhs A. is the dry valve in service? ./ B. Are the air pressure and priming water level in accordance with manufacturer's.instructions? ✓ C.-Has the operation of the air or nitrogen supply been tested? ✓ D. Were law points drained during this inspection? ✓ . E. Did quick opening devices operate satisfactorily? F. Did the dry valve trip properly during the trip pressure test? ✓ G. Did the heating.equipment in the dry-pipe Valve room operate at the time of inspection? ✓ QiC':.d )TOT!n i nnnin��nn.. .... .......-.._..�.. ----- ---- -- -- YES N4 NIA 7.) Special Systems A. Did the deluge or preaction valves operate properly during the last test? J B. Did the heat>responsive devices operate --"" properly during testing? / C. Did the supervisory devices operate during testing? J 8.) Alarms .A. Did the water motor and gong test satisfactorily? J B. Did electric alarm test satisfactorily? C. Did supervisory alarm service test -� satisfactorily? 9.) Sprinklers A. Are all sprinklers free from corrosion, loading, or obstruction to spray discharge? V B, Are sprinklers less than 50 years? C. Is stock of spare sprinklers available? — D:.Does the exterior condition of the sprinkler system appear to be satisfactorily? J E. Are sprinklers of proper temperature ratings for their locations? 10.) Date dry-pipe valve tested(control valve partially open) 4-20-06 11.) Date dry-pipe valve tested(control valve fully open) NIA 12.) Date quick-opening device tested 4-20-06 13.) Date deluge or preactiori valve tested NIA 14.) Review control valve maintenance YES 916:e4 PPPCQQPJ T.QT:nI i Trip Test Table DRY VALVE Q.O.D. E OD SERIAL Na MAKE MODEL. SERIAL NO. 6" ---- nINETOTRIP WAY AIR TPJ NT nME —Amy} DRY PIPE n+RU TEST PRESSURE PRESSURE AIR WATER OPERATING CONNECTION OPERATED TEST PRESSURa REACHED PROPERLY TEST MIN ET SEC P5a PSI P91 MI C VE$ NO VwTN0Uf— O.O.D. 61 BC so td NlA ✓ VAT" O-O.D — - IF NO. XPLAIN — OPERATION PNEUMATIC ELECTRIC HYDRAULIC DELUGE PIPING SUPERVISED YES NO DETECTING INEDIA SUPERVISED_ YES kO &PRE- DOES VALVE OPERATE FROM THE MANUAL TRIP AND{OR REMOTE CONTROL � YES NO STATIONS ACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING 1F NO,EXPLAIN VALVES 7ES NO MAKEDOES EACH CIRCUIT OPERATE DOES EACH ' MAXIMUM TIME SUPERVISION LOSS ALARM CII1CUiT OPERATE TO OPERATE NIA YES VALVE RELEASE RELEASE NO YES No COIN SSG Control Valve Maintenance Table Explain Control Valves No. T Abnormal Yp� Open Secured Closed Signs Condition City Connection PIV PIV YES YES NO YES PIV is frozen Tank Control ----. open Valves NONE Pump Control _ Valves NONE Sectional - _Control Valves NONE System Control - I-os a Y Valves . 2 1-BUTTrPrLy YES YES NO YES NONE Other Control ----- Valves NONE Make Model Size Type Serial# _"— Backflow Valve WATTS 709 60 DC 243399 Size Location Inspectors Test Valve --— -- - 1" SIDE OF BUILDING-KITCHEN Auxiliary Drain Valves - 7 BASEMENT-WORK SHOP AREA -- 15.)Water Flow Test at Sprinkler Riser Water supply source City? V Tank? Pump? ----------------------- Date Test Pipe --- Size`-------------------=---- Static Residual Location Test Pipe Pressure Pressure Last Flow Test 4-13-05 RISER 2" 75 70 Current Flow Test 4-20-06 RISER 2" 80 74 16.) Heat Responsive Devices Test Method. NIA Type of Equipment Manufacturer Test Results: Valve No. A B C D E F Valve No. ABCDEF Valve No. A B C D E F Valve No. A B C D E F Valve No. A B C D E F Valve No. A B C D E F Valve No. A B C D E F Valve No. A B C D E F Auxiliary Equipment: No? Type? Location? Test Result? 17.).Explain any"No" answers and comments. NONE — 1.8.)Adjustments or corrections made during.this inspection. LUBRICATED CONTROL VALVE AND FIRE DEPARTMENT CONNECTION. 19.)Although these comments are not the result of an engineering review, the following desirable improvements are recommended. NONE Inspector's Name PAUL CUDDY Company _A & B CANCQ Date APRIL 20. 2006 I 9�9:�1 PPPCQQal Tar nI r., ,1 r I � . t r y f '•y � - } , E ��� � - �� - j��-�� - ��� 6�� �0��6 .� � . .���: �� �r ROYAL BARRY , WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA R 0 B E R T J . PESI R I January 12, 2007 Jeffrey Lauzon Building Inspector—Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Renovations to the Wianno Club-Fire Wall Design Narrative Some concerns have been raised about the definition of the proposed Casual Dining Addition with regard to its status as a separate building. The following explanation and references, along with the architectural drawings that have been submitted to date (along with any additional drawings)will demonstrate that the Casual Dining Addition constitutes a separate building by virtue of the installation of a 2 hour fire wall per the provision allowed in 780 CMR 3400.3. As such, it will comply with height, area and building construction type limitations without regard to the conditions of the existing clubhouse building. The Casual Dining Addition is visually and operationally attached to the existing clubhouse building but has been designed with a fire wall that will serve to physically separate the areas as distinct buildings in the event of a fire emergency. The use group is to be "A-3"which is consistent with the use of the existing structure, and the construction type is to be 5B. The addition will be equipped with an automatic sprinkler system. The following reference from 780 CAM-Chapter 2-Definitions explains the intended condition: 8 NEWBURY STREET • BOSTON, MA 02116 0 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE 9 NEWCASTLE, ME 0455P 0 207-563-8499 • (FAX) 207-563-6659 Building:A structure enclosed within exterior walls or firewalls... For application of 780 CMR, each portion of a building which is completely separated from other portions by fire walls complying with 780 CMR 707.0 shall be considered as a separate building. 780 CMR further defines the parameters and intent of Fire Walls and Party Walls in 707.1, stating that"Walls shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall,and shall be constructed of any approved noncombustible materials that provide the required strength and fireresistance rating specified in Table 602 for the type of construction,but not less i than the fireresistance rating of the use group specified in Table 707.1" I i Additional explanation of the matter is provided in excerpts from the following document: BOCA National Building Code/1993-Commentary Volume 1, Section 707.0- Fire Walls and Party Walls. 'Tire walls and party walls serve to create separate "buildings"and separate "building areas"...Therefore, all of the provisions of the code—including height and area limitations,fire protection system and means of egress—are applied individually to the "building"'on each.side of the wall. As such,the fire wall must also provide the same protection afforded by the exterior walls,namely: structural integrity, structural independence and adequate fireresistance for exposure protection."...Fire walls must provide the same level of structural integrity and independence that is afforded by an exterior wall. Under fire conditions,therefore,the building on either side of the wall is required to be capable of collapse without causing the wall itself to collapse. (7-23,24) The fire wall between the Casual Dining Addition and the kitchen areas is located parallel to an existing load.bearing wall and will form a continuous barrier from the basement to underside of roof sheathing. To accommodate the construction of the Casual Dining Addition the existing bearing foundation wall in the basement will be 2 significantly modified by the addition of a new 10"thick, cast-in-place concrete wall that will comply with the minimum fireresistance rating of 2 hours. (NOTE: This wall is � PY g referred to as an 8" CMU wall on the Architectural Plans dated 11-21-2006 but recent design revision by the structural engineer will show the change to a thicker wall) Door openings in the fire wall at all levels are in compliance with 780 CMR 708.1 with regard to opening.size and adjacency. Door assemblies shall have a rating of not less than 1 '/2 hours per 780 CMR 716.1.Additionally, ductwork penetrations shown on drawings"H-1"and"H-2"shall have 1 '/2 hour fire dampers in accordance with 780 CMR 717.1. All electrical cables penetrating the fire wall shall have metallic sheathing. At the vertical termination of the of the concrete foundation the fire wall shall be continued by installation of a proprietary Gypsum Wallboard assembly that is detailed in drawing"A6.0."This wall shall be constructed in strict accordance with the manufacturer's instruction, including installation of break-away attachments to portions of the existing building. The GWB fire wall shall be continuous through the attic portion of the new "overbuild"roof, dividing this space in half. (Note: the new attic space created over the portion of the existing kitchen will be unoccupied and will not be accessible as storage space and consequently should not be considered as having an impact on the height and area limitations of the existing building)The fire wall will terminate on the underside of the combustible roof deck in accordance with the provisions of 780 CMR 707.5.2. and as detailed on drawing A6.0. Appropriate measures shall be taken to ensure the structural independence of construction on both sides of the fire wall and include,but are not limited to,the following: -The ridge beam of the overbuild roof is'located on the east side of the fire wall and is supported by continuous columns to new footings. The hip and common rafters on the west side of the fire wall will be supported along the line of the existing bearing wall. -Subsequent to completion of roof sheathing and prior to installation of roof shingles the plywood roof deck will be relief cut along the line of the fire wall from the north eave to the south eave. 3 - The support columns of this porch will be reconfigured in order to accommodate the structural independence of both buildings. The new covered porch area on the south side of the building will have a non-combustible fiber-cement board ceiling installed over 5/8" GWB sheathing(in lieu of the headboard specified on the 11-21-2006 plans). The exterior building walls surrounding the porch area will be clad with fiber-cement siding ("Hardi-Plank"or equal) installed over 5/8" GWB sheathing. Assembly of the fire wall will be the responsibility of the general contractor in accordance with the architectural plans and any additional information provided by manufacturers. The construction of the fire wall assembly will be monitored by the architect and comments specific to this area of the project will be included in reports submitted to the building department in accordance with controlled construction . provisions. Sincerely, t David Stuhlsatz-for Royal Barry Wills Architects Attachments: -3 Sketches -Excerpts from U.S. Gypsum Association Design Details 4 i /-LINE OF FIRE WALL NON-COMBUSTIBLE WALL TREATMENT TERRACE NOT SHOWN i COVERED PORCH W/ NON-COMBUSTIBLE CEILING TREATMENT PLAN W/ ADDITIONS DEMOLISH EXISTING PLAN SK. DATE: JOB: ROYAL BARRY WILLS ASSOCIATES, INC. a 1-1a2 r RMOVAIIONS TO nm 8 Newbury Street Boston,MA 617-266-5225 wiAmo a UB I I v� LINE OF FIRE WALL Q '^ rjo!) : rin a�t Li r.45 Li i : : � CT mo - - - - 61 It —__- -- _ _ -- �:__ 200 I�1 I® I T : EXISTING W/ RENOVATIONS PROPOSED CASUAL DINING ADDITION WOOD FRAMED DINING TERRACE WITH LATTICE TRIM Q (PLANTING5 NOT SHOWN) F �7 ri-V SOUTHERLY ELE ALTION Rd • ;O REVISION 1/10/2001. 0 �. as r } iZ 6:D ..S.-I 1 T H I!W C NO 1;j .CAK-%-u S.a i fsLs:' r t_Sr--A.t.M_r- N T S.: 1 '- F'D U_N_DA'L . i . i w . 1 -Fl A K y tE.Lt_t'!E NTS...D.M ITT.Et? C..Laiz,iTY 1 sic DATE: JOB: ROYAL BARRY WILLS ASSOCIATES, INC. 3 1- a-oG oncic 8 To' 8 Newbury Stz+f Boon,MA 617.266-5225 Design' Details .................................................................................................................................................................................................................................................................... Basl.(-- Interfaces Intersection at Roof Exterior Wall Intersection(as required) saw cut &imRDcK Brand Gypsum Panels 2"USG C-Runner L roof deck 2 X 4 stud roof rafter---- K. flx1f truss —weather banier fire blocking F 2"USG H-Stud as required SlwFtm Brand Gypsum Panels as required MTT n 2"USG C-Runners MM 'I it it )I it if it HUI it r) • )nnnnnonnonnnonnonn Ilr exterior sheathing 2 x 4 stud framing L it it it it ULJJ III JUUAIU.L) RDCK 0. USG alumirvin Brand Gypsum 0 USG Clip liner Panels exterior cladding Intermediate Floor Foundation two 2'USG C-Rumvers VEJ sound Insulation Ve"TYPES pan head screw &iffTRDCK Brand acoustical 11/4'TYKW sealant sealantorSsum 1.SlffMOCK fire blocking Brand Gypsum 9 liner Panels as requk.6 Joist 2'USG C-runner power-driven fastener 4: 24"o.c. -.;.. sealant r:, T as required Runner Installation Components 1 3/g" 2' 2' 0 0 space runner it 1/47'apart 2" 2"Nl.i00 21/2',, / USG C-Runner USG H-Stud .063'USG Aluminum Breakaway Clip 10 USG Area Separation Wall Systems ' .. . � � � � � . .........................................................................................................................................................................-- ...........---..............-------------- Clip Spacing Requiremerds � trusses attic Fwm Gypsum Panel (as required) uppermost 23'al wall requires USG aluminum dips at intermediate 10'D.C. flaoi/0811ing area separation wall assembly the btoddrig at floor line intermediate floorkelling pmven structural stability to 44% Additional LISG aluminum dips must be section below the upper assembly a0cent taming As allowed by code,5V&a-u=Brand FKcox Core Gypsum Panels may be wed as underlayment to mof sheathing with panels extending 41 on bath sift of area separation wall and possibly mof side at rake end.Clip placement on page 10 is for typical construction. 11' USG Area Separation Wall Systems � | � . ' ` _ . � � . .`� . ign' ^� B W����8� 0��24�&��� x����� ��v�^� '� ]� ����� ���cv . � ------'- -----------------------. -----------'`-----------.-_-------------. Use this section as a reference if questions arise during the design or application of USG Area Separation Wall Systems. This— section-- - - overview of good diesig , application, installation productsand safety considerations that should be addressed when VSG's systemsand ` This section outlines— some -'-v-- issues,- but is not � � ivceuueu ovueu comprehensive review. _° recommend that architects and contractors seek the assistance / of safety professionals, ml�' atth professional construction site, because there are many factors to consider that are not included here. For safety and material handling information, please refer to Chapter 13 of Me Gypsum Construction Handbook, Centennial Edition. System Performance United States Gypsum Company conducts tests on products and systems to meet performance requirements of established test procedures specified by various agencies.Upon written request we will provide test certification for published fire,sound,structural and other pertinent data covering systems designed and constructed according to our published specifications.Substitutions of any of the components are not recommended and are not supported by the United States Gypsum Company. 2 Cfip Attachment Area separation wall systems require attachment of aluminum breakaway clips to adjacent framing on both sides of the H-Studs.Clips are attached to each stud'and vertical C-Runners with one 3/8"TYPE S screw,and to adjacent framing with one - Type`"o TYPE^Screw.The system may=stacked°"maximum height o °° and normally require a vertical clip spacing of 10'o.c.max.However,when the wall has a stacked height exceeding 23',clip spacing along each stud below the 23'stacked height must be reduced to 5'o.c.max.(see illustration on page 11). When the area separation wall system is used as an exterior wall,with adjacent framing on only one side,clips � must be spaced-- as— _—'- -_---- --'—'ation_— _—ide_ —_—_--''—.- -''_`'---'—' TYPE S screws are required for clip attachment to the vertical H-Studs. 3 Sound Control For maximum sound control with wall systems,seal the entire pedmeter and between the horizontal,back-to-back Construction G-Runners at the interrri6diate levels with a rn(inimum 1/4"bead of SiiEmocK Brand Acoustical Sealant. 4 Limitations For use as a common 2-hr,fire resistance rated wail separating townhouses.Not to be used for shear walls. . sound- Informationrated systems;and~~.- Moisture-Resistant.Assemblies,~ .information=.moisture resistance. - USG Area Separation_-Wall Systems . U ` U� / ` ^ � . ' . . � ' | | --------'---'-----.------.-------'-------'---.--'-----'----------------'--' 3.1 A. Foundation .... ' Solid Wall securelyPosition 2"C-Runner and attach to foundation with. fasteners_- -_--__-___- -- Space adjacent runner sections 1/4"apart.Caulk under runner at foundation with min.1/4"bead of acoustical sealant. B. First Floor Install H-studs and liner panels to a convenient height(max.2')above the floor line.Install two thicknesses of 1"liner panels vertically in C-Runner with long edges in H-Stud.Install H-Studs and liner panels alternately until wall is completed. Cap top of panels with horizontal-C-Runno Fasten 3 C. Intermediate Floors and Bottom of Trusses Cap-top- liner panels_and' --'with-' - Attach- - for_row-panels~the. .~.~ below with end joints staggered at least 12".Fasten the C-Runners together with double 3/8"screws at ends and 24"o.c.Attach all H-Studs and vertical C-Runners to adjacent framing with Aluminum Breakaway Clips.Clips attaching H-Studs and vertical C-Runners to adjacent framing on both sides require.attachment to the H-Stud and C-Runner with one 3/8" TYPE S Screw.Clips attaching H-Studs and vertical C-Runners to adjacent framing on only one side and with exterior exposure=the other side require attachment o"the',^="and"-R""=with two°" TYPE"screws.Attachment | -'-- .'._-°~-~~~ . . . Type.,~ ..^.screw.^~~~horizontal..~.~'~joint within^ of theintermediate floor.Install fire blocking between the solid wall system and adjacent framing at floor lines,bottom of truss line,and any other locations required by the applicable code.m' Roof Continue^installing^~~~and~liner panels for~succeeding stories""described.Cut"the~liner panels and''^uds to Exteriorroof pitch and length as necessary to follow the roof pitch.At roof,cap liner panels and H-Studs with C-Runner.Attach all H-Studs to'adjacent framing with Aluminum Breakaway Clips.Clips attaching H-Studs and vertical C-Runners to adjacent framing on only one side and with exterior exposure on the other side require attachment to each vertical framing member with two 3/8"TYPE S screws. 3.2 USG Area-Separation Wall Systems are suitable for exterior walls with an appropriate weather barrier installed over the ~~ ~all~ system and under an exterior cladding.Exterior exposure is limited tol5[sf wind,load and requires vertical clip spacing | ~ . ~^maximum.Exterior exposure requires~attachment~the aluminum breakaway clips~each vertical steel framing clipsmember with two 3/8"TYPE S screws.Attachment of the 'acent framing is with ' ype W or TYPE_S screw.Uppermost clips should be placed as close to the roof line as practical attachment allows. � | � | ' w USG Area Separation Wall Systems ^ U ` � 1% fr 4 THE WIANNO CLUB CASUAL DINING ADDITION 107 Seaview Avenue ' OsterviHe, Massachusetts Narrative Report Of Fire Sprinkler System October 24, 2006 H OF, F,pygSS9 RAYMOND cyGN C. V NCENT MECHANICAL No.46528 P�OF�G�STEP����C.., Vincent Engineering &/ONA_L 708 Route 134, Suite 3A South Dennis, MA 02660 ��' Pagel of 6 i INTRODUCTION This report is a written summary description of the building's Fire Sprinkler System and related operational features. The main purpose for this report is to clarify, to the Code Official, the Designer's intent and Code interpretation as related to the Fire Sprinkler System. Furthermore, the System will be clearly outlined in this Report to.simplify the Code Official's job of interpreting the Design Documents. SECTION 1 - Applicable Laws, Regulations, and Standards American Society of Mechanical Engineers (ASME) Standard of Underwriters Laboratories (UL) American Society of Testing Materials (ASTM) National Electric Code (NEC) National Fire Protection Association(NFPA) American National Standards Institute (ANSI) Building Officials and Code Administrators (BOCA) American Society of Fire Protection Engineers (ASPE) Massachusetts State Building Code (780 CMR) Massachusetts State Fuel Gas and Plumbing Code (248 CMR) Town of Barnstable Building Regulations and Ordinances Cotuit— Osterville —Marston Mills Fire Department Requirements SECTION 2 - Design Responsibility I. Fire Sprinkler System: a. Vincent Engineering 708 Route 134, Suite 3A South Dennis, MA 02660 (774) 487-0138 Page 2 of 6 i II. Duct Fire Dampers and Smoke Detectors a. Vincent Engineering 708 Route 134, Suite 3A South Dennis, MA 02660 (774) 487-0138 _SECTION 3 - Building Description ,I. Structure Occupancy and Construction: a. The addition is defined as a two-story structure of conventional wood frame Type 5B construction per 780 CMR Section 606.1. b. The addition is classified as a Mixed Use Building comprised of Assembly and Business Occupancies in accordance with 780 CMR Section 313.0. C. The basement area is considered an Ordinary II Hazard Occupancy; the attic and first floor restaurant seating area are considered to be of Light Hazard Occupancy; while the restaurant service area is considered an Ordinary I Hazard Occupancy, in accordance with NFPA 13, 2002 Edition. II. Addition Parameters: a. Total Square Footage 5,657sf b. Building Height (above Grade) 30'f C. Number of Floors above Grade -1- d. Number of Floors below Grade -1- e. Basement Square Footage 2,792sf f. First Floor Square Footage 2,865sf Page 3 of 6 ,a SECTION 4 - Fire Protection Systems to be Installed I. Water Supply a. An existing six-inch (6") underground service serves an existing dry pipe valve, which feeds, via check valves, two dry pipe sprinkler systems. The existing six-inch (6") service is supplied from an eight-inch (8") main located on Seaview Avenue, and incorporates a double check valve assembly backflow preventer to protect the potable water supply. b. Water Data 1. Test Date: 2003 2. Static Pressure: 88 psi 3. Residual Pressure: 85 psi 4. Flow: 1,100 gpm 5. Source of Info.: Osterville Water Department II. Automatic Fire Sprinkler System: a. The automatic fire sprinkler system for the addition shall be an extension of an existing dry pipe sprinkler system presently installed and providing complete building coverage as required by NFPA 13. b. The system will be designed and installed in accordance with the Massachusetts State Building Code and NFPA 13 and shall consist of the following: 1. Working plans and hydraulic calculations for the dry pipe sprinkler system serving the new addition. 2. Piping, fittings, hangers, valves, sprinklers and other incidental items as required. A. All piping inside the building for the Sprinkler System, two inches (2") and smaller in size, shall Page 4 of 6 v . I 1+ be Schedule 40 threaded black steel, conforming to ASTM Standard A135, approved for use in Fire Protection Systems. B. All Sprinkler System piping inside the building two and one-half inches (2Y2") and larger in size, unless otherwise noted, shall be Schedule 10 black steel pipe with rolled groove ends, conforming to ASTM Standard A135, approved for use in Fire Protection Systems. C. U.L. listed and F.M. approved groove fittings will be allowed. All fittings shall be approved by Underwriters' Laboratories for use in Sprinkler System and shall be designed and guaranteed for a working pressure of not less than 175-psi Cold- water pressure. D. Sprinklers shall be of the types as specified on the drawings. 3. Signs identifying all valves, piping, and fire department connections as to their function and use. III. Duct Smoke Detectors (NFPA 90A) a. Duct smoke detectors shall be installed downstream of the air filters, and ahead of any branch connections, in the supply air stream of systems of greater than 2,000cfin capacity. b. Duct smoke detectors shall automatically stop their respective fan(s) upon detecting the presence of smoke. IV. Duct Fire Dampers (NFPA 90A) a. Fire dampers shall be installed: 1. Where air ducts penetrate walls or partitions required to have a fire resistance rating of two-hours or more. Page 5 of 6 ,r 2. Where air ducts extending through only one floor and serving only two adjacent stories penetrate a rated floor assembly. 3. Ducts extending through more than one floor will be installed within rated shafts. Any duct penetrations through the shaft walls shall be protected with fire dampers. 4. Diffusers installed within rated ceiling assemblies shall be protected by the use of radiation dampers. V. Fire Alarm System (NFPA 72) a. The building is equipped with an existing central station alarm system, to be modified as noted below: 1. Duct smoke detectors shall be connected to the existing alarm system such that activation of any duct smoke detector will cause a supervisory signal at a constantly attended location, or will cause an alarm signal. Page 6 of 6 �3 '1 36114 .Fire Sprinkler Reports for The'Wianno C b"`ii 4 311. y�-•�$r�' INAW � A`(i. i 'S M t��' ,.� .kytA.�"tX ,j `��,<�t �+7 ,�• ,rM"441: ?y� �'�•'*.xr S_; I .. Srz•-�{��4.!krR.�?�L�T'.'�Y'�',�%•?�f-s;g� 5�4.. ..t, '�'�:.5.��;+, <.a._nR9,. -�:.�.�'�.r'<.'.I �����H Ocr�9gss9 Prepared By: o RAYNIOND cyG` Vincent ncent Engineering o -+ VINCENT MECHAF\,'!CAL 11 No. 4G828o F ONAL October 24,2006 ' 1 •k't�` ,v �t^-i ' R` � � is� Atk r K 1FIRE 'Fre SprinMer,Hydrau ,Calculation'Prop-ram, +� •� . Elde Software Development=Inc z 'ARH Engirie`ering Inc 58881'�5 &4069fa�c, «�• r � ",a �` .s r� q'n" r;^ 36114 P e 2 r_ `• ft �: of <r,,.a+,tis.-.�,,u�:+r.,.ar:k,•.:rM. t'.?s:+vr^4v:wiar:fsr.:f., $ rwt _ :4 .a: ...a r t. > :.r�'."3 y- A;.c�.xe ! General Project Data Report VZ t ••s -�•r,- „-�; a•+.�:'.�3 i4%;,, c� -'-,�.+an � :rrtr� �.�;._�-,�,x>r�':-� ,�:�, r shy`-^r �9f.v.. • v�: �.�ft„Y+-+,.�-�.. di .'� .;•'r ^..w r.r"' 1, .... Y_S+s»�1w, ,f: °>'i:4 �.:bC_'YWat�t` c�C t •.k Project Title: 36114 Project File Name: 36114-Basment-3 inch.fiw Designed By: Vincent Engineering Date: October 24,2006 Code Reference: NFPA 13 Approving Agency: C-O-MM Fire Department Client Name: The Wianno Club Phone: Address: Basement City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: Building Owner: Contact at Building: Phone at Building: .�; � - fix:, u k-a r €., ^' •�^ s r �: Pr�edf Data=� ;MW � t,. t t: }� e �. ..... Description Of Hazard: 'Ordinary 2 Sprinkler System Type: Dry Design Area Of Water Application: 1986 fF Maximum Area Per Sprinkler: 130 W Default Sprinkler K-Factor: 8.00 K Default Pipe Material: SCHED 40 STEEL,DRY Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Central Model: BVLO-QR Size: 3/4" Temperature Rating: 155 F y�„ .� y,-ny: } ,+"tTz .�^i_., h y..7i�r' � ,� 1 ��„ ,�F ,i'� d.d'� r r -1��'i +.. • .r -. Source Of Information: Osterville Water Department Test Hydrant ID: Date Of Test: 2003 Hydrant Elevation: 0 ft Static Pressure: 88.00 psi Test Flow Rate: 1100.00 gpm Test Residual Pressure: 85.00 psi Calculated System Flow Rate: 816.34 gpm Calculated Inflow Residual Pressure: 74.70 psi Available Inflow Residual Pressure: 86.27 psi `".F' '•�) xT4�-fa;-'.':15: r'az3:,,�.,�s'4j,�_�,b.et"�,C"n� y�T'.1u r. ,*�~�Y t°i+�wx4 +'a. 1'Pv JSf;:�+� �I-C711 Lion Pr�peir--f I ata► ��.���.. �. A r � : Calculation Mode: Demand HMD Minimum Residual Pressure: 10.57 psi Minimum Desired Flow Density: 0.20 gpm/ftz Number Of Active Nodes: 39 Number Of Active Pipes: 38 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 19 Number Of Inactive Sprinklers: 0 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 FIRE-Fire Sprinkler Hydraulics rAle afion Program Elite Software Development,'Inc. .ARH Engineering,Inc 5084054i 1 50B-888-40FA9 Fax 36114 Page 3 Fire Sprinkler Input Data Sprinkler Pressure Node Non-Sprinkler Node No. Node Description Area Group KFactor(K) Estimate(psi) Elevation Discharge (feet) (gpm) 1 Sprinkler 8.00 12.02 7.00 0.00 2 No Discharge N/A 13.39 7.00 0.00 3 Sprinkler 8.00 11.83 7.00 0.00 4 Sprinkler 8.00 10.86 7.00 0.00 5 No Discharge NIA 13.59 7.00 0.00 6 Sprinkler 8.00 12.34 7.00 0.00 7 Sprinkler 8.00 12.02 7.00 0.00 8 Sprinkler 8.00 10.83 7.00 0.00 9 No Discharge N/A 14.31 7.00 0.00 10 Sprinkler 8.00 13.00 7.00 0.00 11 Sprinkler 8.00 12.66 7.00 0.00 12 Sprinkler 8.00 11.41 7.00 0.00 13 No Discharge N/A 15.86 7.00 0.00 14 No Discharge N/A 11.66 7.00 0.00 15 Sprinkler 8.00 11.36 7.00 0.00 16 Sprinkler 8.00 10.57 7.00 0.00 17 Sprinkler 8.00 14.05 7.00 0.00 18 Sprinkler 8.00 12.68 7.00 0.00 19 No Discharge NIA 19.02 7.00 0.00 20 Sprinkler 8.00 17.32 7.00 0.00 21 Sprinkler 8.00 16.87 7.00 0.00 22 Sprinkler 8.00 15.25 7.00 0.00 23 No Discharge N/A 23.95 7.00 0.00 24 Sprinkler 8.00 21.84 7.00 0.00 25 Sprinkler 8.00 21.28 7.00 0.00 26 Sprinkler 8.00 19.27 7.00 0.00 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 FIRE fire SOnlder Hydraulics Calculation Program y Elite.Software Development,Inc. ARH E 366, 1`14 Page 4 Fire Sprinkler Input Data Put Wb ,(cont'd) Sprinider Pressure Node Non-Sprinkler Node No. Node Description Area Group KFactor(i) Estimate(psi) Elevation Discharge (feet) (gpm) 65 No Discharge N/A 44.08 7.00 0.00 66 No Discharge N/A 62.34 7.00 0.00 67 No Discharge N/A 65.43 4.00 0.00 68 No Discharge NIA 66.05 3.00 0.00 69 No Discharge N/A 66.10 3.00 0.00 70 No Discharge N/A 71.10 3.00 0.00 71 No Discharge N/A 71.29 3.00 0.00 72 No Discharge N/A 72.13 1.50 0.00 73 No Discharge N/A 72.35 1.50 0.00 74 No Discharge N/A 72.37 1.50 0.00 75 No Discharge N/A 73.86 1.50 0.00 76 Non-Sprinlder N/A 74.22 1.50 250.00 77 No Discharge N/A 74.70 1.50 0.00 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 a ! ° x. it f IRE Fire Sprinkfer H �Caiculatwn Program`r ya x, ��rr au r°' veloprr ?' k}Ehte Software De 1rtc ARH`EngtneenrtqP2ge5� dire Sprinkler Input Data ( Y lr' �'Yc,.Fi .. 'MS7SC ..'T Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL,DRY 1.250 0 ET 9.25 6.30 15.55 100 2 3 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 3 4 SCHED 40 STEEL,DRY 1.250 0 E 10.00 2.10 12.10 100 2 5 SCHD 10 STEEL, DRY 3.000 0 T 9.50 10.70 20.20 100 5 6 SCHED 40 STEEL,DRY 1.250 0 E 11.75 2.10 13.85 100 5 7 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 7 8 SCHED 40 STEEL,DRY 1.250 0' E 12.75 2.10 14.85 100 5 9 SCHD 10 STEEL, DRY 3.000 0 T 9.50 10.70 20.20 100 9 10 SCHED 40 STEEL,DRY 1.250 0 E 11.75 2.10 13.85 100 9 11 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 11 12 SCHED 40 STEEL,DRY 1.250 0 E 12.75 2.10 14.85 100 9 13 SCHD 10 STEEL, DRY 3.000 0 T 9.50 10.70 20.20 100 13 14 SCHED 40 STEEL,DRY 1.250 0 T 10.25 4.20 14.45 100 14 15 SCHED 40 STEEL,DRY 1.250 0 E 1.50 2.10 3.60 100 14 16 SCHED 40 STEEL,DRY 1.250 0 2E 9.75 4.20 13.95 100 13 17 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 17 18 SCHED 40 STEEL,DRY 1.250 0 E 12.75 2.10 14.85 100 13 19 SCHD 10 STEEL, DRY 3.000 0 T 10.00 10.70 20.70 100 19 20 SCHED 40 STEEL,DRY 1.250 0 E 11.75 2.10 13.85 100 19 21 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 21 22 SCHED 40 STEEL,DRY 1.250 0 E 12.75 2.10 14.85 100 19 23 SCHD 10 STEEL, DRY 3.000 0 T 10.00 10.70 20.70 100 23 24 SCHED 40 STEEL,DRY 1.250 0 E 11.75 2.10 13.85 100 23 25 SCHED 40 STEEL,DRY 1.250 0 T 1.00 4.20 5.20 100 25 26 -SCHED 40 STEEL,DRY 1.250 0 E 12.75 2.10 14.85 100 23 65 SCHD 10 STEEL, DRY 3.000 0 2E 47.00 9.80 56.80 100 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 i k? ` r 1 LC"� z xdlk SIRE, Fi Sider H'�rain s C'}a+t ` u' i �' ' :�" w" 2� '; � � ,,y prm Program,. gat a µ ` �:EGte Sottware Devetoprtt+lrsc 1 ARH,ErTgmeertrtg inc 50&888 545)� 506�88-9069 Fax . • >e s � � r r sit c 36114 6 { r 7,�, w (�.* r ♦gyp r:�. r° 1KY S a1 Zr 3i t tl�a�E ' ' ;,'-.` y, G.- 1=ire Sprinkler Input Data sr.x4 �.'{'?s'zt'Yi !:_ ..,•.s.c a.;.t-n m rcnr ° XS' 7S x'7i�w^ x Y .✓ - :t' _ �t...xi�.� +^.9'' c��R� .x'?k r7S'•3 .,L � F��k�s,t..,�,a-U..i. •r'���=i",y�'-'�..� x-.;a t...z.: Nominal Nominal Fitting Total CFactor Node Node Group Data Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- (inch) (feet) (feet) (feet) psi) 65 66 SCHD 10 STEEL, DRY 4.000 0 7E 140.00 49.70 189.70 100 66 67 SCHD 10 STEEL, DRY 4.000 0 C 3.00 15.60 18.60 100 67 68 SCHED 10 WET STEEL 6.000 0 E 1.00 18.00 19.00 120 68 69 SCHED 10 WET STEEL 6.000 0 5.00 0.00 5.00 120 69 70 Backflo Prev 5.000 Loss 70 71 SCHED 10 WET STEEL 6.000 0 E 1.00 18.00 19.00 120 71 72 SCHED 10 WET STEEL 6.000 0 E 1.50 18.00 19.50 120 72 73 SCHED 10 WET STEEL 6.000 0 E 5.00 18.00 23.00 120 73 74 SCHED 10 WET STEEL 6.000 0 1.50 0.00 1.50 120 74 75 CAST IRON, CEMENT 6.000 0 T 100.00 40.00 140.00 140 75 76 CAST IRON,CEMENT 8.000 0 T 100.00 46.60 146.60 140 76 77 CAST IRON, CEMENT 8.000 0 100.00 0.00 100.00 140 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 FI E•-F re Sprinkler HydraulasCakwion Program R i ARH Engineering inC506 e 7 �I% Fire Sprinkler Output Data 'SZ..r .F`MLx»x'=iN,:-"+`-���ry'. �x`�= m.+s�t'�ye' �,e-=• - , �i 3e -Y 4.,.7:^�� "• .c"+i f`v '��'1� r a'r 7. � i~ "F '�`�w�' -.µ'�:4a'�r�r`G:{y�` "'�� .� ��. sr.,ra s. � "k`r �, '�,•i;J!9�� � � ��x v sria'7� '�i ,1"-�r s Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Density Discharge Node No. Code KFactor(K) (feet) (psi) (ftZ) (gpm/ft2) (gpm) 1 8.00 7.00 12.02 130.00 0.213 27.74 Sub Totals For Non-Group 130.00 0.213 27.74 3 8.00 7.00 11.83 130.00 0.212 27.51 Sub Totals For Non-Group 130.00 0.212 27.51 4 8.00 7.00 10.86 130.00 0.203 26.36 Sub Totals For Non-Group 130.00 0.203 26.36 6 8.00 7.00 12.34 130.00 0.216 28.10 Sub Totals For Non-Group 130.00 0.216 28.10 7 8.00 7.00 12.02 130.00 0.213 27.73 Sub Totals For Non-Group 130.00 0.213 27.73 8 8.00 7.00 10.83 130.00 0.203 26.33 Sub Totals For Non-Group 130.00 0.203 26.33 10 8.00 7.00 13.00 130.00 0.222 28.84 Sub Totals For Non-Group 130.00 0.222 28.84 11 8.00 7.00 12.66 130.00 0.219 28.46 Sub Totals For Non-Group 130.00 0.219 28.46 12 8.00 7.00 11.41 130.00 0.208 27.03 Sub Totals For Non-Group 130.00 0.208 27.03 15 8.00 7.00 11.36 130.00 0.207 26.96 Sub Totals For Non-Group 130.00 0.207 26.96 16 8.00 7.00 10.57 130.00 0.200 26.01 Sub Totals For Non-Group 130.00 0.200 26.01 17 8.00 7.00 14.05 130.00 0.231 29.98 Sub Totals For Non-Group 130.00 0.231 29.98 18 8.00 7.00 12.68 130.00 0.219 28.48 Sub Totals For Non-Group 130.00 0.219 28.48 20 8.00 7.00 17.32 130.00 0.256 33.29 Sub Totals For Non-Group 130.00 0.256 33.29 21 8.00 7.00 16.87 130.00 0.253 32.86 Sub Totals For Non-Group 130.00 0.253 32.86 22 8.00 7.00 15.25 130.00 0.240 31.24 Sub Totals For Non-Group 130.00 0.240 31.24 24 • 8.00 7.00 21.84 130.00 0.288 37.39 Sub Totals For Non-Group 130.00 0.288 37.39 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 Ire k r,x ' 3.+E''- � ya, i�.'t�r i.` sf°n f( �F `�T.a,.=.,..;.lr• '�Ph�-�37r.�y�TY� FIRE_;Fire Sprintder;Hy¢rrd=ulics Cek:utat<�on Pfa9cam�, ` ' +: 1 T= oft a �� ,, i +a r ti J Elie SOflMldr2 D2VelOprTlelit,InCr ARH ;neenng�nc s506-886 5�J61� rfex � � .., sw u. 1" vj ' 7361�4 rPage 8 s : i [Fire Sprinkler Output Data LC�ierallSI�irkter Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Density Discharge Node No. Code KFactor(K) (feet) (psi) ( ) (gpm/ft2) ( pm) 25 8.00 7.00 21.28 130.00 0.284 36.91 Sub Totals For Non-Group 130.00 0.284 36.91 26 8.00 7.00 19.27 130.00 0.270 35.11 Sub Totals For Non-Group 130.00 0.270 35.11 Totals For All Groups 2470.00 0.229 566.34 Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 �..;p,r^ v t'` ati 7. . -,e e 4 v �-y n . � � i> !" `•+i' �1 gry .�ld'-Y-���` '.. use FIRE-.F►rerS ntder ufics.Calcuta$lori ARH Hydra ogram Engineering Inc.508 r85461 506 888 Fax' * Er �.�,` �` �" � 4 Page 9 F� .: ra«.: h'.i .,e.�:u.�*-s •.. _ .5...-..-:. m ..4":'.'.r...__.�.. _ s''v:an rf. .A.rhs.ra .2 k� et r + Fire Sprinkler Output Summary ��'t.:bM�a.'Y3W�"S>`�C��rT,;. r�t� iratwmoils Clpmandin�=Sn kiar:-�ln - HMD Sprinkler Node Number: 16 HMD Actual Residual Pressure: 10.57 psi HMD Actual GPM: 26.01 gpm �5.�%---:x_ . : }.a- ' yfi •� ce,..+' T:.a 'r.,. .+,a"+`" .sx sr '� ��'.Rrier o '+-.'j4 _.e; x ,s'«c�y •�`'�,,,,"'y .- i -._.r rinkl�r�S.{imrnar���r�.r�� .�•. ...»�tr�+ �... �i*'+v�:�*�' r�.yf'�arX.'4..7�'� 7 » J � ; ,$k7 :^'A1..�s. @.ems I G s+'�i '11 Sprinkler System Type: Dry Specified Area Of Application: 1986.00 ft2 Adjusted Area Of Application: 2581.80 ft2 Minimum Desired Density: 0.200 gpm/ft2 Application Average Density: 0.285 gpm/ft2 Application Adjusted Density(not required by NFPA 13): 0.219 gpm/ft2 Application Average Area Per Sprinkler: 104.53 ft2 Adjusted Area Per Sprinkler(not required by NFPA 13): 135.88 ft2 Sprinkler Flow: 566.34 gpm Average Sprinkler Flow: 29.81 gpm Ic wtVe%C�t mint llY11?alaa C. SIlrx>ama>r�r -�; � f t s 5.' " � �, �J Maximum Flow Velocity( In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure(In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Pressure Imbalance: 0.0001 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0600 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm � 'lI47Eueraii''+ : diMM114` ��u tvP! +"`S•, -S� �. ?i.�v Netwn S` : � z "K Number Of Unique Pipe Sections: 38 Number Of Flowing Sprinklers: 19 Pipe System Water Volume: 269.11 gal Sprinkler Flow: 566.34 gpm Non-Sprinkler Flow: 250.00 gpm Total System Demand Flow: 816.34 gpm Minimum Required Residual Pressure At System Inflow Node: 74.70 psi Demand Flow At System Inflow Node: 816.34 gpm Active Version 6.0.179 200 Pi Capacity Pipe pa tty Tuesday,October 24,2006 SptFrtlder� Catcufat3ori ProgY ,� .a.«# r �Er ?� ,' t . If REH =Fire HydtauGcs yd � �~� � r tde Sottware�egre�n�t,Inc Kew ARH F�gu►eering;InCi.508 8885461 is 'Q '`t 1t 'r .r y +�. K+t n, • Fire Sprinkler Output Data Sw ;:`-t "' "rr.#.t zs� ,� jsr.r x• i'R-• M. �F.H:a�+R'.• �sr�y.. y _; c 'Si IT�Dpmand-rranh� -�N 03 ''" t �. ., "�� w 100 90 too y 70 Q m � so co m so a 40 30 f 20 10 0 2 4 6 8 10 12 14 16 18 20 Flowrate(x100) gpm Adjusted Hydrant Data Static Pressure: 88 psi Test Residual Pressure: 85 psi Test Flow Rate: 1100 gpm Demand Point Data Calculated Residual Pressure:74.70 psi Calculated Flow Rate:816.34 gpm Excess Available Inflow Residual Pressure: 11.58 psi Active Version 6.0.179 200 Pipe Capacity Tuesday,October 24,2006 r — AFFIDAVIT STRUCTURAL ENGINEERING DESIGN �. Permit No. (For ISD Use) To the Commissioner,Inspectional Services Department,Barnstable: Re: Wianno Club 1. In accordance with Section 116.0 of the Massachusetts State Building Code,and as a registered professional engineer,I certify that to my knowledge,information and belief,the plans and computations accompanying the attached application concerning: Wianno Club Dining Room Expansion and Addition,Osterville,MA were designed to meet the requirements of the Massachusetts State Building Code 6`h Edition and the Rules and Regulations of the Massachusetts State Building Code-780 CMR-6`h Edition, within normal professional standard of care. 2. Pursuant to Section 116.4.1 of the Massachusetts State Building Code,I will periodically review the work at appropriate intervals and file a final report indicating whether the work has been performed in accordance with the approved documents. David A.Morand,P.E.,SECB—Mass.Reg. #45391 ENGINEER—MASS.REG.NO. OFSsgc Coastal Engineering Company,Inc. Q� ERIT DCOMPANY ANSU I CIO I 260 Cranberry Highway,Orleans,MA 02653 No.45391 ADDRESS ADO 9F-/STER�� �kQ �..� ,-.'t. ° 508-255-6511 S/ONA EN� PHONE (� 07 As used herein,the word certify shall mean an expression of the Engineer's profession and does not constitute a warranty or guarantee. On this day of ,before me,the undersigned notary public,personally appeared proved to me through satisfactory evidence of identification which was personal knowledge,to be the person who signed this document in my presence and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his knowledge and belief. Official Signature and Seal My Commission expires I I R,O;YAL BARRY' :".;WILLS ASSOCIATES , INC. .A . ( RQCT l6: 2007 H F 1 T E C T S I ;RICH',ARD WILLS AIA JESSICA B. WILLS AIA ROBERT J . PESIRI I t Section 116.0 of Massachusetts State Building Code Registered Architectural and Professional Engineering Services-Construction Control Project Name: Renovations to the Wianno Club-Casual Dining Addition Street Address: 101 Sea View Avenue Town/State: Osterville,MA Construction Supervisor's Name: Brendan Brady,CAFCO Construction Field Report Number: 005 Date: 10-04-2007 Time:2:30 PM Weather: Sunny, 75° Update on Previous Reports Exterior trim& Siding 100%complete.Walkways 95%complete. Guardrails 95%complete Work in Progress: Cabinet installation 40%complete.Finish Flooring 30%complete.Painting 75%complete.Door hardware 50%Complete. Observations: All work proceeding in substantial accordance with construction documents. Issues Discussed W/Supervisor: Control joint spacing in walkways clarified. Information or Action Required:None required at this time. I,David Stuhlsatz,as a representative of Royal Barry Wills Associates,Architects,hereby certify.that I have on this date, 10-04-2007,inspected the property located at 107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6"'edition,except as noted above. Original Signature Date I 8 NEWBURY STREET 0 BOSTON, MA 02116 • 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 • 207-563-8499 9 (FAX) 207-563-6659 OP 6 HOW PEI j • 41 THE DEMPSEY GROUP, INC. l mi, 8 Beaumonts Pond Drive Foxboro, MA 02035 Tel. (508) 543-5499 STRUCTURAL ENGINEERING CONSULTING CIVIL ENGINEERING • INVESTIGATIONS REPORTS i October 04,2007 Mr.Jeff Lauzon Inspector of Buildings Town of Barnstable Building Department 200 Main Street Hyannis,MA 02601 Re: The Wianno Club-107 Sea View Avenue-Osterville,MA Casual Dining Room Addition&Kitchen Renovations 780CMR-Section 116.0-Professional Engineering Services-Construction Control Affidavit TDG#07082 Dear Mr.Lauzon, I certify that to the best of my knowledge and belief,the renovations and additions to the Wianno Club located at 107 Sea View Avenue,Osterville,MA conforms substantially with the approved drawings prepared by this office and was completed in compliance with appropriate provisions of the Massachusetts State Building Code,6th edit<ioh, and any amendments thereto. Respectfully, THE DEMPSEY GROUP,INC. NJ RichartDsey,_'.E. Presid N OF Pdgss� c RICHARD J. yes o DEMPSEY " STRUCTURAL No. 29173 �GISTER�O�Q' S810 N A L ECG • ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S I RICHARD WILLS AIA JESSICA B. WILLS AIA R O,B E R T J. PE S I R I Section 116.0 of Massachusetts State Building Code Registered Architectural and Professional Engineering Services-Construction Control Project Name: Renovations to the Wianno Club-Casual Dining Addition Street Address: 107 Sea View Avenue- - Town/State: Osterville,MA Construction Supervisor's Name: Brendan Brady,CAFCO Construction Field-Report Number: 006-Final Report Date: 10-12-2007 Time: 8:30 AM Weather: Cloudy,60' Update on Previous Reports: Walkways 100%complete.Door hardware 100%complete. Finish Flooring 100%complete. Sprinkler system active.Electrical system active&interior lights installed.Plumbing fixtures operational. Work in Progress: Cabinet installation 60%complete.Painting 95%complete. Observations: Work is substantially complete and in general accordance with construction documents. A Issues Discussed W/Supervisor: Installation of remaining millwork and furnishings, landscape plantings and delivery area fence. -Information or Action-Required:None-required at this time. - -- - I,David Stuhlsatz,as a representative of Royal Barry Wills Associates,Architects,hereby certify that I have on this date, 10-12-2007,inspected the property located at 107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,a edition,except as noted above. O al Sf re toot 5 � l�o ld Date 8 NEWBURY STREET 0 BOSTON, MA 02116 0 617-266-5225 o (FAX) 617-266-5228 NEWCASTLE SQUARE • NEWCASTLE, ME 04553 e 207-563-8499 )FAX) 207-563-6659 Sullivan Engineering Inc. 7 Parker Road, P.O. Box 659 Osterville, MA 02655 Peter Sullivan P.E.Mass Registration No.29P7�33� � 7 �; �4 phone 508-428-3344 ZE � I fax 508=428-3 C) peter@sullivanengin.com March 06,2007 Thomas Perry,Director Building Division Town of Barnstable 200 Main Street Hyannis MA 02601 Re: Wianno Club Causal Dining, Seaview Ave. Osterville SPR 041-06 Dear Mr. Perry Please find attached two copies of a revised site plan latest revision date 02/28/07 for the Wianno Club Causal Dining project. The plan delineates minor changes to the proposed loading dock area. I have also attached two copies of an elevation of the proposed gate/fence enclosing this area. If you have any questions please feel free to call this office. 7,�CSAa Peter Sullivan PE Sullivan Engineering, Inc. i i cc: Ellen M. Swiniarski SPR Coordinator Tom McKean Board of Health I i I i Members of 'American Society of Civil Engineers and Boston Society of Civil Engineers Section I I Sullivan Engineering Inc. . 7 Parker Road,P.O. Box 659 Osterville, MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508428-3344 fax 508428-3115 peter@ ,sullivanengin.corn March 06, 2007 Thomas McKean, Director Health Division Town of Barnstable 200 Main Street Hyannis MA 02601 Re: Wianno Club Causal Dining, 107 Seaview Ave. Osterville Dear Mr. McKean Please find attached a copy of a revised site plan latest revision date 02/28/07 for the Wianno Club Causal Dining project. The plan delineates minor changes to the proposed loading dock area. I have also attached a copy of an elevation-of the proposed gate/fence enclosing this area. Please note that per Town Ordinance Section 353-4 the refuse container meets the required 10 foot setback from the property line(as well as from the building itself). I trust that this meets your present needs and if you have any questions please feel free to call this office. Very truly yours T-tkerrh PE Sullivan Engineering, Inc. cc: Ellen M. Swiniarski SPR Coordinator Tom Perry, Director Building/Zoning Division � p Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section a ROYALr BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICH ARD WILLS AIA JESSICA B. WILLS AIA ROBERT J . PESIRI April 27, 2007 Jeffrey Lauzon Building Inspector—Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Renovations to the Wianno Club-Accessible Means of Egress from Dining Room Dear Mr. Lauzon, I am writing to ask for your opinion on the means of egress from the Casual Dining I Room at the Wianno Club and their degree of compliance with Architectural Access Board Regulations. I believe that,there is some flexibility in the Code on this matter. 780 CMR 1007.1 states: All spaces required to be accessible by 521 CMR,....shall be provided with not less than�one accessible means of egress that complies with 780 CMR 1007.0. Where more than one means of egress is required from any required accessible space, each accessible portion of the space shall.be served by_ not less than two accessible means of egress` 780 CMR also does not explicitly state that a ramp or an approved mechanical lift is required to make the means of egress accessible. 8 NEWBURY STREET 0 BOSTON, MA 02116 0 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE 0 NEWCASTLE, NEE 045t3 207-563-8499 (FAX) 207-563-6659 ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WINS AIA JESSICA B. WILLS AIA ROBE R T J . PESI R 1 521 CMR gives a more detailed description of circumstances where"not less than two accessible means of egress"would be required. 521 CMR 26.1.2 states: In buildings classified in the assembly use and educational use (See 780 CMR 302.0) with an occupancy of over 150 (See 521 CMR 14.1.1), all required egress doors which lead directly to the outside at grade, shall be made accessible at the exterior as well as the interior so as to provide a safe path of travel to a public way for persons who are disabled. Such egress doors shall be provided with illuminated signage identifying accessibility by the use of the international symbol contained within the"exit" sign(See 521 CMR 41.1.3) The Casual Dining Room is classified as an Assembly Use and Occupant Load computed per 780 CMR Table 1008.1.2 using 15 s.f. per person over a net area of 2041 s.f. yields a load 136 persons. Based on the exception provided for by 521 CMR with regard to an "occupancy over 150" I am of the opinion that the ramp leading from the east side exit door platform (as shown on the attached sketch as well as on construction documents submitted for permit) is not required by Code. I would like your permission to remove this ramp from the Construction Documents and replace it with a platform and steps as shown on one of the attached sketches. Sincerely, David Stuhlsatz-for Royal Barry Wills Associates, Architects Attachments: -2 Sketches 8 NEWBURY STREET 0 BOSTON, MA 02116 0 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE • NEWCASTLE, ME 04523 207-563-8499 (FAX) 207-563-6659 i II I II I II I II I CASUAL DINING ROOM I WIANNO CLUB CASUAL DMNG PLAN SKETCH SHOWING RAMPS FROM BOTH EGRESS DOORS i ITLd ll CASUAL DINING ROOM Y ' MANNO CLUB CASUAL DR41NG PLAN 4 • SKETCH SHOWING RAMP AT MAIN DOOR ONLY Y t OASTAL NGINEERING „.. r91 y B, OMPANY, INC. ' ' FEB 15 ' '1 1!: 21 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 a Provincetown 508-487-9600 Hyannis 508-778-9600=, ,;yr%, Fax-5O6-255-6700 STRUCTURAL FIELD INSPECTION REPORT #3 To: Barnstable-Building Department Project: Wianno Club Kitchen Renovation Job No: C16110.04 Location: 107 Seaview, Osterville,MA Date/Time: February 7, 2007 at 2:30 pm Weather: Cold, 20°Ff Present at Site: Rob; Cafco Construction Management(Cafco) Bob Brookhart-, Coastal Engineering Company, Inc.:(CEC) Per the request of Rob of Cafco, a field inspection was made to observe the placement locations and sizes of the reinforcing rods and forms for the new area"A"foundation.The following was noted: 1. The longitudinal and transverse reinforcing steel members are all#4 rebars spaced 10 inches each way, as called for on CEC Sheet No. S-10. 2. The rods are securely tied together with wire and the ends of the longitudinal rods are extended and grouted into the existing foundation wall as specified. 3. The concrete forms are properly assembled to allow fora 10' foundation wall. 4. Anchor bolts for the sill plate will be installed when the concrete is poured. If you have any questions regarding the above,please contact me. 0� Very truly yours, COASTAL ENGINEERING CO.,INC. Robert Brookhart RB/dlb cc: Jack Thomson,Wianno John Tobin, CAFCO Brendan Brady,.CAFCO 1 ', D:IDOCI C16100116110116110.041ReportslFieldReportNo3.doc ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. �P , `' 2 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508'778-960,0 ':�� ' 508-255-6700 STRUCTURAL FIELD INSPECTION REPORT #4 To: Barnstable Building Department Project: Wianno Club Kitchen Renovation Job No: C16110.04 Location: 107 Seaview, Osterville,MA Date/Time: Friday, February 16, 2007, 1:00 pm Weather: Cloudy, cold, 25°Ff Present at Site: Brendan Brady; Cafco Construction Management(Cafco) Jon Zell; Zell Builders David A.Morand,P.E., SECB; Coastal Engineering Company, Inc. (CEC) Per the request of Mr. Brendan Brady, CEC performed a field inspection to observe the east end shear wall construction conditions and stair landing support issues. The following was noted:. c 1. Cafco noted that there.is some confusion,on.,the latest structural drawing set,which indicates that a 2',710.' �� t concrete-wall pilaster is specif ed.oh section drawing:S-4,but the-same,pilaster is specified.to be 2'-4" on the foundation plan on drawing S-1.1 CEC.will clarify this issue'on an.SK sketch. 2. The east kitchen shear wall which is specified to have.the continuous "nested'.' LVL from the adjacent.steel . beam poses an interference problem with the LVL due to the adjacent steel beam header. This steel beam header(placed at a higher elevation)was a beam requested by Cafco to replace the originally specified LVL header. CEC gave Cafco an option to place two (2) 2" x 4" wall studs, full height against the side of the HSS 6x6 steel column at the wood stud shear wall side(north). The first stud placed against the steel column shall be fastened to the steel with Hilti Kwik-Pro Self Drilling Screws(12-24x3 HWH#5) spaced 8 inches on center slightly staggered. The second stud shall be fastened to the first stud with 10d (Y long)annular ring nails spaced 4" on center staggered.The shear wall plywood shall extend to lap fully over the entire surface of the double scabbed studs and fastened with 10d(3" long) annular ring nails spaced 3" on center staggered. 3. Brendan Brady informed CEC that the north west corner of the building(to the west of the material lift)will have a portion of new CMU foundation wall at the location of the proposed new.steel column support and foundation for the new LVL beam(first floor framing level). Cafco asked if the new foundation wall may act as the support for the tail end of the new LVL beam, thereby eliminating the northwest proposed footing and column. CEC will provide an SK to address this issue. 4. At the west end of the kitchen, the two new steel tube columns have been placed at the existing wood framed stair landing area. Cafco asked CEC how we would like to support the deflected stair landing. Cafco and the steel fabricator had suggested to use a steel support angle placed under the wood framing and welded to the face of.the steel columns:,CEC,gave direction to provide.a L6"x6"x 5/16" or 3/8" continuous steel angle spanning from column face to_column face-The angle shall include.a continuous 2x6wood nailer placed atop the horizontal leg,of;the aq g4 so.tliat the stair landing.framing may,lie.attached to the.nailer. The.horizontal_, leg of the angle shall have shop.drilled holes.to receive.fasteners for,attaching the nailer.The angle shall be welded to the faces of each steel column, and shall include a vertical 'stiffener plate at each column location. Cafco was cautioned regarding welding operations adjacent to.wood.framing. ■Providing solutions for the benefit of our clients and community■ L rz Wianno Kitchen Page 2 of 2 February 22,2007 5. Both wood framed walls between proposed new addition areas "A" and "B" will be removed and fully replaced with new 2x4 @16" oc wood stud walls to make up the new plywood sheathed shear walls, according to Cafco. The sill conditions will be addressed directly after the demolition of the existing stud walls are complete. 6. Brendan Brady informed CEC that he would call us next week for an inspection of new footing forming and steel rebar placement. If you have any questions regarding the above,please contact me. Very truly yours, COASTAL ENGINEERING CO., INC. L�d a- %U4 David A. Morand,P.E., SECB Structural Division Manager DAM/dlb cc: Jack Thomson,Wianno Brendan Brady, CAFCO John Tobin, CAFCO David Stuhlsatz,Royal Barry Wills Architects D:IDOCI C16100116110116110.041Reports lFieldReportNo4.doc L I THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-54" SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 004 DATE: 04/09/07 TIME: 12:00 pm WEATHER: Sunny TEMP. RANGE: 50F UPDATE ON PREVIOUS REPORTS: Revised plans, including first floor framing, delivered to job superintendent as proposed in report#063. WORK IN PROGRESS: Framing of new first floor deck; demolition of existing exterior wall within new, larger kitchen; exterior sidewall shingles;mechanical and electrical rough-in kitchen (see attached photos). OBSERVATIONS: Still no new progress on dining room foundations; some work progressing on reinforcement of existing kitchen floor in basement of existing building(see attached photos). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed steel framing for dining room. INFORMATION OR ACTION REQUIRED: TDG to produce revised dining room roof framing plans next. I,Richard J. Dempsey,P. E.,as the affidavited engineer,hereby certify that I have on this date,04/09/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 6th edition,except as noted above. �jt►OF f,�s� ORI TUBE AND SEAL �t'``A q�yG 04/11/07 �n RICHARD J. N� ' DEMPSEY DATE STRUCTURAL No. 29173 �SS�ONAI ENG i 000, f , 9/2 c I r tr f L F .... .�'u � LIB r�. J -r .. �.�� `4 -��� '•.•�� ~y _ yy_. .V - ter+- 1oi1's .� .'yC'•. •, ry I � ,.: THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 001 DATE: 03/16/07 TIME: 12:00 pm WEATHER: Snowing TEMP. RANGE: 30F UPDATE ON PREVIOUS REPORTS: No updates—this is the first report. WORK IN PROGRESS: No work on exterior but mechanical ductwork installation underway inside building(see attached photos). OBSERVATIONS: Footings cast for dining room addition between existing structure and 4 line (see photos). Wall and pier reinforcing installed per approved plans. ISSUES DISCUSSED W/SUPERINTENDENT: Discussed whether existing post in corner of stairwell could be utilized to support new hip rafter in lieu of replacement with new Versalam post. Agreed that existing post will remain in place and is adequate to carry loads. Discussed detail for heel cut at eave line where hip rafter meets corner walls. Reviewed alternate details with Brendan Brady for kitchen floor reinforcement by means of adding posts and supplemental beams, as needed,to raise floor live load capacity to 100 psf. A plan of these alternates will be produced by this office. No other issues; all work proceeding in accordance with approved plans. INFORMATION OR ACTION REQUIRED: This office will begin production of new record plans and monitor construction on a periodic basis. See attached control construction affidavit. I, Richard J. Dempsey,P. E., as the affidavited engineer,hereby certify that I have on this date, 03/16/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 6th edition, except as noted above. \�H of Mgss9cy S° RICHARD J. Gs� o DEMPSEY " STRUCTURAL ORIGINAL SI AND SEAL No.29173 07/19/03 °���e/STE�``��``�� DATE �Ss/oNAL E-- THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-54" SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 003 DATE: 03/30/07 TIME: 02:45 pm WEATHER: Cloudy TEMP. RANGE: 55F UPDATE ON PREVIOUS REPORTS: Details for basement lally column base plates, steel beam in Area 11, and revised drawing S7 delivered on 03/30/07 as promised. WORK IN PROGRESS: Most crews wrapping up work in kitchen area,as day and week near end. OBSERVATIONS: Forms stripped on foundation walls between existing structure and 4 line; first floor framing beginning,however remainder of foundation on hold while job is re-bid in accordance with revised plans by this office(see attached photos). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed switching to 3,000 psi concrete for remainder of foundations. INFORMATION OR ACTION REQUIRED: TDG to provide revised first floor framing plan, including deck, next. I,Richard J. Dempsey,P. E.,as the affidavited engineer, hereby certify that I have on this date,03/30/07,inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,61h edition,except as noted above. OF M,q �� Sgcy O IN N TURE AND SEAL S° RICHARD J. 04/04/07 o DEMPSEY " STRUCTURAL DATE No. 29173 G/STER�o��<v �sS/ONAI ��G . ti 1111 44 � I 1 T �.�.�`_. f° _+. f' .rl' .??G sa �.✓t.r'.�•� - �*S0i :> r� 2ntlG ~ .,1c AP . L G!•. .-..c,gam- ';.� :iik »• n x>Y-, �., .`�. /.AI � �91 tC•�r'� '.,t � /� r`77. V 11��^' t "' '�. ���'� o, � � qi �� ZIII, •I'{� 1 war 11 t•� ��'�,� ' '` � ��``!��'�f'l�i•y (' j•-. ,. f ll 1 � �• _ y r,` ' S'i>c►.,, �.1�.1�Jy f -'-rmt>�.i.�- _i-� } �.y„`�R•�� fill it ���,,�� � r ' Fy"�- YT>���i.�..R�,C�x Y.Tau. R��li,.Jj}.• ,��K N L- I THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville,MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 001 DATE: 03/16/07 TIME: 12:00 pm WEATHER: Snowing TEMP. RANGE: 30F UPDATE ON PREVIOUS REPORTS: Nlo updates—this is the first report. WORK IN PROGRESS: No work on exterior but mechanical ductwork installation underway inside building(see attached photos). OBSERVATIONS: Footing cast for dining room addition between existing structure and 4 line (see photos). Wall and pier reinforcing installed per approved plans. ISSUES DISCUSSED W/SUPERINTENDENT: Discussed whether existing post in corner of stairwell could be utilized to support new hip rafter in lieu of replacement with new Versalam post. Agreed that existing post will remain in place and is adequate to carry loads. Discussed detail for heel cut at eave line where hip rafter meets corner walls. Reviewed alternate details with Brendan Brady for kitchen floor reinforcement by means of adding posts and supplemental beams,as needed,to raise floor live load capacity to 100 psf. A plan of these alternates will be produced by this office. No other issues; all work proceeding in accordance with approved plans. INFORMATION OR ACTION REQUIRED: This office will begin production of new record plans and monitor construction on a periodic basis. See attached control construction affidavit. I,Richard J. Dempsey,P. E., as the affidavited engineer, hereby certify that I have on this date,03/16/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 61" edition, except as noted above. ' OF 1448s9c cn RICHARD J. yGs� ORI IG TURE AND SEAL Y STRUCTURUCTUDEMPS RAL 03/19/07 AJ No. 29173 DATE °�RF��STER���``� . �SS�ONAL ECG i loil = woo. l � k 5 03%16/2007 =,tom memo ak OFFF Zv Will it i f � • x rs I` 007- - 03116/2007 _ Fill d�na+t<+ �.Cw.,- .>p°�7'''„9•'•r� ..liii�' 1 , ����%� ,��r��"s �. M+.,r illmr I i �i j''1::. ty t �.1 �' �f'• rl;'''t I !� '�I�p•�.y �p i I�.� �-. Iw �� , � '�� 1, - t, ,,q+4 � - '�''�i'c'{r"� now .. �" _.r..•-r-a .'.ems..�'.......--�'.r; y. . y •;tt� All Ij 't"'I' �' r' _•L. - �, � •� i --�10�!7 f'07✓�' .�"aN�6'- t -- �I� �.l,'� -I Sj Ill��li�,� ��� 1 ,�,4' ►i�x. fa�� � :+.�� '/ � h ` l ,i,,i,� ''"�11� =, „ 'h,��` ,,� T -��5�-� :1 =ay�i�a (( ►.':li °I.r{i1611,iVufai ,Nl N+r�arlr<rr►. rrr _'.t�':� f i ; ilii���11��'�Ill ; _ �01 �4 '� Loi I 1 , 1 �, -�^� I •s J iIf 3 I THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -'CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 002 DATE: 03/23/07 TIME: 01:30 pm WEATHER: Cloudy TEMP. RANGE: 50F UPDATE ON PREVIOUS REPORTS: Revised foundation plans and sections,prepared by this office, were delivered, as promised. WORK IN PROGRESS: Mechanical and electrical contractors on site. OBSERVATIONS: Foundation walls between existing structure and 4 line formed and poured (see attached photos). ISSUES DISCUSSED W/SUPERINTENDENT: Reviewed changes to foundation represented on new plans by this office. No construction issues—all work proceeding in accordance with approved plans. INFORMATION OR ACTION REQUIRED: Superintendent requested size of base plates for new basement lally columns and steel beam required in Area 11 of former drawing ST This office to provide by next week. I.Richard J. Dempsey,P. E.,as the affidavited engineer,hereby certify that I have on this date,03/23/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6te edition, except as noted above. ( �jN Or AAgSS ORI G ND ATURE A SEAL q�yG 03/29/07 o RDEMPSDEY DATE " STRUCTURAL No. 29173 c°SS/O`—�NG S:+ '\ �` i t�'1-rv'Y��r }� �, " 't�� 4�, .�jr7} �, ..' 1 I c'rc}� _ r �Z.y,,,�.' i..r�•t� �' .� -! .-2 ,pyv.�„.cJ� ..t s�i' -,y +� "_U��'•x �'-i,,, wy,� .may.v 1 _ r -�"1 of is Yf.` 'S`. •�..i '�� - �'� •S�', Ce�..?"..� � � ,A'•.`. :r,�� ���Y� w> #?.`-� n �r •t^ .. �'=lllli sue- �✓,.... `^?S'�� .,,. � tv 1f,•,shy-yt�'. ,t-• `•; ;_ �. �� •isr,xtf�,,.✓i �-` '��-:'���.'.. � - 1t• ., � �#y,Z. �f�s _ t '''`�'3�.ot .a•''•�° {. :.�•T .^-^:"Swl �'' � 'c Y. �t.-D,�' �'r �b� •�•• �x4_ +` },• `• - ���'t, c*I��� ./?�� ;ka.� .e¢ �r .ter ��..1�. � .�� F� � - tµ� „ n i+ram �. ��.,� ���?at � y.t'"x" J .► 1'- �,w> c ;eti s.3•:r �•^� i 'xi's' - ._ 4 .i: ��• - �_ s�.. .T �i•}mil � h ^fir 'S Z4C�� W SA, 1 IP r `` '' i f� � ., �. r`s `1' � �� ��- _.._ � ! _ �T ,��+ti �1 _4�r f i i 1 1 i� 4 � �^' N I '`�� Y t. +��.. r 5 I OASTAL NGINEERING OMPANY, INC. 200=1 MAR -9 rt� i i : © i 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 E Hyannis 508-778 9600(1 'Fax 508-255-6700 STRUCTURAL INSPECTION REPORT #1 To: Barnstable Building Department Project: Renovations to the Wianno Club Job No: C16110.03 (Dining Room) Location: 107 Seaview, Osterville,MA Date/Time: March 5,2007 at 1:30 pm Weather: 35°Ft, sunny,windy Present at Site: _ Brendon Brady-Cafco Construction(Cafco) David A. Morand,P.E., SECB -Coastal Engineering Co., Inc. (CEC) Jon Downing, E.I.T.—(CEC) Per the request'of Mr. Brendon Brady of Cafco, a field inspection was made to observe the initial foundation footing form work—and the i eiriforcing steel-placeirierit•Within`th6T66ting area:."The•following ob'servations-were noted;'' 1. At section C;E, &K foundation•wall/footing`east of and-abutting existing construction: • Footing width, depth, and rebar placement and size appeared as specified. • Cafco requested to place concrete in current forms, without having concrete tested as specified, in order to expedite the concrete delivery prior to colder weather. • CEC waived the concrete testing for pour on 3/5/07 only, and with the stipulation that no water is to be added to the concrete in the field. • CEC also informed Cafco that if poured on 3/5/07, special precautions must be used to prevent concrete from freezing before fully cured. ?. Observed footingb^"at column lire 1: • Footings width, depth and rebar placement and size appeared as specified. • Informed Brendon of Cafco that clay brick pieces holding rebar off the ground needed to be replaced with a different type of bar support, since clay is not allowed to be used as such. • Location of footings appeared as specified. • Intended end beam support was unclear, as the third footing(north)was not used. Earlier conversations with Cafco have indicated that the end of this I"floor beam will be supported upon a new wall. .. 'c. , 3. Observed scab-piers in material lift room.' x: •'c e ertical;rebar appeared to be of•proper'sizeland=location::: • 1 bar left out of the north pier due to already existing construction interference. •`•iNo'-6 straight rebar ties we're iri proper location;but did iiot•hook fo.fhe`vert cal ebar;whkh'ar"e°specified as o N6.,3=hooked"ties: -Providing solutions for the benefit of our clients and community■ Wianno Club Inspection Report Page 2 March 6,2007 • CEC informed Brendon of Cafco that ties must hook around vertical rebars before concrete can be poured. • CEC also informed Cafco to produce photos and send to CEC confirming that all ties have been i hooked to the vertical rebar. 4. CEC reviewed first floor framing plan(kitchen area)with Brendon of Cafco: • CEC informed Brendon of Cafco that overstressed beams may be augmented with channels as specified. Cafco was also informed that a new LVL beam can be placed under current beam if head room is not an issue,but must be designed by CEC. If you have any questions regarding the above,please contact me. Very truly yours, COASTAL ENGINEERING CO.,INC. Jon Downinfg,Ec'l.T. Project Engineer JD/dlb cc: John Tobin Brendon Brady Jack Thomson Paul Laundry David Morand D:IDOCI C16100116110116110.031 ReportsVnspectionNol_030507.doc OASAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 •www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 STRUCTURAL INSPECTION REPORT #2 To: Barnstable Building Department Project: Renovations to the Wianno Club Job No: C16110.03(Dining Room) Location: 107 Seaview,Osterville,MA Date/Time: March 12,2007 at 12:00 pm Weather: 45°Ft,sunny Present at Site: Brendon Brady-Cafco Construction(Cafco) Jon Downing,E.I.T.—(CEC) Per the request of Mr.Brendon Brady of Cafco,a field inspection was made to observe the initial concrete footing forming and the steel placement within the footing area.The following observations were noted: 1. New Foundation wall/footing at south-most point of building to the 2'-0"x 2'0"pilaster: • Footing width and depth were as specified. • Rebar size and number were not as specified. 1046's were used instead of 849's as specified. • CEC informed Cafco that pictures showing corrected rebars can be used instead of inspection,but must be sent before concrete is poured. • Cafco informed CEC of wanting to pour on 3/13/07,CEC informed Cafco to call when they know when they will be ready for follow-up footing inspection. 2... New footing at north of dining room for the 2'-4"x 2'-0"pilaster: • Observed that footing width,depth,and length along with rebar size and location was as specified. 3. Observed footings at column line 1 have been poured. 4. Observed piers in material lift room. • Piers have been poured,informed Cafco that pictures showing corrected rebar must be sent to CEC ASAP. 5. Observed new LVL at column Line 1.Beam does not rest on concrete wall as specified. If you have any questi)ns regarding the above,please contact me. f C1., Very..trily vol rsX. COASTAL.ENGINEERING CO.,INC. Jon Downuig-E.I.T. a Project Engineer JD/dlb� - `..1 i • .4 a .. ,. .. r(- ..o. ... .. .. .. ..>,.. cc: BrendoprBrady Jack Thoson .,..- . J' U.`_.., ' ,tt~i t r=;;r�.l;sit[j ;n 1aJJrn;:,1J m Paul tandry o D:IDOCI CI6100116110116110.031ReportstlnspectionNo2_031207.doc ■Providing solutions for the benefit of our clients and community■ OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 Hyannis 508-778-9600 Fax 508-255-6700 STRUCTURAL INSPECTION REPORT #3 To: Barnstable Building Department Project: Renovations to the Wianno Club Job No: C16110.03 (Dining Room) Location: 107 Seaview,Ostervilie,MA Date/Time: March 13,2007 at 12:00 pm Weather: 45°Ff,sunny Present at Site: Brendon Brady-Cafco Construction(Cafco) Jon Downing,E.I.T.—(CEC) Per the request of Mr.Brady of Cafco,a field inspection was made to observe the fixes to the problems noted during the field inspection on 3/12/07(see Structural Inspection Report#2).The following was noted: 1. New foundation footing at south of building for 2'-0"x 2'-0"pilaster footing width and depth and rebar size were as specified.Rebar quantity was not.as specified; 1049's were used instead of 849's. CEC informed Cafco that the increase in number of rebar was approved. 2. Southwest footing was observed and rebar appeared to be complete.The number,size, and location of rebar were all as specified. CEC did not observe dowels drilled and epoxy to existing foundation as specified on drawing S-1. 3. Cafco asked about rebar in section K on S-6.Drawings state footing dowels be placed at 10"O.C. and vertical bars be placed at 16"O.C. CEC informed Cafco that vertical bars should line up with footing dowels and to place vertical bars at 12"O.C. 4. Cafco asked about the footing between the north and south walls under the beam spanning from the 2' 4"pilaster to the 2'- 0"x 2'-0"pilaster. CEC informed Cafco that a previous SK was released on 3/l/07 for that footing. CEC resubmitted the SK for Cafco's use for the footing on 3/13/07. If you have any questions regarding the above,please contact me. 3 � Very truly yours, COASTAL ENGINEERING CO.,INC. Jon Downing E.I.T. Project Engineer JD/dlb cc: Brendon Brady Jack Thomson Paul Landry D:I DOCI C16100116110116110.031 Reports UnspectionNo3_0313 07.d oc Providing solutions for the benefit of our clients and community■ ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA ROBERT J . PESIRI March 16, 2007 Thomas Perry Building Commissioner—Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Mr. Perry, I am writing to inform you that Coastal Engineering Company of Orleans, Mass. has been removed as Structural Engineer of Record from the renovation and dining room addition project at the Wianno Club at 107 Sea View Avenue, Osterville, Mass. Mr. Richard Dempsey, P.E. will assume responsibilities as Structural Engineer of Record for the project. Mr. Dempsey will furnish the Barnstable Building Department with a Construction Control affidavit and will issue field reports as required, along with any other documentation-required-or requested. Sincerely, -'A --,a ►� David tuhlsatz-for Royal Barry Wills Associates j ui c Cc: Jeff Lauzon-Building'Inspector - v N r 8 NEWBURY STREET 0 BOSTON, MA 02116 617-266-5225 9 (FAX) 617-266-5228 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 207-563-8499 (FAX) 207-563-6659 - -- - t t 1 -, •i.r APPP gem amp lip 6 Its OK 16/2007 `� �- Q�3/1 /Z007 _. ti � y t A-M -:�-77--.777 rJ _ i�, 4•' ram' �. 03/16/ k 03/ 6/ ®0 •, I �� ��` �,► �• I�, to I�I� ■■ ■ ®NO n ��, •�� � ,_- +�-:�.�..�+ ''��. �� ��/ �T_}• -h� _�Ili- ��j�����=7���e1 ,w1 007 i '��� •sir—>���,+ ` - ;, "<J 9 \ j� S � w� � t�!�1���'71+3�����`\`°i`7��►�11�����M�II�Ij.�:�_ �,�/ I a Wall ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA ROBERT J . PESIRI March 16,2007 Thomas Perry Building Commissioner—Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Mr. Perry, I am writing to inform you that Coastal Engineering Company of Orleans, Mass. has been removed as Structural Engineer of Record from the renovation and dining room addition project at the Wianno Club at 107 Sea View Avenue, Osterville, Mass. Mr. Richard Dempsey, P.E. will assume responsibilities as Structural Engineer of Record for the project. .Mr. Dempsey will furnish the Barnstable Building Department with a Construction Control affidavit and will issue field reports as required, along with any other documentation required or requested. Sincerely, n =y C'G David Satz-for Royal Barry Wills Associates c" r I .` -- G-j &c: Jefflauzon-Building Inspector� � - - M 8 NEWBURY STREET 0 BOSTON, MA 02116 0 617-266-5225 (FAX( 617-266-5228 NEWCASTLE SQUARE • NEWCASTLE, ME 04553 e 207-563-8499 • (FAX( 207-563-6659 CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 07082 PROJECT TITLE: The Wianno Club PROJECT LOCATION: 107 Sea View Avenue Osterville, MA NAME OF BUILDING: The Wianno Club SCOPE OF PROJECT: Casual Dining Room Addition&Kitchen Renovations In accordance with Section 116.0 of the Massachusetts State Building Code,I,Richard J.Dempsey,P.E., Massachusetts Registration Number 29173, being a registered professional engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ( ) ENTIRE PROJECT ( ) ARCHITECTURAL ( X ) STRUCTURAL ( ) MECHANICAL ( ) FIRE PROTECTION ( ) ELECTRICAL ( ) OTHER(specify): for the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and shall be responsible for the following as specified in Section 116.2.2: 1. Review,for conformance to the design concept,shop drawings,samples and other submittals,which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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,in general,if the work is being performed in a manner consistent with the construction documents. I shall periodically submit progress reports following site inspections together with pertinent comments as a record for the Osterville Building Department. Upon completion of the work,I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. ��kA of tn4'9. cy RICHARD EY oRidifNAL SI AND S STRUCTURAL W ND No. 29173 Subscribed and sworn to before me this 2 2 day of M.AkCA 2040 �SSIONAL ENG\ �\;,,��,ar SE.�7Er�(3ER l2 2008 NOTARY PUBLIC My Commission Expires On r" OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway(Rte. 6A),Orleans,MA 02653 www.CoastalEngineeringCompany.com Orleans 508-255-6511 Provincetown 508-487-9600 ; .I ahviks 50�7M- 00 Fax 508-255-6700 STRUCTURAL FIELD INSPECTION REPORT #2 To: Barnstable Building Department Project: Wianno Club Kitchen Renovation Job No: C16110.04 Location:aVMeaView;� Date/Time: February 1,2007 at 1:30 PM Weather: Cold,Overcast, 35°Ff REPRESENTATION Present at Site : Brendan Brady; Cafco Construction Management(Cafco) cl1 � David Morand; Coastal Engineering Company,Inc. (CEC) 01 Tony Capelle; Coastal Engineering Company,Inc. (CEC), Per the request of Mr.Brendan Brady of Cafco, a field inspection was made to observe the concrete footing forming and reinforcing steel placement at the Area"A"footing and Area`B"wall located at the north elevation of the Wianno Kitchen. The following observations were noted: 1. The new area"A"footing: ■ Longitudinal,and'.transverse reinforcing steel was placed, as originally specified by CEC. The vertical dowel-bars which are specified to extend from the footing into the wall have not been placed. The concrete subcontractor and Cafco were reminded that these bars are required to be placed as specified prior to placing concrete. Cafco was instructed to take photographic record of the final tied rebar and submit to CEC to ensure that these bars have been placed. ■ Compaction of subgrade materials appeared to be adequate. Crushed stone has not been used. Cafco was reminded that all foundations for the Dining Room construction have specific subbase material specifications which must be adhered to. ■ Area was covered and protected from weather prior to CEC inspection. 2. Cafco and Zell requested a substitution of hangers at new LVL attic joists at the"2"and"3"designated gable roof area of the kitchen.Due to the fact that the new LVL attic joists required notching at their ends to satisfy the existing adjacent roof construction,the Simpson U26 hangers are to be installed in lieu of the top flange hangers at these locations. CEC requested HVAC-loading information to determine if additional LVLs were needed due to equipment weight, reminding Cafco that the HVAC units are to be supported upon the new attic joists, and not hung from the roof rafters. Brendan Brady had indicated that the units are relatively small and light,weighing approximately 200 pounds per unit. Cafco will verify and submit this information to CEC. 3. Coastal observed that in several locations, masonry foundation wall pinning and reinforcement had begun and appeared to be proceeding as specified. Coastal noted that the appropriate length threaded rods were used as well as the specified epoxy gel,as indicated by the materials placed at the work site adjacent to the drilling holes. ■Providing solutions for the benefit of our clients and community■ i Field Inspection Report 211107 4. The new area`B"footing and wall: ■ Coastal advised Cafco and the concrete subcontractor to install an additional continuous horizontal wall bar,place 3 inches up from the footing, due to the as-built construction missing the bottom two continuous horizontal bars.Hooked dowels were placed into the existing adjacent wall as specified, and the wall cage of rebar appeared to be well tied in place. ■ The top two continuous horizontal wall bars have not been placed yet, but it is the concrete subcontractors intent to place three continuous horizontal bars mid-height in the 4 inch depth of concrete above the basement windows. 5. Specific clarifications were given to Cafco regarding the L-scab piers at the two corners of the existing foundation walls. CEC requested that the brick veneer ties(as specified)be doubled in quantity from that shown on the plans, using 5 rows at each face of wall,resulting in a total of 20 metal ties per pier. 6. Rebar was placed at the material lift, as specified and included the 3/4"stone subbase material. Overall dimensions were checked and a discrepancy was found in the size of the pit,as the overall dimensions of the pit were slightly larger than that specified. Cafco reassured CEC that the pit dimensions were formed larger than specified and may be grouted to infill if necessary. Very truly yours, COASTAL ENGINEERING CO.,INC. Anthony P. Capelle David A. Morand,P.E., SECB Structural Division Manager DAM/jb Enclosure: Captioned photographs cc: Representation D:I Docl C 16100116110116110.041 Reporis)FieldReporiNo2.doc 4 „ .TX Air ,.r .h a 9 a — i Wald reinforcement at new Area"B" Y i •� � Ifff{ 1•,rf .��M,1 { r ,y r+. tC� t Transition of wall reinforcement(Area"B")into existing foundation wall `r Wianno Club/107 Seaview Street/Osterville C16110.04 2/1/07 Material lift reinforcing steel with formed pit area I THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 005 DATE: 04/20/07 TIME: 2:30 pm WEATHER: Sunny TEMP. RANGE: 60F UPDATE ON PREVIOUS REPORTS: Revised drawings S 1'& S3 and new drawing S7 (kitchen floor structural improvements) delivered to site and complete package of drawings and site visit reports handed to Barnstable Building Inspector,Jeff Lauzan. • WORK IN PROGRESS: Existing first floor-being leveled with Gyperete or similar product(see photo#1). OBSERVATIONS: Drywall well underway(photo #2);existing kitchen basement improvements nearly 100% satisfactorily complete requiring only grouting of some base plates and reinforcement of joists in electrical roorn..(see photos#3 thru#14); framing of new kitchen extension continues (see photos#15 ). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed estimated schedule for dining room foundation. INFORMATION OR ACTION REQUIRED: TDG completing revised dining room roof framing plans. I,Richard J.Dempsey,P.E.,as the affidavited engineer,hereby certify that I have on this date,04/20/07,inspected the property located at 107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6th edition, except as noted above. � 'VSH OF lAgss • O IN G TURE AND SEAL RICHARD J. tiG� o DEMPSEY n 05/02/07 " .STRUCTURAL u' DATE N0.29173 � �Fa/STrl?- �SSIONAI �av ` 1 -:1 r 04/20/2007 20/2007 _ 9 lovo ..._ 04/2 0 04/20� 2007 - • r I , 1 ' S t 3 w o - 1 Nmr wa.c/�� A_er> � •' 1 sf 1 ❑ 1 � �r ` \ /20/2007 AREA E , _�lam. a G•i� _ 4��. v������ ,� . —..�.et `* a'` � �.•ram ._ .� �y ,- ��:1- I x • . ,_ �.., ,�F.,R 4'`f.'m.r.-"'• .;`_`.`-.•+•--."'-.ram _ .'`— �,�� �-�c�„+`y"� ; :. l� 13 pop y _ •�� �®®tea D[�®®IE1 �'A""�' 4 ' 'o'! py -pJ(��jn•�y1 ;c. ."�. ;'.�5��� r � ��d�i`r F'� �, �. ►i'6 r�� � t^'v'i�rwrr3l .ss��,,��'•+' :' I � �� , rl ,.truer,,- i.. r >-::,1 .C;•' '.�' p1`' �_ _,.� f , NOVI'15/2—GO6'XEII K,29 COMM r IRE IEPARTMENT FAX No. 5ll^i•�!�[ � P. 011i CU i i K DtPAATMENTS OF THE TONVN OF 10_ S7[t ;►ABIE Fire Prevention Office-Hine kje3r Building 200 Main StJreet,11yannis,NSA, 0268g06 KOV 15 PM 12: 25 (508)8624097 BUILDING CODE COMPLIANCE FORM DIV[sl 'N Plans dated fo,the property located at r—,A- AI<A have been reviewed by� of the (:6y-�l.l -A�_ Fire Department. r - THE CHART BELOW INDiCATES THE Sl"ATUS OF THE REVIEW; j TYPE OF CONSTRUCTION DOCUMENT NIA RECEIVED REVIEWED COMPLIES ! 1. Narrative Report I— - - 2. Firefighting&Rescue Access r 3. Hydrant Location&Water Supply 4. Sprinkler Systems 5. Sprinkler Control Equipment l 6. Standpipe Systltns 7. Standpipe Valve Locations 8. Fire Department Connection 9. Fire Protective Signaling System 10. F.P.S.S.&Annunclator Location 11. Smoke Control/Exhaust 12:Smoke Control Equipment Location 13, Life Safety System Features 14. Fire Extinguishing Systems 16, F.E.S. Control Equipment Location 16.Fire Protection Rooms T 17. Fire Protection Equipment Sig nags 18.Alarm Transmission Method 1,5. Sequence of Operation Report 20.Acceptance Testing Criteria We believe this document to be complete and compliant for the Issuance of a building permit, We have-completed the acceptance testing for the occupancy permit and believe that within-the scope of the building permit, the above issues are in compliance, West Bamstable Cotult Uarnetable Hyannis C.O.M:M. Chlef John P.Jenkins Chief Paul Frazier Chief-Robert Crosby Lt.Eric Hubler FPO Glen S.Wilcox PO Box 466 Captain David'Plarm PC Box e4 Lt.aonaid Chase Jr. FPO Martin MacNaely W,Barnstable,02668 PO Sox 4.032.02635 Barnstable,C2630 95 High School Road Ext 1875 Route 28 (508)362-324.7- (508)428421Cr. (508)362-3312 r (50)775-1300- (508)780-2380 THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS • 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)54 5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES -CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA i CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 006 DATE: 05/04/07 TIME: 3:00 pm WEATHER: Sunny TEMP. RANGE: 60F UPDATE ON PREVIOUS REPORTS: Delivered sketches of steel moment frames and associated details in casual dining to Brendan Brady. WORK IN PROGRESS: Site drainage being installed at front of building(see photos#1 and #2); Rebar set and wall forms being erected around segmental portion of casual dining(see photos#5 through # . P �#8 and 11) OBSERVATIONS: Kitchen area tiled and ready for equipment(photos #3 & #4); Rough framing for hip-roofed structure over kitchen nearly complete (photos #9, #10 and#12). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed minor work required to complete \ kitchen basement improvements (see field report#005). INFORMATION OR ACTION REQUIRED: TDG to complete contract drawings for steel framing at casual dining. I,Richard J. Dempsey,P. E.,as the affidavited engineer,hereby certify that I have on this date,05/04/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6eh edition,except as noted above. ��j"OF/Lgss9 ORI44NAL TURE AND SEAL = RICHARD J. • DEMPSEY 05/24/07 STRUCTURAL DATE No. 29173a ciS 9- ASS/ONAL ECG 1 cu.ea�x..� i1 ' a 3 Z �- • _ �1 1 + 4 — �1 \� , J P10 IL �a y���y.��.a •�1; '• _ ,. � .� it{}u� ` +��TT r � � ,� Y � � a tf �` 7 I \�� Q Q t/f- '�` r 1( a F� ! Q O Q 8 ti a S 1 _ - •• r�t�a- ❑ � �� o j� � o �� ° AD R ::� � .J o ijl ,, � k •y, Y � �, .._;:.►'�f �Eltse�9Y-.... t +f o ° a Y=...�..,..:- ...t:�.��. ,_ �.!'" or' \\awl �-F:;�.� �:''~�w�c..` ., =y 7W,'4441 �0 1 f`� Z 05/04/20 - q z ic MOP - a _ �•1 05/4, .00.7 • ROYAL BARRY WILLS ASSOCIATES , INC. • A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA R O B E R T J. PESIRI Section 116.0 of Massachusetts State Building Code Registered Architectural and Professional Engineering Services-Construction Control Project Name: Renovations to the Wianno Club-Casual Dining Addition Street Address: 107 Sea View Avenue Town/State: Osterville,MA Construction Supervisor's Name: Brendan Brady, CAFCO Construction Field Report Number: 002 Date: 5-25-2007 Time: 11:30 Weather: Sunny, 75' Update on Previous Reports: Foundation Work 75%complete.Floor framing 75%complete. • Work in Progress: Prep work for deck foundations and framings. Observations: All work proceeding in substantial accordance with construction documents. Issues Discussed W/Supervisor: Site grading pertaining to design of ramps and steps at main entrance of Casual Dining addition. Information or Action Required: none at this time. I,David Stuhlsatz,as a representative of Royal Barry Wills Associates,Architects,hereby certify that I have on this date; 5=25-2007,inspected the property located at-107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,a edition,except as noted above. Original Signature 5-25- ;too� Date 8 NEWBURY STREET 0 BOSTON, MA 02116 617-266-5225 (FAX) 617-266.5228 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 207-563-8499 (FAX) 207-563-6659 I 5/25/2007 5/25/2007 lima fit � �0_ 5/25/2007 5/25/2007 i F 1 r INN y�-.•.ram �� mo� ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA ROBE R T J . PESI R I Section 116.0 of Massachusetts State Building Code Registered Architectural and Professional Engineering Services-Construction Control Project Name: Renovations to the Wianno Club-Casual Dining Addition Street Address: 107 Sea View Avenue Town/State: Osterville,MA Construction Supervisor's Name: Brendan Brady,CAFCO Construction Field Report Number: 001 Date: 4-26-2007 Time: 7:30 Weather: Sunny, 55' Update on Previous Reports:None.First official report. Work in Progress: Foundation Work 40%complete.Framing of exterior walls and roofs 40% complete. Observations: All work proceeding in substantial accordance with construction documents. Issues Discussed W/Supervisor: Confirmed assembly method and scope of Fire Wall. 5/8" G.W.B. on underside of roof sheathing to extend minimum of 4' on both sides of Fire Wall. Information or Action Required:None at this time. I,David Stuhlsatz,as a representative of Royal Barry Wills Associates,Architects,hereby certify that I have on this date, 4-26-2007,inspected the property located at 107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6`'edition,except as noted above. e; IIJ J z� w co Original Signature o Date r w w 8 NEWBURY STREET 0 BOSTON, MA 02116 617-266-5225 (FAX) 617-266-5228 NEWCASTLE SQUARE 0 NEWCASTLE, ME 04553 207-563-8499 (FAX) 207-563-6659 • CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: 07082 PROJECT TITLE: The Wianno Club PROJECT LOCATION: 107 Sea View Avenue Osterville, MA NAME OF BUILDING: The Wianno Club SCOPE OF PROJECT: Casual Dining Room Addition&Kitchen Renovations In accordance with Section 116.0 of the Massachusetts State Building Code,I,Richard J.Dempsey,P.E., Massachusetts Registration Number 29173,being a registered professional engineer hereby certify that i have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ( ) ENTIRE PROJECT ( ) ARCHITECTURAL ( X ) STRUCTURAL ( ) MECHANICAL ( ) FIRE PROTECTION ( ) ELECTRICAL ( ) OTHER(specify): for the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and shall be responsible for the following as specified in Section 116.2.2: 1. Review,for conformance to the design concept,shop drawings,samples and other submittals,which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 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, in general,if the work is being performed in a manner consistent with the construction documents. I shall periodically submit progress reports following site inspections together with pertinent comments as a record for the Osterville Building Department. Upon completion of the work,I shall submit a final report as to the satisfactory completion and readiness of the project for occupancy. 1�10F l4gss9cy RICHARD J. EY ORI AL SI AND S STRUCTURAL N D No. 29173 Subscribed and sworn to before me this 2 2 day of M.AeC1k 2040Q � cisTESC��``� 12 �sS/ONAI ENG\ SEQ76n(3E(Z 2 ov8 NOTARY PUBLIC My Commission Expires On TIDE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS • 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 001 DATE: 03/16/07 TIME: 12:00 pm WEATHER: Snowing TEMP. RANGE: 30F UPDATE ON PREVIOUS REPORTS:No updates—this is the first report. WORK IN PROGRESS: No work on exterior but mechanical ductwork installation underway inside building (see attached photos). • OBSERVATIONS: Footings cast for dining room addition between existing structure and 4 line (see photos). Wall and pier reinforcing installed per approved plans. ISSUES DISCUSSED W/SUPERINTENDENT: Discussed whether existing post in corner of stairwell could be utilized to support new hip rafter in lieu of replacement with new Versalam post. Agreed that existing post will remain in place and is adequate to carry loads. Discussed detail for heel cut at eave line where hip rafter meets corner walls. Reviewed alternate details with Brendan Brady for kitchen floor reinforcement by means of adding posts and supplemental beams, as needed,to raise floor live load capacity to 100 psf. A plan of these alternates will be produced by this office. No other issues; all work proceeding in accordance with approved plans. INFORMATION OR ACTION REQUIRED: This office will begin production of new record plans and monitor construction on a periodic basis. See attached control construction affidavit. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I have on this date, 03/16/07, inspected the property located at 107 Sea View Avenue, Osterville, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 6th edition, except as noted above. �\�H OF Ma,S.9cy • s° RICHARD J. o DEMPSEY ORIGINAL SI AND SEAL " STRUCTURAL No.29173 � 07/19/03 °����.s T e����`` DATEoNAL s y. t p 'a � ,�+.r.�•f'�.♦r< r .t y, ��,�+. �Z��. �.- .. 4 �w;k r 1 � h- - �i -- �;4 _ a,.•fir...+ F - + �f"� �t o'r/ ! / � taw. w �, a 1 sfy�, ,.,1� _ ��1 !�► a J ,.- . Y - �- S�S�.} - .�Y ``` \�I�.,.,y/" ��•�. III - s r. 1 � ]Lid _ - THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS • 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 003 DATE: 03/30/07 TIME: 02:45 pm WEATHER: Cloudy TEMP. RANGE: 55F UPDATE ON PREVIOUS REPORTS: Details for basement lally column base plates, steel beam in Area 11, and revised drawing S7 delivered on 03/30/07 as promised. WORK IN PROGRESS: Most crews wrapping up work in kitchen area, as day and week near end. OBSERVATIONS: Forms stripped on foundation walls between existing structure and 4 line; first floor framing beginning,however remainder of foundation on hold while job is re-bid in accordance with revised plans by this office (see attached photos). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed switching to 3,000 psi concrete for remainder of foundations. INFORMATION OR ACTION REQUIRED: TDG to provide revised first floor framing plan, including deck,next. I,Richard J. Dempsey,P. E., as the affidavited engineer, hereby certify that I have on this date,03/30/07,inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6`h edition, except as noted above. `SH OF MASS ORI IN '- CGTURE AND SEAL RICHARD J cyG� • 04/04/07 o DEMPSEY DATE " STRUCTURAL u o No. 29173 �0.c�FG 1 S T OL<' �4 ASS/GNAL Eat f ' THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS • 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville,MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations , FIELD REPORT NUMBER: 002 DATE: 03/23/07 TIME: 01:30 pm WEATHER: Cloudy TEMP. RANGE: 50F UPDATE ON PREVIOUS REPORTS: Revised foundation plans and sections,prepared by this office, were delivered, as promised. WORK IN PROGRESS: Mechanical and electrical contractors on site. 'OBSERVATIONS: Foundation walls between existing structure and 4 line formed and poured (see attached photos). ISSUES DISCUSSED W/SUPERINTENDENT: Reviewed changes to foundation represented on new plans by this office. No construction issues—all work proceeding in accordance with approved plans. INFORMATION OR ACTION REQUIRED: Superintendent requested size of base plates for new basement lally columns and steel beam required in Area 11 of former drawing ST This office to provide by next week. I,Richard J. Dempsey,P. E., as the affidavited engineer, hereby certify that I have on this date,03/23/07, inspected the property located at 107 Sea View Avenue,Osterville, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6tn edition,except as noted above. `SN of tq& o gcyG . ORI AL URE AND SEAL RICHARD J. s� • 07/29/07 o DEMPSEY DATE " STRUCTURAL No. 29173 STea``��``�, �SS��NAL ECG /o? SR A, Vt LIO 7' v it o-7 5 e-w Ave f 01/10/2007 09:21 6174263738 CAFCO PAGE 01/01 TC1yl�,�, OF B�1t;AISIABLE RISER WAS STATED NCO RECTLY.I Gs�g J�THE CORRECT HEIGHT IS � '� AM �Q 52 SHOWN HERE ALL V151BLE P.T. FRAMING TO RECEIVE TRIM ALL TRIM TO PAINT EXCEPT STAIR TREADS (NATURAL FINISH) TYP. POST CAP 2X4 MAHOGANY RAILS i 2X2 MAHOGANY IX4 MAHOGANY DECKING 2X8 P.T, a 14, O.C. TJ IX4 MAHOGANY TREADS I]" MIN. TREAD DEPTH ' l" MAX, RISER HEIGHT UUII SMOOTH 'HAROI-PLANK' 00 PANELS ON UNDERSIDE OF JOISTS x LATTICE NEW CONC_ SLAB- "---, PITCH TO DRAIN FIN. GRADE T.B.D. STONE RETAINING WALL W/ BLUESTONE CAP DRAIN TO DRYWELL SECTION AT BASMEN ' ENVY NOTE; THIS DRAWING IS AN ADDENDUM TO PLAN "A2.0" DATED 11-21-2004 THAT WAS SUBMITTED FOR PERMIT. CHANGES NOTED ABQVE SUPERSEDE ANY PREVIOUS INFORMATION. Sig [DA: JOB: ROYAL BARRY WLS ASSOCIATES,INC. o To THE 8 N�Sty Boston,MA 617-266-5225 r �4t►ar�a �y Federal Emergency Management Agency 4 Washington,D.C.20472 D � MAR 14 2006 CERTIFIED MAIL IN REPLY REFER TO: RETURN RECEIPT REQUESTED Case No.: 05-01-0764P Community Name: Town of Barnstable,MA Mr.John C.Klimm Community No.: 250001 Town Manager Effective Date of MAR 14 2006 Town of Barnstable This Revision: Barnstable Town Hall 369 Main Street Hyannis,MA 02601 Dear Mr.Klimm: The Flood Insurance Rate Map for your community has been revised by this Letter of Map Revision(LOMR). Please use the enclosed annotated map panel(s)revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals issued in your community. Additional documents are enclosed which provide information regarding this LOMR. Please see the List of Enclosures below to determine which documents are included. Other attachments specific to this request may be included as referenced in the Determination Document. If you have any questions regarding floodplain management regulations for your community or the National Flood Insurance Program(NFIP)in general,please contact the Consultation Coordination Officer for your community. If you have any technical questions regarding this LOMR, please contact the Director,Federal Insurance and Mitigation Division of the Department of Homeland Security's Federal Emergency Management Agency(FEMA)in•Boston,Massachusetts,at(617)832-4761,or the FEMA Map Assistance Center toll free at 1-877-336-2627(1-877-FEMA MAP). Additional information about the NFIP is available on our website at httpJ/www.fema.gov/nfip. Sincerely, i Kevin C.Long,CFM,Project Engineer For: Doug Bellomo,P.E.,Chief Hazard Identification Section Hazard Identification Section Mitigation Division Mitigation Division List of Enclosures: Letter of Map Revision Determination Document Annotated Flood Insurance Rate Map cc: Mr.Thomas Perry Building Commissioner Town of Barnstable Mr.Robert A.Burgmann,P.E. Engineering Division Town of Barnstable Applied Coastal Research and Engineering,Inc. i ` Page'1 of 4 Issue Date: MAR 14 2006 Effective Date: MAR 14 2006 Case No.: O&OI-0764P LOMR-APP Federal Emergency Management Agency z Washington, D.C. 20472 �4ND LETTER OF MAP REVISION DETERMINATION DOCUMENT COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST Town of Bamatable NO PROJECT COASTAL ANALYSIS Samstable County NEW TOPOGRAPHIC DATA Massachusetts COMMUNITY COMMUNITY NO.: 250001 IDENTIFIER Wianno Beach Club APPROXIMATE LATITUDE A LONGITUDE: 41.616, -70.370 SOURCE: Precision Mapping Streets DATUM: NAD 63 ANNOTATED MAPPING ENCLOSURES ANNOTATED STUDY ENCLOSURES TYPE: FIRM• NO.: 250001 0016 D DATE: July 2,1992 NO REVISION TO THE FLOOD INSURANCE STUDY REPORT Enclosures reflect changes to flooding sources affected by this re ion. •FIRM-Flood Insurance Rate Map;••FBFM-Flood Boundary and Floodway Map;•••FHBM-Flood Hazard Boundary Map FLOODING SOURCE(S)a REVISED REACIRES) Nantucket Sound—horn approximately 100 feet seaward of the intersection of Sea View Avenue and Warren Street northeast approximately 1,350 feet along the coast to approximately 500 feet north of the intersection of Sea View Avenue and Webster Street SUMMARY OF REVISIONS Flooding Source Effective Flooding Revised Flooding increases Decreases Nantucket Sound Zone V11 Zone C NONE YES Zone VI I Zone VI I NONE YES BFEs BFEs NONE YES •BFEs-Base Flood Elevations DETERMINATION This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency(FEMA) regarding a request for a Letter of Map Revision(LOMR)for the area described above. Using the information submitted,we have determined that a revision to the flood hazards depicted in the Flood Insurance Study(FIS)report and/or National Flood Insurance Program(NFIP)map is warranted. This document revises the effective NFIP map,as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available.'The enclosed documents provide additional information regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center tog free at 1-677-336-2627(1-877-FEMA MAP)or by letter addressed to the LOBAR Depot,3601 Eisenhower Avenue,Alexandria,VA 22304. Additional Information about the NFIP Is available on our websfte at hltp://www.fema.gov/nfip. Kevin C.Long,CFM,Project Engineer Hazard Identification Section f Page 2 of 4 Issue Date: MAR 14 2006 Effective Date: MAR 14 2026 Case No.: 0"1-0764P LOMR-APP ha Federal Emergency Management Agency Washington, D.C. 20472 A�gND S6� LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) COMMUNITY INFORMATION APPLICABLE NFIP REGULATIONS/COMMUNITY OBLIGATION We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973(P.L.93-234)and in accordance with the National Flood Insurance Act of 1968,as amended(Title XIII of the Housing and Urban Development Act of 1968,P.L.90-448), 42 U.S.C.40014129,and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968,as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria,including adoption of the FIS report and FIRM,and the modifications made by this LOMR,are the minimum requirements for continued NFIP participation and do not supersede more stringent State/Commonwealth or local requirements to which the regulations apply. COMMUNITY REMINDERS We based this determination on the 1-percent-annual-chance stillwater elevations computed in the FIS for your community. A comprehensive restudy of your community's flood hazards could establish greater flood hazards in this area. Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or State/Commonwealth law have been obtained. State/Commonwealth or community officials,based on knowledge of local conditions and in the interest of safety,may set higher standards for construction or may limit development in floodplain areas. If your State/Commonwealth or community has adopted more restrictive or comprehensive floodplain management criteria,those criteria take precedence over the minimum NFIP requirements. We will not print and distribute this LOMR to primary users,such as local insurance agents or mortgage lenders;instead,the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release for publication in your community's newspaper that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way,interested persons,such as property owners,insurance agents,and mortgage lenders,can benefit from the information. This determination Is based on the flood data presently available. The enclosed documents provide additional Information regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at 1-877-335-2627(1-877-FEMA MAP)or by letter addressed to the LOW Depot,3601 Eisenhower Avenue,Alexandria,VA 22304. Additional Information about the NFIP Is available on our website at httpJtwww.fema.govh1ip. Kevin C.Long,CFM,Project Engineer Page 3 of 4 Issue Date: MAR 14 ZOOS Effective Date: MAR 14 2006 Case No.: 05-01-0764P LOMR-APP AX Federal Emergency Management Agency Washington, D.C. 20472 IND S� LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) We have designated a Consultation Coordination Officer(CCO)to assist your community. The CCO will be the primary liaison between your community and FEMA. For information regarding your CCO,please contact: Mr.Kevin Merli Director,Federal Insurance and Mitigation Division Federal Emergency Management Agency,Region I 99 High Street,Sixth Floor Boston,MA 02110 (617)8324761 STATUS OF THE COMMUNITY NFIP MAPS We will not physically revise and republish the FIRM for your community to reflect the modifications made by this LOMR at this time. When changes to the previously cited FIRM panel(s)warrant physical revision and republication in the future,we will incorporate the modifications made by this LOUR at that time. This determination is based on the flood data presently available. The enclosed documents provide additional informadon regarding this determination. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at 1-877-336-2627(1.877-FEMA MAP)or by letter addressed to the LOMR Depot,3601 Eisenhower Avenue,Akmndrla,VA 22304. Additlonal Information about the NFIP Is avaiable on our website at http:/Avww.fema.gov/nflp. Kevin C.Long,CFM,Project Engineer ~ Page 4 of 4 Issue Date: .MAR 14 2006 Effective Date: MAR 14 2006 Case No.: 05-M-0764P LOMR,APP Federal E.mergeo' Management Age ter Waabliagton, D.C..20472 ss LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) PUBLIC NOTIFICATION OF REVISION PUBLIC NOTIFICATION MAP FLOODING SOURCE LOCATION OF REFERENCED ELEVATION BFE(FEET NGVD) M L NUMBER(S)APANEL EFFECTIVE REVISED Nantucket Sound Apprordmdsly 100 feet seaward d Intersection of See 22 17 0010 D View Avenue and Women Street Within 90 days of the second publication in the local newspaper,any interested party may request that we reconsider this determination. Any request for reconsideration must be based on scientific or technical data This revision is effective as of the date of this letter. However,until the 90-day period has elapsed,the revised BFEs presented in this LOMR may be changed. A notice of changes will be published in the Federal Register. This information also will be published in your local newspaper on or about the dates listed below. LOCALNEWSPAPER Name: Cape Cod 77mes Dates: 03/30/2006 04/06/2006 I This determination is based on the flood data presently available. The enclosed doc u m is provide additional Infommdm regardkp this detenmloatim. K you have any Questions about this document,Please contact the FEMA Map AagWanoe Center toll free at 1-877-338-2627(1-877-FEMA MAP)or by tettar addressed to the LOMR Depot,3601 Eisenhower Avenue,Alexandria,VA 22304. Additional Information about the NFIP Is available on our website at htIpJ/wwwSema.gov/rfip. e. Kevin C.Long,CFM,Project Engineer CHANGES ARE MADE IN DETERMINATIONS OF BASE FLOOD ELEVATIONS FOR THE TOWN OF BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS, UNDER THE NATIONAL FLOOD INSURANCE PROGRAM On July 2, 1992, the Department of Homeland Security's Federal Emergency Management Agency identified Special Flood Hazard- Areas (SFHAs) in the Town of Barnstable, Barnstable County, Massachusetts, through issuance of a Flood Insurance Rate Map (FIRM). The Mitigation Division has determined that modification of the elevations of the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood) for certain locations in this community is appropriate. The modified Base Flood Elevations(BFEs)revise the FIRM for the community. The changes are being made pursuant to Section 206 of the Flood Disaster Protection Act of 1973(Public Law 93-234) and are in accordance with the National Flood Insurance Act of 1968, as amended (Title XM of the Housing and Urban Development Act of 1968, Public Law 90-448), 42 U.S.C. 4001-4128,and 44 CFR Part 65. A coastal analysis was performed to incorporate updated topographic information along Nantucket Sound for an area extending from approximately•100 feet seaward of the intersection of Sea View Avenue and. Warren Street northeast approximately 1,350 feet along the coast to approximately 500 feet north of the intersection of Sea View Avenue and Webster Street. This has resulted in a decrease in the width of the SFHA designated Zone V 11 (EL 17)and decreased BFEs for the above-referenced area along Nantucket Sound. The table below indicates existing and modified BFEs for selected locations along the affected lengths of the flooding source(s)cited above. Existing BFE Modified BFE Location (feet)* (feet)` Approximately 100 feet seaward of intersection of Sea View Avenue and Warren Street 22 17 *National Geodetic Vertical Datum,rounded to nearest whole foot Under the above-mentioned Acts of 1968 and 1973, the Mitigation Division must develop criteria for floodplain management. To participate in the National Flood Insurance Program(NFIP),the community must use the modified BFEs to administer the floodplain management measures of the NFIP. These modified BFEs will also be used to calculate the appropriate flood insurance premium rates for new buildings and their contents and for the second layer of insurance on existing buildings and contents. . Upon the second publication of notice of these changes in this newspaper, any person has 90 days in which he or she can request, through the Chief Executive Officer of the community, that the Mitigation Division reconsider the determination. Any request for reconsideration must be based on knowledge of changed conditions or new scientific or technical data All interested parties are on notice that until the 90-day period elapses,the Mitigation Division's determination to modify the BFEs may.itself be changed Any person having knowledge or wishing to comment on these changes should immediately notify: Mr.John C.Klimm Town Manager Town of Barnstable Barnstable Town Hall 369 Main Street Hyannis,MA 02601 Legend gtitio = 1%annualchance SRT BAY `_ (100-Year) Floodplain Otherwise PPNP�oRo ZONE C ZONE B`` Protected Areas R p I 0.2%annual chance P (500-Year) Floodplain SIT -ZONE'.B.:: :." �o� RM 28 APPROXIMATE SCALE IN FEET Soo 250 0 so0 :CRYSTiL s�� FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSANTIALLY IMPROVED ON OR ®NATIONAL FLOOD INSURANCE PROGRAM p,VE - AFTER NOVEMBER 16, 1991 NOT USED IN A MANNER CONSISTANT WITH THE PURPOSE OF THE FARM f- OTHERWISE PROTECTED AREAS w p`I� ZONE ':ss : FLOOD INSURANCE RATE.MAP \N F�PPPEN ,� ZONE C TOWN OF P BARNSTABLE, I 111 MASSACHUSETTS GONO PEE 5�P NANTUCKET COUNTY BARNSTABLE s� SOUND ZOLVE,.B..: . PANEL 16 OF 25 ZONE C - (SEE MAP INDEX FOR PANELS NOT PRINTED) 1 u TO "Plf-CT LOW REVISED v �fEu MAR I AREA -. COMMUNITY-P 2NEELL UMBER MAP REVISED: ZONE C JULY 2,1992 ZONE V17 Federal Emergency Management Agency (EL 16). AR Federal Emergency Management Agency . D 4 MAR 01 2007 CERTIFIED MAIL IN REPLY REFER TO: / C RETURN RECEIPT REQUESTED Case No.: 05-01-0764P Mr. John C. Klimm Community: Town of Barnstable, MA Town Manager, Town of Barnstable Community No.: 250001 Barnstable Town Hall FIRM Panel Affected: 250001 0016D 369 Main Street Hyannis, MA 02601 116 V`11-, J Dear Mr. Klimm: In a Letter of Map Revision(LOMR)dated March 14, 2006,you were notified of proposed modified flood elevation determinations affecting the Flood Insurance Rate Map(FIRM)for Town of Barnstable, Barnstable County,Massachusetts. These determinations were for Nantucket Sound from approximately 100 feet seaward of the intersection of Sea View Avenue and Warren Street northeast approximately 1,350 S l' feet along the coast to approximately 500 feet north of the intersection of Sea View Avenue and Webster Q��� Street. The 90-day appeal period that was initiated on April 6,2006,when the Department of Homeland Security's Federal Emergency Management Agency(FEMA)published a notice of proposed Base Floo O Elevations(BFEs)in the Cape Cod Times,has elapsed. FEMA received no valid requests for changes to the modified BFEs. Therefore,the modified BFEs that became effective on March 14, 2006,remain valid and revise the FIRM that was in effect prior to that date. VIA QrQ/ O Y., The modifications are pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (Public �( Law 93-234)and are in accordance with the National Flood Insurance Act of 1968, as amended(Title XIII e �� of the Housing and Urban Development Act of 1968,Public Law 90-448),42 U.S.C.4001-4128, and 44 0�k CFR Part 65. The community number(s)and suffix code(s)are unaffected by this revision. The (� community number and appropriate suffix code as shown above will be used by the National Flood C Insurance Program(NFIP)for all,flood insurance policies and renewals issued for your community. FEMA has developed criteria for floodplain management as required under the above-mentioned Acts of 1968 and 1973. To continue participation in the NFIP,your community must use the modified.BFEs to carry out the floodplain management regulations for the NFIP. The modified BFEs will also_be,used to 7 calculate the appropriate flood insurance premium rates for all new buildings and their conten-61and for the second layer of insurance on existing buildings and their contents. If you have any questions regarding the necessary floodplain management measures for your co unity or(the NFIP in general, please call the Director, Federal Insurance and Mitigation Division of FE in Boston, Massachusetts at(617)-223-9561. 2 If you have any questions regarding the LOMR,the proposed modified BFEs,or mapping issues in general, please call the FEMA Map Assistance Center,toll free,at 1-877-FEMA MAP (1-877-336-2627). Sincerely, ? kl4z&'� William R.Blanton Jr.,CFM,Chief Engineering Management Section Mitigation Division cc: Mr. Thomas Perry Building Commissioner, Town of Barnstable Mr. Robert A. Burgmann, P.E. Engineering Division, Town of Barnstable Mr. Trey Ruthven Applied Coastal Research and Engineering Inc. ROYAL BARRY WILLS ASSOCIATES , INC. A R C H I T E C T S RICHARD WILLS AIA JESSICA B. WILLS AIA ROBERT J . PESIRI Section 116.0 of Massachusetts State Building Code Registered Architectural and Professional Engineering Services-Construction Control Project Name: Renovations to the Wianno Club-Casual Dining Addition t Street Address: �10-7.�Se-s-uViewsAvenue' Town/State: Osterville,MA Construction Supervisor's Name: Brendan Brady,CAFCO Construction Field Report Number: 003'. Date: 7-26-2007 Time: 8:30 Weather: Sunny, 80° Update on Previous Reports:Foundation Work 100%complete.Floor framing 100%complete. Deck Framing 50%complete. Steel Framing 100%complete:Roof&Wall Framing 60% complete. Work in Progress: Roof framing&exterior wall framing. Walkway layout and pour prep. Observations:All work proceeding in substantial accordance with construction documents. Issues Discussed W/Supervisor:Attachment details of deck railing.Exterior stair framing details.Deck material and finishes options to be referred to client. Information or Action Required:none at this time. I,David Stuhlsatz,as a representative of Royal Barry Wills Associates,Architects,hereby certify that I have on this date, 7-26-2007,inspected the property located at 107 Sea View Avenue,Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6t°edition,except as noted above. Origi Signature Date 8 NEWBURY STREET 0 BOSTON, MA 02116 0 617-266-5225 (FAX) 617.266-5228 NEWCASTLE SQUARE • NEWCASTLE, ME 04553 o 207-563-8499 (FAX) 207-563-6659 I. ^+eti.rr .seam.•-- `_•``"- �f f 00 00 THE DEMPSEY GROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 (508)543-5499 . SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: LI07'Sea Vieew"AVenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 009 DATE: 07/30/07 TIME: 2:00 pm WEATHER: Sunny TEMP. RANGE: 82F UPDATE ON PREVIOUS REPORTS: No updates at this time WORK IN PROGRESS: Rafters being installed in segmental area. OBSERVATIONS: Steel frame at 100%complete; Wood frame at 60-70% complete including deck(see photos). ISSUES DISCUSSED W/SUPERINTENDENT: Approved double 2x12 pressure treated ledger at deck connection to foundation wall in lieu of 4x12 pressure treated ledger as shown on Section A, Drawing S5. INFORMATION OR ACTION REQUIRED: None at this time—all work proceeding in accordance with approved plans except as noted. I,Richard J. Dempsey,P. E., as the affidavited engineer, hereby certify that I have on this date,07/30/07, inspected the property located at 107 Sea View Avenue, Osterville, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6th edition, except as noted above. ORIGINAL SIGNATURE AND SEAL OF n'aSs � 9c / 7/07 ��° RICHARD J. DATE o� DEMPSEY " STRUCTURAL o No. 29173 0 �0��Fa/S T ERA sS� AL ENG , I 10 OE O 1 j0 �&Iidru I Q }' N t \41 j 10, - l r -� 4--_ „L a r r� �p�♦♦g♦♦�♦��i�s♦see♦+m♦� � � ��. =.. P � lip- . s Mrrm 3 \� illitillillillill I III a� �' 1 •1 G A � �i' �®®: e e d 947- I ` t � ����'a. o/ o a oo Oo, Vo)o7 wy Out 7 - i ` by - l 1 � . r. 1'. Y' J t {+r F YES• 1 1 p30xe[IT r r r y 0 O -- — — 3 � c i� r.•. � N ��� it }�• + J "/�✓��.� i• ,.,.+��.!*` 1,;'.1.�`�. '`- �� {{�'J� - ii�; • �:`' �� ,_ � � -- — - -- ---'--^. cam' �^�'�,� 16 t' 4 � � V e 00 9 r I 6/20O •sue 11 ■ ,( V lT� • THE DEMPSEY CROUP, INC. STRUCTURAL ENGINEERS 8 BEAUMONTS POND DRIVE—FOXBORO,MA 02035 (508)543-5499 SECTION 116.0 OF MASSACHUSETTS STATE BUILDING CODE REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL BUILDING NAME: The Wianno Club STREET ADDRESS: C107�Sea View`Averiuel TOWN/STATE: Osteiville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 008 DATE: 07/16/07 TIME: 12:15 pm WEATHER: Cloudy TEMP. RANGE: 80F UPDATE ON PREVIOUS REPORTS: All kitchen basement base plates now grouted(photos #7 ). WORK IN PROGRESS: Crew welding steel moment connections (photos #9 & #10). OBSERVATIONS: Steel erection at 90%complete (photos#1 thru#6). ISSUES DISCUSSED W/SUPERINTENDENT: Roof framing to begin next week; Gold Coat galvanized joist hangers accepted as suitable alternate to Simpson stainless steel hangers at deck. INFORMATION OR ACTION REQUIRED: None at this time—all work proceeding in accordance with approved plans, except as noted. I,Richard J. Dempsey,P. E., as the affidavited engineer,hereby certify that I have on this date,07/16/07, inspected the property located at 107 Sea View Avenue, Osterville,MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code,6`h edition, except as noted above. ORIGINAL SIGNATURE AND SEAL H of��qs 08/07/07 kY s9� DATE ° RICHARD J. yG� o DEMPSEY " STRUCTURAL q �No. 29173� O� FG STERN SS NA L Eav I THE DEIVIPSEY Git®1LTP, INC. STRUCTURAL.ENGINEERS roWP� (�_ $P�Rr j)AE�E 8 BEAUMONTS POND DRIVE-FOXBORO,MA 02035 • (508)543-5499 ""A J(�y SECTION 116.0 OF MASSACHUSETTS STATE BUILDING >�EA 9 06 REGISTERED ARCHITECTURAL AND PROFESSIONAL ENGINEERING SERVICES - CONSTRUCTION CONTROL ----- blvIStON BUILDING`NAME: The Wianno Club STREET ADDRESS: 107 Sea View Avenue TOWN/STATE: Osterville, MA CONSTRUCTION SUPERVISOR'S NAME: Brendan Brady PROJECT: Dining Room Addition and Kitchen Renovations FIELD REPORT NUMBER: 007 DATE: 05/25/07 TIME: 12:30 pm WEATHER: Sunny TEMP. RANGE: 75F UPDATE ON PREVIOUS REPORTS: Kitchen basement improvements complete except grouting of column base plates (photo #1). WORK IN PROGRESS: Site being cleaned up to prepare for Memorial Day weekend opening • of Club (photo #2). OBSERVATIONS: Segmental wall foundation at 100%complete (photos#5 thru#7); Casual dining floor deck at 98% complete (photos#8 and#9); Lally column option utilized in lieu of steel plate beam reinforcement as shown Section A, Drawing 7 in basement under kitchen(photo #10);New kitchen in use (photo #11 and#12). ISSUES DISCUSSED W/SUPERINTENDENT: Discussed two inch maximum notching of (3)LVL 1 3/4x 11 7/8 girders supporting Casual Dining floor. TDG to check beams (photos#3 and#4). INFORMATION OR ACTION REQUIRED: 1 DG checked notched beams prior to issuing this report. Maximum notch depth of two inch /- increased shear stress to 8% greater than beam capacity (see attached calculation sheet). This amount of overstress is considered negligible; therefore beams are okay with notch. I, Richard J. Dempsey, P. E., as the affidavited engineer, hereby certify that I have on this date, 05/25/07, inspected the property located at 107 Sea View Avenue, Osterville, MA and find that the construction complies substantially with the approved plans and specifications and appropriate provisions of the Massachusetts State Building Code, 6`h edition, except as noted abovL �`ZH OF 14gss ORIG ALnTURE AND SEAL oho DEMPSDEY 06/12/0 " STRUCTURAL DATE P 'PNo. 2917 a Is / N A L ENG\ �1 1 � 2 �o L. Z ALY4.0 31 ` 04 cz-- � 2 soisw Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1304 BC CALC®9.3 Design Report- US 1 span I No cantilevers 10/12 slope Tuesday,June 12,2007 12:42 Build 047 File Name: 07080.13CC Name: GERMAINE LAWRENCE Description: GIRDER SUPPORTING CASUAL DINING dress: 3 CLAREMONT AVENUE Specifier: City, State,Zip:ARLINGTON, MA Designer: RICHARD J. DEMPSEY Customer: Company: THE DEMPSEY GROUP, INC. Code reports: ESR-1040 Misc: DIAGNOSTIC CENTER - - - - - - - - - - r i , a . fit}"' .r,z ✓y { „i� t� eY ..t ,. � ��..��,,8 �`JAt''H,.1j..sIS:. `".... r t..+�. ,.'t r V'_1 i3 ,. 11-00-00 BO,5" 131,5" ILL 7333 Ibs LL 7333 Ibs DL 830 Ibs DL 830 Ibs Total Horizontal Product Length= 11-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 ASSEMBLY USE Unf. Area(psf) Left 00-00-00 11-00-00 100 10 13-04-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 19651 ft-Ibs 61.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 6076 Ibs 60.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U483 (0.256") 49.7% 1 1 output as evidence of suitability for Live Load Defl. U538 (0.23") 67.0% 1 1 particular application.Output here based Max Defl. 0.256" 25.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 10.4 n/a 1 Installation of BOISE engineered wood ear: LeftNotch 308 psi 108.0% 100% 14 1 - Left products must be in accordance with ear: RightNotch 308 psi 108.0% 100% 14 1 -Right current Installation Guide and applicable building codes.To obtain Installation Guide ti 4l�lt �Q or ask questions,please call Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BO Post 5"x 5-1/4" 8163 Ibs 0.3% 41.5% Steel BC CALC®,BC FRAMER®,AJS-, B1 Post 5"x 5-1/4" 8163 Ibs 0.3% 41.5% Steel ALLJOIST®,BC RIM BOARD- BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions PLUS®,VERSA-RIMS, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. VERSA-STRANDS,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Notch/Bevel Cut Details Location Type Dimensions Design Depth Left Notch-Bottom Notch Depth: 1-7/8" 10" Right Notch-Bottom Notch Depth: 1-7/8" 10" Depth Depth • Notch only allowed directly Notch only allowed directly adjacent to inside face of adjacent to inside face of support support i Town of Barnstable Barnstable Historical Commission 200 Main Street, Hyannis, Massachusetts 02601 BARM ,,g,,,, (508) 862-4786 Fax (508) 862-4725 y KAM � www.town.bamstabie.ma.us ss39• September 26, 2007 Board of Directors, Wianno Club Thomas Swan Jr., President 220 Boylston St., #1215 Boston, MA 02116 Jack Thomson, General Manager Wianno Club 107 Sea View Avenue Osterville, M02655 RE: Tiffany building, Wianno Club Cottage Gentlemen: The Barnstable Historical Commission wishes to express to you concern for the deteriorated condition of one of your most notable buildings,the Tiffany Building. As the Wianno Club website notes, all of the Wianno Club buildings have retained their original charm and character and are significant in Cape Cod's architecture, sufficiently so, that they have been accepted to the National Register of Historic Places. Our historic building description file (Form B) on file with the Massachusetts Historical Commission notes that Tiffany building was constructed in 1879 and ....... "is one of the most outstanding and certainly the most whimsical examples of the Queen Ann style erected during Wianno's early years." The Tiffany building is recognized by the National Register both individually, and as part of the Wianno National Register District. We have included a copy of the inventory with this correspondence for your information. The Tiffany building is an important part of the history and character of the Wianno Club and Osterville; it is a building of distinction and note, and its present dilapidated condition is of great concern to the community. We note that in the past, the Wianno Club has explored the possibility of significant alteration to the building, and even perhaps demolition. Please note that significant alteration to the historic character or demolition of a building listed on the National . Register, is an automatic referral to the Cape Cod Commission. Town of Barnstable *Permit# C< • �6 6 1� Expires 6 months from issue date Regulatory Services Thomas F.Geller,Director Q Building Division X-PRESS PUm Perry,CBO, Building Commis lonerY f 200 Main Street,Hyannis,MA 026 APR 2 7 2007 www.town.barnstable.ma.us Office: TM"PBARMSTHI if 8-790-6230 XPRESS E APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint �ry n I I Dy-� �a [ap/parcel Number t� C/O� n�CLt `� i�'C Y'G�-S S [ a roperty Address ---Lir -- - - ]Residential Value of Work � /7 . Minimum fee of$25.00 for work under $.6000.00 1wner's Name&Address lD7 c) ez Ke�i Ale :ontractor's Name trL - ON f /� Telephone Number J y t� 76 / [ome Improvement Contractor License#(if applicable) ]Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I arn the Homeowner r?fhave Worker's Compensation-Insurance ssurance Company-Name ✓ �% -:Ty Vorkman's Comp.Policy# :opy of Insurance Compliance Certificate must be on file. -emit Request(check box) / T �J 3 Re-roof(stripping old shingles) All construction debris will be taken to ��1�p J to `4e ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property.Owner Letter of Permission, A co the Home rovement Contractors License is required. c ;IGNATURE: � '''L 1:Fonns:expmtrg xvise061306 The Comr ionweatth ofMassachusetts . Department oflndustriat Acp1dents - Office Pflnvestigations 600 Washington Street . Boston,2K4 02111, VtiOw-mass,gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eledtl'icians/Plters' Applicant Information ,please Print Le 1 Name(Business/Orgm&i adon/Individual): . . /*2_/7--:�� Address: City/State/Zip: ,�- aZ G 3, • -Phone.#:- 776 F9 /y Are y 84 employer?Check the appropriate box: 1; I am a employer with /0 4. I am a general contracooY and I Type of pioject(required)*- employees(full a4d/orpart time).*. .have hiredthe stab-contractors 5, ❑New construction m . 2.❑ I a a''sol4roprietor or partner= listed on the'attached sheet; 7. 0 Remodeling ship,andhave no employees These sub-contractors have .8. []Demolition;. iyorlang for and in any capacity employeeo and have wotkers' [No workers' comp,insi3imce comp, insurance,$'• 9• []Building addition required] 5. [] We are a:porporation and its 10.0'•Electricalrepairs of additions `3. I earn homeowner-doing-a7l:work - ----o�cers.have'exercised their 11: Plumbing repairs or additions ' myself.[No workers'comb, right bf exemption per MGL' insurance,required]t c. 152, §1(4), and we haven 12,[49ofrepa4s•. . employees, [No workers, 13.0 Other ' eorap•insurance required.] *Any applicant thatchecks box#1 must also fill out 6e sectloubelow sbowing they workers'co}npensation polioy infomstiw. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such, xCankaators that check this box must attached an additional sheet•showing tbename of the pub-contractors and•state whether ornotthose entities have employees. Ifthe sub-contractors bane employees,theymust proAdb their workers'comp.poEdy number. jam an employer that is providing workers'compensation Insurance for my employees. Below is.the policy and job site'information. Insurance Company Name: __j Policy#or Self-ins.Lit.M. _ Expiration Date, . Job Site Address: //�1 city/State/zip; (.U/r1U/�' Attach a copy of the workers' compensation policy declaration page'(showing the policy number and a iration$P date),' Failure,to secure coverage as required tinder Section 25A•of MGL e. 152 can lead to the imposition of criminal penalties of a fine tip tb$1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$2,50.00 a day against the violator, Be advised that a•copy of this statement maybe forwarded to tbe•Office of Inyesti ations of the bIA for insma ce coves a verification, ' I do hereby certify under the pains-and penalties of perjury that the information provided above is true grid correct. Si afore: --------------- • • Date' �/'c�-7�0� " Phone#: 7? Off cial use only. Do not write to this area,tb be completed by,city or town official, City or Town: ' .Permit/License# . Issuing AuthLDrity(circle one):' 1.Board of Health 2,Building Department 3., City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone# .�I�.lU.�'IIA�,Ll��l �.3.d:U �ll.�1,1 �i�;R.��DYA,� • • . _ . Massachusetts General'Laws chapter.152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An enzp Toyer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of&-deceased employer, or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees, However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the.grounds or building appurtenant i ereto shall not because of such employment be-deemed to be an employer." h GL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required.". Additionally,MGL ohaptar-152,§25C(7)states"Neither floe commonwealth nor any of its political subdivisions shall enter into any contract for,tht performance of public7.work until acceptable a ense•of•co*&iri e}pith the insurance' requirements of this chapter have been presente&to the contracting authority,." Applicants . Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificates) of • ' insurance. Limited•Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no-employees other than the members'or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. B�advised that this affidavit may be submitted to the Dep'artrheut of Industrial ' Accidents for confirmation ofinsurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pemut.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law-or if you are requirea to obtain a workers' comp ensationpolicy,please oall the Department at the number listed.below. Self-insured companies should enter their . self-insurance license number onthe appropriate'line, City or Town.Officials Please be sure that the affidavit is'complete'and printed legibly. The Department has provided a spacq at the bottom of the•affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number: In addition,an applicant that roust submit multiple permit/license applications in any given Year, only submit ono affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all•loc4ons in— _(citynr town)."A copy of the affidavit that.has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for rotate permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture ' (Le, a dog license or permit to bum leaves-eto.)said persba is-NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance.for.your cooperation and should you have.anli questions, please do not hesitate to give us a call The Depaxt nent's address,telephone•and fax number. ETho commw lh Of MAMC Uwus ��rxt of l.�a1.g.�ddffl lta Qom."rt01iVeSt -6t4% �04 washinatoli Stna Di�tonMA 02111- Ira.9 617-7,27 4 k ext 4%o>i 1-8 -MASS,AFB Revised 11-22-Ob. Fax�617 ' 27-770 Town'of Barnstable Regulatory Services 9 ns ABA$ Thomas F:Geiler,Director Ec u.. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Efice: 508-862-4038 Fax: 508-79076230 Property Owner Must Complete and Sign This Section If Using A Builder i as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name Q:FORMS:owNERPERMISSION o / 1 oard.n�. _ N t.F Hp%E�MaR0VEl:1 su[atjnS and Stan) 31 Registcafi ,:; ENT.CpNTRAC alr ,;• 4286ol tp S f Lm MA �� �g y.. 67ET' ' 3_ ��NS7 t� 3 f ;ROfVhryE:TAYLp � isi qNO .1.M NGiR�LER f 1U11�/G&ROOFjjV. ��:. >:��f[,LEA�' �.�`=-� � •, • R I I . Island Sid' andRoofing 7777 a division of RLTComtmetion,Inc. Proposal To: April 25, 2007 Wianno Club Re: 61 Sea View The Beach Cottage 107 Sea View Ave. Front and back of units 1 and 2. Osterville, Ma. 02655 We are pleased to submit the following specifications and estimates for re-roofing. Remove existing asphalt shingles and drip edge. Install new aluminum drip edge and pipe flashings. Install 3ft. Ice&water shield to eaves, valleys, chimneys and skylites. Install 151b. Felt paper to remaining roof. Install 50 Yr. IKO Architectural grade shingles. (Charcoal Grey). Clean,up;_and haul away all debris to landfill We hereby propose to furnish material and labor- complete in accordance with the above specification, for the sum of: THREE THOUSAND DOLLARS $3000.00 PAYMENT TO BE MADE AS FOLLOWS: No deposit, Payment in full is due upon completion. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from the above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents,or delays beyond our control. Owners to carry fire,wind damage and other necessary insurance. RLT Construction,Inc. carries General Liability and Workman's Compensation Insurance. Certificates of Insurance provided upon request. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do theX4 as specified. Payment will be made as outlined above. %:� Date of Acceptance: Signature Start Date:. Signature I 31 Manni Circle • Centerville, Massachusetts 02632 Telephone 508.420.5243 and 508.833.5249 • Fax 508.420.1776 • Enzadcaperoofer@caperoofer.com A .yam We request that the Board of Directors of the Wianno Club explore the possible re-use and restoration of this signature building that is so strongly associated with the history and architecture of the Wianno Club. If we can be of assistance, please contact us through the town office listed above. Sincerely Nancy Cl rk, Chairman Ruth Weil, Director, Growth Management Department, , Town of Barnstable Sarah Korjeff, Historic Preservation Specialist Dorr Fox, Chief Regulatory Officer Cape Cod Commission 3225 Main St Barnstable Village, MA 02630 Carol Allen, Ch. Osterville Historical Society Susan McGarry, Executive Director, PO Box 3 155 West Bay Road Osterville, MA 02655 Brona Simon, Executive Director Massachusetts Historical Commission Massachusetts Historical Archives Building -220 Morrissey Boulevard Boston, MA 02126 Thomas Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 TOWN OF BARNSTABLE Building Department - Foundation Permit Date I IIG /07 Permit # .Z00YO 5 129 Name G'AFCO (264ST12LkCT16n1 Location 167 3F,.4A 1,LTEW AVE OST MV X LLE Insp. of Bldgs. :�- 2�0��f5�� �:> .:, - , 1, is i I FORM B - BUILDING AREA FORM NO. 162/24 OVC 66 91 iASSACHUSETTS HISTORICAL COMMISSION 30 BOYLSTON STREET 30STON, MA 02116 ---<- - ..... Town Barnstable (osterville/Wianno ) Address 71 Sea View .Ave Historic Name The Cones then Tiffany Use: Present Wianno Club quest cotta Origihal residence DESCRIPTION Date 1879 d d Source gates panel sll 22 , -141-3 Styl a Queen Anne Arch`i tect unknown Sketch Map: Draw map showing property's location i n rel atl;on to nearest.cross streets and/or Exter.i;or.Wall Fabric shingle geograptii'cal features. Indicate:all buildings` s: between inventoried property and nearest Outbuildings none intersection(s): ,Indicate north Major Alterations (with dates) -R interior remodelings Condition poor \J Moved .no Date _ Acreage included in Wianno Club land So Setting residential spasi .P resort area part of Wianno Historic Distri Photo #130-1-C66 UTM REFERENCE Recorded by Barbara Crosby USGS QUADRANGLE Organization Barnstable Historical Com . SCALE Date January 1980 revised 1997 NATIONAL REGISTER .CRITERIA STATEMENT (if applicable) See National Register Criteria Statement Form . attached ARCHITECTURAL SIGNIFICANCE. ..Des.cribe important architectural features and evaluate in. terms of other buildings within the community. Tiffany is one of the most outstanding, and certainly the most whimsical, example of the Queen Anne style erected during Wianno's early years. It is a 2 1/2 story structure. that faces a gambrel end with a long, slopping lean-to to the street. A porch with . large, arched openings, that appears to be a later addition, extends across much of the. front facade. The exterior is enlivened in typical_ fashion with decorative shingle types and by windows with multi-pane sash. The front facade has some distinctive carvings, In a large square beside a second floor gothic-type window is carved a new moon and a full sun with rays and the date, 1879, carved in the center of the sun. On the porch pediment is a square in which is carved a pine branch with pine cones. HISTORICAL SIGNIFICANCE Explain the role owners played. in .l.ocal .or state history and how the building relates to the development of 'the community. See continuation sheet BIBLIOGRAPHY and/or REFERENCES Registry of Deeds 'Atlas - 1907, 1880 map Osterville Vol I 1988 Paul- Chesbro Whops Who in New England, A.N. Mar ' ui.s & Co, Chicago 1916 Barnstable Patriot , September, 1948 8/85 INVENTORY FORM CONTINUATION SHEET Community: Form No: MASSACHUSETTS HISTORICAL CCbMISSION Barnstable (0stervile 66 91 Office of the; Secretary, Boston Property Name: The Cones "Tiffany" Indicate each! item on inventory form which is being continued below. Historical Significance: William Lloyd Garrison, Jr. (1838-1909), son of the abolitionist, William Lloyd Garrison, came to OstervWe with his family to the 1873 Cotocheset House (162/24), the most popular local hotel of the period, which drew summer visitors from New England and an extensive area beyond. Mr. Garrison, a wool merchant and investment broker, interested himself in village affairs and was instrumental in the building of the Osterville Public library (117/75.1) in 1881. The Garrisons decided to build a summer home at this most desirable location. In August, 1879 his wife, Ellen Wright Garrison (1840-1931), purchased land adjacent to the hotel, (lots 1 & 2, block 5, section one, on the 1873 Osterville Land Co. plan 32/143) from Parkman Dexter of Boston. Mr. Dexter was in the wool and cotton business for 25 years, later an official in the West End Street Railway Co. In November the foundation was laid and this house built by Daniel Crosby and Charles Daniel with Maine lumber.which was carted from the West Barnstable railway station by Scudder, West &.C.o. of Osterville. Daniel Crosby was a well known boat builder in the village and-Charles. Daniel was a ship carpenter. from.. Scotland married to an Irish girl, Catherine (:Kate)_Morris, who had been.employed=by. the Garrisons in their Brookline home. The Daniels. were moved to the village permanently by the Garrisons to work:for ;thefamily in building and:maintaining >the..,.. >:.... ::... various houses they. built in the Wianno area.for their own:use and as.lodging:houses! Joseph W. Tallman, Sr., who had moved from Cotuit to work with Mr. Daniels,•was the- . mason. The Garrisons always gave names to the houses and this first house was called "The Cones". In 1891 the Garrisons sold the house to Mary L. Tiffany of New York City and her son, Henry D. Tiffany, of Portchester, NY, husband of Eleanor Gordon Tiffany. According to the Barnstable Patriot of December 8, 1891 the Tiffanys had Charles Daniel "repairing and enlarging the cottage". In 1.916 the Cotocheset House was acquired by members of the Wianno Yacht Club who formed a new private organization, the Wianno Club, which was to include the hotel, the yacht club and a golf club. That same year Mr. and Mrs. Tiffany sold this property to Henry B. Day, who, as treasurer of the executive committee of the Wianno group, transferred the title to the Wianno Club. It is still in that ownership as a guest house. Mr. Day was a banker with the Day Trust Co., which after several mergers in recent times, is now Fleet Bank. On August 27, 1948 Charles Evans Hughes (1862-1948), American jurist, diplomat and Chief Justice of the Supreme Court of the United States (1930-1941) died here while in residence as a guest. The house may have been designed by Horace Frazer of Chapman and Frazer, Boston, who designed a number of buildings in the area and later owned another William Lloyd Garrison house, the 1888 "Old Hundred" (140/151), which he had moved to Wianno Ave. from Seaview Ave. in 1901. Massachusetts Historical Commission Community Property Address 80 Boylston Street osterville 71 Sea View Ave Boston,Massachusetts 02116 OVC 66 91 National Register of Historic Places Criteria Statement Form Check all that apply: f7 Individually eligible ❑ Eligible only in a historic district ❑ Contributing to a potential historic district ❑ Potential historic district Criteria: ® A U B ® C ❑ D Criteria Considerations: ❑ A ❑ B ❑. .C. ._ 0, D ❑. E ❑ F O G Statementof Significance by The criteria that are checked in the.above sections must be justified bete.. . As one of the earliest large-:•cottages . built'-.in this noted area by an outstanding family of the -period - and its use for many years as part':of the operation of a well known private club this building is eligible under criteria A, B and C �ion C U [ [ A [ D T I A i 2 A �. If!. If•! 0 Ifd.If.f . 10 lL sale!MC YL•• lid )a B Y:.11f Ibd.W 5. J ♦I A 1 L A L H •TtiIR.D•rL002•PLAN• / •rjlL3T•rl-OOP.•PLAN• oza lei •acw��� •'•`^`e� -Ti rrANY•COTTAGE- -Ti r rA N Y COTTAGE,- .... .. . . . . L/ •6 0 n-p av . � .. ... ..n�a•.of � O .: I!{ I •S[LOND•rLOOP.-PLAN. y �Cwu• -Ti r rANY•C.OT-AGP• I. C R [ z R Rol 1 A z 2 A I 1 R Rr. �r•s p ua.�r.r .. so u _apL��••�J _•O � , i w::•w r 16d.tt�' • J ♦IAzzw y N •TmmD•rLoo2•PLAN- rj 1L.5T•i` om-PLAN• !'ter ' c� � •ocw�e �'•""�� •TI FFANY•COTTi4GE• •TI f PAN Y'COTTAGE- I .6 T I •OCLoND•rLAOE•PLAN• �•�cwta� -Ti r rANY•CO'MGf:• NO DATE REVISIONS W-J 3/4' - - 2_e•x2-0 FORMED /0'-1• IS-3 3/4' W-S 1/4' 9'-J J/e• J/e• SEAL OPENNOS.COORDINATE �• M/YECNAMCAL DRA1NRts e'-a• I e._e.1 I I I I MASONRY STAR FOUNDATION ro 9 I I I nmD AROYTECT QED M , I 1 I I I I Jb• I b B TO ROOM FOUNDATION WALL, r----- -- • LLi7 Y. '4 ro Rtwnt 1 I * W__ POCKET TOP of j I I I I I /O•b e b I ,It L, J /p• �. I I I I 1 •••• - - - - COL un emw _ - _ - -�- _ - -- -- - I s, I --------- ------ A I DDOFis a sPtxslm BEAM POCKET roP of —� I 1 S I I y I I I 1 1�\ I . = .� POCKET EL—. LLi EQUAL J b � r l j I 1 I T l'-to s/s' I --- .41 1'-10 J/a. n Ff ; , e—— ——————— --t — _ 1 p _I_J ~ I I 1 1 L_I_J I L�T J I L_1_J I I L_I_J y' v f 1 E1aS7BIG CALL ro -�--�� I iTl S F1 I I F1 I I I i1 E REYONEa 1 I r SLAB�CN1 1 1 1 *-w RADAR t ( t H111Q1 23 20W A. Ft I I » TOP SLAB a - SC a11•-0' - i1'-0' :+ 11'-0' 11'-0' 11'-7 3/�' 1 ol b I J J J-1-I r l, � I �.I r+� I I - 1 _ I I + F1 L� F L I il l L� Ft� L+ Ftl V41- 51-7 7/�• 1 l l'-2 e/e' 1 11'-2 6/e" 1 l l'-2 e/e' 1 6'-2 7/e' I I � c iJb• m� q I o0a AND FPDXY I I Y b OOIFELS AS SPE7COim i\ i —1 i EUSTwc RAMP To BE REMOVED --- -- --- 7 SEE TYPICAL --------- - + PERIMETER BASE --- I -I L--J L -----------�---- Y I trALL STEPS AS DUE i b T, I TO 02STNO FLOOR ELEVATION _--- ` 1 J'-0'WIDE■4'-0•HM FORMED ACCESS OPEMMG i STD �d N at I ijb •No�id RW FIUWM J• e'-2 7/e' e'-e' e'-e• e'-e' e'-q PLM FOOTING SCHEDULE Si MARK SIZE REINFORCEMENT T.O.F. A ` Fl r-0'x 3'-Oltr-0' 4-0 BARS EACH MAY BOTTOM a QM w E� PR -0'x -0'X1-2• BARS EACH WAY BOTTOM -r � VM M BARS LAND MAY BOR011 SIIORf BARS f✓"VAr•f r FJ 4'-0'x e'-01tt'-O' S- LOW BARS - 07082 MEMORIES k WIN COLUMN W/MFSON 000 64 COLUMN CAP WELDED ALL AROUND(TYP.) � n n IIMIIYINIII�� 1 111111111111111111 cal ! ii „u � IL!�!l�IYIY - sage �+ NO DATE REN610N5 8 8 T 12 131•-2 a/a• 11'-2 S/a' I1'-2 6/a' to a•-2 7/6' Y•-0 1/2' 3•-2 3/V I I I I 1 I I I I I I I SEAL I I I I I I NIO• 16'O.0 I I I I ( I n 0 16-OM I I I I 1 I I I I Au ROOF RAFTERS TO OOWME AM BE" a PERNMER) I 51 W"M M Try AT WAI.0 I I I I I ?�, I I I I 1 I •�` I I I I w wVEM MM PMI I I TO PER yc�t Lm I I F _-------------- odm m T I I I --- M1,r -------------------- S b ----------------------- I ` ""`°' • I I oalwl, yc b ----------------------- >r sm1 I-------------- - -------------- --------------- sag." r. c� Posy 4 ALo r o Q O 13'ESNjtVL• 16.O.C. ROOF ROOF FRANNG PLAN FRAMM MM W."vP.ro- S3 1. . 2•. - .noaEs sR»»p/6:igM a<Y MWOL(ow AMA) nEa u61wwE6.boa KOd<aaaan EKIMpTFS au/eurbauw rasa W WM�� i 07082 ♦ MATES aa RLIIED MOM 6Ew. NO DATE REvmma . 12 12 Y 7 SEAL � .. DOSTINC ROOF G� . fl['W LVL RAFTERS ,%NW LVL RAFTERS O Is,O.0. O IE•O.C. DOSTNO ROOF SPECIFIED Ir•PLYWOOD SPECIFIED♦1L•PLYWOOO PATCH FTEM! -G!T A/O PATCH AS REO'O N � ------------------------------- u 2A2 O 16'O.C. 2a12 O 1E'O.C. 1Fo1CPLYTIOOO ItEW 2ta TOP PLATE 4. NEW 2xs TOP PLATE w DOSTING US TOP PLATE EMSTM 4X6 TOP PLATE Mv TO F�WNMTION PIER EXISTING 2a4 WALL-REPWORCE EXISTING 2"ISALL-REINFORCE AS REW O AS RM 2a12 O POST L /+\ OOUSLE 2X12 O POST VERSqm L J OOwN TO FOLIN TO FOOIIIq .... 32136'ACCESS J d E7O5Ilq FLOOR JOISTS E7O31tID FLOW JOISTS _ I"am 3-1iE5mlj'LVL DOTTING FOUN09 N WALL v b II II II II A �r OOILI►N TO NEW . e � 3-2a12 W PLYIPOOO I fVLRQf ZOO7 b 48.W ACCESS 0 BECTIONYd H SECTiON VAL.31r'd SCALE AS VIM L u 1�LSn/j•LVL 00W LVL :.6:TERS O O.C. RAFTERS O O.C. 12 12 G � r 1atEE WALL ,ofEE Pull PROVIDE SaIPSON PROVIDE SNPSON H4 ML40WAKE TIE 1N HURRrAME TIE EACH RAFTER EACH RAFTER sPEGFIED j(• sPECJFIEo�PLYWOOD NSS BOTTOM CHOFID OF PLYWOOD NO BOTTOM CHORD OF �UNDAnIa PIER 0 (vOSn vAA OIIIIliI I � � 1 �=Fl � 2A PR TRDb O O.C. 2aE P'R TRDb O ,O'O.C. V 2a12 O 10'O.C. 2ai2 O t6'O.C. O 3-1�L•atS%VL 3-11LS16lVL O SKI I r I POSE(TlE10ND) 1 1 Z:d PARTITION WALL FORTRIPLEI0 OILY, I 1 POSTSS ATAT FARR BIDS WILL SIT I 1 ON CONCRETE Pon I I I I , ATi1C FRA1 ATTIC FLOOR FRAIII M PLANSCMA Mr T-w Ill ADD 86Ci10N8 PROVIDE DORIT N W S 4 . BENEATH PARITIION WAIL TIM Ta LMIKM wow ROOF OEC17Q L I.—Puc=07L1/COt1API maw Cmmm SCALE:J/l.Pd SCAM 7/f.Pd o 7 � . 1■PIDIOOES POST IV. 07082 NO DATE REVISIONS M STUD WALL PROVIDE 2-2t0 Pa TROD SILL FASTEN w/%-•HOOKED ANCHOR BOLTS O••-NY O.C.AND S'FROM - PROVIDE CONTINUOUS EACH END ULS111w LSL RIM J06T SPEW ED 14-PLYWOOD IXa MAHOGANY DEC . TOP OF FLOOR EL 0'-W 2X12 PR TRDb JOIST 21A PR.t1O'o BLDDIGNo o YnsFrArN RAFORI/JOIST ` TOP OF DECK 0.-1'-2' I >WAL CONTINUOUS 202 11w W000 I JOIST PR TRD'D BAND JOIST CONNECTED TO EACH JOIST TAIL CONTINUOUS PR TRD D 202 a112 Pit.1RDb OE7CIC 311PSON S.S.lLS 2f0 S.S. SIMPSONWS 210 JOISTS O Ir O.C. JOIST INNCER , • •' LEDGER ATTACHED TO STAINLESS STEMTE 0' ♦'FRIMIED SEAT HALL N/-'PADHESIVESTEEL JOIST HANGER SOT-ON COG 6-6�523 PROVIDE FULL o0111 HILYSPA HR'R ADHESIVE ANdD HOT-OP W W.-FILL BEAM 1E•PR TRD D PLYWOOD SPACED N'D.C.EACH 3-20 PR PR.`RDb RYW000 SPACERS O CONNECTION AND 0'N FROM G1C11 N6N GRADE . • . ' I DISCONTINUOUS END 3-2.0 PR.T1m'o . FINISH GRADE tY OC IEDRE y 3-h12 PR TWO BEAYS • � �DAY B'THICK BED OF SPECIFIED �• TO BE SPLICED Y01GINT CRUSHED STONE ATOP COMPACTED OF SPECIFIED SADDLE • OWWCIED GRMIUIM FlLL s STRUCTURAL FILL ACCEPE49LE CONNECTORS ONLY I 6a0 P TREATED NOT-POST /SOTY O.C,YOOIE 2'OUL LEU TO E masTBNo sons w/y�S�lINN HKOf-OP EACH RAY � 2'pA PVC PIPE "• OILY..--E LSE CONNECTOR Y SPACED J'-0'O.C. V 1Y 01A CONCRETE • bt/1Y 0.0.YORE SONOR� EACH WAY Y. p FINISH GRADE FLASH GRADE '� FINISH GRADE ro., a F N • tl EL(-TIE FLOOR SLAB /}• tNY oo n ♦-tS Wi11fhIL BM6 OHtCRAR Ti6 iB'SAB'BLRB a 14-CRIfStED k DOWEL 4TONE WIIAPPFD w FDA•00 N/10• OW HOCCS S(FOOIND BOTTOM . O tY o.C. 2N OONTINIOUS FORMED •. S7, Y REAR KEYWAY CENTERED a' y BIGFOOIBF20'FOOTING FORM + /W12.O.C.TRAIISVERSE BARS •, ... .J i+ • • ,Y OG QOIIIIMl0U4 • y •a >jf BARS .a' '. 3-/5 CONTINUOUS �' '. 3-0 CONTINUOUS -I .wow tom - - oRANN I 12• Nr Y-0' 1!• lr NC 1r SCALE I AS HD= ir-o- a•-r r-o- • A 8ECItON B 8ECT10N C SECTION � r;. � MKL-3/4•-I'-r SCML-3/4.1'-W SDYEo 3/0.r-W PROVIDE 2-2nW PR.TRDb am PROVIDE CONTINUOUS 11<'S111W PR. SILL FASTEN W/x 0 HOOKED BUILDING WALL(BE�_ TRD D LSL dYq AM O STAB ARFA ANCHOR BOLTS O 4'-0'O.C. I=SHOWN MR Cwali AND 0'FROM EACH END CONTINUOUS GRACE 00 MEL O 9MIME SHEET MEMBRANE OR EQUAL SPECIFIED Ir PLYWOOD r-OW-0'C' El PLACED O YO 2V4 CONTINUOUS FORMED r-O•.2•-0.DOWEL RACED O YO DEPTH TOP OF FLOOR EL tl-0' DEPTH OF SLAB SPACED tY O.C. KEYWAY CENTERED OF SLAB/CENTER OF WALL O 12.O.C. TOP OF SLAB EL -0'-e O 2'iYP. TOP OF SUB EL -10-r . d TOP OF WALL EL-11•-0' TOP OF WALL EL -1•- i'LS911'-�•BASE PLATE FOUNDATION 114'WOOD I JOIST Y CFJVL NTQ WALL D THICK BED OF SPECIFIED ` 0. 1 0'THLCK BED OF SPECIFIED ••SLAB SEAT(IOC) CRUSTED STONE ATOP SP ILL / . CRUSHED STONE ATOP SPECIFIED OOIPACIED STRUCTURAL FILL O b b •• COMPACTED STRUCTURAL FILL b /5012'O.C.IIOOLE tb01Y O.C.YORE �+ EACI WAY EACH WAY WriiH e' e' e► 14 POMATM • S®CT10N6 T�YP_lCAL aw �PEIi E= BASE PLATE OETAL D BECiION E 8ECT10N 1EyItE 3/,r.rd KALE:3/r.,•-0' S5 0 r It Q 07082 Mo DATE REVEMM PROWE FULL OEM WES iOENFi Fi1CF1 d06 BEA T TO SIiPORf U ,p6T.BlA AT OF OWOWN/2—IEA VMS ECH SOE(IYP.) ■I m ll1 1 dD m IST how OVER SLPPORT C".) wem:D W KYMW s TOP Or FLOOR EL OP—W . I r OF SWPORr O LY—NO aw(1YP.) fGF SWPSM OW ea aauw CAPllW SPECM CMJAM aauWl F 8BCi10N V mom y4'.r-d 196 21,7007 WALE s A3 MM a > E, 0 AM MTAU S6 0 1 It 9 07082 w 00 DATE IEV1s1OKS,_ 99•-3 3/4• ^. 2•-a x2•-a•FORAM 13'-3 3/a• ta'-6 1/s• •-3 3/a' S• SEAL OPENNM OOOR09aTE +�-+• / r/NECKQWAL DRAMOGS / MASONRY SOAR FOUNDOM]N TO BE PROYMe-e• I ClE a.�,I I I I I d� / FF1EXD ARC rErVERsm R d I \ -------- TO RE1,0111 1 -fi BEAM POCKET TOP OF 7D. I ,POQa:F EL r j 1 I L I J 1 I b p� w __ I I _ - - -- - A - - - - - n --T I 1 -- --s - 1 --------- 1-- DOWELS AS SPEEcsm -�-- --��\ 1 law ... t iPlodvr TOP OF ( _ __j + ------- b r l j I 1 1 1'-10 3/4' 1 9'-a 1/A' I 1 "0 3/4. Fl NIS t _�t J�_, 4.1 - I _I_J � {{{• II L_I_J L_�_J L_I_J r1 EwsiDw rAu ro --fi--r 3 I nl I n l I n l I I F1 I 13•-o• 8 F F I- DE REUOM I I S'sue on u+ADE 1 I I I *-w aADWts o I L__J r/.4-*2,"'*t.9 rWF ,�, S. ' No Ft I 1 I h TOP 51AB EL. 17.4'(-,0'-S7 I i 14 _�/}�)}- T , 1/, I I 10'-0• 11'-0• „'-0• I,'•C' ,1'-0• 11'-0• I1•-7 ya• I ro ate, �/ b SG1tt, .1 •� I � I I 1 I I I I I H F t 4- K I I +J L� LJ I LJT L�J I I Ft Ft n F, n L J F1 / ^• I a'-7 3/4• 1 11'-2 a/a• 1 11'-2 a/a' 1 IV-2 a/a• 1 5'-2 711r OPAL MD EPOV L I I 111 I I � c 7jb• e b DOWELS AS 9PECS1ED I I ` I I EMISIWO RAMP ro I I I I I F �- I I -SEE repm P TER BASE --BE �--- 1 PUTS DETA9 I f l I I --- -- --------------- --� .. L--J L -------------- OM 'P j MALL StEPS AS ROM ED O 1 1 / 8 h I 3•-0.ODE x♦'-0•Mp, TOE7mIM10 FLOOR EIEYATION ---- ` \ FORMED AOCESS OPE79IIO S7EP �O iA I t7•-to• MAIL I / A \ � P a ♦i O --- ---� ----c ---- 1 ` FOMA7= 3• a•-2 7/a' a.-e• a•�• e•�• e•-9 PLAII as•-e' 31F-0• FOOTING SCHEDULE si MARK SIZE REINFORCEMENT T.O.F. A n S-0•x 3'-0•:,•-0' 4-0 BARS E004 MAY BOTTOM -11•-3• FOUNDATION Fs a-o• t�Rs EAa,MAY D t s tt BARS EIDM MAY BOTTOM -11'-J• 1!W ?w - F3 4'-0•x 5'-0111'-0• 5110Rf EA1r5 -11'-3• BARS 07082 0 UO M= Limp HSS""SQUARE OR NSS 4"DAL x 0.25 ROLM \\\- 'IT-), �-,- I lill I I illi COl.UMN W/00"OW 64 CMUMN CAP MUM ALL AROUND CM.) PROWDE TRFUE SOW BLOMM MWEEN ,---oasw nim jamrs commy mm I I I Igo SIR`I I I In 1 111111111 111111110 BEARING wou To AUGN WAW BEAMS Vw) USE S*A-30N S.S.LUS 210 JOW MANGERS FOR ALL JOCST MANGERS(TV.) ---------- loon -. 01 t---- -- - ---M-2 L-L-tw L-- L--L-- -,L-,L-- n. NO DATE REv1sDA1s a e e T5'-2 �s11'-2 5/8• 1 1'-2 0/E' i,.-2 IA- to S'-2 7/Irtt9'-01/2' 3/4- I i I I I I EEAI I I I 1 I I I 2■10 0 IO.O.0 I I I I I I I I I I I 1 flISalYi•16'O C. I I I ILL ROOF QMWO M KICWDE SO�SON N2.DA 71Es AT K41L1E MID 8F1W4(T19.0 VFAYEIER) ,` I I I ?�I I I I I I I •+ 1 I 1 �, LE I� I 1 I I I I I I 1 w w1 w1 wt '. ao� I I I 1 I I I 7D F MUMMA1M • I r .� ------------- Nfloftv� 1 OC iW-6-LrL• 1e o.c. liltailvt o 1 OC IB I ——————————————— .. ------- Ftl0161� — 0 It CATC b ---------------------- 2—fi(5c11 tN IIIOOE lEA11 2-1 111�LVL ancE BFM1 2—Hc1111i1vt MCE WM 1 I DRAWN iI JZ o --- k ------------------ Me ---------------mac ---------------- ?� S&fS N w -------------- ( IA I NA OGM 0 fAC11 RAPIER(it9.) 111S�1V1 1 O.C. 1%1>"l t 4 1 E O.C. 1�i'aOjtK 0 16 O C 1 F pan ti w1o.F CMAR&$ON C1KM&W lasam+dt(17F.a P1nCE� c O r 1�15Nj LVL 0 1e'o o. ROOF ROOF FRAMMM PLAN FPuJ" PLM SCAM JW.16V am S3 mm AB LAMIN).ODD m oD2am. 2 I--KnK m sKNt0 m maw OMMW=L Kt� 3® NnOms von DORL 4—NO=MW FMO KAM OLL MW07082 i I NO DATE j i 12 12 D SEAL ExlsTalc RDOF D 11EW LHL RAFTERS IV4-k*-L L RAFTERS O la•O.C. • 1a•= ERaMING ROOF SPECIFIED IV PLYWOOD SPECIFIED W PLYD000 RAPIERS-CUT Ala) PATCH AS Is" N u i 2.12•la•O.C. b12• la•O.C. 1 ,,,,,,Y•RYw000 NEw b1 TOP PLATE NEW ba SOP PLATE A� I)OSTUO ha TOP PLATE EMSIN0 h6 TOP PUCE w �Mv—=TION PER EXISTING 2.4 WALL-RENFORCE E)OSTNO 2d WALL-REINFORCE 146 AS REQ AS RMV DOUBLE b12 O POST 001181E 2K12 O POST TL J OOM1 FOUNDATION PoolNo _ 32'xW ACCESS if d E703TN0 FIDOR J06'I9 ElOS1N0 PIAOR.1068 II II —� ON ILLY oulm TO, LYL Ot<S7N0 iO1NDAT10N DIAIl c II II—� �r ooLulN TD ILTI b s-b12 w PLYWOOD � Q N 1 ILIRo'l r i1c 0-*W ACClSS � Wcw: AS low acAle yc.r-ar SCAUD. L 1%,W M. liLSm+,m RAFTERS O O.C. RAFTERS O o.C. 12 12 PIER 0 101EE WALL IOIEE WALL PROVIDE SDFPSON PROJIDE SlI SON Hs HURRICANE TIE 1µ HURRICANE TE EACH RAFTER EACH RAFTER �( sPEcmEo�• sPOIaEO�• . 0o FOUNDATION PLYWOOD BOTTOM �'. PLwooO ��r� I I IIIIII � 2a PRI III TROb O 1 O PL 1RDb• 1a•O.C. _ U12 O la•O.C. b12 O la•O.C. O r1�c•:wtK s-1�•.1etK _ Q ar R TRIPLE LAII Post(1>EYDnO) I I yap pN Dust FOR S At R LM.OILY, ( I POSTS AT FAR ENDS IL1ll SR I I ON CONCRETE PIERS I I �/� /�/�� PLAN I I AIM FRAI M TMM ATTIC a aV FLOOR FRANM PLAN1;�"—IIPROVIDE A� r ENEXTRA ONJOISTS T- S4 D= BENEATH VARTn10N WALL 1.n—DDIc o W SPAN Dm a 2•RouLIL(11(�•ALIIIR) J aGIiION K A :� =i tNOI TTIa lAl•WED BBm L DODGES EEIDVOELIDR LN11BR CaD6= rd SCALE.31 r-I'-f lir L■ DOCOES PW 1P. 07082 NO OAR .. IENSOMS. _. 2ae STUD NULL PROVIDE 2-2se PR.TROD SILL FASTEN WA'f NOOM ANCHOR BOLTS O W-0.O.C.AND e•FROM PROVIDE CONTINUOUS EACH END t%oxli •LS.RIM JOIST sroaFTEo*•PLYWOOD 1•-0• 1K1 MAHOGANY DECKING TOP OF FLOOR EL 0•-O• 2K12 PR.TRD'D JOIST 2xe PR.TRIYO WOUND 0 MDSPAN PLAIFORM JOIST I SEAL TOP OF COOK EL-1•-r OONTNUOVS 202 t t*•W000 I JOIST PIL TD'D BAND JOIST CONNECTED 13 TO EACH JOIST 1A6 w/LPSIDE 202 Pa TRD'0 DECK SIMPSON SS LUS 210 caNLNuous tit TWV 2t12 ooNN JOISTS 0 1r O.C. JOIST HUNGER , LEDGER ATTACHED TO CONCRETE B• ♦'FOIeEv SPAT S.S.LIPS 210 WALL Wmo ym"m STEEL JOIST NM 210 SIIPSON CCO e-52.S PROVIDE FELL OEM Han WT'R ADHESIVE AIMORS HOT-OP G1LV. -FILL BEAM *•Pit T M PLYWOOD SPACED 10. STAODERED I SADDLE W/PR.M-0 PLYWOOD SPACERS 0 CONNECTION AND N N D.C.PUS EACH FN15N GRADE • . . D6CONHIAHOUs END 'd ••• 3-2a12 PR.TD•O .• FRESH CRADE NeiY O.C.EwoEE i. 3-2912 PR.TDB SAYS Ga �: • WAY B'TNCL BED OF SPECIFIED -� TO E SPLICED YaWIT CRUSHED STONE ATOP COMPACTED BLE CONNECTORS OILY I ee PRESSURE TREATED POST • • 12.O.C.MIDDLE WEEPIOIES TOE • COYPACTID ii1 s STRUCTIMIAL iAl OR ACCEPTS /y� • EISRMG SOLLS N'/91PSON Ceee NOT-OUP PACII WAY r.P.4*91OME • •.•. V.POST-BASE OOHINE TOR SPACED♦'- v 1� t O.C.MI DIE P PNISN GRADE EE EACH WAY IL FINISH GRADE FINISH GRAD •• _ G EL(-1 E 1LOOR SLABFL(-10'-67 Co O 10.O.C. le xte•BULB OF CRUSHEDC AACE 1lMt TESSPACED : . 1{DOWa WRAPPED W PII 400 . 0•LONG NOOKS FOOTING BOTTOM • • ,r o.C. 2N M OONUOUS FORMED •. 2•CLEAR KEYWAY CORDED .C' /4012.O.C.TRANSVERSE SURE v ' *MDOIBF2D-FOOTING FORM i • : . �• •y !� 'e.• .d' ' . ;. CONTINUOUS NIOUS.C.1 BUS 3-/3 COKBUGNS 3-0 CONTINUOUS oWAWNt t eNoA Itw aw 1r r Y-e• � 1r SCALE t AS = r-0- s•-r A 8ECT10N B 8ECT10N C SECTION aGNc R/{••r-d SGIG R/P-1'4 eGYC 314r.r-0• PROVIDE 2-US PR.TRD•D faL. PROVIDE CONTINUOUS IX*KlIW PR. SAL FASTEN WA-0 HOOKEDBUILDING WALLS OND)) TRD`D LS.SMD JOIST 0 SLAB AREA ANCHOR BOLTS 0 s'-O.O.C. NOT STORM FOR CLARITY AND B•FROM EACH END CONTINUOUS GRACE LO MIL O SITUFNEE SHEET MEMBRANE OREmK ` J SPEdF1ED*•PLYWOOD 2*-4"&-e•OOWO.PLACED 0 MID • j'� 2.4 CONTINUOUS FORMED 2'-O•.2'-d DOWEL PLACED 0 MID DEPTH TOP OF FLOOR EL W-O' I DEPTH OF SLAB SPACED 12.O.C. KEYWAY CENTERED OF SAB/COM OF WALL 0 1r OZ TOP OF SLAB EL -0'-4• 1-a' ,2• TOP OF SLAB EL-1G•-8- • . TOP OF WALL EL-11'-0• TOP OF WALL EL -1'-JW no *5.911'-a•BASE PLATE oOINCETE POLAwLTtON 11*'WOOp 1 JOIST r CZAR w/s-%ti NOLES I . ! • SPECIF s-SUB SEAL'(MIKL) CRUSHED STONE Ir THICK BED FATOP DSPECIFIF]o B•THICK BED OF S1TUVIED COMPACTED STRUCTURAL FILL O CRUSHEDKED D STONE'AIOP SPEC SD `• COMPACTED STRLICIUNAL FILL b r O.C.MIDDLE • /SeiY D.C.MIDDLE EAaH WAY FAGN WAY FOMATM ac TYPICCAL PEfI•IETEH BABE PLATE DETAE. D SECTION E 8ECnm OK B�.0•� SANE 7/�'•r-d SCNE 3/r.rdS5 0 9 It 9 07082 NO DATE REYMONS PROMDE Flu DEPTH WEB TDEwIL EACH JOIST TOsuPPaRr EE'All BLOC.W AT END OF EACH w/2-1ee RALS EACH 510E(IYPJ BIOD471C BEn%M EACH JOIST CNER SUPPORT(IYP.) SPECIFIED��Pl.YegOD SEAL TOP OF FLOOR EL Or-W I I rIIW M TO BE SPLICED AT CEMER OF SUPPOMF ONLY-NO OAP(TIP.) seePsoll cco es DDluw w SPECIFIED COUSIN a F 8BCilON • .. ffi SCeE:3/e.r-dRUM -AG V SCAB t AS HOTID o � l a . 0 AM Off#" S6 0 r If S 07082 tb CAN IIEY610FtS SEAL T-0- te-o a•-r sT'-e•• 22•-7 +/r a*--r ol REFERENCE CORNER NEW AREA. B NEW AREA A R000 i CLOS. ROME 17 ,�dLFT NEW STORAGE ROOM A 8XIO REk o ol LOC. T.BU NEW CRAWL SPACE i * ,o-o�ti NEW ELEC. PAN LS s i » RO1 bFAMFOM U.10F 0 a 0 �� I (E) STORAGE do ■/,w um or LK. ram asT EFam FROM 11W E ELECTRIC ��� DRY STORAGE R �• � � » ( ) SHELVING BY OWNERI I EW CA `� � It 2°° !fats AS 14M dw ieSy a8 �A _ oA��imm »� a� HALLWAY �y o o » t�asroFo tw , wood BEW COLUMNS, i I r-o•: EXISTING HALLWAY AND STORAGE ol LVL OEM » Extsmc wow tom' I PORCH BASEMENT COMM 70 CRUSHED STONE-NO POLY >o Roan BEM O CHIMNEY ; E7aSBNo SUB-F1 JOISTS . toasYra auto totsTs o C BOLTS b PAST RAM FiM1�10 IN m OF t"LAt1Y Ow" s y O t 1/2. AT YNSP/N-FRONIW 'O ScH a0U!•11 01dP STIEL FlATE3 wAly BOLTS 16'Or_STAOM Rows ,♦•-C r-r so'-r S7 toasYOFB-he � . EXIS71NQ FiRu FLOOR FRALMG PART PLAN A S} T10N art V4r. TYPICAL BASE PLATE g9m SCALE-I t/Y-I.-W *� _ - goats I wr.PP 07082 r ' �.6f1FACTO R r..A._ 1'�_Yi \' r� .�.� I `,,.��-r— 1, �+�� l:-S:I �Q QQ _�' -• - �`-�-7 , 1�7N" -z' + '-' '}J �/,ro ` r ` `', a �t5 1t` �.`��/' { F ' FTL 1 � �1 �- ;! �{ 4.ii� 'i (T t-I C}I"T —� s..�"-' _ _ � .�. -T•"-_ — "1 ,} -1• ;'I y `I �•:' . —•-. — {_ -:i14--•r' ti �f�y _ l - , i :! � S.. �l ,S,i t :, if'�; , i� {� 3{ .I jt ,p��.{ 1 ,S ,I ��. Slt i}{ � ,. � S 1 j,{ y j+ i IY. - - _— +� f.. ilk �+: i{7•+ .�� :+ I: tit; '7' ., �'''i' i' + {� L� +, ! � �� i ��} �• '�� j� � 1 .• - 1,• a-< }2tfl` is 1 ii r t - s �+, { f }�• il.. , i 1 :tl`:'� � t `}\ /� ,r / i i 'J• •!� •I' � 1 lf� :{." ((�- ljl:j• °iti`f ii l' :1�1�1 { j! ti• .t' ,l I I1�' 1 t .!"; ;J`. �•..�' �. i+ C. '� `{ •t 'i� f .I� I t - �'�'!�yyzz'n�Yy.,``�' ,•e,_ 1 - i:' .I 'i. .�' i, ,+7•+. - •jf 1 .t. •i'} - uAMEs:( 4 - - 1.:.lV.E'RY'....lz - _ - -- - - - ' Red Li ced Copy FEB 2 8 PW r _- - _..._.... . may_ ! fY � �' .A _ It �i•.M ZC_'_ r �' � _- ! , M�!• �I �� .1� �l � •� ItIC31 00 nninoi r ��j � ,�U�—z • t. J i 1 1tr .r.`.�` .1 :, •;r,, ��.� ! �I �' �: +�-^ct. _ ��:: �-. .. ,v i�� ; _ , :\ �` <+�.r� �� 4'�� � .-mil -.._. I 1= �:i}•--•••+, '! -'{ - - ..`�.� 1 i ;! it �, _ _ — 3.3 ii•i. ,{, s: ;l, s! �� :t`t �,.;: 'i' ; a.j 'rl_ EII ) ! 4 ,� s ,( I I. Y • 'j ,,l� t;l� !,� ,;. '1 ,� .il: r:i !�. i ,!!, .1�• lEtl .i ',� -T.•_ - r G'� `�a ii is) ;,+ ,• .,.• ,v._.� .1...'r� 1 / lit!d '..!• t1r7.1 }'! :l.'' i i:�• t•/•i iil, .�.I .I ;! ,' J� I l Ii: I 1 `` V..J I 1 _ — _ __. ._._ t+�l._. rar _. � . . W.) _ ...... 1_ VATtQ:t�J. .__.AT.: :: ::t L:.tV.LRI�.:.::: R A _�4.T: --- --._ .WC- _ C- D. Reduced Copy FEB 2 8 7.007 LE BARON MODEL LF248-2 LE BARON NVM �IN£�GE E F•E. AM 1!L (DR.) fWA E«CRATE(M) AMME«0I(m' RIM INVERT SIZE MOM CLEAR OPENING i , TL91 23-5 JR-7 " gF,A �,�'-o' +Z , rt>t-trt'e A EDGE OF CURB trzEs crn) LEGoM"Pff , CONC. SIDEWALK- i 6A (CUT t REPAIR ENTRY APRON 3.0' LPA F STONE LEGEND '+ Nam&L ca aWATSW/1"OESIONE �N6- •..r i GATE ZE M X x-a Laet CWACTTY r DktLIVERY AREA rySPHALT PAVING•. O: .:' d..�� 'i r GATE OPEI _ �{ Deciduous Tree 0 Misc Manhole ��I ::... .. Y ., �..;••:. Tosco• H: f Catch Basin GATE OPERATOR ; ; PLANTINGS DRAINAGE SYSTEM .__LkIQ , �+�/'� ____ r TRASH COMPACTOR 111� ® Catch 8QS%n (round) �g 35 CUBIC YARD ,rr r SCHEMA F E Coniferous Tree �,� _ Hydrant t �g MARATHON 'r i•.=. -. ____ y -c, 8'-4 W.X 227 L. .•- r r:. •• i � Not to Scale O Iron Pipe V ON REINFORCED Light Post CONC. PAD :r a Dill Hole ---i - - PARTIAL PLAN C� Water Gate (round) Cl CB/DN . Scale: 3/32"=I'-p" O Gas Gate (round) o SB/OH I DRAIN Tti1`' Y LL OHW Overhead Wires U Mag Nail , �_: PAD MOUNTS `.•� 'i.• (FOR CASUAL Elevation Contour -0 Guy :: ,- ►. .:-- OLLARP F Pi eo y,y Under round Gas Line '. . .... ............ so err '� -O- Utility Pole , 11s 1e G..........• g 2MER� New Construe io o :':oS; r. +z a artno pub 2 . c. 4 ,.' '• Q ® Proposed Grade WOOD DECK 000 Proposed Vegetoion (3:1) Ratio C (Plantings in Consultation With .. Conservation Commission Staff) o ove �- 7SM Top C8/ON ""'-- Elev=26.5'NG ...• +. r �, £xisfrng Aft - Ing --26 F A11F 694.23' .� Se �. **ono Grub a 347/32r - <1 - Cone '�'�""''"� r,,• .._.---"" _ 2,3 / N /p `t (40' qlg) '.'2$-•-•.. �� `r ws p{J~ ` ,_"'�• Cone ` \ \ gTER i'`R� A Clne/kaplu b N 45.455� Parking p --25, n ° ` ` `. ou��S-PA.9 1+ public Way ,. :� As e9ulred o taw p 04VE C1p. .� R 414.3Y' Bit _ , s view . e i•:�`.... .. . `.................... f r 'i of one ewalk _ h StP Gravel Ora" Covamd ` 9 �j' r is !R Sld°aed 1 1 with Srgnaarclen�Access gra ui w ' 0 roRosad h20 k 1 Sf °r Con C°n► " .. f eluast 1 1 anda �W Covered porch '27 '"'^-"" Walk L Remove �s _---•� ' �re/is! t� �� w a ,� py0 U ting Lawn 2 gty u, W w V'6 1 �.._ ,-_ ,•" i atd ed Parch �xistinQ �'►' 'a / �27 `�"- •...F... -N •- ►cotrorad tpty ~`.� tP 1 S =many corer \ w/t structure prw 1 1 ....-- Lawn a �` ExlstaT i 1 t 9 _ Isi an i :::; l�;�. '--• to 1 dPTpe 1 1 �.....•-•- !"Cottage \\�a.,,, •.... �' ^t 1 iffar, fstructure -----' 1 � f �• N w .-. a - 1 s Y \ 3 ' Nord*P & \ O t;fir 20---- 7 P asad fxls A i 1 tln ddlt Pr p \ 9 3 Ions \ o r St t Pace oP '"" d 5Q Lawn Deed Y wn w N ao• f e w i p u v N4� `'---�.BurNr,• house 1 f lkwa rYwel/ �•G dt _1 1 r ..._r L z r•, s. •.. ,Ylt . . ... . . . .•. . . . .. . . .•.• ., . . . . . .• \ _ . . r •Y+"y*7+;w�w.r`Y'w, ...c ".`�'^"_""` ZZ L . .•::• \\ -� '~- �. one 9 •.•.•..,. . . . . . .•.•.•.•.. .. Wit Vt 1 ( 15 Tie!!! ✓" \ - Zone -. \ t C - "' repay \ •' '�.;:.:"~'"' e - •._. _ ----" �.. -� as \ �k •s.:-.• .....• ....• .-- on aex \ \ 1 7_ -.. a �.. --., .Yw 1 _ 1 1 - \ Of 1• e — .. ._,,, 1•? Zone .... ,,,,r"•� 1 r ,,,- ••�1 �".+..z.. ,,, -•".1``.� --• .• , `"^'-•+ ""� \ aA/r!! \\\�• P�\\•• •\•\• \ FBpC!/j � y��r� �." ....•.•.�e.:'� �� ' r...+.►•�•'..:.•�,-...�:•+++• .•""••++.."• ` '. - .w� „ "."'= r..'•^.�_` •."' •- "�••..,. �^".t.. .•-..... \ \I :''R` �'�' '•''_2�• "....a++aa'• 1•,... .ram,,,.,.. y,LaC ;!...� •-r •r'•`.••... `-•► -+. _ +•r ,,,.. Lawn u � � ✓- ! .Ott 1H � L '•' . ` \ ^�. ••"•••r,., "'•"`•^+..,,.,,,.'•-•-"•1• ;, 1'."'• •... `....�...,.. '^ •...r". `" "` r`. "'•sua'r�m.•'. y�ae+........___ 1P4 _ . "" .ee' "`•"�'". 1•.r ..•;... '� ••••-.,.,,,, `:. _.. ,_... "•, .. ^,•.. `•...�.,••- ,... -+. ••s ...,. , � •Lawn / � � ' . °/ .-+ •...••t:�::'�." ,,,.. r' Z:z � I �.• •,. .�.' ....+ r— _ ..ram r+^'. �..... .-.•^ g '. ,�. y '"` .+•- . ♦„�r`^~•+• "^"_ —+'���� "" —;�•„ .d�1G�/ "i''��,..•.^ .. /. t pp�n I^rOa flat LC ✓ ��` »•nwr�w^; •..•._^ la5 —.,.,,,.....•.^•♦"'_"..+'+•• - ' ✓ ..•' ` wn -. -.r r- � rrr �••n. u,•,r� •,r -...•,.` .,'••.r r.._=-�-..�� i•..w. »r'� •r.. �_ rw�IJ /^. .�i..-�/l- . '�' GNa exrstHlg r./^ ` � �......... "��' _ l ,' "•". ''.. \ \\ 1 ..._ — — -+. _ , ,+ ..•�.. '•••�:..:�:.......:^a...nr.: ...i f•W7 Y._ rseoee Ii%s 4w PV�." n p �gar 1 ,'�.+• �, / T.•rc,.rr.,.. ..•....•o•..............::.:::;......... iSb•r� � �atrn9 10472 N P �afi(� ' ..." FLOOD ZONE: Zones V11(el.17) & C Community Panel No. PUEL . 250001 0016 DSUL 1>, i 6, ' Revision MAR 14, 2006 ASSESSORS REF.. Per LOMR Case , Map 162 Parcel 2420 05-01-0764P LOCATION MAP. Nantucket Sound . Scale: 1" = 2000't REVISION DATE 2/28/07 Revised Dum sterArea La out #. ZONE: REVISION DATE:12114106 Delineate Flood Zone Per LOMR Case 05-01=-0764P RF-1 REVISION DATE:12106106 Modif Vegetated Areas Area (min.) 87,120 SF (RPOD) tr • ;; Frontoge (min) 20' REVISION DATE: 111291200621 d . Foot Tint & Vegetated Areas t�dth {min) 125 REVISION DATE: 8 24 2006. Revise FD Access & Ve etated Are ''�' •» Setboc s: REVISION;DATE: 8 08 2006 Revise FD Access & Stand i e • Front 30' GENERAL NOTES: PREPARED FOR:Side 15' PREPARED BY rtle: o. y Rear 15' t 1.) The property line information shown was Proposed Improvument compiled from available record information. Wlanno Club CapeSurv5l 1 l LAY DI TRl T: 2. The topo raphic information was obtained from I'". Q. Box 24� PO Box 659 7 Parker Road f I I ovER . c g Osterville, Plign o The wianno Club.an on—the—ground survey performed by CapeSury MA 02655 Ostervllle MA 026550 AP Aquifer Protection District Os t ervlll e Mo. 02655 ,. on or between 17/MAR/06 and 25/APR/06. (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax PSu11PEfro1.com capesu"iftapecod net 3.) The datum used is NGVD '29, a fixed mean Bamstablet (OSterville) Mass. _ sea level datum. Draft: DWB JOD Field: WHK L 30 Q 15 30 60 120 / /JPM � Comp.: DW8/PS Comp.: WHK/RRL Dote: . �lU� �4 ���6 Scale: .� n 3�� Review: 97039 Drawing # C515_.4G1 ., ue eARam Am=U240 s LE eArtaw uaotz 1���4L��V���{v.i��`!�L FRAME!°RAIr(M.) M E!COM(M) e, RIM INVERT SIZE AST " CLEAR OPENING T n +2 r 2) LPI - ' EDGE.OF CURB J L15-0 600 GAL W/1'QF STONECONC. SIDEWALK i IV r HM r (CUT ! REPAIR ENTRY APRON crrr� r AS REQ'DJ w ----- �. � �� �°... ,�._�• 3.0 LEGEND d NGTo ALL COlwQrENTs •. D LIVERY AREA�•:':. GATE ZE t rOPS EQ- %'48PHALT PAVING . ' 4: �oc .F GATE OPEI Deciduous Tree 0 Misc Manhole :.. I'OSCO` We GATE OPERATOR DRAINAGE SYSTEM - ® Catch BOSin .. . ;`r ;:.,. PLANTINGS TRASH COMPACTOR .. r ® Catch 'Basin (round) l�g� 35 CUBIC YARD SC■ ■EMATIC 1 ---- r NE Coniferous Tree -6• Hydrant 'MARATHON'� c, 8'-4 W.X 22 5 L. X. j ON REINFORCED Not to Scale O iron Pipe o ' �•." �� '� i :•'. � 1 Light Post p Dill Hole CONc. PAD h , - (D; � -_-'� PARTIAL PLAN © Water Gate (round) El CB/DH CA © Gas Gate (round) o S8/DH ' Scale 3/32 =I -0 :. L RAIN T,O: Y LL OHW Overhead Wires 0 Mog Nail D ♦ y �.�: PAD MOUNTE -% (FOR CASUAL 25-- Elevation Contour Gu :.: ; ►. . Bo N� — "0 Y a`• ? e . OUARQ E Pi rr ::s-: .......... .. ............. yM i a•'. . rrs� �i/�✓a�„ G.........•.. Underground Gas Line eMeR� :::::::•:::. •••••• -O- Utility Pole •• � •a �•...:: so/r54 N New Construction ERS Hn .•r 9a +24 ° Club Proposed Grade :. WOOD DECK ... . ....... ...... Proposed Ve etaion 3.1 Ratio •�,.' r (Plantings in Consultation With 13 11 CE I � yo .•___ Conservation Commission Staff) _.. a ove •� TBAt Top C8/C?N +r r• Tag jjj�"^ -- , _ .`.,-�_ Ex/sung p ftln •� WionnoF 9 a694.23, Sea 347/3?�b Ave �-- �' `�""^- EdeJ --•... Pa re ` (40' `25 •- .. �"' ° 9 3' de) orcePC . \, ' .._...25--• Low ... � Conc �.` � � '\ pVMp�,t't~Tj ��A, Igigy) As R eP!mb � 4545�50" E �• ` -. git Pa�in9 o rn o n r ��P' U-r r.pa.R (public ,� i e4Wied view414.3 — ' j If�\ �', ® N 3y •3s•E ''1 \ � �pGvE �23. 1 ' > ® ® ! w Ali, --`............................... ............. )L � / �. Conc ,` ® r , o / _ one dewolk 1 1 ✓ `\\\ g !"_ I:d e a 9 �, r a riots' Star oPo W 1 ,1 tNth''TarMn ftsv d A 9 0 Sidewalk 9nage Per Corr may \ roPos {: N 7- . ILA 1 Ex t!n to-jail dry .` Covered p FxS.27 -. .,.. .� 395, J`/ ( i ' �naVe 9 town tir t Pv�LInQ Porch , EXisttn9 2 SLY 1 m `. `j ,_ \ '-„• " tCo !�.�,,,� LPfp o �,� 1 and Atfony cover6a \ W/f Structure - 1, 27 r f P � '/��.�..� .ram' 1 J'ste _7 A $ i rp 1 Lawn - t 1 ��i�• ------.. r st Ire an �` �:^. `A+t """"- to ! °Alpo 1 1 -,-.•"" �7t � .....,- - ♦. \ Way tu w to t 9 Co rucre Lpr �.. \ 1 St �• ? 1 p l fr Y f w a t / .s► 3 - :•,�•. •�j'�r':::•.. �,I .,.. -•-. l 07 P r i 0— •�•_,�,., _,,,_- 1 •:'••.----••- P0 \ wEx/s tIn9 Se Adafilon Pt N e w '-' N � rryP wesl!d Law n • . . ao Waikwa \ e r _.. ..... 1 1 •ter .�,- •_.._ • .. ..: 2y1 I .•.••'••..•. . .•..•.•.'.••'..•. . . • • a \ ,-' 1 T u • a —=t5 0 Lawn On •'•1•.. r... 1 t C . se rokke yy. \ Zone 1 n •. 4qr \ \ �. yam- —. •_.. �• � \��":"'c'�•' al —..-- .. -!.� r `ter.,--`' r.41Y ``� " \ 10OV —WI,�BtS/.!/t ...,,w,.� .,," ' " `• ",_ -. --,. 44 -'^...•► ••... ^- "_• -.'+ '.' :.*..ate`.•••....,,_„ \\ ,` . . . •� r r„r- , ,..+ ..•••„;...... / Zz .. / "'•`••... _ `+•... ,`""�+'.•....., O ; r(r(� ` 'Lawn / ! ,�•n� -,,` "" •, ,��si,••.•'•' .•• ,,,.1, .• ^" \ '� ,. ` 1 •r..,,... ••w....., •�w.: +``._" • � ='�•` +� ',^•�•~.._ -. �•" � ,-•.�'"�� ._' ,•-•a�u,prx.,,, Lawn-. P4 \ j) . .. _ _ .....••••••= =.. `• �;' r .—. -.,. •'ru .,`• -•..'" '••+ -_. ' ..,,1'••'...; `...r.. -- �.� _+' .'�r.`wr•=,,,,r� _ / _-_._- / O 4.,plrlS I� SL 8 e; I LOIyI ,..+� \\` ..r...•^r-^'^'•,• Y:" ^,--•' "'_--' .hJ r w,,,.w+•...w••'^'"rw'• - ,,..•�� .• ............. -"..` _ _ _ -- — ......................... . / \ . . ..... . ` ` ' ". •... +..1 's._ .rxr. .. .... . .,,.. ...2.•�..:+rt.en.....n.nn.+*etti—� -- ...i �,..... EX�81pr1i 'LInQ am �/)ar116 '•.i \..... ..i:'• j I.' ' '' 1 J • -••..`` ` •-.........«:........—..rt..•r.•n.rr.+.. .rr...rre.•........................ tSyr .al J047.� Je ` ` ., ` `` 'J r„ ter• •"'•. ..-- ."' .•- •" -... ...._ «'"• ' • / ' _ _ 1 � 1 FLOOD ZONE Zones V11(el.17) & C Community Panel No. M� O.29733 a Revision MAR 14, 2006 ASSESSORS REF: Per LOMR Case . . �° F e Map 162 Parcel 24 05-01-0764P NantucketLOCATION MAP: Sound Scale: 1" = 2000'f ZONE: REVISION DATE 2/28/07 Revised Dum 'sterArea Layout —REVISION DATE:12 14 Ofi Delineate Flood Zone Per Case 05—01 0764P RF--1 REVISION DATE:12106106 Modify Vegetated Areas ' Area (min.) 87,120 SF (RPOD) .4•�" 1xr} ,,.: }:;� Fro min) (min) 20' REVISION DATE: 11 29 2006 Bldg. Footprint & Vegetated Areas Zdth ) 125 REVISION DATE: 8 24 2006. Revise FDAccess & Ve efated.-ArensSetbacs: REVISION.DATE.• 8 OS 2006 Revise FD Access & S#and i e Front 30 GENERAL NOTES: Side 15' PREPARED FOR: PREPARED BY: Title: R y Rear 15' 1.) The property line information shown was • • CapeSurvProposed Improvement e compiled from available record information. w1C ono Club�+ D ^TpSullivan Engineering, Inc. � OVERLAY DISTRICT:: ) topographic1- O Box 249 PO Box 659 7 Parker Rood l � o p 2. The information was obtained from • MA 02655 Osterville MA 02655 Plan of The Wianno -Club Osterville, an on-the—ground survey performed by CapeSury o AP Aquifer Protection District Os tervlll e Ma 02655 on or between 17/MAR/06 and 25/APR/06. 1 (508)428-3344 (508)428--31 f5 fax (508) 420-3994 (508) 420-3995 fax PSu11PE000t.com capesurvOcapecod net S r :� � •��. . .� ;, ' 3.) The datum used is NGVD '29, a fixed mean Bamstable, (Ot� V,•lle) Mason w z� + sea level datum. 30 0 15 30 60 120 Draft: DWB/JOD Field: WHK/JPM a� Comp.: DW8/PS Comp.: WHK/RRL Date: t Scale: n Review: ul'/ 14: 2006 =.30r 97039 Drawing July 9 # C515_4G1 LEGEND c.lC�.3 Deciduous Tree 0 Misd Manhole Catth Basin %g/ ® Catch Basin (round) Coniferous Tree � HyNrant �LI . 0 Irdn Pp7,e Lt Light Post D41 Hale ^g ® Water Gate(round) - El d6lDH y Nb ® Gas Gate(round) O SB/DH —OHw— Overhead Wires O Mag Nail --25-- Elevation Contour -0 Guy smrrw ,� » - G• - Underground Gas Line -0- Utility Pole w,nm� NIF /d2ae `VfD «__�_�"' �I/P'._.. Nti -_��. tea.-.���� / i•-// iBU Toopp CB H X�••'�M Oew4b.3' G Sea2-- V — Ave -25 f ,... p m�� -_ \ - _ -i _--- S �\ Public WaY) _ N..++ 4 .View /-� _ -_ -® , .. ........ - r 2 sty �.11 I;V / �27T f i -� ----_ I '....�-'"•`�,.._ _-- a.r^'" t\ r"wR swetu<•------------ j gQ BI / ® f \ �4 C27 5 i o7 / _20— 3 s"y.n°su°�otu e �11\\;. ------\AN \ ti 2s o 0 - _ y.� _ ` \ �' .,-._.2,.='� _ _ _._ -__ - - -.-"-�_ .-.._..--c _// ®�_ •�i / ram. _"=.7,'� __ __•� _ _ _ _ _ _ - °\ �...,:�..T..m... ......,...._._............... fix„ \ ---- - _____ _ -------- __ \� \ \\ ---------------`` \ _ ------ _ ------ - 0� ' _a r FLOOD ZONE: Nantucket Zones Vi,(eLi7) &G Community Panel No. Sound 250001 0016 D _ Revision MAR 14, 2006 LOCATION MAP: Per LOMR Case# Hor t Scale: ," = 2000' 05-01-0764P RICHME) R. I.HEUREU% ASSESSORS REF.: OVERLAY DISTRICT: 2 N �aF F oQ Map 16Z Parcel 24 AP - Aquifer Protection District - GENERAL NOTES PREPARED FOR: PREPARED.BY: Title: - ZONE: 1.) The property line information shown was Ca eSury Existing Conditions N i4 Qe. RF-1 compiled from available record information. WIOnnD Club V P.O. Sullivan Engineering,Inc. p Area (min.) 87,120 SF(RPOD) 2.) The topographic information was obtained from P Box 249 PO Box 659 7 Porker Rood Fronto a (min) 20' an oh-the-ground survey performed by Cape5ury Osterville, MA 02655 Osterville MA 02655 Plan of The Wianno Club o Width (min) 1 5 On Or between 17/MAR/06 and 25/APR/06. OSfervlll e, Mo. 02655 (508)428-3344(SOe)428-3If5 Iox (508)420-3994(508)420-3995 rox k PSu1IPEdiol.com capewrv�opecoclnet Setboc s: Q S,deFron t130 3.) The datum used is NGVD '29, a fixed mean Barnstable, (Osterville) Mass. Rear 15' sea level datum. 30 0 15 30 60 120 Draft: DWB/JOD Field: WHK/JPM q, Comp.: DWB/PS Comp.: WHK/RRL Date: Scale: n , eview: 97039 Drawing# C515_4G1 July 14, 2006 1 =30 DRAWAGE ELEYAMNS - RIM INVERT SIZE T w I -Iti Directions: 4 145 6110WFrom 200 Main Street, Hyannis go toward Pleasant Street. a� LEGEND Continue on Main Street T = Main Street becomes W Main Street Take left on Pine Street Cv Deciduous Tree O Misc Manhole Pine Street becomes Main Street LK : ���{„�� Turn Left on E. Bay Roo ad ® Catch Basin Turn Right on Bates Street DRAINAGE SYSTEM — R'n ® Catch Basin (round) Turn Left on Wianno Ave SCHEMATIC _ Coniferous Tree _& Hydrant Wianno Ave becomes Sea View Ave 1.F13 ---__ _2R,Q.- SbGAk911'QE$TONE 0 Iron Pipe \V Arrive at 107 Sea View Ave on left Not to Seale Light Post ® Dill Hole CT ® Water.Gate (round) I] CB/DH © Gas Gate (round) a SB/DH ('D —OHW— Overhead Wlres O Mag Nail 25 - Elevation Contour -0 Guy 6wry Underground Gas Line -0- Utility Pole -7 1fJ6a/fJ4�� NIP New Construction Hanna yu Jn/32fb ¢�a Proposed Grade D 347 '�... r'�-r as ..�.•'�® 18M lop W H ]O.r. _ _- Exw"9 Porkin •• g Sea 4onno b M®4 • /�r S fig423 31J/J21 / mow' _ ( ae)' --5_ A ; -25--' _ I Larn - p` ccnc srd.wc \\ Y/e VV L J (Public waY)2 + _ 41 43 w` s J �0 ................' Conc CurDlnq / � of a � ® � '"T•`• M �. Ed re,�er�a.d s tease L Rvc _ o N:. L�V'� eaRw„W-b v � _ � - I cP,. n: ,m Je.• a _� s � Lawn \ 11: ��' �� ! -` (�I � �\ f•O•PorcA ?� ,, ..._.._._,.._.3er r/ v �' sfm. pt :v 1 n 1. r cowmd Porch / Y 1 / b Area "�k9 LM/Ti 4-PVC --' •.� \ t{ 171 3 5 :/°°s �27 ') nog Proposy sro«.ra A . \'. L � :�. \\ ddRlans Loer, ' --- z fin• e p'cPond qpp �xb4 - -":-� �- �.�^ -_ZS••�, � _ shoes .a0A/p; 'Oovb�LI n °n+.•.a v..----'--- -_ ��"'�-4 vtt(w n) ... \ �;=_,-�-_---"�$a-�,� -`- -... ._ °was � -. . y\�c� �noLro °recww r /f ^-+r°F�m•atsaf \ \ \'� \�.-_-- � _=11E'_, - �_J . -- ` 1\ ._ _ ., = _-_r. __._.-_ _-="`L•-`.......,,�, - 41,_ 0 ^ - -- °�. _0a 1 � 1 FLOOD ZONE: Zones 01(el.17) & C Community Panel No. 250001 0016 0 Nantucket Revision MAR 14, 2006 ASSESSORS REF.: Sound Per LOMR Case,y Map 162, Parcel 24 LOCATION MAP: 05-01-0764P i OF Scale: 1" 2000't ZONE: RF-1 K Area (min.)) 87,120 SF(RPOD) g Fronts a (min) 20' 1 y a:� Width (min) i 5' Setbacks: Front 30• GENERAL NOTES: Side 15' -REPARED FOR: PREPARED BY. Trtle: Rear15' 1.) The property line information shown was Proposed Improvement compiled from available record information. Wianno Club Sullivan Engineering,Inc. CapeSury N 4 OVERLAY DISTRICT: ) topographicP•O. Box 249 PO Box 659 7 Parker Rood Plan of The Wianno Club 1" t 2. The information was obtained from Ostervifle, MA 02655 Osterville MA 02655 0 AP - Aquifer Protection District an on-the-ground survey performed by CapeSury Osterville Ma. 02655 on or between 17/MAR106 and 25/APR/06. a (508)42e-3344(508)428-3115 fax (506)420-3994(506)420-3995 fax ^, PSuIIPEPaol.cpm aopeaurvOaopecod.net Barnstable Ostrville) Mass. `_V 3.) The datum used is NGVD '29, a fixed mean e sea level datum. Draft: DWB J00 Field: WHK JPM a 30 0 15 30 60 120 / I Comp.: OWB/PS Comp.: WHK/RRL Dare July 14 2006 'c';e 1"=30' ----------------.. Review: 97039 Drawing# C515_4G1 ' ALL VISIBLE P.T.FRAMING TO RECEIVE TRIM ALL TRIM TO PAINT EXCEPT DOOR SCHEDULE-BASEMENT STAIR TREADS DOOR ROOM/ RATING DOOR FRAME REMARKS )NATURAL FINISH) �-Tll ,POST CAP NO. LOCATION LABEL SIZE(W X H) MATERIAL RIA FINISH DEPTH MATELFINI5H THRESH. 101 HALLWAY TO EXTERIOR (2)2'-W"X 4'-8" STEEL PAINT WOOD PAINT "THERMATRU"OR EQUAL GENERAL! 2X4 MAHOGANY RAU 102 HALL TO NEW BASEMENT 90 MIN. 4'-4"X 4'-8" STEEL PAINT STEEL PAINT U.L.APPROVED MANUFACTURER -MANUFACTURER TO PROVIDE 103 HALL TO NEW BASEMENT 90 MIN, 3'-4`X 1'-8" STEEL PAINT STEEL PAINT U.L.APPROVED MANUFACTURER ROUGH OPENINGS UNLESS NOTED 1X2 MAHOGANY D(4 MAHOGANY DECKING KITCHEN 104 CLOSET 7-8"X P-8" WOOD PAINT WOOD PAINT "BR05CO'OR EQ.FLUSH DOOR OTHERWISE c•o.a 2Xe P.7.R N^O.C. 105 STORAGE ROOM 3'-O"X 4'-8" WOOD PAINT WOOD PAINT "BROSCO'OR EQ.FLUSH DOOR -ARCHITECT TO REVIEW ORDER t y Xi 106 NEW STORAGE ROOM T-O"X C-8" WOOD PAINT WOOD PAINT "BROSCO"OR EQ. SHOP DRAWINGS(WHERE APPLICABLE) TREADS MAHOGANY FLUSH DOOR 6 A -SEE ELEVATIONS FOR STYLE(I.E. TR I"TREAD PANEL CONFIGURATION,GLASS MUNTINS) 8'MAX.RISER PANELS -DOORS 102 t 103 TO BE EQUIPPED PANELS ON UNDERSIDE a 'HARD)-PLANK" tEl BASEMENT WITH AUTOMATIC CLOSERS rTl OF JOISTS � W X LATTICE NEW DOOR NEW CONIC.SLAB- [ )U L_ PITCH TO DRAIN ]S m- m c W EXISTING FOUNDATION v]l N STONE RETAINING WALL W/BLUESTONE CAP DRAIN TO DRTWELL H� N ti ri SECTION AT BASEMENT ENTRY x 3 2 O z IT-T v AREAS"A"L"B"PER DESIGN BY COASTAL ENGINEERING SEE PLANS DATED 10-20-2005 1'-1 10'-8" L c'-W 10'-11 13'-s'i^ DATE ISSUED FOR.- 9.13-2006 MECH.VENTS III-A, L 10'-T%" L EXTENT OF RETAINING WALL AND TERRACE T.B.D. DESIGN DEV• J'-IOk' PER H 1• NEW AREA B 9.20.2006 .DOOR TO RECEIVING ABOVE c - DESIGND EXISTING II"CONIC RETAINING WALL "BUT 0WALL AS REO'D. b b Y �— n FILLED AREA RAMPS AND PATH ABOVEIO.30.2(I(16EV D.D.REVISION NEW AREA:A ' 104 CHA5E FOR ELEC. CLOP. DEMOLISH CONDUIT SHED �E ! NEW STORAGE ROOM ►--DEMOLISH EXISTING BASEMENT WALL /� PERMIT w !� /—PRICK PIERS W/ p n EES� ` 0 CE LAYERS 5/E G.W.B ON i REPL'V' lLJM NE�1 BA FINEST UPT 4+5 30 DEGR CEILING __ LALLT'COUIMNE T W OR 1 RA P ITYP.WHERE 8 0 NEW CRAWL SPACE I z m NEW ELEC PANELS I � UP G.W.B.9HAfTWALL I 103 I i I 40 DEGREES, C.H.-T'-4"H- 5 ----__ �_— -------a-------b o——————— +-----b NOTE:TERRACE RADIUS 15 DIMENSIONED fE)STORAGE 1 (E)ELECTRIC r -DEMOLISH IE)BASEMENT WALL �34 0 ``• TO FACE OF CONCRETE ON STRUCTURAL PLANS BOILER ROOM ROOM STORAGE ROOM R"CMU WALL 0` " NEW CASUAL DINING-STORAGE BASEMENT y T 4 SLAB REINFORCING PER STRUCTURALS ivt, b o ❑ C.H.-t'-1"a/- LRIF 3_Ike" COLUMNS CT FRIDGE BEAM 1 MIL POLY VAPOR BARRIER UNDER SLAB CENTER OF CIRCLE PER STRUCTURAL � HALLWAY - - ---------->-------+------ --------+----- NEW DOOR IA COLUMNS 1 BEAMS PER STRUCTURAL a ® L TO NEW BASEMENT IN, Q r O.H.-T-4'a/ b 102 FL IT DEMOLISH EXISTING RAMP r� EXISTING HALLWAY AND STORAGE RAMP /�cur IE)wALL as REND. 8"FIELDSTONE VENEER f 4 O IH FOR NEW DOUBLE DOOR J C.M.U.BUILDUP BELOW GRADE EXISTING WINDOWS TO REMAIN ^ � ,,.Y 1 0y• AA AS REQ'D FROM MAIN WALL FOOTING 01 IS44 T y 7 FILLED AREA BELOW TERRACE I BRICK CHIMNEY b ILFP.7LI�.'.',II t X4 P.T.POST WRAPPED WITH TRIM ITYP) TO CON..FOOTING DECK ABOVE RETAINING WALL AND RAMP TO B A5EMEHT DOOR-SEE DETAIL ABOVE START OF CURVE r O EXISTING WALL UP 2 ® NEW CONCRETE FOUNDATION WALL A.0 E� NEW WOOD FRAMED PARTITION WALL COMM.NO NEW C.MU.WALL 2949 NEW STONE VENEER DATE 8-22-2006 DRAWN BY s R 'r SHEET NO. i BASEMENT PLAN �G W H �, No.1484 w U WOSTON, L A2.0 3 MA55. J 4 oy�fAWTH OF MpSgP WINDOW SCHEDULE-"PELLA CLAD ARCHITECT SERIES" DOOR SCHEDULE-MAIN LEVEL UNIT NUMBER EXTERIOR TRIM INTERIOR TRIM DOOR ROOM/ RATING DOOR FRAME .REMARKS NO. ROUGH OPENING HARDWARE REMARKS NOTES- NO. LOCATION LABEL NOTES: DESCRIPTION FINISH FINISH SIZE IW X H) MATERIAL FIN15H DEPTH MATERIAL FINISH THRESH. -MANUFACTURER'S WINDOW SCHEDULE AND SHOP DRAWINGS TO 101 3353 WHITE "AZEK" BE REVIEWED AND APPROVED BY ARCHITECT d03 DELIVERY STAIR 3'-O"X 4'-8" STEEL PAINT WOOD PAINT "THERMATRU'OR EQUAL GENERAL: DOUBLE HUNG PAINT PAINT -MANUFACTURER TO SUPPLY ALL ROUGH OPENING SIZES AND DELIVERY ENTRY (2)T-8"X C'-8" STEEL PAINT WOOD PAINT "THERMATRU"OR EQUAL 3353 "AZEK" SPECIAL ATTACHMENT DETAILS -ALL HARDWARE TO BE STAINLESS STEEL 102 WHITE CASUAL DINING ENTRY (2)3'-4'X T'-0" WOOD PAINT WOOD PAINT A.D.A. CUSTOM-NOTES I 1 3* -MANUFACTURER TO PROVIDE DOUBLE HUNG PAINT PAINT -EXTENSION JAMBS TO BE SITE FABRICATED BY CONTRACTOR 103 3353 WHITE AZEK CASUAL DINING 2'-4"X T'-0" WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,4(5ROUGH OPENINGS UNLESS NOTED DOUBLE HUNG PAINT PAINT -INTERIOR CASING TO BE TO DETAIL CASUAL DINING 2'-4"X T-O" WOOD PAINT WOOD PAINT CUSTOM-NOTES L2,4 1 5 OTHERWISE '--1 104 3363 WHITE "AZEK" -WINDOW MUNTINS TO BE T/8'WIDE CASUAL DINING 2'-4'X l'-0" WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,4 1 5 -ARCHITECT TO REVIEW ORDERDOUBLE HUNG PAINT PAINT3353 "AZEK' -ALL WINDOWS TO HAVE CHARCOAL INSECT SCREEN CASUAL DINING (2)3-4'X 1'-0. WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,1 4 SHOP DRAWINGS(WHERE APPLICABLE) 105 DOUBLE HUNG WHITE PAINT PAINT 208 CASUAL DINING (2)3'-4'X T-0" WOOD PAINT WOOD PAINT CUSTOM-NOTES l2,1 4 -SEE ELEVATIONS FOR STYLE(I.E. a 104 3353 WHITE "AZEK" d211 CASUAL DINING (2)3'-4"X 7'-0" WOOD PAINT WOOD PAINT A.D.A. CUSTOM-NOTES 1,2.1 3 PANEL CONFIGURATION,GLASS MUNTINS) i;/j •.�,cryy� DOUBLE HUNG PAINT PAINT CASUAL DINING 12)T-4"X T-O' WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,1 4 IOT DOUBLE WHITE AZEK" CASUAL DINING (2)3'-4'X T-O' WOOD PAINT WOOD PAINT CUSTOM-NOTES 1.2,1 4 DOUBLE HUNG PAINT PAINT NOTE I: "CUSTOM"CASUAL DINING DOORS 108 3353 WHITE "AZEK' CASUAL DINING 2'-4"X 1'-0" WOOD PAINT WOOD PAINT CUSTOM-NOTES 1.2.9 1 5 TO BE BY"ARCHITECTURAL ov DOUBLE HUNG PAINT PAINT CASUAL DINING (4)2'-9"X T-O' WOOD PAINT WOOD PAINT CUSTOM-NOTES 1.2.1 5 OPENINGS"OR EQUAL.SHOP 3353 "AZEK" CASUAL DINING 14)2'-4"X T'-0" WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,l 5 DRAWINGS REQ'D.109 DOUBLE HUNG WHITE PAINT PAINT CASUAL DINING (4)2'-9°X 1'-0' WOOD PAINT WOOD PAINT CUSTOM-NOTES 1,2,1 6 con IIO 3353 WHITE "AZEK" 214 SERVICE 12)P-L"X C-8" STEEL PAINT WOOD PAINT "THERMATRU"OR EQUAL DOUBLE HUNG PAINT PAINT NOTE 2:TRANSOM PER ELEVATIONS �I 3525 "AZEK" 211 KITCHEN 31-0"X 4'-8" STEEL PAINT WOOD PAINT "THERMATRU'OR EQUAL con III FIXED AWNING WHITE PAINT PAINT 218 CLEANING CLOSET 3-0.X L'-8" WOOD PAINT WOOD PAINT 'BROSCO"OR EQ.FLUSH DOOR NOTE 3:PANIC HARDWARE REQ'O a N 112 3351 WHITE 'AZEK" 219 DELIVERY ENTRY 2'-8"X 4'-8" WOOD PAINT WOOD PAINT "BROSCO"OR EQ.FLUSH DOOR NOTE 4: CUSTOM HOLDBACK AND/OR w.-I DOUBLE HUNG PAINT PAINT 220 FIRE DOOR 90 MIN. (2)3'-0"X 6'-8' STEEL PAINT STEEL PAINT U.L.APPROVED MANUFACTURER N 113 335T WHITE "AZEK" BARRIER TO PREVENT � DOUBLE HUNG PAINT PAINT 221 STORAGE ROOM 3'-0"X G'-8" WOOD PAINT WOOD PAINT "BROSCO"OR EQ.FLUSH DOOR FULL SWING OF DOOR PANEL 335T "AZEK" N'222 HALLWAY 3'-0"X T'-O" 5.STEEL N/A - - "ELIASO W/VISION PANEL 119 WHITE (ALL PANELS ARE OPERABLE) DOUBLE HUNG PAINT PAINT 223 HALLWAY 3'-0"X 1'-0" 5.5TEEL N/A - - "ELIASON"W/VISION PANEL 115 335T WHITE "AZEK" 229 WOMEN'S BATHROOM 3'-0'X T'-0" WOOD PAINT WOOD PAINT CUSTOM-TO MATCH MAIN BUILDING NOTE 5: NARROW STILES 13 5/8') V DOUBLE HUNG PAINT PAINT ES MEWS BATHROOM 3'-0"X T-O° WOOD PAINT WOOD PAINT CUSTOM-TO MATCH MAIN BUILDING TRASH COMPACTOR 3 2 O Q+ DELIVERY AREA RETAINING WALL(T.B.D.) z �—LIMIT OF ROYAL BARRY WILLS DESIGN WORK EXTENT OF STAIRS,TERRACE AND RAMPS T.B.D. PER LANDSCAPING DESIGN I r-t v, DATE/ISSUED FOR r-e" 10'-1 u'-6y 9.13-2006 III (ABOVE) DOC 112 113 DESIGN DEV. ELEC. 20 9-20.2006 O O O O BELOW H T AND COLD b DR. DESIGN DEV. 105 106 IOl 108 l 109 IIO W LL HYDRANT 1 ® 2,Oy, 10-30.2006 1i 17'-GY" II'-5Y" 5'-LY' C'-3Y" -Oa/' - -tY' '-Y" -t GAS METER --, -________ 119 (" RAM D.D.REVISION 0000 !" 0 ENTRY �. I01 102 03 104 p I�219 — 2 1F\ PERMIT WELIVERY ENTRY O O `PILASTERS TO DETAIL TEMPERED 5F S RAILING F$�Q'j' it WOMEN'S ROOM N)'-O"POST S ACING m LIFT 1 O O 25 0 zz 71AG m 5L SINK.,c ��tE WALLS. ABED OPENING o A P Sa El Ino CLCS __________a_�_______ it - i R M T C " DASHED LINES•EXISTING—/ S _ II TO BE DEMOL15HED(TYPI FIRE OORS ON MAG ETIC 1� HOL BACKS --___ �� °T-O W. II CASUAL DINING KITCHEN Ir-o Ir T-2/" I -5Y" rn SEE PLANS'K-I'ETC-. 22 FOR DETAILS 2 "m C 0 ALL TRIM 1 CASEWORK 39-0' SKIT �! mSOFFIT AND BEAM OVER eMeRGlNCY ., 1 TO BE TO DETAIL X 0 GLA55 ® 22 V-0 W. S (CIRCLE CENTER( — W' H ��1 KITCHEN OFFICE C.O. ! 1E T RA II o DN. 11 S $ BANQUETTE TO DETAIL IE)5TRUC.COLUMNS(TYP) III !• S — .� O O m I, eWLr-N REr. 1 N 'n RROTCCT AS DIMENSION IS FOR O O REQU ROUGH OPENING ■ I - OF DOOR • DOWN DEMOLISH CHIMNEY .-------- OLD WALL LAYOUT I� I•-------.}� I1 NEW POST PER STRUCTURAL ITYP) 21G ® b IIS 215 2H 2I3 212 211 �� ' ' �I l GLASS RAILING BLUES ONEPORCH , !'-10" I 1'-ey' PLATED O - '-OYa _ I'- 9'-ey" P-' 1'-Sy" I' 2'-t '2'OY' SET BLUESTONE TO MATCH CURVE OF TERRACE-(RADIAL LAYOUT) GENERAL NOTES o DO NOT DISTURB PACE OF NEW WOOD DECK EOGE•O FRAMING -ALL NEW EXTERIOR WALL FRAMING WALLS IN DINING ROOM TERRACE TEMPEREDGSSAILING W BLUESTONE LA R LATTICE SCREEN 470 BE 2XC!IL"O.C. `�H]• BASEMENT ENTRY BELOW PE RED A55 RAILING -ALL NEW INTERIOR WALL FRAMING TEM GL e'-�e r-av• � 10._0" TO BE 2X9,IG"O.C. FORMAL DINING ROOM I YYR eP CIND PLANTINGS BELOW BY OTHERS) w -PURR WALLS AS RE00 TO HIDE CA ❑ ❑ ❑ COLUMNS 1 PIPES. O RETAINING WALL L—LIMIT OF ROYAL BARRY WILLS DESIGN WORK I COMM.NO 2949 DATE 8-22-2006 DRAWN BY MAIN LEVEL PLAN >R0 1 > SHEET NO. SDSTON, Iw I �. 1 MASS. py ��. �FALiN OF MA'S f.Ta F �w �F N n y,x x 3 Z Od z �4 LIMIT OF ROYAL BARRY WILLS DE51GN WORK I DATE!ISSUED FOR: I 9-13-2006 I DESIGN DEV. t - 9 20 2006 I ._. DESIGN DEV. w --------------------, \ 10.30.2M ------ I ___ _— ._ ._____ / �____- ._-_ _____----- _ � FERIv1ff L k ai I L _ `- SHEATH T S SIDE OF v III f III - III v`v // 111 :==r_�_-_'_______�X� HR.`F�RLjUFAEt=f"> 'III TRUSS WITHI PLYWOOD I \\ BACK UI' 'ARTITION TO ACHIEV�SEPARATE I nIi,t I, III1 I I II i I�!f SCISSOR/ R WALLS FIRE AREA 1TRU55 \ / al III V /r L I f ATTIC AREA ABOVE EXISTING / , LINE O 3'-0 CLEARANCE ROM (SEE StPUCTURALS)/ '•� I J 'I i REMAINING ROOF ___^ TOP OE CEILING JOISTS TOI I/ /// I ' / UNDERAIDE OF RAFTER(APPROXIMATE) I; / ------------ / II ✓ s� - `---------------------• Ih---------------------- -, \ AREA t I -- MECH,@QUIPMENT BEAM TELOW W/ KNEE WAIIL ABOVE .-____________-__I i_ _-______ -_______________I K I r I ----------------'�------• �CHEN BELOW- 'I� `\jCEILlkl-l CATHEbRALIZED CEILING 0{�ER CASUAL _ -------------------'-----_{, fI LIMVTED ATTIC SPACE -----------===��j /' `\ / DINING I REA WITH TAPERED PLENUM SPACE / \ I I___________________________ ISEE S4CTIONSSH.A5.0> zLEARANCE LINE IN TAPERED PLENUM ` IAPPRa. ATE) y Q -FIRE W ---- -----L----------1------------ I / OVER PORCH--_ I ALL EX .aI` / ___________________________ O _ __, I _______________________________CZ______________ _______-__- _r--_- --�_�.�-- / WALLS BELOW SHOWN DASHED II III--------------+i� ._. ._. ._, `.�i f ---—-----—-----—- -—------ --------- a II oll rll Ilp IIU IIII II I LIMIT OF ROYAL BARRY WILLS DESIGN WORK 00mkc NO 2949 DATE 8'22-2006 t_:} c====, ___= o DRAWN BY ca �� 1 ATTIC LEVEL PLAN A SHEET NO. C` No.1484 V 12 MASS. �' pry pV; PA bfgl iN OF µP`'' 4 rwr1 O� vs w con F N ri x 10 M�U EXISTING ROOF(WITH ADDITIONS AS NOTED) NEW ROOF h+�l z REVIEW ALL VENT LOCATIONS W/ARCHITECT PRIOR TO INSTALL DATE/ISSUED FOR: NEW KITCHEN ADDIITIONS 9-13.2M6 DESSIGN DEV. ----------------------------------- 9-20-2006 EDGE OF EXTERIOR WALL SHOWN DASHED(TYP.) DESIONDEV. _________________________________ D.D.REVISION 11.21-2006 PERMIT 0 , , VENT(TYPJ-� PLUMBING VENT C/1 L OVERBUILD PORTION OF EXISTING ROOF EXISTING CLUBHOUSE NEW V NTING AND HVAC EQUIPMENT ly CUPOLA TO DETAIL AS RE 'D FOR KITCHEN RENOVATIONS a❑ VENT(TYP.)-- N o 0 --------------------------------------------------------- ---- ---- AWNING T.B.D.(N.I.C) a EXISTING CLUBHOUSE O COMM.NO 2949 DATE 8-22-2006 DRAWN BY 1 RO4OF PLAN AR, SHEET NO. l 1Ati•1' CC s NO.1484 "- B0 OF � MA55 TH OF W A2 3 g . J y�fR[ MPSSP� a _ CHIMNEY TO 8E REMOVED d PATCH WALL,SIDING 1 TRIM BEHIND CHIMNEY TO BLEND ^ WITH EXISTING a �— IINGLE5 TO MATCH EXISTING MAIN CLUBHOUSE \ U ENTRANCE PORTICO TO DETAIL - \ \ \ COO H MEMBRANE ROOF -5wk�r.l FSJ� MEMBRANE ROOF _ RE-U5E EXISTING HOOD 1 BRACKET N3 WOVEN CORNERS(TYP.)---y NYE -A. x �LLIM ��',_ --- ail WI __ ® __ _-- EXISTING MAIN CLUBHOUSE V L D _ F.F.EL219 --�Fi7q - 3"DIA,LEAD COATED COPPER Y$ CONDUCTOR(PAINT WHITE) `METAL AREAWAYS SHINGLES TO MATCH WOOD NEW WOOD STAIR �Q y (USE L.C.C.CONDUCTORS AROUND AT VENTS - _ 1 EXPOSURE OF EXISTING MATCH TREADS AND TRIM OF Q CASUAL DINING ADDITION ONLY) I� _ _ __ _ _____________ CLUBHOUSE(TYPJ _ = FRONT OF CLUBHOUS —�__ _______ it NEW LOADING DOCK z oo PROPOSED CASUAL DINING ADDITION EXISTING W/RENOVATIONS EXISTING MAIN CLUBHOUSE N.I.C. DATE I ISSUED FOR 9.242006 NORTHERLY ELEVATION DESIGN DEV. 10-30-2006 D.D.REVISION GENERAL NOTES: 11-21-2006 ALL EXTERIOR TRIM 1 MOULDING TO BE"AZEK"(TO PAINT) PERMIT WINDOW CASING TO MATCH EXISTING CLUBHOUSE ALL VISIBLE FLA5HINGS TO BE LEAD COATED COPPER ALL EXTERIOR LIGHT FIXTURES TO BE LOCATED IN FIELD BY ARCHITECT, CUPOLA TO DETAIL C/] % \ \ ROOF SHINGLES TO MATCH EXISTING MAIN CLUBHOUSE— _— -- — �— \\ H \ \ z O \ PILASTERS AND COLUMNS AWNING fT.B.DJ —-- 0 \ _ \ \ _ MEMBRANE ROO TO BE TO DETAIL F --- 77— Fm ' 77 STAINLESS STEEL HANDRAIL p _ TT (MATCHES TEMPERED GLASS -- ---- -- — =F.F.EL.2T.9 _____ RAILING-TO DETAIL) . . . -._'. � _._._ _ -i-�. - , ���� - �� 55^--II �~ TEMPERED GLASS RAILING TO DETAIL —� -� �B"FIELDSTONE VENEER 8"FIELDSTONE VENEER r%— B'FIELDSTONE VENEER uu �y r�— F, - — SAMPLE WALL OF FIELDSTONE VENEER TO BE CONSTRUCTED EXISTING W/RENOVATIONS PROPOSED CASUAL DINING ADDITION FOR REVIEW BY ARCHITECT COMM.NO t AND CLIENT 2949 DATE 8-22-2006 SOUTHERLY ELEVATION DRAWN BY G u`ra � EASTERLY ELEVATION 1 u.rr St "` fcf SHEET NO.h? � o W <s No.1484 BOSTON, g NABS. a o��eq(iN OF0 A4■0 ROOFING t TRIM TO MATCH DETAIL 1M BELOW TYP.ROOF 1 SOfF1T� 2XB°IL"O.C. NEW DOUBLE IXL PLATE!BEAM AS REO'D TO BUILD NEW ROOF STRUCTURE ON EXISTING EXISTING RO AFTER$- ROOF!WALL FRAMING r BLOCKING AS REQ'D CUT l PATCH AS FRIEZE BOARD ALUM.GUTTER TO MATCH EXISTING BEADED FIR CEILING EXISTING CEILING JOISTS IV.I.FJ I'-0" 'CORA-VENT'SOFFIT VENT BROSCO SOLI BRO5CQ 6011 _ d °AZEK°TRIM CAP- �BROSCO BOLT FRIEZE BOARD BROSCO 8019 REMOVE EXISTING SIDING l G4 REPLACE WITH SHINGLES TO MATCH EXISTING BROSCO 8515 LXL P05T Al BLOCKING AS REO'D 'AZEK"TRIM COO V W 15QUARE) EXISTING FLOOR JOISTS C h 5/e"GWB EXTENDING H'-0" a N DOWN UNDERSIDE OF ROOF SHEATHING i SECURED WITH IX3 FURRING STRIPS CONTINUOUS TO EAVES t� R-30 FIBERGLASS BATTS h�W TEMPERED GLASS BALUSTRADE SEE BELOW FOR SIMILAR f ATTACHMENT DETAIL V I I M�yN BROSCO 906 Fd`,1:14 � 5 SECTION DETAIL AT OVERBUILD ROOF 777 'ICYNENE'INSULATION O HOLD BACK 9'-0' FROM RIDGE z NEW 2 HOUR GWB FIRE WALL CONSISTING 177 OF 12)LAYERS OF M TH.GWB IN"H'STUDS SECURED TO BACKUP PARTITION WALLS DATE J ISSUED FOR-- WITH ALUMINUM BREAKAWAY CLIPS, J.L DESIGN 1331 SECTION DETAIL AT PORCH 9-20.2006 �} ,nN,r DESIGN DEV. ROOF SHINGLES TO MATCH EXISTING(ASPHALT"ARCHITECTURAL"30 YR.OR BETTER) 11-21-2006PERMIT 15 8 FELT BITUTHANE ICE l WATER UNDER DRIP EDGE AT LOWER 3'-O'OF ROOF SLOPE, OVER ENTIRE SURFACE OF ALL DORMERS.AT ALL ROOF TO WALL INTERSECTIONS AND 2%1 BACKUP WALL W/ NEW 2%1 BACKUP WALL AT ALL ROOF PENETRATIONS. R-II FIBERGLASS INSULATION FRAMING AND SHEATHING PER STRUCTURAL CEILING JOISTS PER STRUCTURALS "ICYNENE'INSULATION(CONTINUOUS) EXISTING CEILING JOISTS STAINLE55 STEEL TAB _ WELDED TO 9111 -R-22 FIBERGLASS INSULATION ALUM.GUTTER TO MATCH EXISTING 'AZEK'TRIM -FRAMING PER STRUCTURAL HEADER PER STRUCTURAL - X 3 STRAPPING°it'O.C. I'-0" BROSCO 8019 C/� L 5.&GLASS ATTACHMENT FIN -C BLUEBOARD W/SKIM-COAT PLASTER Q( 2XL WALL FRIEZE BOARD �Fil -CASED BEAMS TO DETAII EXISTING WALL PLAN AT POST CUSTOM DOORS 1 TRANSOMS BY'ARCHITECTURAL OPENINGS" SHINGLES TO MATCH EXISTING O a TYPAR/TYVEK 1/2'CDX SHEATHING O NEW 90 IN.DOOR ON - 2%L STUDS°IL"O.C. MAGNETIC HOLDBACKS Q T AWNING IX STOOL R-21 PIBERGLAA INSULATION POST FOR IN lF^. III'— � i MIL.POLY.VAPOR BARRIER BEVELED°AZEK"CAP Q 1/2'BLUEBOARD W/SKIM COAT PLASTER BROSCO 8060 ALM 4098 yO 2'ROUND 5.5.TOP RAIL MDF BEADBOARD _TW] TEMPERED GLA55 BALUSTRADE IXB BASE CAP FLASHING TYP.FLOOR FRAMING FINISH FLOOR VARI£E 'AZEK'WATER TABLE I...� PITCH I/8'PER FOOT ITYP.1 x. `AZEK"TRIM-+ --59.FLASHING(1TP.) ®LUESTONE RAMP EXISTING FLOOR JOISTS _ f STONE FACING(TYP.) CMU.INFILL m gryr -STONE FACING r FIREBLOCK AS REQ'D 2"FULL CLEFT EDGE BLJESTON II 11irr _�II_II HX4 5.S.POST- -3/4'T,G CDX SUBFLOOR.GLUED AND NAILED COMPACTED FILL III—IIi' BOLT TO CONC, SETTING BED -II 1/8"-JOISTS PER 5TRUCTURAL9 III COMM.NO FOUNDATION NEW 8'CMU WALL PER STRUCTURALS CONC.SLAB -R-19 FIBERGLA5 INSULATION 2949 8'TH.STONE DATE VENEER W/ ---� 8-22-2V1/lJ 5.5.TIES• -ASPHALTIC FOUNDATION COATING TO WITHIN Y-O'OF TOP OF WALL 21"O.C. -POURED CONCRETE WALL PER STRUCTURAL DRAWN BY BOTH WAYS t ' C.M.U.BELOW GRADE AR SHEET N0. FRO W F� \No.(ABA C BOSTo u W L SECTION DETAILS AT FIRE WALL SECTION DETAILS AT TERRACE&DOORS N. ,� iLEC�TION DETAILS TYP.) g��F,'""��P � SPC H OFMS EMERGENCY LIGHTING SCHEDULE FIRE ALARM SCHEDULE SYMBOL LAMP DESCRIPTION MOUNTING MODEL/COMMENTS SYMBOL CALLOUT NOTES (2)SW DUAL HEAD EMERGENCY LIGHT CEILING "PRESCOLITE"MODEL#ED54-NB/BATTERY BACKUP AUDIO/VISUAL ALARM FIRE ALARM SYSTEM COMBINATION AUDIOVISUAL SIGNAL HORN AND LIGHT IN FLUSH -Q (D EW SINGLE HEAD EMERGENCY LIGHT WALL "PRE5COLITE"MODEL#PELHOLO'I/BATTERY BACKUP (FINISHED SPACES)OR SURFACE(UNFINISHED SPACES)OUTLET BOX BO-INCHES ABOVE FLOOR OR 4-INCHES BELOW CEILING;WHICHEVER IS LOWER ® (1)3W LED LIGHT STRIP EXIT LIGHT CEILING "PRE5COLITE"MODEL 9PEXL-3RENW FIXED HEAT DETECTOR CEILING MOUNTED HEAT DETECTOR a MANUAL ALARM STATION MANUAL FIRE ALARM PULL STATION IN FLUSH(FINISHED SPACES)OR SURFACE (UNFINISHED SPACES)OUTLET BOX 4E-INCHES ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED I SMOKE DETECTOR CEILING MOUNTED SMOKE DETECTOR HARDWIRED WITH BATTERY BACKUP CQ� concn W VISUAL SIGNAL LIGHT FIRE ALARM SYSTEM VISUAL LIGHT IN FLUSH(FINISHED SPACES)OR SURFACE O IUNfIN15HED SPACES)OUTLET BOX BO-INCHES ABOVE FLOOR OR L-INCHES BELOW con N CEILING. t� U Fri z AREAS"A'I "B"PER DESIGN BY COASTAL ENGINEERING DATE ISSUED FOR.- SEE PLANS DATED 10-20-2005 9-13-M MECH VENTS EXTENT OF RETAINING WALL AND TERRACE PER H I T.B.D. DESIGNDEV. NEW AREA:B � 9.20-2006 a DESIGN DEV. ______________________________________ ' •' ±' FILLED AREA "' 10-30-21M r D.D.REVISION NEW AREA:A CHASE FOR ELEC.CONDUIT I I 11.21-2006 t i NEW STORAGE ROOM a'' •, f I PERMIT r.. (2)LAYERS 5/8 G.W.e ON CEILING NEW CRAWL SPACE NEW ELEC.PANELS ❑ __-_- -y._.-.-._-_-.-.y.-.--.-._-.- _-___-_.e.----._._.-a---_- (E)STORAGE N ELECTRIC BOILER ROOM ROOM STORAGE ROOM B•CMU WALL O O O NEW CASUAL DINING-STORAGE BASEMENT ❑ sQ � I HALLWAY _-.--_--.e-----_--}.-.-.-_._._-y._--.----.p_.---._-.-.-.---_.� Mom+ c �) 5s N F � - - - - - - - - - � - - - - - - - - - - - z o EXISTING HALLWAY AND STORAGE � ® 00 RAMP r - — — — — =NO EXISTING WINDOWS go TD REMAIN , " rz, FILLED AREA BELOW TERRACE CHIMNEY t---- - --- a DECK ABOVE - — EGRESS ROUTE RETAINING WALL AND RAMP TO � W BASEMENT DOOR-SEE DETAIL ABOVE w C/] 0 EXISTING WALL O UP ® NEW CONCRETE FOUNDATION WALL NEW WOOD FRAMED PARTITION WALL COMM.NO ® NEW C.MU,WALL 2949 NEW STONE VENEER DATE 8-22-2006 DRAWN BY SHEET NO. (BASEMENT LIFE SAFETY PLAN SAFETY PLAN NB.1484G �1�SP BOSTO MASSN 2 LS 1 .0 4 ykF4(TN OF Mc EMERGENCY LIGHTING SCHEDULE FIRE ALARM SCHEDULE SYMBOL LAMP DESCRIPTION MOUNTING MODEL/COMMENTS 5YMBOL CALLOUT NOTES Ems (2)SW DUAL HEAD EMERGENCY LIGHT CEILING "PRE5COLITE"MODEL#ED54-NB/BATTERY BACKUP AUDIO/VISUAL ALARM FIRE ALARM SYSTEM COMBINATION AUDIOVISUAL SIGNAL HORN AND LIGHT IN FLUSH Q fl)BW SINGLE HEAD EMERGENCY LIGHT WALL "PRESCOLITE'MODEL RPELHOLOI/BATTERY BACKUP (FINISHED SPACES)OR SURFACE(UNFINISHED SPACES)OUTLET BOX SO-INCHES ABOVE FLOOR OR 4-INCHES BELOW CEILING;WHICHEVER 15 LOWER ® (U 3W LED LIGHT STRIP EXIT LIGHT CEILING "PRESCOLITE"MODEL RPEXL-3RENW y FIXED HEAT DETECTOR CEILING MOUNTED HEAT DETECTOR 0 7� MANUAL ALARM STATION MANUAL FIRE ALARM PULL STATION IN FLUSH(FINISHED SPACES)OR SURFACE ❑ (UNFINISHED SPACES)OUTLET BOX 48-INCHE5 ABOVE FINISHED FLOOR UNLESS ,,,( OTHERW15E NOTED U SMOKE DETECTOR CEILING MOUNTED SMOKE DETECTOR HARDWIRED WITH BATTERY BACKUP O V]W VISUAL SIGNAL LIGHT FIRE ALARM SYSTEM VISUAL LIGHT IN FLUSH(FINISHED SPACES)OR SURFACE O (UNFINISHED SPACES)OUTLET BOX BO-INCHES ABOVE FLOOR OR l-INCHES BELOW C� N CEILING. 3 yN x DELIVERY AREA w z �—LIMIT OF ROYAL BARRY WILLS DESIGN WORK I I DATE ISSUED FOR I I 9-13-2006 I DESIGN DEV. I Doc ELEC. I 9-20-2D06 BELOW i ® DESIGN DEV. I GAS METER— ' �I'- 1D RAMP D..D.D.REVVISION R 0 11-21-2006 TEMPERE❑GLASS RAILING PERMIT LIFT DELIVERY ENTRY WO,EN'S ROD, O O 10,-0'POST SPACING 7 HR.G.W.B. EMPLOYEE DINING ROOM L b[71 © OLDS FIRE WALL I ' 9d RAMP SERVICE)HALLWAY ' I I FIRE DOORS ON MAGNETIC Ij t HOLD SACKS KITCHEN O III CASUAL DINING qT Uj '® SEE PLANS'K-M ETC...FOR DETAILS � —SOFFIT AND BEAM OVER S EYIERGENCY E%'�T ' . GLASS --_ -- - ® KITCHEN OFFICE O M T RA O jl y.r DN. ' SERVICE it m�(E)5TRUC.COLUMNS fTYP.)_y■ ( O r�\ ' EBBTNG `/ . lIELT-IN REF. lv o O .NEW POST PER STRUCTURAL fTYP) GLASS RAILING PORCH PLATFO I F+-I --EOGE OF FRAMING l TERRACE W \LATTICE SCREEN\� J—L BLUESTONE TEMPERED GLASS RAILING BASEMENT ENTRY BELOW TEMPERED CLAM RAILING I FORMAL DINING ROOM I ❑ ❑ ❑ O RETAINING WALL EGRESS ROUTE k--LIMIT OF ROYAL BARRY WILLS DESIGN WORK COMM.NO 2949 DATE 8-22-2006 DRAWN BY 1MAIN LEVEL LIFE SAFETY PLAN U ,A+Mr tiPD� SHUT NO. � G PRD W fCJ No.1494 LS 1 . 1 P� yk``4L rH 9F MPS'' ro y o F� o•,,aW , NOTE: MAINTAIN 10'CLEARANCE fiE EXHAUST AND FRESH AIR h.TAFES �_ a0 p q l CARNES FLAA CARNES FLAA y�0ronb, Pa°�y EX 28"X16" OA 28"X16" 1.2SF MIN.FREE AREA O1,2SF MIN.FREE AREA 6C0 CPd ,00 CFM j^LIMIT OF WORK �-' CONSULT WITH AUTHORITY HAVING -- -- - - ---- -I¢ I JURISDICTION REGARDING INSTALLATION ---PLENUM FULL IZE OF VENTILATION IN LIFT/MACHINE ROOM, OF LOUVERSE L ALL SEAMS WA ERTGHT 1 rIYPICAL) I I C/] - I - a� _ rCONDFNSAtE DISCHARGE --- - -- - '�• / TO SPLASH BLOCK C� !! AT GRADE F— v I FIRE SEPARATION r7 I MACH.RV WALL 1 i I I Ln ERV DES EZA-985 HAMPS MODEL W STORAGE ROOM i LIFT 1 ENERGY RECOVERY UNIT K � L. E-� I DH OASIS MODE N DC-75 v 1 OF I ¢ WITH PUMP; N UP t� 1 I I 4 q I 10C � I ® 2 I -� C1FM CFM I w PI DRY GROCERIES IB"Xc' UTENSIL CAGE Z I BEVERAGE STORAGE t o0 ELECTRIC ROOM �M \(B 15K .) I 2"HWS/HWR G CFM C CFM Z UP TO ATTIC _W7 I z Wz c� i COOLER rQ„ 3 I I I a I U G• `2"HWS/HWR I " x TO HEXs (SEE DETAIL) I <- -FIRE SEPARATION I I WALL r--- ------- -i-J Cn I C/1 I I I I _ I I I • 1 � I EQUIPMENT LEGEND I I TACO MODELIL-121 ------ ----------- J O (115-634 -1.1 HEAD BASEMENT PLAN Oo U I ---- I (115-60-i,t/aHP.1725RPM) 1 scALB�,vq�•r•o� C/] I -I- UNION Z O j P TACO(MODEL IL-132 I (115-60-1,1/2HP,n25RPM) GENERAL NOTES -GAG-- BALL VALVE I _LI 2 27 GPM 0 22'HEAD O I i. Refrigerant piping shall be type ACR,(Insulate suction line with 1/2"Armahex; 11.Furnish and install an automatic control system to operate all systems as follows: BALANCING/SHUT OFF VALVE Z 1 HEX HEX FLATPLATE MODEL FP10X20-1'0 [7� OO HEAT TRANSFER RATE 125,701 BTUH 2. Condensate piping shall be type V copper(Insulated with 1/2"Armaflex) (FC/ACC)-These systems shall be controlled by a 7-day programmable I thermostat with occupied/unoccupied control. MIXING VALVE W I----_MIT OF WORK nsulated a l 3. Hot wafer supply and return piping shoo is type" copper i with 7"thick fiberglass insulation with all-service jacket., Fittings shop --ER DRAIN VALVE W he insulated Occupied-Blower fan shall run continuously,outside air damper /HOSE BIBB END with molded PVC jackets stuffed with fiberglass Insulation. shall be fully open. Unit heating coil shall cycle as required HEX by ohcupled thermostat healing selpolnt. Ccndensin unit > 17x" O 1 g - -• PRESSURE REDUCING VALVE O 1 3 O 4. Unless otherwise specified,ductwork shall be fabricated of galvanized sheet metal o shall cycle as required by occupied thermostat cocling setpoint. W Pt. 1 Accordance with the latest ASHRAE and SMACNA standards for low pressure ductwork. F 2 2 1 Unoccupied-Fen coil unit shall cycle as required upon toll for heat or cooling. -+%Rig- BACKFLOW PRE VENTER handling 5. All connections to air equipment shall be made with flexible duct Outside air damper shall be fully closed Q connectors,to prevent vibration transmission. 2"TO HOT WATER OUTLET d 2°HWS TO FAN COIL UNITS STRAINER OF WATER HEATER(140'F) 6, Ductwork shall be assembled with sputter dampers and turning vanes to provide the (ERV-1)- This system shall run continuously. + (DH-1,UH-1)-This equipment shall run upon a call from its integral controller. PROD.NO. 1 HEX 1/2"CW MAKE-UP least resistance to oir flow.Install dampers where shown on the drawings and at each (P-1 P->)-Pumps shall run continuously during heating season. AIR SEPARATOR 9[ 1 O branch duct and take-off to allow for system balancing. 36114 2"TO COLD WATER INLET 12.Equipment shall be equal to that as specified on the drawings 2"HWR FROM FAN COIL UNITS 7. Insulate all supply and return air ducts located on the cold side of the building � AUTOMATIC AIR VENT DATE OF WATER HEATER insulation with 1-1/2"thick foil faced fiberglass"duct wrap".All seams shall 13.This contractor shall be responsible for o complete and operational HVAC system. Install 10-24-06 2" II 1 2" be,,,pled and toped as per manufacturer's instructions, all equipment and appurtenances necessary and usually included under good industry practice, Q EXPANSION TANK DRAWN BY -she 8. The first ten feet of all supply and return air ductwork snail be lined with one inch thick whether or not shown on the drowings,at no additional cost to the owner. �] (J c acoustical duct liner.Duct dimensions Shown on the drawings ere clear is dimensions. RC V -t7x" tp" 9 14.The entire system shad he bolaaced to the values indicated. Submit to tee Engineer o balancing � CIRCULATOR 9. Drawings are diagrammatic and actual installation shall suit field conditions. report incwdirg,but rat limited to: terminal air volumes-design and final T EXCHANGER ET _HEAT G DETAIL equipment air volumes design and final SHEET N0. NO SCALE 10.Do not install any equipment or materials without first coordinating with other trades. equipment amperage draw-plate and final e PRESSORE GAUGE W/PETCOCK total s!er,pressure drop for each system �I GPM -design and final 1 THERMOMETER H 1 pump inlet and pullet pressures � iis b3e m 0 LL QUU�F y a SWZ U \ NOTE: COORDINATE LOCATION ARCHITECT&LANDSCAPE —LIMIT OF WORK EQUIPMENT I FIRST 10 MODEL 60MBXB-HW ACC AZC A3C I _ROOF OVERHANG ABOVE-__--__, FC � 3 21000CFM 0 OHP,MOCP 15A) Q r (9.0 GPM®140'F,83.8MBH) I Q' FIRE SEPARATION O� QO CEILING EXHAUST FAN EQUAL TO NUTONE OT-150 O O O OOO CARRIER MODEL CAPAC 60A0030 WALL 150 CFM VENTED TO OUTDOORS A,,C ACC ACC FFF iii _jI r�l THROUGH ROOF JACK AS PER 2 3 (208/23D-1,32.9 MCA,MOCP 50A) .3 150 CFM EF 750 CFM EF MANUFACTURER'S REOUIREMENTS NOMINAL 5-TGN CAPACITY y (TYPICAL FOR 2) EN DN MEWS > a �•X.2, �`. U DELIVERY CFM CFM CI)M 40 W I 150 � CFM FD —6"RD OSDSMOKE 7_1�WOMEN'S550 CFM OA(TYPICAL) "RD I r1 1 1 —i2"RD JANITORIR ` \, I — _ (TYPICAL) 1 1 , "R MT NDENSAT DN NITOR SICASUAL DININGNOTE: EQUIPMENT ANDDUCTWORK SHOWN 1450 1 ON THIS PLAN IS 10 BE INSTA�LE 1 1 IN THE ATTIC A80\E. 1 1 I O d j HALL X - I 1" CFM I� E/ I — — 200 I I I 1 225 �F^ __\\� TYPCFOR 6 y ® I 1 I ) FD HALL CFM l I Ili i. - I 4C0 CFM `L _. B"XB" L-1_ J LJ___ _____T_1 12"RD rr------- '----- --- -- - O ,� ram---- �� I T CHEATING DOLING - I KITCHEN KITCHEN 1 2°HW'S/HWR DOWN LLII - I, 1 RD 1 '.8"X18" 1 OFFICE TO BASEMENT _. . STORAGE X 2 0 1 18"X12" III i�11t t1 _ �I z j 24"X14" l 1 NOTE: COORDINAf E t STALLATION WITH \I t CFM i� F-i &e m R 0-7 FIRE SPRINKLR CONTRACTOR.SERVICE �2 RDC t8"X18" .� . .� i t � LzREFRIG. D t REFRIG. REFRIG. C0= „RO ^12"RD 1 1 -�t2"RD1I X �L > I I 1 1 1 200 / 9 I 1 / CFM io 8"X8" 1 a R, I k FIRE SEPARATION ` X ro j \ WALL 1 M 1 CFM ' 1 c1 I` I I 1 t 11 4'V 1 1 1 450 1t t � I I 40 �L______-____ _ -_-_._---- - V''T __-i_L___________ CFM ________L1 T -- �Ii 2 32 X32"FLAA i o Q I CARNES I MOTOR OPERATED DAMPER I OA I II 3.3SF MIN.FREE AREA 1 a 1650 CFM 1 I IQ x I INTAKE LOUVER IN CEILING I'3' ---------------------------_ _____ _______J Of PORCH BELOW I j ------------------- _ - I ALL-THREAD ROD SECURED ROOF OVERHANG ABOVE O i 0 ROOF STRUCTLRE ABOVE Q+ I NEOPRRENE ENE ISOLA-OR O 1 � SUPPLY AIR DUCT(SEE PLANS Z I FRESH AIR INTAKE FOR SIZE&LAYOUT)LINED WITH NOTP. INSTALL SERPENTINE FREEZE-STAT ON HEATING COIL ACOUSTICAL DUCT LINER W ,I TO PRO' FULL COIL FLOW AND CLOSE OUTSIDE AIR 1 MAIN LEVEL PLAN RETURN AIR PLENUM(FULL E---1 a ,.I DAMPER UPON SENSING FREEZING CONDITIONS. 1 SIZE OF UNIT CONNECTION) —LIMIT OF WORK UNION rCONTROL �, �_Ia_X_y1 AIR VENT (TYP) VALVE I W + o o RETURN AIR DUCT(SEE PLANS FOR SIZE&LA-OUT) C I 1 STEEL COH_ —COMBINATION BALANCING& (TYPIBAH)CONNECTION L ON WARMCONDENSATE BUILDING ANGLE SHUT-OFF VALVE INSULATION AND VAPOR --- FILTER SECTION EX DEEP GALVANIZED DRAIN PAN PRO7.NO. EXTEND 3"@EYONG ALL SIDES OF BARRIER) FAN COIL BASE 36114 13 HWR MAINTAIN CLEARANCES AS PER MANUFACTURER'S INSTRUCTIONS DATE 1/2"DRAIN VALVE L CALL FAN COIL UNIT DETAIL 10-24-06 _ vALVE NO SCALE DRAWN BY COIL PIPING DETAIL RCV NO SCA_F. -- SHEET N0. H-2 }y',.�U18E�S bd o gUUt`Q h L�y y P Qi HYDRAULIC DESIGN �4�IF a ORDLNARY 11 HAZARD DESIGN AREA- 1986 S> IU V MAX.AREA PER SPRINKLER-130 SF O NO.OF DESIGN SPRINKLERS-19 W DESIGN DENSITY-0.20 GPM/SF I--LIMIT OF WORK HOSE STREAM DEMAND-250 GPM CONSULT WITH AUTHORITY HAVING SPRINKLER DEMAND FLOW-566.34 GP'.' j JURISDICTION REGARDING INSTALLATION RESIDUAL PRESSURE REQUIRED-7470 PSI C� OF SPRINKLERS IN LIFT/MACHINE ROOM. EXCESS RESIDUAL PRESSURE A'✓A LABLE- ''1.57 PSI (SPRINKLERS OMITTED PER 524CMR) ZZ I 3 � I I �x E—FIRE SEPARATION WALL _ I I MACH.RM. U I STORAGE ROOM LIFT I l I j I 24 • • • 20 • �5 • 10 • O • \ z I �td • o0 I I _ 1 • 1)" j A I I 1 DRY GROCERIES w I UTENSIL CAGE 0 3„ BEVERAGE STORAGE • �2.r ll9 w a I / 11 ❑ I U C ELECTRIC ROOM I � � I 2_7 I �)• I I 1 3„ DRY PENDENT N ❑ i / COOLER CONNECT O EXISTING / I � I • COOLER • 1.. 1,}' I �.. 1' ti' EXIST.A' -------------TO REMAI 4"IN THIS LOCATION N ------ ------------' I if L 1 I NEW 4"RISER /I TO ATTIC -- • I / I H U -FIRE SEPARATION I j WALL O li I Q _ o o I 1 I I ' W I II SPRINKLER LEGEND ------- _-_------------------ O CENTRAL MODEL BVLO-OR UPRIGHT .--r _ • (8.OK) CENTRAL MODEL BV-OR UPRIGHT W i • CENTRAL MODEL DS-1 DRY PENDENT cn I I (S.6K) HYDRANT TEST ----------------------------------------- O UPRIGHT&DRY PENDENT CENTRAL MODEL 882 ATTIC SPRINKLER TEST DATE-2003 PROD.N0. (B.OK,60'SPAN,9:12 PITCH) TEST HYDRANT- 88 Ps.STATIC 36114 CENTRAL MODEL HIP SPRINKLER I—LIMIT OF WORK HYDRAULIC SPAN,9:12 PITCH) � BASEMENT PLAN HYDRANT FLOW-85 PS,RESIDUAL DATE HYDR I 56 AULILI C NODE , ' , 1 scAEE:1/4"•1'-0� O GM 10-24-06 PERFORMED Elf: OS'ERVILLE WATER DEPT. DRAWN BY RCV SHEET NO. FP-1 gETTS b�3. 2 wJryO�`%JW O 4 �Zav m"z` U BCT Wwoo ea SPRINK_ER LE-,=KL �— CENTRAL MODEL BVLO-OR UPRIGHT 0 (8,OK) OCENTRAL MODEL BV-QR UPRIGHT Y'— d (5,6K) EXTERIOR WALL CENTRAL MODEL DS-1 DRY PENDENT d (5.6K) PIPE LINK TO BE v .^ PLUGGED TEST VALVE STORED IN SPARE O UPRIGHT&DRY PENDENT PATH LOCK.KEY TO BE SPRINKLER CABINETi 3 STORED IN SPARE CENTRAL MODEL 8B2 ATTIC SPRINKLER SPRINKLER CABINET conj p DQ (B.OK,60'SPAN,9c12 PITCH) UNION E� V, CENTRAL MODEL HIP SPRINKLER a (5.6K,28 SPAN,9:12 PITCH) --SMOOTH BORE Q CORROSION RESISTANT 65 HYDRAULIC NODE OUTLET GIVING FLOW U EQUIVALENT TO ONE SPRINKLER j—LIMIT OF WORK �w INSPECTOR'S TEST ROOF OVERHANG ABOVE -- L h \ FIRE SEPARATION -- I WALL r ----------------r " I R_D"0 MEET � t� T%Li NOTE: THIS SYS'-E+1 IS N.,-REQL �u THE 60 SECOND TVE LIMN AS IT IS �y.�" ♦p AND PHE VOLUME S QUICK-OPENING LESS THAN 750 GA_ I _ I INSPECTOR'S PER NFPA 13 SECTION A.7.2.3.1. I TEST a" ON .;Tl ii, r------------------- -r- -------- DIN ts; as I j IT MEN'S i d 0 O / I I LIFT DELIVERY WOMEN'S • 3' 1 JANITOR j• I I ,• 1 1 ,+ I I I � � W ; I HALL -"- 3"JP TO CASUAL DINING __________---________1_L___________________..I Z _-------------r_____-_______-____---7_r___________________y F\ 1^ j DRY PENDENT IN ----- - i�" COOLER(TY R 5) _ - - NOTE: COOROINATEI IN TALLATION NTH ® j I HVAC/DUCT!CONTRACTOR. 1 KITCHEN I KITCHEN II 2' IN TS I OFFICE RE=RIG STORAGE R EFRIG. SERVICE IN LOCATION 64 �I t VC/]]\ � I _4--'1'1-+ TTt--� �. q. 4.. 1i K., 4" EXISTING PIPING NEW 4 - "IRISER I TO REMAIN UP AND DOWN 1 REFRIG, 1 1) RERG. 1 REFRIG. n" IT'w FIRE SEPARATION tj" ,' '� 1 I'r tt 0 Z j" WALL I I I I I I I I I t 1 I I I I I I I I I t t O I ---- 'L7yf j w L UPRIGHT I I I Im I la 1 I IV r�- ( I< r7 --------- 18 E ------ ------- ------------------- ------------ - -� NIPPL MECH TEE,RISER SPRINKLER MECH TEE,R5:R ROOF OVERHANG ABOVE / NIPPLE&90'ELL NIPPLE&90'ELL -- -_ TEE W/PLUG— / TEE— !!! PROI.NO. 36114 DRY PENDENT .�--SPRINKLER DRY PENDENT �—SPRINKLER DATE SPRINKLER PIPE SPRINKLEP. O PIPE MAIN LEVEL PLAN D0�� 86 I CEILING `-CEILING "CV �.---LIMIT OF WORK D RETURN BEN_ D DETAIL_S SHEET NO. NO SCALE FP-2 10 9ETT5 wz� w W o 2QUO < 22>w E o i SPRINKLER LEGEND ��iclYWo PPOFy CENTRAL MODEL BVLO-DR UPRIGHT Q (B.OK) HYDRAULIC DESIGN CENTRAL MODEL BV-OR UPRIGHT LIGHT HAZARD 0 (5.6K) DESIGN AREA-1221 SF CENTRAL MODEL DS-i DRY PENDENT 4 ;5.6K) MAX, AREA PER SPRINKLER-308 SF Q' N0,OF DESIGN SPRINKLERS-9 O UPRIGHT&DRY PENDENT V DESIGN DENSITY-0.10 GPM/SF HOSE STREAM DEMAND-100 GPM DQ CENTRAL MODEL 882 ATTIC SPRINKLER c/3 SPRINKLER DEMAND FLOW-331.57 GPM (B.OK,60'SPAN,9:12 PITCH) - RESIDUAL PRESSURE REQUIRED-79.88 PSI CENTRAL MODEL HIP SPRINKLER EXCESS RESIDUAL PRESSURE AVAILABLE-7.59 PSI (5.6K,28'SPAN.9:12 PITCH) F �65 HYDRAULIC NODE U� 0cn --- -------- --- ------ -------------------------71 vi I 3.. .—LIMIT_OF WORK _ ______ ____2_..—_ -_-- __________ ^ I 10\ 2\^ BO15 2�"i�i� II1II 3 �IfiIjIiIfIi1I FED F BELQW ______ y2' 2„ ON TO INSPECTOR'S A TEST CONNECTION (SEE DETAIL) TIijI1I11II�III ! �\ \\ (0 FIRE SE°ARATION WAL, 0 . ______ "r�Q•mm�C�,7-" "�• � F+Z I —HIP ROOF RAFTERS TO BE 1 I SHEATHED TO CREATE SEPARATE 2" FIRE AREA O yN`zo�0_7� °.3- 3"DOWN 7 ' FED FROM BELow(TYP) w I� 111 a f 1b .' 2" 2.. 2. ,',� 2• I 2. 2. 2' - I E-ER 1 1 - I 1 •'q �1 \�� _ > I I O II I I f � I I L _ J \ i 3^ I FIRE AREA C I FIRE AREA A i I j 11 0 \\ i � � I 7 i I I I � FIRE AREA D I i PIP TA A 2" � \ I I 1 NE 4'RISER—�C ------- -------4-------- ----- -4---- --+4----3- � I I I 1 i O Q FR BSMNT. 101 I 1 ! 64 j 8 ENS INSTALLED T ATTIC FLOOR O I MAIN SCISSOR TRUSS TO BE— I &SERVING FIRST FLOOR SPRINKLERS I SHEATHED TO CREATE SEPARATE I 1 \ 2 M I I FIRE AREA I I 2� p" 13 I � � I I I I 1 C) --__I_________ _________________ ________________________________1______y'�''/ O ,FIRE F.REP 9 _.— 3" I 2" 1 O 2 I PIPE INSTALLED IN SCISSOR TRUSS � � f y I � &SERVING FIRST FLOOR SPRINKLERS f` I � f I I I . 1 O I-- f IV2" r' II � � z 1 f—FIRE SEPARATION WALL2" I I � � r 3 F I ra ----------------------------------- I - --UMfT OF WORK PR07.NO 36114 DATE ATTIC PLAN 10-24-06 j scALe:va•.r-o DRAWN BY RCV SHEET N0, FP-3 i RF•MI7TF• rnMPRF RS G.C. TO. VERIFY LOCATION OF FIECHANICAL ROOM (RECOMMENDED H,P, UP TO '25 FEET.OF-'fEFRIGERATION, INES) - S/S WALL SHORTING 79B BEHIND COOKING LINE WALL SHELF 79A FIRE SUPPRESSION SYS. .. _ �.` e 1 � IFHAND SINK O � 73. SAUNITICE]�_SX O DOWN HDT WATER 39 3-COMP,SINK 60 :UNIT 69 INCREDIE70 CONVECTION VENTI US'R 74 . _ 36 BOOSTER 97 SINK HEATER BINS - - - 6B®td - _ CLEANDISHTAHLE STORAGE OVEN I ONEW VENT SHELVING "'a' ��-'`—''jjj DELIVERY MIXER , -- DUCT SSA .� FRYEO0. I -LIFT ENTRANCE "REST ROOMS - 61 6I ant 83 VALL SHELF 0 7g 82 . 93 I,D Fd 67A FA Fd I GRIL - Iiia ' DISH ® • 6l 61 ®. 111 67 ® ® 76 1/ _ WASHER i . _ ♦ I VORK CABINET � ME gE STORAGE � 77 /RANGE�I REFRIGERATOR SHELVING 86 PROOFER .78 BREAD- ® 64 CABINET I i DRAWER L. FAUCEOT0.BYSQC.'W/ KIL •- VENT ggA _ O 3-TIER OF 71�- "CABINET WORK AHINET DUCT F.D. - SO 8g' DRAWEPS u SPLASH REFRIGERATOR BD TABLE HANG CLI�SET SINK_�,...�..,r • REFRIGERATOR DRAWN BY, CHECKED BYE DATES i.. e7 i eT F.G.D. D,E,P,' 5/4;06 MOBILE - MOBILE DOUBLE SERVILE SOILED DISHTABLE - - WORK CABINET WORK CABINET RACK SHELF. S3 ! - REV., DATE, "'DESCRIPTION'; HAND SINK O - 4-WELL - - SOUP WELLS 47A 6/26/06 LAYOUL.CHANGE 19 47 O PGATi 46 'g 7/14/06 LAYOUT.CHANGE -.DISPENSERS CABINET STEANeTABLE CABINETO STORAGE SHELVING 'Ile < ®e e7 7/24/06 LAYOUT,CHAN E KITCHEN WALK-IN H4 OFFICE COOLER VINE 8/20/06 ROUGH-INS STORAGE WALK-IN ._ I UTILITY CABINET: LJ" 41A BREAD O. ... BREAD G%_ - j COOLER " BO% REFRIGERATOR CABIN T REFRIGERATOR WALL SHELF UTILITY CABINET 41 39 - � WEL F B3 it E-VELLLS 4E ® WAL4oSHEL td ® UP t 39A .:NOT •ATEO HEAtED :0 HEAtE➢ NOT HEATED COOLER ER CHOLER WALK=IN ,. . _ - ❑ H9 _ WALK WALK-IN BEV.CABINET REFRIGERATOR".' bLATE ST PW CABINET PLATE STORAGE CABINET PLATE STORAGE CABINET PLATE STORAGE CABINET FREEZER FREEEER COFFEE-GRINDER - I NEAT LAHPS 3H :. Oj FULL LENGTH .. '� DOUBLE O/S VES --• ' -7 - WALL SHELF SA 33 �BI RpTOR T PR�2ER--•. •• •• _• REFRIGERATED ILH UN NOBCIAB ♦ ♦ f J . 34 33 ® ® 33 EfRIG 0 SANDW ITT -WORK' INET PREPARED BY, �. Ed PREP.CABINET—e" 90 ❑ PLATE 9-WELL ". PLATE .. ... -! DISPENSER 'HOT FOtlD OISP.ENSER EB - E6A WALL SHELF HOLDING'CABINET - r (HEATED) STEAM TABLE <HEATED7 HCA lETK 2I EXHAUST VENTILATOR - - - /'T1 tl E4 td 38 Fd 19 FLOOR TROUGH - FD. 'j �A-♦ �+.. penn associates ® O I, ®. EXHAUST VENTILATOR ®..—_•�_. 18 .• -----._ 14A. O __—_— ® __. REFRIGERATOR _ ..—._—_ - ICE7MAKER ENCLOSED -T b-HUI�NER ID 6-BURNER OPEN WALL SHELF Il - FOOD SERVICE CDN3ULTANT� 7 FRYERS R STEAM R PANIC RANOE GP[ODLE 46 WILCgX AVE, PAWTIJCKET RIi-CF860 BROILE I .. .. .CABINET P0.EP �^ e / ♦ .. - .1. SKILLET COMB OVEN O TEL 401-723=6677 "FAX 401-7P4-1�368 . _ 17 I4 IH 4 HAND SINK _ .. REFRIGERATOR FISH EO 4 RMn EFRIO S/S WALL THEAT)NO PROJECT!. 24A_FIRE SUPPRESSIONT�AC���E,,R SPACER O SINK UNIT Ig ICE CRCAN CABINET BEHIND COOKING LINE FIRE SUPPRESSION SYS. V it •T r 7� HAND SINK: 'I/S WALL SHE 1gA WALL SHELF OUTSIDE PORCH E3 THE W I A N N O l..L U 17,, 'BEHIND COOKING LINE PROJECT LOCATION, EQUIPMENT, LAYOUT PLAN SCALE DESCRIPTION, EQUIPMENT PLAN ` DWG, NO, r �x K - 1 1O 5 EQUIPMENT SCHEDUI- E EQUIPMENT SCHEDULE MANUFACTURER PLUMIDINO ELECTRICAL MANUFACTURER PL MHINO ELECTRICAL ITd 0 OTT, n1SCRIP1rICN .MAKE Mm6L• VAM VAST[ GAS G"AWD LOAD CONL. REMARKS ITEM 0 vy' DISCRIPTION MARE mm• VATQI VASTE GAS(NArJRAU, LOAD CDPL REMARKS . KV. C.V, V. LV. F.A Silt ATLlS VOLTAK KP. KV. AKP. JS� CA, - �KV, CV. V. LV, AD. Sim B,TA'S � VOLT'1% H.P. K.V, AP, 1 I BEVERAGE CABINET CUSTOM FAD. S/$ 1/2, 1/2' 2' YES x(2)l20/1 20.0 YES •WALL MOUNTED D.R. 47 1 MOBILE STEAM TABLE CUSTOM FAH. S/S IA 2 WALL SHELVES CUSTOM FAB. S/S NEED BLOCKING IN WALL 47A 4 SOUP WARMERS A,P,W, HFW-ID 1' YES 240/1 1.6 6.7 YES 2 1 REFRIGERATOR VICTORY RA-20-S7 120/1 1/3 8,2 YES 48 I MOBILE UTILITY CABINET W/C/SHELF CUSTOM FAB. S/S A120/1 20.0 YES A WALL MOUNTED D.R. 3 1 ICE MAKER MANITOWUK 5-1411 1/1, YES 120/1 20.0 YES 49 2 PLATE LOWERATORS 3A 1 ICE MAKER REMOTE COMPRESSOR - - 230/1 2 17,5 YES 50 1 S/S UTILITY CABINET CUSTOM FAB. S/S 1/2' 1/2' f2)2' YES AC2)t20/I 20,0 YES x WALL MOUNTED DER, 4 5 HAND SINK ADVANCE 7-PS-00 1/2• 1/2, 1 1/2' S1 2 WALL SHELVES CUSTOM FAB. S/S NEED BLOCKING IN WALL 5 1 REFRIGERATOR VICTORY RA-ID-S7 120/1 1/3 515 YES 52 1 REFRIGERATOR N,I.C. EXISTING 120/1 I/3 8.2 YES 6 2 UTILITY CABINET - CUSTOM FAB. S/S 33 1 L-SHAPED SOILED DISHTAHLE CUSTOM FAB. S/S 1/2' 1/4, 2' YES 7 2 FRYERS PITCC SGl4R 3/4'1 122,000 120/1 10.0 YES 54 1 DOUBLE RACK SHELF CUSTOM FAB, S/S 8 1 BROILER BLODGETT B32D-171 1' 149,000 120/1 2.1 YES 35 1 DISHWASHER HOBART CRS66A , 1/2' (2)2' YES =3/4'H.W.AT 380•INLET FROM BOOSTER 054 9 1 STEAMER BLODGETT SC-10GH 1/2' 2' YES 3/4' 190,000 !20/S 10A YES 55A 2 VENT DUCTS CUSTOM FAB, S/S 30 I RANGE BLODGETT B36➢-BBB 1' 255,000 120/1 LO YES 56 1 HOT WATER BCOSTER HATCO S-30 3/4' YES 240/1 30.0 I25 YES PR / It t S/S SINGLE SINK CUSTOM FAB, S/S 1/2, 1/2' 2' YES W/SPLASH MOUNT FAUCET 57 1� L-SHAPED CLEAN DISHTAHLE CUSTOM FAB, S/S 12 1 RANGE BLODGETT 236A-BBB 1' 255,000 120/1 4.8 YES 58 2 L-SHAPED WALL SHELVES CUSTOM FAB, S/S NEED BLOCKING IN WALL 13 i GRIDDLE BLODGETT B36N-GGG 1' 96,000 120/1 4,8 YES 59 1 SINK SANITIZER HATCO 3CS-9 3/4' YES 240/1 9.0 38.0 YES 14 I UTILITY CABINET CUSTOM FAB. S/S 1/2' 1/2' 2' YES -120/1 200 YES- ■•WALL MOUNTED DR, 60 t 3-COMP,POT SINK CUSTOM FAB. S/S 1/2, 1/2, x(3>2' YES x=PC,TO PLUMB THRU GREASE TRAP 14A 2 WALL SHELVES CUSTOM FAB. S/S NEED BLOCKING IN WALL 61 4 SHELVING UNITS METRO 15 1 ICE CREAM CABINET - - 1/2, 1' YES 120/1 200 YES 62 1 SHELVING UNIT METRO 15A 2 WALL SHELVES CUSTOM FAB. S/S 63 1 SHELVING UNIT METRO - - 16 I REFRIGERATOR N.I.C. EXISTING 120/1 1/3 8.9 YES 64 1 SHELVING UNIT METRO - 17 1 SEAFOOD REFRIGERATOR VICTORY FRS-I0-S7 180/1 1/4 84 YES 65 t REFRIGERATOR VICTORY - 120/t 1/3 5.5 YES 18 1 BRAISING PAN DLODGETT BLP-30G 1/2' 1/2, 3/4' 80,000 120/I MO YES 66 1 PROOFER CABINET - I20/t 2010 YES 19 1 FLOOR TROUGH CUSTOM FAB, S/S 3' 67 1 S/S UTILITY CABINET CUSTOM FAB. In A12011 20.0 I YES A=WALL MOUNTED D.R, 20 I COMBI-OVEN BLODGETT BC-200 3/4' 3/4' 2' 1 YES 1' 2151000 120/1 15.0 1 YES 67A 2 WALL SHELVES CUSTOM FAH, S/S NEED BLOCKING IN WALL 21 1 EXHAUST VENTILATOR EAST COAST FIRE S/S 120/1 2010 YES SEE E.CF,DRAWING FOR UTILITIES 68 1 60 OT.MIXER HOBART HL600 200-240/1 1810 YES 21A t FIRE SUPPRESSION SYS, EAST COAST FIRE R102 120/1 20.0 YES 69 1 SINGLE CORP.SINK CUSTOM FAB. S/S 1/2, 1/2' 2' YES 22 1 EXHAUST FAN L DUCTWORK EAST COAST FIRE SEE E.C.F.DRAWING FOR UTILITIES 70 3 MOBILE INCREMENT BINS 23 I S/S WALL SHEATING CUSTOM FAB, S/S 71 l BAKER'S TABLE CUSTOM FAH, S/S 24 1 EXHAUST VENTILATOR EAST COAST FIRE S/S 120/1 200 YES SEE EC.F.DRAWING FOR UTILITIES 72 1 S/S UTILITY CABINET CUSTOM FAB, S/S 1/2, 1/2, 1 1/2' 24A 1 FIRE SUPPRESSION SYS, EAST COAST FIRE R102 120/1 20.0 YES - 73 1 REFRIGERATED SANDWICH UNIT LAROSA 15160-32 120/1 2.0 YES 24B 1 S/S WALL SHEATING CUSTOM FAB. S/S - 73A 3 SANDWICH UNIT REMOTE COMPRESSOR 120/1 1/3 YES 25 1 EXHAUST FAN L DUCTWORK EAST COAST FIRE - SEE E.CF.DRAWING FOR UTILITIES 74 1 DOUBLE CONV.OVEN BLODGETT DFG-200 3/4' 110,000 (2)120/1 6D EA. YES 26 1 UTILITY CABINET CUSTOM FAB. S/S 1/2' 1/2' 2' YES -120/t 20.0 YES •c WALL MOUNTED DA 75 1 1 FRYER PITCO SSH55 3/4' 801000 120/1 100 YES DRAWN BYi CHECKED BYi D,,TE, 264 2 WALL SHELVES CUSTOM FAB, S/S NEED BLOCKING IN WALL - 76 1 GRILLE BLODGETT B24-TT 1' 64,000 27 3 MOBILE UTILITY CABINET _ CUSTOM FAB, S/S 77 I RANGE BLODGETT B24-BB P 140,000 F,G,D, D,E,P, 5/4106 28 5 HEAT LAMPS HATCO GRH-72 180/1 LB YES 78 1 S/S WALL$HEATING CUSTOM FAB, S/S - 29 I REFRIGERATED SANDWICH UNIT LAROSA L15196 120/1 &1 YES 79 1 EXHAUST VENTILATOR EAST COAST FIRE S/S I t20/I 20.0 YES SEE E.CF,DRAWING FOR UTILITIES REV., DATE DESCRIPTIGr'•ip 29A t SANDWICH UNIT REMOTE COMPRESSOR - - 120/1 1/2 YES 79A I FIRE SUPPRESSION SYS. EAST COAST FIRE R1C2 l20/t 2010 YES 30 1 UTILITY.CABINET W/BREAD BOX CUSTOM FAB. III 79B 1 EXHAUST FAN L DUCTWORK EAST COAST FIRE ISEE ECCF.DRAWING FOR UTILITIES 6/26/06 LAYOUT CHANGE 31 2 HEATED PLATE WARMERS - - 120/1 20.0 YES BO 1 REFRIGERATOR VICTORY RA-ID-S7 1 120/1 1/3 5.5 YES 32 1 1 STEAM TABLE LAROSA L-82172 1/2' 1' YES 240/1 64 25.0 YES 81 LOT SHELVING METRO 7/14/06 LAYOUT CHANGE 33 1 FREEZER BASE LAROSA L-21166 120/1 2,0 YES 82 1 RECEIVING AREA 33A I I FREEZER BASE REMOTE COMPRESSOR - - 120/1 1/2 YES 82A I MOTORIZED CONVEYOR BELT N.I.C. BY OTHERS 7/24/06 LAYOUT CHAN'E 34 1 1 REFRIGERATOR LAROSA L-11172 120/1 2A YES 83 1 WALK-IN FREEZER(RELOCATED) N.I.C. EXISTING A320/1 20A YES A•LIGHTS ALARM DOOR HEATER L PAP,34A I REFRIGERATOR REMOTE COMPRESSOR - - 120/1 1/3 YES 63A 1 WALK-IN FREEZER BLOWER COIL N.M. EXISTING 1' YES', A c VERIFY W/EXISTING UNIT 8/20/06 ROUGH-INS 35 1 DOUBLE OVERSHELVES CUSTOM FAB. S/S BID 1 WALK-IN FREEZER COMPRESSOR N.LC. EXISTING Ix A-VERIFY W/EXISTING UNIT 36 2 S/S PLATE STORAGE CABINET CUSTOM FAB. S/S DOC 1 HEAT TAPE N,LC, EXISTING i120/1 201 YES 1 37 2 111 PLATE STORAGE CABINET(HEATED) CUSTOM FAB, S/S 24VI 510 YES 84 1 WINE STORAGE ROOM M.C. EXISTING 1 38 I REFRIGERATOR NIC, EXISTING 120/1 1/3 BR YES DS l WALK-IN COOLER N,I,C. EXISTING iNO WORK IN THIS AREA 39 1 UTILITY CABINET W/BREAD BOX CUSTOM FAB. S/S -120/1 20.0 YES ••WALL MOUNTED D.R. B6 l WALK-IN COOLER N.I.C. EXISTING NO WORK IN THIS AREA 39A 2 WALL SHELVES CUSTOM FAB. S/S NEED BLOCKING IN WALL 87 1 WALK-IN COOLER L FREEZER' NLC. EXISTING NO WORK IN THIS AREA 40 1 REFRIGERATOR N.I.C, EXISTING 12011 1/3 02 YES 68 1 CHEF'S OFFICE 41 1 UTILITY CABINET W/BREAD BOX CUSTOM FAB, S/S A(2)120/1 20.0 YES x WALL MOUNTED D,R. 89 I WALK-IN COOLER(RELOCATED) N.I.C. EXISTING x120/L BCD YES x c LIGHTS,ALARM,L DOOR HEATER j 41A 2 WALL SHELVES CUSTOM FAB. S/S NEED BLOCKING IN WALL 89A I WALK-IN COOLER BLOWER COIL N,I,C. EXISTING V YES A•VERIFY W/EXISTING UNIT 42 2 SOUP WARMERS AAW HFW-ID 1' YES 240/1 Ib 6J YES 89B 1 WALK-IN COOLER COMPRESSOR N.I.C. EXISTING VERIFY W/EXISTING UNIT 43 t UTILITY CABINET CUSTOM FAB, S/S A ) / 0 Y ■. A M NT 0D.P. 90 1 HOLDING CABINET WINSTON HA4822-5 120/1 229 191 YES x 44 2 WALL SHELVES CUSTOM FAB, S/S NEED BLOCKING IN WALL 45 2 WIRE SHELVING UNITS METRO 46 1 MOBILE UTILITY CABINET W/O/SHELF CUSTOM FAB. S/S / Y -WALL MOUNTED OR PREPARED BY, d. e. peen associates FOOD SERVICE CONSULTANT 46 WILCOX AVER PAWTUCKET, RI. 02860 TEL, 401-723-6677 FAX 401-724-1868 PROJECTi THE WIANNO CLUB PROJECT LOCATION, NFITFC 1 UNLESS OTHERWISE SPECIFIED,SERVICES SHOWN ON THIS PLAN ARE FOR FIXTURES BEING SUPPLIED BY WAREHOUSE CC,ONLY,MECHANICAL CONTRACTORS MUST CHECK OWNER'S PRESENT EQUIPMENT BEING RE-USED OR THAT EQUIPMENT MARKED NLC,<NOT IN CONTRACT)WHICH -- IS BEING SUPPLIED BY OTHERS SO THAT SERVICES REQUIREMENTS ARE CORRECTLY TYPED,ADEQUATELY SIZED, L ROUGHED-IN PROPERLY(LOCATION 4 HEIGHT)ALL LABOR,SWITCHES,DISCONNECTS L FITTINGS REQUIRED DESCRIPTION, FOR FINAL CONNECTION OF EQUIPMENT AS NECESSARY EQUIPMENT 1 I T ^n[-^ 7 TO COMPLY WITH ALL CODES,INCLUDING ALL INTERWIRING Q U 1 lY C_I V TO BE FURNISHED BY ELECTRICAL CONTRACTOR UNLESS STATED OTHERWISE IN ELECTRICAL FA.,SPECS, ALL LABOR,VALVES,TRAPS,TAILPIECES,STRAINERS, SCHEDULE PRESSURE REDUCING VALVES,L FITTINGS REQUIRED FOR FINAL CONNECTION OF EQUIPMENT AS NECESSARY TO COMPLY WITH ALL CODES,INCLU➢ING ALL INTERCONNECTIONS TO BE FURNISHED BY MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE D1 F.S,E,C,SPECS. DWG, NO, K - K 2 E 5 60 I/e'CV.t'-2'&TL. 60 1/8'KV.V-8'B.T.C. I/OA00 IN'E 77 H.V+I'-2'B.T.C. 1 1/e•W.+V-W'B.T.C.O4 I.G.. (3)2'W,TD FS i/2'C.Y+1'-8•H.T.C. 6/AM 8N'S 99 3//'LY.1O FS BGP'CEp60E TRH ifarJ Be4'a.+V 0 7S F.S. 1/2'Cv+V-4'B.T.C. 7'-4' •1'-6' 9'-6' 4 4' F.S. 69 3/4'WEHTUVSO, 74 F.S. FF1/2•KW a 1'-4•B.T.C. I.4, FFr 96 1'-0&TIt F.S. DOWN 36 3/1'KV At IB0.OUTLET3_7, 4' IO• . 9Rf0(IRSTER 10 DNA XACH&E 0(1' At 1H7•MET 93 �DISH SN XAOHDIE Full B®SifR B/{•LV,N PS a AREA NEV . F.O. F S'1/2 NV+1'-4'&T.0 50 56 DELIVERY 1/2•L.4+I. B.T.C. S L1FT ENTRANCE REST ROOMS 13• 0 2'I.W.TO C.S. 2'-0' 82 �. ARE ®f.0.P AREA AREA P ® �' _ ®FJ1. ` F,1, F.& - S• (H)2•LY.10 FS 95 IE'-T 2•_O. F.S. ®AREA L�7 F.D. 4 AREA AREA t/H'C.Y+1' t + CLOSET rX, q, 4` I Ve•aW«r-e•e.r.c, r-!• 9•-B• DRAWN BY, CHECKED HY, DATE, FS. 93 F,G.D, D.E.P. 5/4/06 1/2'H.W a l'-2'B.T.C. I/2'CW« H.T.L. F.S. oa 1 1/z v,+r-l0'H.T.L. 4, REV,, DATE, DESCRIPTION, 1/z'H.W a 3'-8'B.T.C. . 6/26/06 LAYOUT CHANGE FS. to-z•--} I.1.w,TO F.S. 47A .__ 7/14/06 LAYOUT CHANGE 7/24/06 LAYOUT CHANGE zo 8/20/06 ROUGH-INS F O 1 1/2'C.V+1'-4•B.FS, 8_g121 2 I _. 1/2'H.V+1'-4'B.T.C. 10' 4• ®FARIA AREA ® ®FAA ®FD. TO F.S. 32C3 ' t/E'C.M.+4•H.T.C. 32 89A TO F.E. F.S 1'I,W. F I F.S. D 3/4'NW+V-4'B.T.C. 2'I.W.TO F.S.01 314•ON+V-V B.T.0 - \ a F < i 8 zu°doo TO F.S. PREPARED BY, E0 H•I.V.TO TROUGH 4` 1/e•NW+1'-4'B.T.C. 3'W+6•BELOW F. Fs 26 d• e4 penn associates ®AREA ®AREA ®A PEA FPS' ®AREA O 19 FINISHED FL000. PPEA® F.S 1/2'GY♦I'-V&T.0 . F.O. F.D. F.➢. F.➢. 2'LW. 14 F.D. TO Fs, 6'-a' FOOD SERVICE CONSULTANT 8 6• 1'I.W. 17 ® 3/4'W.M FS. O e•t.W.m Fs. TO Fs.O - I 46 WILCOX AVE, PAWTUCKET, RI. 02860 Fs — a•L TEL• 401-723-6677 FAX 401-724-1868 NN lib•RV♦1'-8'&T.C. F.S. g,.g. 1II/e'W.+I-10'H.T.C.O .. SE' 4' 11' 1 'C.W+1'"B'&T.C. Jy NT PLUMBING LEG PROJECT, l'-I• 1'-4' V-S' S'-]0' i'-6' 2'-2' 2'-IL' 2'-0' 3'-4• 3'-0' 6'-4' 10'-10' I'-f 12• 4'-3' 12' F.S. 4• v 13 4' 4• ta•av. a• SYM. ABB. DESCRIPTION 1'&.1'-0' 3/4'&.1'-D• THE WIANN❑ CLUE Q yr t.v.a-0'B.r.c. 3/v a a l+a O O i'-e'B.T.C. O IB2,OD0 INa 96,070 BTU'S O I'-4'B.T.t 19 H7.DD0 BN'S 18 OI.I/W V.♦1'-10•B.T.C. ' O VY KV+P-8•&T.C. 0 29S.DDD BN'S 12 o POINT[IF EQUIPMENT CONNECTION 7 3//'O s t'-0' IBRA07 BOYS 1/2'M.V+1'-4'B.T.C. 1/2'H.V+I'-4 B.T.L. I/8'N.V+1'-4'e.tc. w • H.W. HOT WATER g I1491M. &. LF.T. ,p V2'CW+1'-4•H.T.C. O M9,Df0 eNa • C.W. COLD WATER 1/2'CV+1'-4'H.T.E. I/at.V+V-4'S.T.C. W. WASTE (SOLID WNNC:CTION) O 9 1-4-1/e'C.W+ -4•B.T.a P a♦➢-a o I.W. INDIRECT WASTE GAS REQUIREMENTS (NATURAL) 2151070 B7U'S ID TEM N DESCRIPTION TOTAL B.T.U'S 0 ivol7a inrs ® F.D. FLOOR DRAIN PROJECT LOCATION, 7 FRYER - 22,000 ® F.F.D. FUNNEL FLOOR DRAIN 7 FRYER 122,000 8 BROILER 149,000 A F.S. FLOOR SINK j GAS 9 STEAMER 100,000 - - /� .- .. i 10 RANGE 255,000 PLUMBING ROUGH-IN PLAN B.T.U.B. HRITISH THERMAL UNIT - - - 12 RANGE 255,000 • STEAM TAKEOFF 13 GRIDDLE - 96,000 SCALE - 1/4"=1'-0° o- H.T.C. BRANCH TO CONNECTION 18 BRAISING PAN 80,000 o- H.T. BRANCH TO 20 CGMBI-OVEN 215,000 + A.F.F. ABOVE FINISH FLOOR 74 DOUBLE CCNV.OVEN 110,000 D.F.A. DROP FROM ABOVE rL DESCRIPTION, 75 FRYER ,000 76 GRILL 64,000 CENTER LINE PLUMBING p L A n ' 77 RANGE 140,000 EQUIPMENT ITEM NO. TOTAL B.T.U'S 11978,000 I P.C. PLUMBING CONTRACTOR - K.E.C. KITCHEN EQUIPMENT CONTRACTOR - ..Tt INSTALL AUTO-MECH,GAS SHUT-OFF CD RETURN LINE -. VALVE IN MAIN GAS FEED TO COOKING EQUIP.-VALVE BY K.E.C. O SLURRY LINE DWG. NO, K ' ` - 3 3OF5 180V-1/E HP: e30V:P HP:17.5 AMP. 3A E9A I.PH.-e.T.C.. 1 PH:H.T.C. 38A 1l01-1/.HP: IEOV-1/3 HP: 1 PH:H.T.C. 1 PH-H.T.C. 3qq�EOV-V3 H.- O 1 PH.-H.T.6 r'�iPF 1�RFMFITr f FiMPRFCC[7RC ml v>iA G.C. TO VERIFY LOCATION ❑F MECHANICAL ROOM roHPp��yt��`aR� �j 1OC�TE (RECOMMENDED H.P. UP TO 25 FEET OF REFRIGERATION LINES) L 1 't 7L"ef 79H�Y/7�a CINAFF _ y 79A 11.+T-6'-1lOv- 79 t PAN 9A KV 1•RI+OBV.LC3B'0 SA 2A0 A'P:(PM-BETA DFA,TG H'-8•AF.F:UNV. E0.0 AMPS:t PH.-Rt.0 -yl W-10• e0 AMP;Ipk-PH-Ff.0 {'-IO• t'-LO' 3' A 4,_4. -- 74 P1DA'S+i'-6'•IPAV-— L• Go.6A AMP, O DR lr_6'•IEOV- Se +p_y-ItOV- J.F.I'i'-MOV-90A KY.O 73 IOA AMP:IPµ IA HPr Be Ally R!L 1!B NP:1 PH-FTA. s6 STI l0• NEW Sp QJ DR,4'•0'•IUV- 18 l'n YW-H/OV- !OA APP.G-IPN (� 6B IF7 IIIP;1 PH-B.iG I'-6' ENTRANCE REST ROOMS LIFT 3'-H' S'-6• 1'-fi' 4'-6• P-l0' O 'LL.�LI P2 1F+e'-0'-d0Y-NA AMP. 33 67 11�,--°VK°V 1 PH-B.tL QLEC N141P 11.6'-0•-14W-NA W, 3 1PI6 MP:1 Pi FT.0 OPITDRSI.O 6-E• ' 66 DR,t'i'•IPAV- W Ill I '.. , E� E0.D AXPr IPA P_q, CLOSET DR 1 7'-/•-IHOV• 65 ll]HP;BB AMP:IPH lr_P• BO 1°A NP-SA 11P.-IPA DRAWN BYI CHECKED BY, DF•TEI � e e e I F.G.D. D.E.P. 5/�'06 AR+I,.V-NII-6/Kv. REV,, DATE, DESCRIPTIOi: 47 !M AIlr IPH .. .. .. OBR,4'-a•-leav IDIIIIAMR-vH1°°v q6 6/26/06 LAYOUT CHANGE AB H0A AMP,IPµ 3'-6• S'-4 s-r DA.4'-°''INV- 39 I�i 7/14/06 LAYOUT CHANGE 84 AM+:WL ® 7/24/06 LAYOUT CHANGE I:Dv- In HP:1R Ai IPH 3H 8/20/06 ROUGH-INS BF.A TO H'-6•AFF,VERIFY VOLTAGE W/EXISTING COIL ED IL 1'-10' A'-S• 3'-P' E'-6• 3'-4• 3'-6• - 4'-3• 4'-P' T� j DR+741 IUV- CA AMP,IPA 43 aD DR+4'-D'-IIOV. V3 HP:Be AMP:IPH 20.0 AMP.FA-IPH 4'-NOV-BP kV. OP.A TQ B'-6'AFFr IHOV O 42 I AMP;IPII-AT iD BA+1'•0'-ilOV- AMP:1 PN�-B.1,C.iGR LIGHTSr D F,A TO P'-6'A.P.F.-IEOV ❑ YAO AMP EA. IPH . Q H9 ALARM F DOOR HEATER 1 \ i AL AMP:1 PN.-ATERC.FOR LIGHTS. ' ALARM,DOOR HEATER 4 PAP. 1F.11-Imi 1H+/'-1-- A+4•-1ME-u KV. 3P 1F+1••IlDV• PB 34 LO P1P:IPN-FLC 33 HA AMP,IPH-FTA. @BA Awl Ift BTA. O 7R kV:DML-FTC.O ',i D.F.A TO W-V P.F.F.-VERIFY PyRpy LIva- Ai P3A VOLTAGE FROM TIME CLDCK AT y-4' Pl P4 �IMNP��ISa- O HY'EFNG DCCeDENSING UNIT 3'-6' P'-10• 3'-H• IOR�Mp7�Fp�2Mgp LO I I MP-82 In,NHO PP @S � FIIFi IISIT =77 III AM PREPARED BY, DR. IEOV- l6 lA NP,9A Awlvx Pl P'-2' @'-D' }-- SIP'-6• 3'-0• 1@• 9'-4• 1'-6• @'-P' 4'-P' t'-6• 6'-10• P9 DA+7`4'•IEOv' 17 DFA.TOB'-6•A.F.F:t@OV. - d. e. penn associates 114 HP:YA AIPr 1%4 DF,A TO B'-6'A.F.F.- 1L 1&+1�l/OY- DR,/•-IHOV- e0A ANPS-1 PH-B.T.C. DR+414 Nov- 26 E3C 1EDVr e0.0 AMPS:L PH. 37 S0 KVr Vµ•FTA. a0 KY:DML•FTC, l0,0 AIP:IPH 49./'•1lOV- 9•-30' E0.0 ANP.-'IPH BA ANPr lPH-FTA. (FOR HEAT TAPE) 3t Pp�,D,+yp� - 37 31 FOOD SERVICE CONSULTANT e 1�JI s-P 46 WILCOX AVE. PAWTUCKET, RI. I2860 3'-6• 3'-6• l,_P TEL, 401-723-6677 FAX 401-724-1966 e ern rF- ELECTRICAL LEGEND PROJECT, .3'-6' E'-6' 2'-4• 4'-10' 3'-H' 1'-6• 3'-9' t'-10• 3'-6• a'-4' - a'-0• H• t'-H' 4'-ID' 3'-H' 3'-l0• 3'-P• S'-4• 1'-H' 18.+T-6•-Imv� PIA SYM,�ABB, DESCRIPTION 6R 1 I'•6'-1lDV- !0.0 AIPr 1 PN-FTA. 1e DR+M•B'-"4Y• THE WIANNCI' CLUB P,I WOV- OAR AlPr B7L I1.t AIIP:IPH 13 NO 1 I'i'•IBOV- BR, ,Ip I¢OV• 2p �� 6 E v!AO AMP,IPµ PA.O ANP:1PH-FtC. IHO PIIPr LPH L A N♦ r•6'A r 0 POINT OF EQUIPMENT CONNECTION DR+t'-6r-I— 1p IH O PULE9 II.'V-�9JAIWr IPH IA N@r IPH ➢R.,/'-0'-I20V• lA iD,D AMP:IPH � D.R. DUPLEX RECEPTACLE 104 A 1'-6•-IUV•Oy 1F+P-V-IGV• 10A '' DFA.t0 B' -PF'D. IHOV. P4 S.R. SINGLE RECEPTACLE O!0A AMP,1 Px-FTL . J.H. JUNCTION BOX E/A @0.0 AMPS.-I PHr B.T.C. BR,Y-6'-IUV-O 1�R�LO'IpP1��G�y�H� to AMP,tPH FAX.R, FLOOR MOUNT DUPLEX RECEPTACLE A7101.4-6P 4A w,WKLBOv- 13 DA A S'i•-IMW O US Awl IPA DR 1 TJ'-flOv- � Q F,M.S,R, FLOOR MOUNT SINGLE RECEPTACLE 0 113 MP,BA AMP:INK +F6'•le6v-O C.P. CORD AND PLUG PROJECT LOCATIONI l0A AMP:UH 120/1 V/PH, VOLTAGE/PHASE H.P, HORSE POWER K.W, KILOWATTS ELECTRIC ROUGH—IN PLAN AMP' AMPERES $ SW. SWITCH SCALE - 1/4°=1'-0' + A.F.F. ABOVE FINISHED FLOOR Q_ B.T.C. BRANCH TO CONNECTION Q. B.T. BRANCH TO D,F.A. DROP FROM ABOVE DESCRIPTD7N, rL CENTER LINE ELECTRICAL PLAN .1 EQUIPMENT ITEM # E.C, ELECTRICAL CONTRACTOR K.E.C. KITCHEN EQUIPMENT CONTRACTOR DWG, NO, K - 4 4 5 i I O.C.TO PROVIDE BACKING DL TI PROVIDE BACKING sg IN WALL FRO 4•-O•AF.F.� //�W V L FROM 8'•8•AFF.Q TO 6'-0'A.F.F.TO SUPPORT iG 9'301 AFF.TO SUPPORT WALL SXELP. NAN 8INIf. ro PRDVIOE BACKING 1B'-1D• l'-9' l'-g• 79A TO T.%RFA.i00SUPPORT FIRE SUPPRESSION SYSTEM, 69.TO PROVIDE BACKING IN VALL FROM 1•-0'AF.F. 67A Q.C.ro PROVI06 HACKING t0 6'-0'AF.F.TO SUPP00.T IN VALL FRW 4'-0•AF.F. 90 9'_p• WALL SHELF. O.C.Ttl PROVIDE HACKING TO 6'-0'A.P,F.TO SUPPORT F-IN WALL FROM V-0'AFF. 9l VALL HHCLF 10 61-V A.F.F,TO SUPPORT B• WALL SHELF. I-6. 1•X w EXHAUST DUCT 10 LA VENTILATOR `LL.-JLLI COLLAR 0100 CFN.'3) ' TO D'ABOVE FINISHED CEILING 6'-4. 11 K IB•EXHAUST DUCT - COLLAR OB00 CF.K'S) TO ABOVE FINISHED CEILING 59A 1 V NTlLATOR BEE E.C.F.`RAVING DRAWN BY, CHECKED BY, DATE, 79 FOR ALL UTILITY REQUIREMENTS F.G.D. D.E.P. 5/4/06 P O REV,i DATE, DESCRIPTION, Gc.ro PRlfvtec BADKwa HAND SINK. HA VALL PRAY S'•6•AFF. . i _ _ �.i0. ro 9'-0•AFF.70 SUPPORT +� - - - '' _- 6/26/06 LAYOUT CHANGE l I 7/14/06 LAYOUT CHANGE 7/24/06 LAYOUT CHANGE 8/20/06 ROUGH-INS 09 ARCHITECT TO VERI Y~ FLOOR DEPTH OF DEPRESSICN FLOOR m� DEPRESSICN - -i6'-7• 4'-/• 4'-D' '' � O.C.TO PROVIDE BACKING OF ro PROVIDE BACKING O P IN WALL FRO.1•-0'AFF. 4lA 41 W VALL fRW 4-'AFF, 39A O TO SHELF!TO SUPPORT WALL SHE F. i0a PCRT - 0,_0, FLOOR P DEPRESSION DRAWIH1 FOR ALLEUT1LITlY REQUIREMENTS e._0. Q.C.TO FROVIt 7'DEEP G.0 TO PROVIDE BACKING ® ® 19 Tg DEPRESSION GAING,BFCKFILOL. P W PALL FROM V-0'AF.F. 1A TO 6'-0'A.F.F.TO SUPPORT GROUT AND FINISH FLOOR BY G.C. WALL suELf. PREPARED BY 0'-0• 7'-10• 9'-0, G.C.TO PROVIDE BACK G VENTILATOR t1ryry 4'-0• M V O FROM A'-0•m" 26R P T1 TO vv AF.F.TO SUPPORTO V. e. perm associ©tes DEPRESSION 6-6, WALL SHELF. FOOD SERVICE CONSULTANT _ DEFLOOR 46 WILCOX AVER PAWTUCKET, RI. 02860 P P 1.6• A,-6' TEL, 401-723-6677 FAX 401-729-1868 VENT ATDR CC��II VENTILATOR 6C.10 PROVIDE eACNIN e•_y Q e'_7, IN VALL GRON B'^6•AFF. O TO S'-o•ArFi TQ SUPPORT NAN SIKK � eG•-o PROJECT, AT 7'-9' 1'-!0• 1'-ID' 3'-0' VENTILOR #- - GC.TOPROVIDEBAOKING THE WIANNO CLUP QC.TC PROVIDE HACKING IN WALL FROM V-0-AFF 0JA _ l4A I9A W VALL/RW/'-0'AFF. TO 7'-6'AA.F.TO SUPPORT TC 6'-0•A.R"TO SUPPORT FIRE SUPPRESSICH SYSTEM. 1,1' TO PROVIDE BACKING Q.C.ro PROVIDE BACKIN` WALL SHELF. IN e4A 70 7ALL-6•fARr..F.TO SUPPORT TG YA WALL Al TO SUPPORT O4 \\� - FIRE SUPPRESSION SYSTEN. HAND SINK. SEE E.C.F.DRAWINO FOR ALL UTILITY REQUIREMENTS e4 SPECIAL CONDITION LEGEND SYM, I ABB. DESCRIPTION PROJECT LOCATION, EXHAUST DUCT COLLAR ® SUPPLY AIR DUCT COLLAR- S,P. STATIC PRESSURE C.F,M, CUBIC FEET PER MINUTE SPECIAL CONDITION PLAN SLAB DEPRESSION SCALE - 1/4"=1'-D" B� WALL BLOCKING + A,F,F, ABOVE FINISHED FLOOR CENTERLINE S/S STAINLESS STEEL DESCRIPTION, © EQUIPMENT ITEM k. - K.E.C. EQUIPMENT CONTRACTOR SPECIAL G.C. GENERAL CONTRACTOR CONDITION ❑N n T I T O PL AN /�N I N DWG, NO, 1J 1 l I V K - 5 5GF5