Loading...
HomeMy WebLinkAbout0002 IRVING AVENUE (5) ,cmjola�ee �.v �e� Il .'A Town of p Barnstable Building BAMMw 'Posi639, tThis Card So That it rs=VisibleFrom,the Street-Approved Plans Must be Retained on lob and.th�s Card Must be Kept �, Posted Until Finalilnspectign Has`Been Made � � �� ;� .a ;� ° Wh'ere'a Certificate of Occu Banc=�s�Re'aired,such Buildmshall NoLbe Occu ied until a:Fnallns ect�onhas been made �y �� ...�;.��:�.:, � -�s:� �..�,,:.,,p�.m yam.�q..: _.�.�. ���..E.3i�.�g�F,>...� �,...,w��w.,..p :� p....�...R�...;; �..�..-��::::�x.�.�w,�.:�� Permit No. B-19-41 Applicant Name: GARYJ SOUZA Approvals Date Issued: 02/12/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 08/12/2019 Foundation: Location: 2 IRVING AVENUE, HYANNIS Map/Lot 266-031 Zoning District: SPLIT Sheathingc� A -- _ Owner on Record: HYANNISPORT CLUB Contractor:Name:" GARY J SOUZA Framing: a� r Address: 2 IRVING AVE Coii`tractor'Li"icense CS=102999 2 HYANNIS PORT, MA 02647 Y M Est Project Cost: $240,000.00 � J Chimney: Description: construct new addtion for employee lounge,office anid storage =Permit Fee: $2,284.00 Insulation: rooms Fee Paid:' $2,284.00 Project Review Req: '� ate , 2/12/2019 Final: /? Plum i b rig/Gas . Rough Plumbing:, A: y ; ui rn iaa This permit shall be deemed abandoned and invalid unless the work authorized byy-this permit is commenced withih�six�months after issuan Final Plumbing: fir: All work authorized by this permit shall conform to the approved application and the approved construction documen0for 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 anti codes. Rough Gas: This permit shall be displayed in a location clearly visible from access streetor road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ' Final Gas: r t s The Certificate of Occupancy will not be issued until all applicable signatures"' ignatures bq th e Building and F re Officials arreiproded n this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing z Service: 2.Sheathing Inspection a F x Rough: 3:Aii'Fireplaces must be inspected at the throat level before firest flueRlming,is installed A 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy 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 C All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Number......,. ... •�* B,ARNSMr�. * Permit Fee..x??- ( ' . .Oth�eyr Fee........................ 1,1MASS. j- � f '?. .,4<�. •» M�,"`. f`'r�..,r '7hY'kT y ,�it lr/�,*a r r,}. ,r.r :Y..f µme.44'-.,.7? as'i b r.y - Total Fee Paid . TOWN OF BARNSTABLE /d 9 Permit Approval by... `' ..........On..... .... ....1......... BUILDING PERMIT APPLICATION M 26�............I........Parcel.........Q#.%.......................... Section 1 — Owners Information and Project Location Project Address 2 18atwzC' 0&110 Village v4,14spaisfoAx Owners Name Ca.43% Owners Legal Address_. City {pa+sVrIft t-c State M0. Zip Owners Cell# y E-mail •. Section 2 —Structural Use Y ❑ Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ® Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler�yste`m Q Addition ❑ Retaining wall ❑ Solar0 . C� 0 Pool ❑ Insulation❑ Renovation � Other—Specify . Section 4—Detail Cost of Proposed Construction 2%+0,Oc�& Square Footage of Project 7q2 Age of Structure 413 Dig Safe Number # Of Bedrooms Existing — Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method' ❑ MA Checklist ❑ WFCM Checklist ❑ Design Last'updated.'l l/7/2017 Section 5 - Work Description Co�S,�„uCT w1ca,� orDO►-:t a� �cz w��Kc� � �w�G� t�►c�. ar,� 5TO L44ri.- 7-o� i R Section 6—Project Specifics ® Wiring ❑ Oil Tank Storage_ ;: © Smoke Detectors © Plumbing ❑ Gas © Fire Suppression © Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply © Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes © No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section S —Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Fronf Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑X Yes ❑ No " Last updated: 11/7/2017 Section 9- Construction Supervisor Name_C a km IzA, Telephone Number 4Z't. (a +o L Address_44S'©Z.r "_ � City Ai i"Zt State xAaL Zip oZ L� License NumberCA 102c24q License Typec&Lr- Sd,_ Expiration Date Contractors Email 0", ,Ly�shia Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S50,Building Code. I understand the construction inspection procedures, specific inspections and documentation re y 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date x_. ►� ,n, 4 Section 10 —Home Improvement Contractor Name Q,��,�.�. i 4k�r_ Telephone Number Address_ oS �J.aAE4Ss AQCity &%n0t,/,u'C State M_Zip Registration NumberALgLZ Expiration Date ,dL I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code.. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your H.I.C... Signature Date Section 11 Home Owners License Exemption Home Owners Name: - Telephone Number Cell or Work Number T ' I.understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPL ANT SIGNATURE . Signature Date,—� Print Name Z- S Telephone Number FoQ qL%_�.106 E-mail permit to: 6TS 4►`G&X.Sbf C�r.SI t- cow Last updated: 11/7/2017 ' Section 12 —Department Sign-Offs Health Department El Zoning Board (if required) El Historic District ❑ Site Plan Review(if required) 11 Fire Department ❑ Conservation For commercial work,please take your plans directly.to the fire q fa , rovaL _4ep !"tfp� pp jC Section 13 — Owner's Authorization 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) J, a it J. Signature of-OWfie' r Print Name Last updated: 11/7/2017 HEATLOK01o.0 Company Name CAPE COD INSULATION Phone Number 1-800-696=6611 Jose Espinol Installation Date 04/19/2019 L2 Jobsite Address Irving Avenue; Hyannis-Port A-Side Lot#'s GE018379 Permit Number B-Side Lot WsP3570431218 7 7.4 R-49 500 Square Feet Roof Line -4 p n m $` www.Demilec.com cBDEMILEC Town of Barnstable Building Department Services _oF�"E�Oiyti Brian Florence, CBO BARNSTABLE Building Commissioner 1639-20 4 •AMSTABLE, * 200 Main Street, Hyannis, MA 02601 9 MASS. g i63 www.town.barnstable.maxs �prFD MA'S A ' Office: 508-862-4038 Fax: 508-79076230; October 31, 2018 Mr. Scott Smith Hyannisport Club Inc. c/o Attorney Mark Boudreau 396 North Street Hyannis, MA 02601 RE: Site Plan Review#076-18 Hyannisport.Club, Inc. 2 Irving Avenue, Hyannisport, MA Map 266, Parcel 031 Proposal: Enclosure of a second floor area to create an employee lounge and modifications to existing office space. No site modifications are'contemplated. Dear Attorney Boudreau: At the formal site plan review meeting held November 1, 2018,the Site Plan Review Committee_found the above-referenced application to be approvable subject to the following: • Approval is based upon and must be constructed significantly in with site plans entitled"Hyannisport:Club,2 Irving Avenue" one sheet, dated October 25, 2018 prepared by Baxter Nye Engineering & Surveying, Hyannis; and, floor plans and elevations, 8 sheets, . prepared by Paul F. Weber,Architect, LLC,Newport RI; also, letter from Matthew Eddy, P.E. identifying septic flow calculations and approved by the Health Department. • The granting of a special permit from the Zoning Board of Appeals for the expansion of a non- conforming building will be.required: • Hans Keijser, Water Department Supervisor,DPW, noted that the 4" domestic waterline also feeds the church next door and recommends that separation of the water service be included as a. part of any substantial future development. • Fire alarm and sprinkler system will need.to be extended to cover the proposed additional;square footage at:the building permit stage. • Subsequent to the.granting of relief from the Zoning Board of Appeals,the Hyannisport Club Inc 's licenses are required to be amended with updated descriptions of premises. • Applicant must obtain all other applicable.permits, licenses and approvals required: Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely Ellen M. Swiniarski C�'C Site Plan Review Coordinator d CC: Brian Florence, Building Commissioner, SPR Chairman Elizabeth Jenkins, Director of Planning & Development Hans Keijser, Water Dept. Supervisor, DPW Deputy Chief Dean Melanson Licensing Dept. Health Department Zoning Board of Appeals 4 - • ` Dor_:1s3b1�797 12-31-2018 12=55 BARNSTABLE .LAND COURT REGISTRY Ate, Town of Barnstable BARNSTABLE TOWN CLERK Zoning Board of Appeals Decision and Notice Special Permit No. 2018-065—Hyannisport Club, Inc. Section 240-93 Nonconforming buildings or structures not used as single or two-family dwellings To construct a second floor employee lounge and additional office space Summary: Granted with Conditions Applicant: -Hyannisport Club,Inc Property Address: 2 Irving Avenue, Hyannisport (Hyannis), MA Assessor's Map/Parcel: 266/031 Zoning: Residence B (RB) and Residence F-1 (RF-1) Hearing Date: November 14,2018 Recording Information: CV 7265 Plan 18925 Background Hyannisport Club, Inc., applied for a Special Permit pursuant to Section 240-93 in order to construct a second floor employee lounge and additional office space as an expansion"to the existing clubhouse structure. The property is located at 2 Irving Avenue, Hyannis Port, MA as shown on Assessor's Map as 266 Parcel 031. It is located in the Residence B (RB)and Residence F-1 (RF-1) Zoning Districts. The Hyannisport Club is a private club located on 156 acres with an 18-hole golf course, clubhouse, tennis courts, pro shop, and accessory storage and maintenance buildings. The use originally --� began in 1897 and it was expanded to an 18-hole course im 1913. The course overlooks Nantucket Sound and borders the Hall's Creek wetlands system. IJ Previous actions by the Board: 1. Special Permit No. 1967-10 granted a 780 square foot expansion of the Pro Shop. �* 2. Special Permit No. 1970-75A.granted a 340 square foot addition to the club house s 3. Special Permit No. 1997-057 the applicant.applied for relief that the Board found not to be needed. —� 4. Special Permit No. 1997-058 the applicant applied for relief that the Board found not to be needed. c 5. Special Permit No. 1999-106 granted a 500 square foot addition to the Clubhouse, 6. Appeal No. 2001-016.overruled the Building Commissioner and allowed°construction of the pro-shop as of right. 7. Special Permit No. 2001-18 granted an expansion of the Clubhouse. 8. Special Permit No. 2015-020 to allow fill in the Velocity Zone. The Clubhouse is currently nonconforming with respect to the minimum 15 foot setback required in this district; being situated approximately 7 feet from the east side lot line. Procedural& Hearing Summary ` Special Permit Application .No. 2018-065 to construct a second floor employee lounge and additional office space.as an expansion to the existing clubhouse structure was filed at the Town Clerk's office and the office of the Zoning Board of Appeals on October 19, 2018. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on November 14, 2018 at which time the Board found to grant the special permit subject to conditions. Board z , f 'own of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-065-Hyannisport Club Members deciding this appeal were David Hirsch, Mark Hansen, Herbert Bodensiek, Todd Walantis and Paul Pinard. Attorney Mark Boudreau represented the applicant before the Board. Attorney Boudreau described the project and stated there will be no additional employees. He stated that the only reason for this application is because the Clubhouse was constructed approximately 7 feet from the property line. The Board Chair requested public comment and no one spoke. Findings of Fact At the hearing on November 140, 2018, the Board unanimously made the following findings of fact in Special Permit Application No. 2018-065, a request to construct a second floor employee lounge and additional office space as an expansion to the existing clubhouse structure: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. The existing use is pre-existing nonconforming and any expansion/alteration is allowed under Section 240-93. 2. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 3. A Site Plan has been reviewed and found approvable with conditions (See letter dated October 31, 2018 signed November 7, 2018). Further, Section 240-93 B. requires the Board to find that: 4. The proposed repairs, alterations and/or expansion are not substantially more detrimental to the surrounding neighborhood. The.vote to accept the findings was: AYE: David Hirsch, Mark Hansen, Herbert Bodensiek, Todd Walantis and Paul Pinard NAY: None Decision 1. Special Permit No. 2018-065 is granted to the Hyannisport Club, Inc. for an 800 square foot addition/expansion for a second floor lounge and office space to the existing Clubhouse. The property is located at 2 Irving Avenue, Hyannisport (Hyannis) MA. 2. The improvements shall be in substantial conformance with the plan entitled "Hyannisport Club, 2 Irving Avenue Hyannisport, MA by Paul F. Weber Architect dated August 17, 2018. 3. The Applicant is required to attain all required permits, approvals, and licenses for the proposed new expansion/alteration. 4. Site Plan Review conditions of approval are hereby incorporated into this Decision. 5. The capacity for the Clubhouse shall be increased from 275 persons to 288 consistent with the other licensing for the Club. 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: AYE: David Hirsch, Mark Hansen, Herbert Bodensiek, Todd Walantis and Paul Pinard NAY: None 2 r Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2018-055-Hyannisport Club Ordered Special Permit No. 2018-065 a request to construct a second floor employee lounge and additional office space as an expansion to the existing clubhouse structure at 2 Irving Avenue, Hyannisport, (Hyannis) MA) has been granted subject to conditions. This decision must be recorded.at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the daWof the filing of this decision, a copy of which must be filed in the office of the Bamstabl. Town Clerk. David Hirsch, Vice Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable; Barnstable County, Massachusetts, hereby.certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this - day of under the pains and penalties of perjury, Ann Quirk Town Clerk = O ••'"""'••.88f : Y Ulm rf}v • f` x, a 3 c: Town of Barnstable ,�„� : Assessing Division 1639. .e 367 Main Street,Hyannis MA 02601 reo�u+" www.town.barnstable.mams Office: 508-8624022 Edward F.O'Neil,MAA FAX: 508-8624722 Director of Assessing ABUTTERS LIST CERTIFICATION November 1, 2018 RE: Adjacent Abutters List For Parcel(s) : 266-031 2 Irving Avenue Hyannis, MA 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied excepting parcel 286-001 and.286-005 with card attached for new mailing address. { Board of Assessors Town of Barnstable- 10126/2Q18 AbutterReport r Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '266031' Parties of interest are those directly opposite subject lot on any public-or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 167 close �'':18�.,�.. � � �rcd7��� ���{ _ I —1-'Z--i� I d S 7yL. �., rx`� ��•.? SHANAHAN,BARRY GOFFSTOWN,NH D1241225 265002 NOEL Er ALS 35 ELVA DRIVE 0304S 265009001 31 ATLANTIC AVENUE UO PARK AGENCY INC 330 MADISON AVE- NEW YORK,NY C187442 LLC SUITE 280 10017 265009002 SHRIVER FAMILY C/O PARK AGENCY,INC 330 MADISON AVE.; NEW YORK,NY C197275 HOLDINGS LLC SUITE 280 10017 265010 SHRIVER,ROBERTJR C/O PARK AGENCY,INC 330 MADISON AVE- NEW YORK,NY C70650 S SUITE 280 10017 2fi5011001 ARNOLD,FREDERICK 46 ROCKMEADOW WESTWOOD,MA 2643B/255 g ROAD 02090 ARNOLD,HELEN 0& EVANS ARNOLD 2012 Q 460 WESTFIELD' DEDHAM,MA 265011002 BLAIR,LAURESTON R P R T STREET 02026-S632 26941/127 TRS 265012 31 ATLANTIC AVENUE C/O PARK AGENCY INC 330 MADISON AVE NEW YORK,NY C187442 LLC SUITE 280 10017 265013 MARICO BEACH LLC 712 FIFTH AVENUE NEW YORK,NY C196581 32ND FLOOR 10019 265014 HG LLC 375 TOTTEN POND WALTHAM,MA C210300 ROAD 02451 265DIS SHANAHAN,BARRY 35 ELVA DRIVE GOFFSTOWN,NH D1241225 NOEL ET ALS 03045 266001 SHANAHAN,BARRY 35 ELVA DRIVE GOFFSTOWN,NH D1241225 NOEL ET ALS 03045 266002 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 5011/88 OF(MUN) 02601 266006001 GARRAGHAN,NANCY NANCY L GARRAGHAN 6010 BOCA GRANDE BOCA GRANDE,FL C214081 L TRUSTEE LIVING TRUST CSWAY#00 33921 SHEPLEY HAMILTON N WEST 266006002 &LORRAINE E P 0 BOX 420 02672 SPORT,MA C163772 02672 WEST 266020 FRANKLIN,STEPHEN C PO BOX 719 HYANNISPORT,MA 28378/325 02672 COLBERT,JAMES G& ANA GOICOA COLBERT WEST ROXBURY, 23294/101 266021 ANA G TRS REV TRUST 85 MONf7VIEW STREET MA 02132 SHEPLEY,LORRAINE E WEST 266023001 &HAMILTON N P O BOX 420 HYANNISPORT,MA 14606/185 02672 , 266024 HYANNISPORT CLUB 2 IRVING AVENUE PO BOX 392 HYANNIS PORT, 28503/220 MA 07647 266025 SCRIBNER,MARY BOX 193 HYANNIS PORT, 24160/175 ELIZABETH MA 02647 MARCHANT MILT HYANNIS PORT, 29745/43 HOUSE INC 266026 2 IRVING AVENUE, MA 02647 NORBERG,WILLIAM F 266027 TR EKJ 2012 IRREV TRUST 214 LOCAH DRIVE JUPITER,FL 33458 269831/321 26602E LAMB,JOSEPH T III& 46 YARMOUTH ROAD WELLESLEY,MA 30747/341 ELIN M 02481 266029 SCOTfi,LYNN TR SCOTCO REALTY TRUST PO BOX 30 W 0I8 90-0030INCHESTE MA 29093/32 90-0030 266030 IMBRIGLIA,SARA& -AGAUVREAU,ANDREA g COLONIAL VILLAGE FALMOUTH,ME 30107/324 JOHN W 04105 266031 HYANNISPORT CLUB 2 IRVING AVE PO BOX 392 HYANNIS PORT, C7265. MA 02647 http:llmaps.townofbamstable•0s/arcimsiappgeoapp/AbutterReport.aspx?type=ZBA 118 - L 10/26/2018 AbutterReport r WEBER,HANS PETER CHERYLTRS,WEBER CHESTNUT HILL, 266034 DMD&O'NEIL- FAMILY TRUST 354 WOODLAND ROAD MA 02467 29079/54 WEBER, 266037 HYANNISPORT CLUB 2IRVING AVENUE PO BOX 392 HYANNIS PORT, 28503/220 MA 02647 WEST 267002 WAECHTER,WILLIAM p 0 BOX 489 HYANNISPORT,MA C23201 H&DIANE 02672 267003 LEONARD,JEROME L 244 ACKERMAN AV HO HO KUS,NJ 18565/193 &JANELLE M 07423 WEST 267004 COYNE,JOHN F& PO BOX 655 HYANNISPORT,MA 18198/202 DIANA M 02672 267005 TOMAIOLO,CAROL- 728 BURNCOATST WORCESTER,MA C170013 LYNN 01606 267008 GATES,ROBERT E& PO BOX 175 WEST HYANNIS 16983/90 KATHRYN D PORT,MA 02672 267010 JOYCE,MARK S& 149 OLD BARN PATH. MARSHFIELD,MA 164831267 JESSICA L 02050 267011 HOYT,RICHARD R& HOYT,LINDA A ONE COUNTRY CLUB DARIEN,CT 06820 12348/272 THOMAS]& RD 267012 HAUGEN,RICHARD& 35 SANDY HILL ROAD MANSFIELD,MA 27881/312 SALLY 02048 267013 LOCKHART,CAROLS A P 0 BOX 4208 PENSACOLA,FL 13702/323 32507 4 WEST 267014 LOCKHART,BETTY I P O BOX 125 HYANNISPORT,MA 13702/321 02672 LINDBERG,CHARLES LINDBERG FAMILY WEST 267015 A .TRUST PO BOX 238 HYANNISPORT,MA 22831/294 02672 267016 GREW,CHRISTOPHER 412 MILLER STREET WINCHESTER,VA . 26085/104 1 22601 267018001 IOIA,JOHN V& 236 WINDSOR DRIVE HURLEY,NY 12443 8293/225 BARBARA C 267018002 TENAGLIA,ROBERT I, ROBERT J TENAGLL4 123 HENRYS LANE HANOVER,MA 22858/36 TRS,ET ALS IRREV INCOME TRST 02339 DONALD,SUSAN& WEST 267019 STEPHt N P 0 BOX 73 HYANNISPORT,MA 16811/197 02672 267020 PREIS,ELISABETH& 144 WALNUT HILL BROOKLINE,MA 28632/314 FIREHAMMER,JOEL A ROAD 02467 267021 UGO JOHN P& WEST PO BOX 757 HYANNISPORT,MA 171011275 BARBARA A 02672 267022 MARCHANT MILL PO BOX 392 2 IRVING AVENUE HYANNIS PORT, 2.7515/348 HOUSE,INC MA 02647 267023 MARCHANT MILL PO BOX 392 HYANNIS PORT, 29667/29 HOUSE INC MA 02647 EGAN,RICHARD B JR WEST 267024 &JEAN NE C PO BOX 640 HYANNISPORT,MA 10521/121 02672 EGAN,RICHARD B JR WEST Zfi7025 & AN,R C P 0 BOX 640 HYANNISPORT,MA 30892/212 02672 & 267026 5tHULMAN,OLGA SUSAN%GOODE,JEFF WEST PO BOX 812 HYANNISPORT,MA 18997/9 02672 HELFMAN,RACHEL WEST ROXBURY, 267027 COHEN,&COHEN, C/O JACK COHEN 250 WILLOW STREET MA 02132 26165/84 JACK BETHUNE BRIAN A& WEST 267028 EVA M PO BOX 36 HYANNISPORT,MA 24291/236 02672 http://maps.tovmofbamstable.us/arcims/appgeoapplAbutterReport,aspx?type=ZBA 318 •10/26/20,18 AbutterReport r 267073000 JAWORSKI,ANDREW 272 CRAIGVILLE HYANNIS,MA 25412/235 7 BEACH RD.,#15 02601 WEST 26707300P CORCORAN,JEAN F PO BOX 674 HYANNISPORT,MA 28559/319 02672 26707300Q OCONNOR,DIANE L 272 CRAIGVILLE HYANNIS,MA 23190/39 BEACH RD,#17 02601 i 26707300R WATERTOWN,MA FERRIGNO,DIANE M 229 COMMON ST 02472 30863/179 CORNELIUS,SHARON FRANKLIN,MA 267073005 25 BRIDLE PATH' 02038 30887/218 L 26707300T HAMJIAN,JOHN A 272 CRAIGVILLE HYANNIS,MA 21279/80 BEACH RD*20 02601 267077 DASILVA,KAREN M& 25 SHOREY RD HYANNIS,MA 19453/163 ROGER 02601 267078 WILLIAMS,BEVERLY M 15 SHOREY RD HYANNIS,MA 11573/102 02601 267080 KIRBY,DARYL P 150 BOXWOOD LN BRIDGEWATER, 20499/338 MA 02324 267081 SULLIVAN,CECIL.E M %SULLIVAN,KATHLEEN 65 APPLETON STREET UNIT#1 ARLINGTON,MA 21957/87 MARY 02476 267082 SULLIVAN,STACY L 340 CRAIGVILLE HYANNIS,MA 15291/108 BEACH RD 02601 267083 GIBSON,RUSSELL A: 334 CRAIGVILLE HYANNIS,MA 13663/34 JR&JAMIE L BEACH RD 02601 267084 CASALE,STEPHEN A, LIVING TRUST AGRMT 34 ELLEN LANE CRANSTON,RI 22603/299 TRS,ET AL OF STEPHEN A CASALE 02921 267085 FIELD,JOSEPH R& 6 HOLIDAY LN HYANNIS,MA 23213/332 ROBERTA 02601 MARTINS,JOSE M& LUDLOW MA 267090 MARIAI 15 HIGHER STREET 01056 25116/51 267098 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 13964/306 OF(LB) 02601 267099 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 19847/223 OF(BRNWATER) 02601 267100 GRAY,WILLIAM A JR& WILLIAM&SHAUNA PO BOX 12 HYANNIS PORT, 19822/106 - SHAUNA D TRS GRAY 2001 TRUST MA 02647 267102 KARAYIANNIS,HELEN 153 WESTON RD WELLESLEY,MA 3636/240 02181 267103 STEWART,PAUL G 16 BRIDGEVIEW CIR WALPOLE,MA 8898/240 02081 267104 PISANO,NANCY M 14541 FARRINGTON FORT MYERS TR NANCY M PISANO TRUST WAY,#104 33912 !FL 27747/289 267105 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 19847/223 OF(BRNWATER) 02601 267106 APPLEMAN,JAY BRIAN 68 NORTHFIELD ROAD LONGMEADOW, 28067/226 &DEAN NELSON MA 01106 267107 ALIOTTA,ARMAND A& 164 LOOMIS RIDGE WESTFIELD,MA 22428/306 GAETANA M 01085 267108 CALLAHAN,MARY J 66 GLEN RD HYANNIS,MA 12405/176 02601 267109 SOMERSET;ANNE& 30 TERRACE ROAD WEST HARTFORD, 27026/5 RIOUX,JUSTINE CT 06107-3130 http:llmaps.townofbamstable.uslarcims/appgeoapp/A6utterReport.aspx?type=ZBA 5/8 l0/26/20A 8 AbutterReport 267162 SCHWAAB,ERIC& 157 MELBOURNE RD HYANN02601 IS,MA 20116/59 ELEANOR 267169 BARRY,SUSAN M& 41 SHOREY ROAD 31 COLONIAL DRIVE PROSPECT,CT 24097/150 HAYES,JAMES P TRS NOMINEE TRUST 06712 GILBERT,HENRY A& DIANNE C GILBERT 2007 WEST 267170 DIANNE C TRS REV TR PO BOX 162 HYANNISPORT,MA 22126/22 02672 267171 LINEHAN I TAM,JUDITH& 128 G STREET MOUTH02127OSTON, 24336/322 267172 FOX,ANDREW 55 GRANT AVENUE NEWTON,MA 22169/173 02459 267173 GANDHI,AMTTA A& 41 PENNY LANE TEWKSBURY,MA 29816/327 ASHISH D 01876 2fi7180 LANE,JOSEPH N III& 222 PUTNAM HILL SUTTON,MA 26475/125 LANE,SEAN M ROAD 01590-1117 267181 HEGARTY,JOHN I 8 COUNTRY CLUB RD PEABODY,MA 2261/341 G1960 267182 ANGLIN,PAUL H 11 KENNEDY CIRCLE HYANNIS,MA 29812/31 02601 267183 HARRINGTON,SARAH 19 HOLIDAY LANE HYANNIS,MA 28011/55 J 02601 KARPOVSKY, BROOKLINE,MA 267184 ALEKSANDR& 34 MARTHA'S LANE 02467 28726/232 ISKHAKOVA,DINA 267185 HUTCHINS,PAUL A& 139 HEARTHSTONE HANOVER,MA 30342/153 SUSAN E WAY 02339-1946 267190 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA 19847/223 OF(BRNWATER) 02601 286001 HURRICANE HALL LLC %BW RESIDENTIAL LLC 80 REIFSNYDER ROAD MASHPEE,MA C200267 02649 286003 MANNHEIM REALTY 712 FIFTH AVE 32ND NEW YORK,NY 18857/252 LLC FLOOR 10019 286004 ENGELHORN, PO BOX 756 HYANNIS PORT, 23843/98 CLAUDIA A MA 02647 °/aFLOYD,KATHLEEN E& 20 APPLETON BOSTON,MA 286005 CLARK,RHEA P.TR FREDERICK PJR& FLOYD,CHARLES B STREET 02116 15485/23I 286006 MANNHEIM REALTY 712 FIFTH AVE 32ND NEW YORK,NY 18255/65 LLC FLOOR 10019 286007 12 ATLANTIC AVENUE C/O MANNHEIM REALTY 712 FIFTH AVENUE NEW YORK,NY 30765/248 LLC LLC 32ND FL 10019 286033 HURRICANE HALL LLC %BW RESIDENTIAL LLC 80 REIFSNYDER ROAD OLEY,PA 19547 C200267 287001001 SHEPARD,ELIZA F TR C/O HILLCREST HART,PAMELA P 0 BOX 1666 PARK CITY,UT 12431/41 PROPERTY LLC 84060 MCDERMOT17 MCDERMOTT WATERTOWN,MA 287001002 MARYLOUISE HYANNISPORT REALTY 76 LOVELL ROAD 02172 26991/98 PALLOTTA TR TRUST 287010 RLROY,BERNARD T %41 OVERLEA LLC 41 OVERLEA ROAD HYANNIS PORT, D12690SO MA 02647 287011 DEBLANK,PAUL M B& PAUL&LAURA DEBLANK 317 WEST PHOENIX,AZ 28410/270 LAURA K TRS REV LIV TRUST MONTEBELLO AVENUE 85013 MCPHEETERS,JOHN C CONSTANCE B 410 N NEWSTEAD ST LOUIS,MO 26972/20 287014001 TR MCPHEETERS Q P R T AVE.,SUITE 15S 63108 287014002 CRAIG CAPE COD LLC C/O USA D 120 S.CENTRAL AVE ST LOUIS,MO 27002/104 MCLAUGHLIN SUITE 1600 63105 http://maps.townofbamstable.uslarcims/appheoapp/AbutterReport.aspx?type=ZBA 718 Property Lbcation:29 IRVING AVENUE MAP ID:2 861 005//1 Vision ID:21556 _Account# Bldg#: 1 0 D 4 IRVING AVENUE LLC I Level ublie\Vater raved zcel View O BOX 47 as eptic t ANNISPORT,MA 02647J — SUPPLEMENTAL DATA Additional Owners: Other ID: Plan Ref. 472/68 plit Zoning Land Ct# ID Parcel #SR esExpt Qual Life Estate L 1 LOT-1 Notes: DI IS ID: 21556 ASSOCPID# RECORD OF OWNERSHIP BK-VOLIPAGE SALE DATE q1u1W SALE PRICE 9 QtVING AVENUE LLC 31394/294 07110/2018 U I LOYD,KATHLEEN E&FREDERICK P JR& 31016/295 01198R018 U I LARK,RHEA P TR 15495/231 '08/19/2002 U 1 LARK,RHEA P TR& 15485/229 08/19/2002 U I LOYD,FREDERICK P&MARCIA P 15485/227 08/19/2002 U I. LOYD,FREDERICK P&MARCIA P 7554/216 05131/1"1 Q 1 390,00 EXEMPTIONS- OTHER ASSESSME Year T e Description Amount Code -De lion Number TotaL .ASSESSING NEIGHBORHOOD NBHD/SUB NBHD Name Street Index Name Tracing 0119/A 'VOTES BUILDING PERMIT RECORD Permit ID Issue Date Type De4ori Lion Amount Insp.Date %Com . Date Cor. B35006 04/01/1992 AD Addition 3,000 01/15/1993 100 LAND LINE VALUATIO. B Use Use Unit I. Acre . C. # Code Description Zone D I Front De th I Units Price Factor .A. Disc Factor 1 1010 Single Fam AIDL-01 RF-1 4 0.12 AC 118,750.00 6.2720 5 1.0000 1.00 Total Card Land Units:1 0.121 ACI Parcel To Land Area: .12 AC, Property CO(:21ti=23 ATLANTIC AVENUE MAP ID;286f001/11 Vision ID:21552 - Account# Bldg#: I o HURRICANE HALL LLC r el ublic Water 1 aved 1: xcel View /oBW RESIDENTIAL LLC as 0 REIFSNYDER ROAD optic LEY,PA 19547 SUPPLEMENTAL DATA Additional Owners: Otber ID: Plan Ref. plitzoning Land Cl# 13297-C ID Parcel t#SR esExpt Qual NQ NR Life Estate DL I LOT 2 Notes: DL2 IS ID: 21552 ASSOCPID#1 RECORD OF OWNERSHIP BK-VOLIPAGE SALE DATE /u vA SALEPRICi W RESIDENTIAL LLC C217309 09/14/2018 U I 4,000,0 HURRICANE HALL LLC C200267 05/08/2013 U I 1 IHOUL,MARIA&HEALEY,MARGARET A C197457 06/2212012 U I ARNOLD,SUSAN K TR C115703 10/15/1988 U I ARNOLD,MARGARET BERDAN&ELDRIDGE W C54087 03/15/1972 U EXEMPTIONS OTHER ASSESS Year Type Description Amount Code Description Number 2010 N5C 0 RESIDENTIAL EXEMPTION 0.00 000 ASSESSINGNEIGHBORHOOD NBHD/SUB NBHD Name Street Index Name Tracing WFI VA NOTES BUILDING PERMIT RECORD Permit ID Issue Date Twe Description Amount Insp.Date %Comp. Date C- 52914 04/23/2001 NR New Roof 3,000 01/01/2002 100 LAND LINE VALUATI B Use Use Unit - L Acre C. 4 Code Descri tion Zone D Front Depth Units Price Factor FA, Disc Faciov 1 1010 Single Fam MDL-01 RF-1 4 1 0.40 AC 118,750.00 2.1816 5 1.0000 1.0t 1 1010 Single Fam MDL-01 RF-1 4 1.00 AC 2,375.00 1.0000 M 1.0000 1.0t Total Card Land Uoits;j 1.40JACI Parcel Total Land Area:1.4 AC r Proof of Publication PublxcatYon Date +e�g(w g� r•. t �3 {p117}p- •` � 'tY � �_ �4�PN-��� .ti r �_��.1�.E�� - - �+.�.- a( Town of Barnstable ) Town of Ba nstabte _ 1 Zaning Board of Appeals } ZaninD Board of Appeals.- k NdiceolPublie.HearingsunderlheZanngONlnance NblicedlPuhAcHearingsunderthaZon§gONinanee ss{ November14,2018- Novemberf4,2018 TdaA persorts imerested in oraHeded by the acfiens of the ZnninD fi{t- To all:parsons nterested Io gr atledod bythe action;ofJhe ZaNng t Board of Appeals,you are herelry rw1111ed,pursuant.to:5ecgon 17 0(i '• Board of Appeak,you are hereby n.,,! d;purs"I to.Se%it of f Chapter 40A of the General laws IN the CommlutwraEh of Massa- Chapter 40A at the;Gerreral Laws.ot.ine Coinmonwaatth,of Massa chusetts,and aA amentlmerds thereto,That.a public tcearinp'tm the! chusetts,and all.art a rrim, s therMin at a pubkic hearing on the( following appeals will be held on Wednesday,November 14,2018,ati loliow ng appeals will be haM'an Wednesday,November l4,2018,at. the time Indicated the time indicated," 'TOO PM � ' 7:oD PM'. Appeal No.2018-061, Connor.. 1 Appeal No.2018-061; ..•. Conner.:.'-. .t 'peter and Ann Connor have applied tot a Modification of Spec'al' Peter and Ann Connor have applied fora Modiflation of Special ' errnit 20+4-014,Condition No:,9 in order to change the hburs of Permit 2014.014.Condition No.9 in order idrchange a hours of e. inti at Barnstable Brewing. Currently,the hours of operation operatioh at Barnstable Brewing: Ctirrentl the hours:of operation. are from 10:00,AM through B.-W PM,.The applicants would Eke to 4 are from 10:00 AM through 6:00." The applicants'would like to - change the hours to 1tkD0 AM to a:00 PM for normal business opet- change the hours'to 10:00 AM to 8:0(1 PM fornurmal business oper- chatiange ]a add the hours.o(]0 00 AM.to 10:00 PM for special aliens and 10 add ilia hours of at 48 AM to Main PM for special everds:'The property.is located at 485 West Maln Street,Hyannis, everts.'The properly k located at 69 a West Main Street;Hyannis; MA as shown;ee Assessors Map 289 as.Parcel 223:11 h located In) MA ig drown si essessnr's Map ide as Parts)223:B is located in) the Highway Business(HB)and Residential B(RB)Zoning Dlstrict3, the Highway Business{HB)and Residential B(RB)Zoning Dist icts; ') 7:01 PM Appeal\No_2Di8-064 Chef. Sigmunds Chowder E 7:D1 PM App gal Np 2018-054 Cher Sigmund's Chowder Co.,..InF. . Chel'Sigmund's Chdwder Ca.,Inc.,as lessee;has applied for a i Chet Sigmond's Chowder Co.,Inc„as lessee,has applied for a Conditional Use Special Permit pursuant to Section 240-28 in order - • Conditional Use Special Permit pursuant]o Section 24o-2B In order to operate a retail business tor,the sale and delivery of clam chawdef to erate a retail business for the sale and deli21,11ondo; f clahowder and similar.products. The property Is located at 40 Industry Road- ando's impai products, The praperty,is located 0ktduRUnit 5,Mardons,Mills.MA as shown 6n Assessor's Map 058as:Par-� call SMarstixi Mich,MA'es'sli an Assessapa}Par-� 'col 028-DOE..ttIslocatedInhe Serviceand SD and col 026-00E:.It is located in the.Service and Distribution(SD)and the Service and Oisfibuted I(.SD-1)he SZoningervice a DIsMcLs:' -' the Set,.e od llist=IbuOor I(SD-1)Zoning Olstricm.-r w-• -� - - i 7:02 PM Appeal No.2018-065 - Hyannisport Club,fric, 7:02.PM -Appeal No.2018-065 Hyannisport Club.Inc. Hyannispart Club,Inc;.has',appfed.for a Special Pontiff pursum Hyection ort Club;. order to construct trustfor-:a:Speon floor employee ee - to Section 24D-93 in order-to construct a second floor employee to Section 240.93 in order to construct a second floor employee lounge and add0ioral office space as an expansion to the erdsting' lounge and addidaral oKea space as an expansion to the eAst'mp clubhouse.siructure.-The property Is located at 2lrvin Avenue, clubhouse structure,.rice,,The property tS located as 2l Par Avenue,it isl annis Port,MA as shovin'on Apssessoft Map as 263 Paicel•031:'h Is• loc; Port, e,as idenc'1B Assessor's'Map es e. Parcel 031: i ts'1 located.rn.the Residence B.(AB)and.Residence.Fd.(111 11.Zdnlnp lopted In the,Residence&(RB)and,Reside,nge;FY-(RF t).Zoning Districts. Districts r t These Pbtilie hearings wsl he�held at tiro Bar stable:7osva Hall;- 57 These public hearings w�libe held et tAd Barnstatle7owri HaB,367 Main Slicer.Hyannis,MA.Ftearing Room located.op the 2nd Floor„ - Main Street,Hyannis,.MA,-Hearing Room located.an the2nd Floor,F. Wednesday/November 14;20ta Plan!and appllcalidns majl,be rem' Wednesday;Nw2mber14;2018 Plans'and appGiaOdos maybe re vi6wed at the Zaning.Board of Appeals Office,Planning.artd Deiretap-: yiewed at the Zoning Board of Appeals 081ce,Planning and Develop-4 ment Departme d,Tavel 010rrs,200 Malri Street,Hyailn(s,d mem DepartrneM;Toian Offices,200 Main Street,Hyannis,MA, .Barnstable Paidot •Alex Rodolalds,Char :,... .•Barnstable Patriot. :! ir.•'• Alex Rodolakis,Cha+r... 1026 i hate ' - '" Zoning Board of Appeals' '-10f28,i112118 7nning Board of Appeals i P oof of Publica ion Publication Date .� ,_.r r .-.• ....rtOWn Gf Barnstable "' Town of Barnstable { ( Zoning Board ofatppeals Zan rig Board of Appeals Nobs M Publlc Hearrnga undef the Zaninp O dinanee I r Novamber 14,2618. NotioaWPubllcHearngsunderlheZoninpDrdance _.- I 4 2016 :. G To all Novemberi persons lnsrested'a draffeR�abyttte ACtl063 of N Zoning r n To a0 persons hdaresled tear atte4ted hy.'he actions of the Zaninp! .. Board of Appeals,you are aerehy rmeq•2rxsuam to Section 11 01; Board o1.Appears,you a a hereby notified,pursuant to Section 11 of' Chapter 40A of the General Laws of the�ommomvealth 01 Massa=' i Musa%and ali'amendments thareto that a Publlc•hearing on the I Chapter 40A o1 the General tthe 1,6t that a pubrcehear n0 folbwinp appeals will be held or Wednasday„Novi'i ii 14,2018;a! Chusetts,and aA amterdmortts '-following aDPeals will be held on Wednesday,Noveniger 14 2018 ai', ( theOme in rated. J 1 .., ; thetimeindiceted: a 1\ Cbnrwr ['r 7:00 PM Appear Na 2016.081 l -�• Corinar 7.00 PM Appeal No 2018-061 Pater and Ana Connor have applied f r'a Modification of 8pec'ial•- t• Peter a d Arm Connor have appr�for a M�ficatio,of Special 'Period 2014-014,Coodkrorl No_9 in order to change me hours of c .I Permit 2014-014,Condition No.9 to order to Chang.the hour's of (:'aperatiod aLBarststaok;8rewinp,-.'Cummjly,the hours of Operation a r opera0an at Barnstable-Brewing. Currently,the hours of would 118 to are from 10:00 AM through S:DO PM.-The anp'icants would-like to•are from 10:00 AM ttlrough 6;00 Phi The appllrants would I ke m`, ;.change the hours to 10:00 AM to 8:00 PM for normal business oper-- ahange the hours to 10;00 AM to B. PM far normal business oiler-i ?ato and to add the hours o1 SO:OQ AM-to 10-00 PM for special' aliens and to add the hours of 10:00 AM to 10:00 PM for special events:"The proper,,is lkated'at 485 West Maln,Street,Hyannis, .vents. The property it located at 485 West Main Street Hyamtis,, f.MA'as shown On Assessors.Meg 269 Es Parcel 223:,It is rotated In} MA as shown on Assessors Map 2S as Parcel 223. It is Imated.in 1 the Highway 8 sloes(HB)and Res(den iai B(RB)ZDpinp Districts, I the Highway Business(HB)and Residential B(RBl Zoning f hicts. 1 (.- , . .. - . . . ' Chet Silimund's Chowder' YV PM Appeal No 2018.064`-: Chet Sigmund's.Chovider No.2018-064._ Co_,Nc. . ..._ ... i 7:01 PM -APPe - r: .Cbef-,Stgmund's.Chowder Ca:;Fnc,as losses,has,-applled for a; a.,trio.' Chet Sigmund'.ChowdefCO.,Inc,as lessee, has applied fora Conditional Use Special Permit pursuant 10 Section 240-28 In order. Cond tro.1 Use Spada,Permit Pursuant to Secllon 240.28 in order i to operate a retail business for the sale and delivery of clam'ehowder in operate a recall business for the sale and delivery of clam chowder and similar products..;Ttls property Is located at 40 Industry Road- .;.,and similar products.The property is located at 40 Industry Road'; `Unh 5,Marstons Mills,MA as shown on Assasoes Map U58 as Par-. U as shown an Assessors Map I)58 as Par- k 1 eel 028.00E It is located Ir the Service and Distribution(SD)and Urdt 5,Marston.Mills,M t r cal 028.00E. It Is located m the SeMce and Distribution(SD)and the Service and Distribution 1 SD 1 Z . (. } otrinp Olshltts. , f theServiCearx101sblhutonl(SA-1)ZdningDlsinets ,- 7Q2PM Appeal No 2g18085 y.. " t Hyannisport Club,Inc. . 702 phi Appcel No 2018;065. Mimisport Club In, {{ Hyannisport Cluh Inn has appged!or a Special Permit pursuard Hyanntspprt C ub,Inc,,has OPT for.a Spada,Permit putspard f ;,,to Section•240-93.In order.>o constrget a second floor.employee y to Section 240-931n order to Cnnsimct a second floor amp'byea) lounge and additional oPoce;space as an'axpans'or to the existing lounge and additional otlice4 space as an expanslon to the existing I clubhouse structure-The property Is located at 2 Irving Avenue;fly-'} clubhouse structure. The property is located at 2 Irving Avenuai Hy-+ annls Port,MA as shewo on Assessor's Map as 266 Parcel.031_1t isf MA as shown 0n Assessor's Map as 266 Parcel 031. 0 is' -:totaled in the Residence B(RB)end Residence F.1 (RF-1)Zoning r anrds Port, B and Residence F-1 (RF•1)Zoning; i.Districts located In the Res Bence B(A ) r Disulcls. *' These public hearings will be bald at the Barnstable Towrl(fall,3671 These public hearings will ba held at the Barnstable Town Hatl 367 i Main Street,Hyannis,MA,Hdaring Room)orated on the 2nd Hoot;i Main Street,Hyannis,MA,.Hear rip Room wcated an the 2nd Floor; Wednesday,November 14,2018. Plans and.applicatlons.may be re- Mai nStree,esday.Hyannis.Novemb 1 ,2D78.„Plans and applications may he re at the Zonlnp Board of Appeals Office.Planning and Develop iviewed at the Zoning Board of Appeals Dtrica,Planning and Develep+ p merit Daparftlai Town Of lces;.200 Main Street,Hyann's,MA ''�-menl Department,Town Dfftces,200 Main Street,Hyannis.MA- " .:'r _ -•-- • :. j ,•- _ _ - Barhstable Patriot Alex Rodolakis,Chair Bams[ahie Patndt Alot{ -1-kis,Chair:_ INN,1IM18 Zoning Board of Aooeahz BARNSTABLE REGISTRY OF DEEDS Jahn Fr WWI Register Town of Barnstable CF SHF r� . �o Building Department Services Brian Florence,CBO BARNSPABL + y MASS. Building Commissioner satin, �p 1639• 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Construction Control Package Site Address: Z tr-sC. #d-F. mA Arch itect/Engineer: MdQ1%.1VIL w1 G - t w1C. Name: CIL1 C. Cb`OOtt1A UYII. P.Z. Address: ¢o to-14 61 C..®"CU KV •r#A o Z63S Telephone: SoB 4404- 0 KI Email: Contractor: Name: �4fL.`{ • Say2A. Address: `{,W o cis IT Ot.�fishr. No.. Telephone: I C � • Email: C-S-S C. x0ro a(C 1L.0 nMlt+-TQ;Y Owner: Name: S C.O-rT' SM Address: 2 1tLst^1� A�J�y �.hi004&�Ajf OQ.T{thA Telephone: 50g 07115 _ 06(.9 ,NOISIA1 Email: 'S c.Cmr Q 144 AF%U.1 t C? C~t.LIZ . c c*%% ' zi 631610i 37OwNsys j0 Nmol 8-14 -�( Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the ninth edition of the ' Massachusetts.State Building Code, 780 CMR, Section 107 Project Title: Date: Property Address: �ANA•.lo.t.15 f- ct.ti'c3, Z i t Alit L, N`t n: 1�i t s 'T Project: Check(x)one or both as applicable: New construction)G Existing Construction�C Project description: A;vl� t o CX .L Cx �4�r,— GaG (.PgJ2o I MA Registration Dumber: Expiration date: ,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Stru Mechanical Fire Protection Electrical Other. for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and, accepted engineering practices for the proposed project I understand and agree that I (or my . designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. I Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. tH OF Upon completion of the work,I shall submit to the building official a Tinal'.Co Document'. ERIC Enter in the space to the right a"wet" or " CrC electronic signature and seal: • «tiUC7U"��L o as9G2 Phone number: Email: �GGV12�; r � " Building Official Use Only [Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.lf'other'is chosen,provide a description. Version 01012018 N19. FIB 12 AMll- O2 TVZS10 1 v Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvemen Goffl`ractor Registration Type: Corporation ROGERS AND MARNEY, INC. X Registration: 164688 P.O. BOX 310 Expiration: 10/29/2019 OSTERVILLE,'MA 02655 H a Update Address and Return Card. SCA 1 Cr 20M-05/17�j �/LP (Qw�3t�r�zo7L[Iie¢GG1L�V[�GpQ6dC�zUJe�L Office of Consumer Affairs Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration,, Expiration Office of Consumer Affairs and Business Regulation 8 16468 10/29/2019 10 Park Plaza-Suite 5170 ROGERS AND MARN Y NG Boston,MA 02116 GARY SOUZA - 445 WEST BARNSTABL`E. . OSTERVILLE,MA 0265 o Undersecretary Not valid itho sig ture l a f' Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Consort&tt,Nbpwisor CS-102999 �ires:08/16/2020 GARY J SOU7A x P.O.BOX 310% 'v OSTERVILLE Mkq-2615 0 Commissioner 1, The Commonwealth of Massachusetts r Department of Industrial Accidents a I Congress Street,Suite 100 Boston, IYIA 02114-2017 wwmmass.gov/dia «orkers' Compensation Insurance Affidavit: Btulders/Contractors/Electricians/Plunibers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant[nformation Please Print Legibly Name (Business/Or.-anization/Individual): Rogers & Marney, Inc. Address:445 Osterville West Barnstable Road City/State/Zip: Osterville, MA 02655 Phone Tr. 508-428-6106 Are you an employer:'Check the appropriate box:' Type of project(required):1.® [am a employer with employees(full anrGorpart-time).'" 7. ❑New construction '_.❑I am a sole proprietor or partnership and have no employees working for me in S. EJ Remodeling any capacity.[No workers'comp.insurance required.] ❑3.7 l am a homeowuer doing*all work myself.[No workers'comp.insurance required.). 9. Demolition 4.❑[mn a homeowner and will be hiring contractors to conduct all work on my property. [will 10 Building addition ensure that all contractors tither have workers'compensation insurance orate sole I LE]Electrical repairs or additions proprietors with no employees. 1?.❑Plumbing repairs or additions 5.® l am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have elnployees and have workers'comp.insurvue.= 13.[:]Roo f repairs 6.❑We are a corporation and its officers have exercised their right of exemption per:b[GL c. 14•❑Oth r'e 152.§ll4),and we have no employees.[No workers'comp_insurance required.] ".env applicant that checks box#I must also till out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -Contractor that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have emplovees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for lily employees. Below is the policy crud job site information. I,..IQ4inr�t I Inrlpn+iri}p Insurance Company Name: �116�5'R'A.L % Policy#or Self-ins. Lic. ` '`T: 31 ,33L- CI'O) Expiration Date: 1�� Zoo Job Site Address: A6/CC City./State/Zip: -��(p,�N1t�p�--[_ ^A 02160 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under ivlGL c. 152, �-25A is a criminal violation punishable by a tine up to St,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 S?50.00 a day aaalnst the violator. A coov of this statement may be forwarded to the Office of Investigations of the DLLk for Insurance coverage verification. /do hereby certify lure gins aitr(p n Ides of per jury that the infornrntian provided above is true and c rgr�eet. Sianature: Date: Phone µ:508-412 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: ROGERS & MARNEY, INC. Subcontractor Workers Compensation Page 1 Insurance Policy Report System Date: 01-04-19 System Time: 8:48 am Vendor Name WC Insurance Co. Policy Period 346 CANCO FIRE SPRINKLER SERVICES EVEREST NATIONAL INS CO 04-18-2018 - 04-18-2019 5300003107181 349 PAUL J CAZEAULT & SONS ROOFING LM INSURANCE CORPORATION 08-10-2018 - 08-10-2019 WC5-31S-386670-028 414 JD CUSTOM BUILDING, INC FARM FAMILY CASUALTY INS 09-17-2018 - 09-17-2019 2001W7511 941 JUSTINO PAINTING, INC. TRAVELERS 03-21-2018 - 03-21-2019 7PJUB9F56272918 1012 R&S LAFLEUR, LLC MERCHANTS MUTUAL INSURANCE'COM 07-01-2018 - 07-01-2019 WCA9100869 1101 MAC DAVIS FLOORING UNION INSURANCE CO OF PROV 10-24-2018 - 10-24-2019 5H9291019 1216 NE REFRIGERATION & HEATING NEW ENGLAND REFRIGERATION & HE 03-09-2017 - 03-09-2018 MAARP302589 1316 OFFSHORE PLASTERING LIBERTY MUTUAL FIRE INS CO 04-11-2018 - 04-11-2019 WC231S372742018 1627 J.P. SMITH BUILDERS INC. LM INSURANCE CORPORATION 12-17-2018 - 12-17-2019 WC5-31S-356892-038 .A DATE ACOR D` CERTIFICATE OF LIABILITY INSURANCE 14._� 01/02/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Applied Risk Insurance Services, Inc. PHONE FAX 10825 Old Mill Rd AIC,No,Ext: (.877)234-4420 (A/C,No): (877)234-4421 Omaha, NE 68154 E-MAIL ADDRESS: PRODUCER (877)234-4420 CUSTOMER ID# INSURER(S)AFFORDING COVERAGE NAIC fl INSURED INSURERA Continental Indemnity Co. 28258 INSURER B: Rogers & Marney, Inc. INSURERC: PO Box 310 Osterville, MA 02655-0310 INSURERD: CTL 1273 1505727 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR IADDI;SUB POLICY EFF POLICYEXP LTR TYPE OF INSURANCE INSRII WVD POLICY NUMBER MM/DDIYYYY MMIDD/YYYY . LI ITS GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY FIE] ❑ DAMAGETO RENTED $ CLAIMS MADE OCCUR MED EXP(any one Person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER POLICY ECOT I I LOC D T - ti $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO FIE] ❑ Ea accident) $ ALL OWNED AUTOS BODILY INJURY Perperson) $ _ SCHEDULEDAUTOS $ HIRED AUTOS PROPERTY DAMAGE Per accident $ NON-OWNED AUTOS $ $ UMBRELLA LIAB�OCC:UR EXCESS LIAB CLAIMS MADE EACH OCCURRENCE $ ❑ AGGREGATE $ DEDUCTIBLE RETENTION $ WORKERS COMPENSATION X WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N ITQR ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A ❑ 3 7-5 8 5 3 3 2-01-01 01/01/2019 01/01/2020 E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 Icy DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach Acord 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Rogers & Marney, Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO Box 310 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED Osterville, MA 02655-0310 IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1783118 ACORD 25 (2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved • ROGER-1 OP ID: MP ,acoRO" CERTIFICATE OF LIABILITY INSURANCE DATE 10125/2018 /2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - - CONTACT Northwood Ins.Agency,Inc. PHONE Matthew Paharlk FAX P.O.Box 187 A N Ex :508-393-2455 A/C No):508-393-2955 Northborough,MA 01532 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:General Casualty Insurance Co. 24414 INSURED Rogers&Marney,Inc. INSURER B Gary Souza P.O. BOX 310 INSURER C: - - Osterville, MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBIR - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL I.JABILITY EACH OCCURRENCE - $ 1,000,000 CLAIMS-MADE OCCUR CCI0395621 03120/2018 03/20/2019 PREMISES Ea oecu ante $ 100,000 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ - 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 ET LOC 2,000,00POLICY J OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea ccident $ 1,000,000 a A ANY AUTO CBA0395621 03I20/2018 03/20/2019 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PRO acPERTYDAMAGE $ - AUTOS Per cident UMBRELLA LIAB HX OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE CCU0395621 03/20/2018 03/20/2019 AGGREGATE $ DED I X I RETENTIONS 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE r-1 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ` NIA A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION TOWNBAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD: f" Town of Barnstable Building Department Services AAA.A. o �oFT rO�sti Brian Florence, CBo BARNSTABLE a ns7ne�•cer,any.cevrt.nrxvn� ::3151V.Y5 MILS•�PNLLE•'1T.ST dAi'aSfA6:E Building Commissioner 1639D ^ STAB ss. Y 200 Main Street H Hyannis, MA 02601 9 Mn �''°rfvr a10 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 12, 2019 Mr. Scott Smith, General Manager �l Hyannisport Club Inc. c/o Attorney Mark Boudreau 396 North Street Hyannis, MA 02601 RE: Site Plan Review#011-19 (SPR 076-18 Revised) Hyannisport Club, Inc. (2`Irving Avenue, Hyannisport, MA Map 266, Parcel 031 Proposal: Applicant proposes to enclose second floor area of the Hyannisport Clubhouse to create an employee lounge and make modifications to the existing office space. No site modifications are contemplated. Total proposed s.f. of Club House will be 12,619 s.f. representing an 800 s.f. increase from SPR 076-18 and ZBA Special Permit 2018-065. No expansion of use is proposed. Dear Attorney Boudreau: At the formal site plan review meeting held March 7, 2019,the Site Plan Review Committee found the above-referenced application to be approvable subject to the following: • Approval is based upon and must be constructed significantly in compliance with siteplans entitled"Hyannisport Club, 2 Irving Avenue" one sheet, dated October 25, 2018 prepared by Baxter Nye Engineering & Surveying, Hyannis; and, floor plans and elevations, 19 sheets, dated November 13, 2018, prepared by Paul F. Weber, Architect, LLC,Newport RI; also, letter dated October 31, 2018 from Matthew Eddy, P.E. identifying septic flow calculations and approved by the Health Department. • Modification of ZBA Special Permit 2018=065 will be required. • The granting of a special permit from the Zoning Board of Appeals for the expansion of a non- conforming building will be required. • Modification of the Building Permit associated with this project will be required subsequent to the granting of the special permit modification. • Fire alarm and sprinkler system will need to be extended to cover the proposed additional square footage at the building permit stage. • Subsequent to .the granting of relief from the Zoning Board of Appeals, the Hyannisport Club Inc.'s licenses are required to be amended with updated descriptions of premises. i • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a certified"as built" site plan and a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. Sincerely, l Ellen M. Swiniarski Site Plan Review Coordinator CC: Brian Florence, Building Commissioner, SPR Chairman Deputy Chief Dean Melanson Licensing Dept. Health Department Zoning Board of Appeals „. ov ._ FLA RA _ `y r x PAUL F.WEBER / , ARCHITECT,LLC. _ • , c ... �.f +'''. ... ” 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 2r MI Fax.401.849.3397 ' ,' w �, ,� „ »': - ►` : www.ptwarchitect.com } Ww:: . . •���>�#��+ ���"r �:' MAT �xa y yr g ay sue# _ a: `;.. A € ' . sr" r... .. .., an ,.. r ' K xs ,,,, . . .� : :x s W x a .. *4* 3 • a e :fix. .,. 39 _ . r, . ' N -1 S �,.- �P 01 4 * 35%, r IRVING AVENUEft ' . . :.. ,fix ' _. _ a- m,. ; `Y: - t ," " I 8 HYANNIS PORT �MA ' X � �8` a s . 1 �s '' 40 ¥ a. . - _ v45 - - << - w -,t= �. 3 c * . ?^ran kjj4 - '["+F?r e•+3* , 51 w G r�#,$<-.r •#TY iss '' A`-. ^ * .. .. hbk.1601 kV �' • X. s • $"9t♦*.r -- 25' Revision: 3q b fi $ 4� ,r i' _ sr _ ,ir x e Y �,�; fc _ A. `g : 71 ,�.,'� fja;�cock Ledge �:. � $R` �i �#iwr`R� 'is•..:,:s .�+.,+.s..«o+ w+.a��a_:Y ._... . ,mac � - ;:,tea,:`g.., ._ �,n� .. [,�;s' t � ,r,.`"r 2 b 68. • & l * $ Phase PERMIT SET ¢'�r 2 i efMMY'*'. mil' s D—pfi 2 4' ;s ♦ t < 45 COVER PAGE 48 r: 0 _ r e ~ v.aawll, d i s r .. ,. : p �.. O 4n Dace Issued 12.06.2018 } y i � _�', $ Scale. AS NOTED a 1 *:00 1y,, 4 t 32 ,-P4� WEBER ARCHITECT.LL 10A _ $ _ y .7-6 c S 56 T4 � y �,. �` ,: a. .. ._ '>,. •«"�»`- 'ram'' �4 PAUL F.WEBER General Notes Drawing Index ARCHITECT,LLC. 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE C. DIMENSIONS FOR INTERIOR WOOD STUD WALLS ARE 0 OF MASSACHUSETTS BUILDING CODE. TO FACE OF STUD.ALL EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE INDICATED. N 449 Thames Street 2. EXISTING HOUSE TO HAVE SELECTED DEMOLITION AS SHOWN ON DEMOLITION D. CRITICAL CLEAR DIMENSIONS REQUIRED ARE INDICATED 'E Suite 202 DRAWINGS.HOUSE IS THEN TO BE MOVED ON TO NEW FOUNDATION AS AND ARE TO FINISH FACE OF WALL. n Newport,RI 02840 SHOWN AND LOCATED ON CIVIL DRAWINGS. E. DIMENSIONS FOR FIXTURES ARE FROM FINISH FACE TO Tel:401.849.3390 CENTERLINE OF FIXTURE. Fax:401.849.3397 3. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA OR CONDITION APPLY TO OTHER SIMILAR AREAS OR N 11. FURNISH AND INSTALL WOOD BLOCKING WITHIN WALL ASSEMBLIES 0 CONDITIONS UNLESS OTHERWISE NOTED. TO FACILITATE THE SUPPORT AND ATTACHMENT OF ALL ' FIXTURES AND EQUIPMENT ACCESSORIES,AND FIXED CS COVER SHEET X www.pfwarchitect.com 4. THE USE OF THE WORDS"PROVIDE"AND/OR"FURNISHED"IN FURNISHINGS(INCLUDING METAL SHELVING SYSTEMS).NOTE A000 GENERAL NOTES,SYMBOLS,MATERIALS,AND DRAWINGS LIST. X CONNECTION WITH ANY ITEMS SPECIFIED IS INTENDED TO MEAN, THAT TOPS OF METAL SHELVING RANGES FOR SINGLE FACE UNLESS OTHERWISE NOTED,THAT SUCH ITEMS SHALL BE SHELVING ARE TO BE WALL ANCHORED TO BLOCKING. FURNISHED,INSTALLED,AND CONNECTED WHERE SO REQUIRED. 12. ALL PIPE,CONDUIT,WIRE,AND DUCT PENETRATIONS THROUGH ARCHITECTURAL 5. ALL DIMENSIONS OTHER THAN PURELY ARCHITECTURAL WALLS,FLOORS,SLABS,AND CEILING ASSEMBLIES ARE TO BE - - - - - DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS SHALL FIRE STOPPED MAINTAINING FIRE RATINGS WHERE REQUIRED.ALL BE FIELD COORDINATED BY THE CONTRACTOR WITH THE CONTROL JOINTS,VERTICAL AND HORIZONTAL,AT FIRE RATED STRUCTURAL DRAWINGS AND THE WORK OF THE CIVIL, WALLS ARE TO BE FIRE STOPPED WITH FIRE SEALANT, LANDSCAPING,STRUCTURAL,PLUMBING,FIRE PROTECTION, MAINTAINING FIRE RATINGS WHERE REQUIRED. A101 SECOND FLOOR PLAN X MECHANICAL AND ELECTRICAL TRADES,AND ANY A102 THIRD FLOOR PLAN X - INCONSISTENCIES REPORTED TO THE ARCHITECT BEFORE 13. ALL PIPE,CONDUIT,WIRE,AND DUCT PENETRATIONS THROUGH A102F THIRD FLOOR FRAMING PLAN - X PROCEEDING WITH THE WORK. WALLS,FLOORS,AND CEILINGS ARE TO BE ACOUSTICALLY SEALED TO PREVENT THE TRANSMISSION OF NOISE. A103 ROOF PLAN X 6. FIELD MEASURE TO COORDINATE FIT AND FACILITATE SHOP A200 BUILDING ELEVATIONS X DRAWING PREPARATION FOR ALL SYSTEMS AND COMPONENTS OF 14. PROVIDE CONTROL JOINTS IN CONCRETE SLABS.PROVIDE CONTROL A300 BUILDING SECTIONS X THE PROJECT. JOINTS WHERE INDICATED OR AT A MAXIMUM SPACING OF 20'-0" A301 BUILDING SECTIONS X IN BOTH DIRECTIONS TO ESTABLISH MAXIMUM 20'-0"x 20'-0" A310 .WALL SECTIONS - X 7. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL LUMBER SIZES AND PANELS.PROVIDE PRE-COMPRESSED FILLER STRIPS AT 1/2" SPACING,STRUCTURAL STEEL SIZES,ALL CONCRETE CONTROL JOINTS AROUND ALL STRUCTURAL MEMBERS THAT - A311 WALL SECTIONS - X REINFORCEMENT,UNIT MASONRY REINFORCEMENT,STEEL PENETRATE THE SLABS. A400 EXTERIOR DETAILS X LINTEL SIZES,RELIEVING ANGLE SIZES,CONCRETE FILLED LINTEL A600 SECOND FLOOR REFLECTED CEILING PLAN X BLOCKS AND OTHER REQUIREMENTS FOR LOAD CARRYING 15. ALL ROOF BLOCKING IS TO BE PRESSURE PRESERVATIVE TREATED. A800 WINDOW AND DOOR SCHEDULE X MEMBERS.STRUCTURAL DRAWINGS SHALL GOVERN FOR LOAD ALL SILL LUMBER AND LUMBER N CONTACT U I C C WITH CONCRETE IS CARRYING MEMBERS. TO BE PRESERVATIVE TREATED. ELP101 SECOND FLOOR ELECTRICAL AND POWER PLAN X ELP102 THIRD FLOOR ELECTRICAL AND POWER PLAN X ' 8. REFER ALSO TO CIVIL,LANDSCAPING STRUCTURAL,PLUMBING,FIRE 16. REFERENCE TO CUSTOM MOLDINGS IS FOR DIMENSIONS AND/OR PROFILE PROTECTION,MECHANICAL AND ELECTRICAL DRAWINGS,AND ONLY;SUBSTITUTION OF MOLDING OF EQUAL SIZE,MATERIAL AND - APPROVED SHOP DRAWINGS FOR LOCATION AND DIMENSIONS OF QUALITY MAY BE MADE WITH APPROVAL OF THE ARCHITECT. l it 1 CHASES,INSERTS,OPENINGS AND PENETRATIONS,SLEEVES, STRUCTURAL DEPRESSIONS,EMBEDMENTS,AND ATTACHMENT REQUIREMENTS 17. CONTRACTOR TO VERIFY COMPATIBILITY OF ALL MATERIALS TO PREVENT ADVERSE T`./l z FOR ALL SYSTEMS.THE CONTRACTOR IS TO COORDINATE ALL INTERACTION AND MATERIAL FAILURE THAT COULD OTHERWISE RESULT. S100 FOUNDATION/FIRST FLOOR FRAMING PLAN X EMBEDMENTS AND PENETRATIONS AND ALL ATTACHMENT - S101 SECOND FLOOR FRAMING PLAN X E 1 REQUIREMENTS FOR STRUCTURE,SYSTEMS,FINISHES,FIXTURES 18. EXTERIOR WOOD TRIM AND WOOD SIDING IS TO BE BACK PRIME-PAINTED S102 ROOF FRAMING PLAN X AND EQUIPMENT. PRIOR TO INSTALLATION. - - F.L� J O 9. DO NOT SCALE FROM DRAWINGS. USE INDICATED OR CALCULATED - 19. INSULATION SCHEDULE: DIMENSIONS AND ELEVATIONS IN THE FIELD.NOTIFY ARCHITECT ROOF:TO MATCH EXISTING,AMOUNT REQUIRED BY CODE. IMMEDIATELY AND BEFORE PROCEEDING WITH RELEVANT FOUNDATION WALLS:2"RIGID TUFF8DRY SYSTEM OR SIMILAR APPROVED BY ARCHITECT. v� ASPECT OF THE WORK OF ANY LAYOUT CONDITIONS THAT ARE NOT WALLS:ICENINE OPEN CELL INSULATION,AMOUNT REQUIRED BY CODE. - V 1 CONSISTENT WITH THE PLANS OR THAT WILL IMPAIR LAYOUT. 10. DIMENSIONING FORMAT FOR THE ARCHITECTURAL DRAWINGS IS OUTLINED AS FOLLOWS: ►,..,c/.{ A. DIMENSIONS FOR CONCRETE ARE FACE OF CONCRETE UNLESS OTHERWISE NOTED B. DIMENSIONS FOR MASONRY ARE TO ACTUAL FACE UNLESS _ x CENTERLINE IS INDICATED - - - Materials Earth/ Plywood Porous Finish W _ ,ob.:1601 Compact Fill Fill/Gravel Wood® Re..o ® Common/Face Batt/Blown 0 Cast-in-Place/ Blocking Brick Insulation Precast Conc (Non-Continuous) Acoustical Small Scale Spray/Foam Metals ® Tile ® Concrete Block Insulation ® Rough Wood Gypsum Large Scale Rigid/Board (Continuous) Wallboard Concrete Block Insulation Phase: PERMITSET D—ipti— - GENERAL NOTES,SYMBOLS,MATERIALS,AND DRAWINGS LIST Date Issued: 12,06,2018 Handicap Access Tag Symbols ry�l bols List Construction Tag x x x X Scale: AS NOTED x Door Tag xxxx Interior Elevation Tag x Axxx x Section Tag x 0 2018-PAUL WEBER ARCHITECT,LLC x Axxx X Enlarged Detail Tag AX.x Title Tag 1 FIRST FLOOR PLAN SCALE:1/4^-1'-0" Window Tag O Floor Elevation T.O.X FLR L1 - ELEVA"� Room Tag L2 Revision Tag Materials Note Tag Oi A000 0000 l- PAUL F.WEBER 2 } } SCOPE OF WORK ARCHITECT,LLC. A200 � - 1 A301 A312 A301 A300 O 3 A2� 449 That Street - EMM Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 10 11 12 1 14 15 1 17 O /4 www.pfwarchitect.com I I I I I �� �I 2 178 e-A.,WALKIN WALKIN WALKIN - - - FREEZER FREEZER FREEZER 5 STORAGE 4 I ROOM 4 � 00 102 3 w _ iii fit 2 � A300 - UP I as LL ova - . WOMENS N Ix DISH WASH RESTROOM MENS IREST�ROOM A E ILI SERVICE BAR lob N:1601 - Revision: BAR DRY - STORAGE STORAGE O Ph — — — ase: PERMIT SET RES ROOM Description: SECOND FLOOR PLAN — — Date Issued: 1 Scale: AS NOTED NOTED 02018-PAUL WEBER ARCHfTECi.LLC 1 SECOND FLOOR PLAN A101 SCOPE OF WORK A2oo A3o1 A311 A2� A3o1 A3oo PALJL F.WEBER �� �� ARCHITECT,LLC. AA AA AA NMI AA AA AA AA AA o I 449 Thames Street ,,� Suite 202 10 Ill 112 113 1114 1115 16 117 ' Newport.RI 02840 Tel:401.849.3390 307 I I I 17 Risers @ 6.82" - Fax:401.849.3397 2 / IA300 NOTE: 16 Treads @ 11" A A .I www.pfwarchitect.com AREA WITH EXISTING HVAC UNIT 000004� 9 — _ — TO BE RELOCATED FOYER ': $ NOTE: OFFICE 307 % 7 — — — FIELD VERIFY LOCATION OF THIS 306 16 EMPLOYEE I WALL TO BE ALIGNED WITH WALL — — — BELOW,SEE STRUCT.DRAWINGS 5 MEETING ROOM i 4 13 -- - , AA STORAGE A200 AA ' . Uj . . .. . . . . .. .. . . . .. . . . . . . . . . . HALL 304 C V1 NOTE: ' AREA WITH EXISTING UTILITIES, HVAC UNIT AND DUCTWORKTO BE ;' —. l STORAGE STORAGE RELOCATED AND OR '° 303 CONSOLIDATED TO MAXIMIZE CLOSET I N SPACE I ' Y�I OFFICE OFFICE w ' 303 lob k:1601 1 - I. - - - — SERVER/DATA 1 TELEPHONE Phase: PERMITSET 301 .. THIRD FLOOR PLANLAV. .. i.,,:..ii, 13-11-d: 12,06,2018 IL Scale., AS NOTED NOTE: I INFILL EXISTING OPENING AS pN 0 2018 PAUL WEBER ARCHITECT, NEEDED WITH SIMILAR MATERIALS. j - LLC THIRD FLOOR PLAN Al 02 1 SCALE:1/2"-1'-0" 19'a8" za'-z °V.I.F. PAUL F.WEBER 3 7-5a" 3 3 2 - SCOPE OF WORK ARCHITECT,LLC. A300 3 A301 A311 azoo I A301 A300 - p 6'o-,' 2'51" 6. �� 2'-5-" 4'-13' T-5 L. 4,_4"• 449 Thames Street — — -1 Suite 202 ...................._...--"---................... Newport,RI 02840 AA AA AA AA AA AA AA AA Tel:401.849.3390 Fax:401.849.3397 / 10 111 1 13 14 15 16 17 / I o www.pfwarch itect.com $ 17 Risers @ 6.82" — - I 2' 4 16Treads @ 11" - j NOTE: I AA j AREA WITH EXISTING HVAC UNIT TO BE RELOCATED — ': ;-% _ s — — — EMPL FOYER AA I 7 6'-6" MEETING O O NOTE: OFFICE o 307 — — — FIELD VERIFY LOCATION OF HIS 306 - - % 300 WALL TO BE ALIGNED WITH ALL c '- 16 1 BELOW,SEE STRUCT.DRAW114GS 5 306 r7l. 4 — — — , 13EF— j o STORAGE I 23'3 q" AA rl Ia'v.[. . 32s ./ .,., ., ., ..... .,. ... ,. .., .. / .. „ .. .. .. ... ... .. .. .. ./,., ., .. /. .. , HALL ,,,;. .. ;:, :,.....- .; ,.., NOTE: ,.; .:; ;;, ';";:"" .,,; ;,;= •� tw-I "• AREA WITH EXISTING UTILITIES, :- 1 V-42" - u'-54" � /4'-118" % N HVAC UNIT AND DUCTWORK TO BE %`• STORAGE RELOCATED AND OR T — 303 CONSOLIDATED TO MAXIMIZE ;' BB �I II BB II �,� CLOSET SPACE OFFICE OFFICE 302 301 �'=:%i- ':����;;%�`'%%•ram%YG'""%.'i, 70 ry+l nnc lob 1:1601 Revision: 6'-1§' et {f n; ~' SERVER/DATA % TELEPHONE % 1 F-4z„ 9'-7� % — — — — — — De riPtlon: THIRD FLOOR FRAMING PLAN i 302 301 :�i 2 Dam Issued: 12.06.2018 / AS NOTED LAV. 0 2018-PAUL WEBER ALi RCHITECT,LLC NOTE: �F7 1 IA1Ci11 Lv1CTIN1r.(1DLN11NV]AC nnl Al THIRD FLOOR FRAMING PLAN 02F 1 SCALE:1/2"-V-0" n 2 3 PAUL LLC. F.WEBER 3 SCOPE OF WORK A2W A301 A312 ` A2oo A3o1 A300 ARC 449 Thames Street Suite 202 Newport,RI 02840 - I Tel:401.849.3390 _ Fax:401.849.3397 i I2 www.pfwarchitect.com .A300 LOPED RICKET,CONTRACTO O VERIFY SIZE LOCATION,SL �ND RAIN WATER COLLECTIO NEW GUTTER TO MATCH EXISTING TYP.I t a I I A3 00 _ I I L S A T S I L S R F A2� - T T 711S I R SPECS I I 14 W . i 1 A301 i SLOPED EPDM,ROOF..TURN UP_24"ON EACH - - SIDE,:CONTRACTORTOVERIFYSIZE` LOCATION AND SLOPE. N I� BB BB \ Job N:1601 \ I Revision: PORTION OF EXISTING RC)OFTO-REMA Ph. N CONTRACTOR TO COORDINATE WITH BB Phase: PERMIT SET Description: ROOF PLAN Date Issued: 12,06,2018 Scale: AS NOTED 0 2018-PAUL WEBER ARCHITECT,LLC 1 ROOF PLAN Al 03 PAUL F.WEBER ARCHITECT,LLC. O 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 —r-KOPE OiWO — Fax:401.849.3397 r - — — — — — — — — — — — O www.pfwarchitect.com I LJLJILJ . .. . �Q:P--11 i I 3 NORTH ELEVATION SCAM 1/8"-V-0" _ —r=SCOPE OFw— r W a a� C7 v� � I � i-+ N • x • W z SOUTH ELEVATION ', SCALE:1/8"-1'-0" lob p:1601 r—"""o- —————— Revision: — — — — — . I I ® I - -- --- I ,..._... phase: PERMR SET D—Hpti-: BUILDING ELEVATIONS Dacelssued: 1106.2018 i J Scale: PS NOTED 0 2018-PAUL WEBER ARCHITECT,LLC EAST ELEVATION A200 PAUL F.WEBER ARCHITECT,LLC. 449 Thames Street - Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 r------------------------- 2 e I r- 3,D • I I www.plwarchitect.com I I T.O.RIDGE TO MATCH EXISTING I � I I � I I I I I . I T.O.3RD SUB FLOOR Elm I --------------------------------- EL— EV.10�9'-8" I I i I � fPffzf I I rTj 5 f �110: L--------------------------j W BUILDING SECTION O O 2 a SCALE:1/4"-1'-0" RIDGETo. T.O.RIDGE___—__ TO MATCH E� TO MATCH Jobk 1601 Revision, ]ry STOMGf • - T.0.3RD SUB FLOOR_ T.O. SUB FLOOR ELE� EL Phase: PERMR SET Description: WL .BUILDING SECTIONS m ❑ , m FM1EEZEN i_______ Date Issued: 1206.2018 Scale: AS NOTED T.O.2ND SUB FLOOR ? / T.O.2ND SUB FLOOR EL 0 ELEV.10'-0' 0 2018-PAUL WEBER ARCHITECT,LLC 41 N-- A300 BUILDING SECTION BUILDING SECTION 3 SCALE:1/4"-1'-0" PAUL F.WEBER ARCHITECT,LLC. a 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 0 I r— 3n www.pfwarchitect.com 1 I I I I I - - I I I I I I I I I I I I 1 I T.O.3RDSU8 FLOOR �— I I I I I I tp I I I I - I I . I I T.O.2ND SUB FLOOR -- . ELEV. ____ _______ I I I I I I 2 BUILDING SECTION SCALE:114"-V-0" CA HA 1� I------------------------ F+i 1 I I I T.O.RIDGE I I T.O.RIDGE TO MATCH EX S_NG�— I TO MATCH E%ISTING ' I I I I l I Job F 1601 I I - I Revision. I o I I I I T.0.3RDSUBFLOOR I T.O.3RD SUB FLOOR ELEV 109' - __ _______________ l ELEV I Phase: PERMITSET Description: i i i BUILDING SEMONS �l I l� m REEZFR j Date Issued` 12.06.2018 ' � I I j Scale: AS NOTED I I i T.0.2NDSUB FLOOR I...... ; T.O.2ND SUB FLOOR ELEV.100'-0" 100' ___ , 018-PAUL WEBERARCHITEELEV. -0" LLC I I I I I I L--------------------- A301 &BUILDING SECTION 1 BUI LDINGSECTION SCALE:1/4"-1'-0" SCALE:1/4"-1'-0" PAUL F.WEBER ARCHITECT,LLC. TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS 449 Thames Street ICE AND WATER SHIELD X"T&G OSB,SEE STRUCT DRAWINGS Suite 202 2X FRAMING(SEE STRUCT.DWGS.) Newport,RI 02840 :aCYNENE PROSEAL CLOSED-CELL INSULATION TO MEET CODE i Tel:401.849.3390 3/TED RAPPtNG SMOOTH Fax:401.849.3397 X-"GYPSUM BLUEBOARD SKIM COATED SMOOTH 0 TYPICAL ROOF CONSTRUCTION < ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS www.ptwarchitect.com ICE AND WATER SHIELD X"T&,OSB,SEE STRUCT DRAWINGS _ w 2X FRAMING(SEE ST D Aw ICYNENG PROSEAL CLOSE ]IN TOO MEET CODE CODE i-------\ - 3/4"STRAPPING Yz"GYPSUM BLUEBOARD SKIM COATED SMOOTH T.O.WOOD TRIM A, ELEV.116-6 5/8" , R WINDOW R.O. _I WINDOW R.O: - • .. ELEV.115--91/8" — / ELEV.115'-91/A" — 'TYPICAL WD=W CONDITION - • - - TYPICAL WINDOW CONDITION - ALLWINDOWSTOHAVECOPPER - " ALL WINDOWS TO HAVE COPPER PANS AT WINDOW SILLS,COPPER - PANS AT WINDOW SILLS,COPPER e DRIPS AT HEADS AND SPLINES AT DRIPS AT HEADS AND SPLINES AT - - VERTICAL CASINGS VERTICAL CASINGS T.O.3RD SUB FLOOR - T.O.3RD SUB FLOOR __ ' " " F"I �, ELEV.109'8" r � '. � - - - "_ ELEV.I09'_8" TYPICAL SHINGLE WALL - O SHINGLES TO MATCH EXISTING SPECS - O • TYPAR HOUSEWRAP,USE EXTRA STRIP OF 30 LB FELT 'PLO a OVER TYPAR AT ALL INSIDE AND OUTSIDE WALL FT TYPICAL SHINGLE WALL CORNERS FULL HEIGHT OF WALL FOWALL SHEATHING,SEE STRUCTURAL DRAWINGS SHINGLES TO MATCFI EXISTING SPECS - - FOR SHEAR WAIL LOCATTONS AND REQUIREMENTS TYPAR HOUSEWRAP,USE EXTRA STRIP OF 30 LB FELT - - -. IX WALL FRAMING �� /h•-�� Z OVER TYPAR AT ALL INSIDE AND OUTSIDE WALL _ - `'# - PROSEAL 1CYNENE CLOSED CELL INSULATION CORNERS FULL HEIGHT OF WALL MEET CODE WALL SHEATHING,SEE STRUCTURAL DRAWINGS - - SS"GYPSUM BLUEBOARD SKIM COAT[)SMOOTH POR SHEAR WALL LOCATIONS AND REQUIREME1VT5 21 WALL FRAMING r _ x PROSEAL ICYNENE CLOSED CELL[NSULATION MEETCODE y._"GYPSUM BLUEBOARD SKIM COATED SMOOTH • - - - ���/// ` v A , - rd -Jab.1601 " .. .. Revision: A , T.O.2ND SUB FLOOR ^I• - T.O.2ND SUB FLOOR I - ELEV. ELEV.100'_0" —— .. .... .. ... .: ..d s � d. , .. • . .. a.. :... .. Phase: PERMIT SET - - Description. WALL SECTIONS 4' Date Ik—d: 12.06,2018 RAW AS NOTED 0 2018-PAUL WEBER ARCHITECT,LLC ^ •d A31 0 2 WALL SECTION SCALE:3/4"-V-0" H PAUL F.WEBER ARCHITECT,LLC. ' p 449 Thames Street Suite 202 TYPICAL ROOF CONSTRUCTION Newport,RI 02840 ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS ____ Tel:401.849.3390 ICE AND WATER SHIELD TYPICAL ROOF CONSTRUCTION Fax:401.849.3397 y"T&G OSB,SEE STRUCT DRAWINGS ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS , 2X FRAMING(SEE STRUCT.DWGS.) ICE AND WATER SHIELD ICYNENE PROSEAL CLOSED�CELL INSULATION TO MEET CODE Y"T&G OSB,SEE STRUCT DRA WINGS 3/4"STRAPPING j - 3)(FRAMING(SEE STRUCT.DWGS.) WWW.pfwarchitect.COm Y_"GYPSUM BLUEBOARD SKIM COATED SMOOTH ICYNENE PROSEAL CLOSED-CEFRL INSULATION TO MEET CODE 3/4"SIRAPPMG Y"GYPSUM BLUEBOARD SKIM COATED SMOOTH - I I DOOR R.O. ELEV.117'-0I/8" ---__ .. WINDOW R.O./7♦ S' . - - TYPICALDOORCONDITION ELEV.IIS'IPF , ALLDOORSTO HAVE COPPER PANS AT TIIRESI[OLDS,COPPER - DRIPS AT HEADS AND SPLINES AT VERTICAL CASINGS • ._ TYPICAL WINDOW CONDITION - - _. ALL WMDOWSTO HAVE COPPER - 1 • PANS AT WINDOW SILLS,COPPER - - DRIPS AT HEADS AND SPLINES AT _ VER'HCALCASI S T.O.3RD SUB FLOOR T.O.3RD SUB FLOOR Ah ELEV.109'8" — — — r ELEV.109'-8" TYPICAL SHINGLE WALL - •. ~� SHINGLES TO MATCH EXISTING SPECS r TYPAR HO ALL EXTRA SIDE P OF WALL CORER OVER TVPAR AT ALL INSIDE AND OUTSIDE WALL CORNERS FULL ' - ' HEIGHT OF WALL WALL SHEATHING,SEE STRUCTURAL DRA WINGS - FOR SHEAR WALL LOCATIONS.AND REQUIREMENTS _ 2X WALL FRAMING -' - .' i - .. . PROSEAL ICYNENE CLOSED CELL INSULATION TO MEET CODE - - y.,, • - CIA . Y"GYPSUM BLUEBOARD SKIM COATED SMOOTH • Jobt 1601 T.O.2ND SUBFLO . T.O.2ND SUB. FLOOR O __ ___._ ELEV. ELEV.100 0" n x Phase: PERMIT5ET a - Description: WALL'SEGHONS a� Date Hsued. 12.06.2018 a� Scale: AS NOTED b� 0 2018-PAUL WEBERARCHITECT,LLC WALL SECTION 1 W ALL SECT 1 SCALE:3/4"-1'-0" SCALE:3/4"-t'-0" A10N31 - PAUL F.WEBER ARCHITECT,LLC. 0 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401,849.3397 O www.pfwarchitect.com TYPICAL ROOF CONSTRUCTION + ASPHALT ROOF SHINGLES TO MATCH EXISTING SPECS ICE AND WATER SHIELD 1/'T&G OSB,SEE STRUCT DRAWINGS 2X FRAMING(SEE STRUCT.DWGS.) M ICYNENE PROSEAL CLOSED-CELL w INSULATION TO MEET CODE 3/4"STRAPPING Y"GYPSUM BLUEBOARD SKIM COATED SMOOTH (r� 160Z.COPPER FLASHING UP AND FL�I OVER THE GUTTER. FIBERGLA5S GUTTER BY ? FIBER GUTTER OR SIMILAR TIEDTO 2 DOWNSPOUT PPER EACH DOWNSPOUT ON EACH SIDE. � -1v Irl�/'I, F✓� F.L� }"CEDAR TRIM,PTD. 3/4"CVG BEADED V l '- BOARD. - �t r - ;"CEDAR TRIM,PTD. TYPICALW COND T ALLWINDOWSTOHAVECOPP ER PANS AT WINDOWSILLS,COPPER T, " DRIPS AT HEADS AND SPLINES AT .I}I VERTICAL CASINGS 1 EAVE DETAIL TYPICAL - 1 1/2-1'-0" TYPICAL ROOF CONSTRUCTION • Job.:1601 ASPHALT ROOF SHINGLES TO _ MATCH EXISTING SPECS - Revision: - ICEANDWATERSHIELD - Y.-T&G OSB,SEE STRUCT DRAWINGS 2X FRAMING(SEE STRUCT.DWGS.) ICYNENE PROSEAL CLOSED-CELL INSULATION TO MEET CODE 3/4"STRAPPING Y'GYPSUM BLUER OARD SKIM. r" - COATED SMOOTH - 160Z.COPPER FLASHING UP AND Phase: PERMI-r SET OVER THE GUTTER. Descdption. FIBERGLASS GUTTER BY EXTERIOR DETAILS FIBERGUTTER OR SIMILAR TIED T02.5"ROUND COPPER DOWNSPOUT ON EACH SIDE. Date Issued: 12,06,2018 }"CEDAR TRIM,PTD. 1' L Scale: A5 NOTED 3/4"CVG BEADED BOARD. I"CEDAR TRIM,PTD. 0 2018-PAUL WEBER ARCHITECT,LLC 4.-B" TYPICAL DOOR CONDMON ALL pOORS TO HAVE COPPER PANS AT THRESHOLDS, COPPER DRIPS AT HEADS AND w o0 SPLINES AT VERTICAL CASINGS 4 VE DETAIL AT EMPLOYEE LOUNGE AT MAIN DOOR 11/2" 1'-0" SCOPE OF WORK PA F.WEBER ARCC HH ITECT,LLC. 3 A20D ' y 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 ' I Fax:401.849.3397 www•Pfwa rc rchitect.com I I z A20° �-1 W WE N Reviswn Phase: PERMIT SET — DescnPtion: SECOND FLOOR REFLECTED CEILING PLAN _ Date Issued: 12.06,2018 - — Scale: AS NOTED Li — _ 0 2018-PAUL WEBER ARCHITECT,LLCM 1 SECOND FLOOR REFLECTED CEILING PLAN A600 SCALE:112" -T-0" DOOR NOTES: WINDOW NOTES: PAUL F.WEBER 1. DOOR MANUFACTURER TO PROVIDE SCALED SHOP DRAWINGS TO ARCHITECT 1. WINDOW MANUFACTURER AND CONTRACTOR TO PROVIDE SCALED SHOP FOR APPROVAL PRIOR TO ORDERING. DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. ARCHITECT,LLC. 2. ALL DOOR SHOULD BE MANUFACTURED BY ANDERSEN A SERIES. 2. ALL WINDOWS SHALL BE MANUFACTURED BY ANDERSEN A SERIES. VELUX EDL 3. CONTRACT ORTO COORDINATE W/DOOR MANUFACTURER AND/OR SUPPLIER 3. WINDOWS SHALL BE WHITE CLAD EXTERIOR,PRIMED WHITE INTERIOR,UNLESS ALL LOCAL CODES RELATING TO DESIGN LOADS FOR WINDLOADING. OTHERWISE NOTED. STEP FLASHING 4. CONTRACTOR TO COORDINATE W/DOOR MANUFACTURER AND/OR SUPPLIER 4. ALL WINDOWS SHOULD HAVE LOW E INSULATED GLAZING WITH(7/8'SOL). ALL DOORS REQUIRED TO HAVE TEMPERED GLASS. 5. CONTRACTOR TO COORDINATE W/WINDOW MANUFACTURER AND/OR 449 Thames Street ' 5. CONTRACTOR TO COORDINATE W/DOOR MANUFACTURER AND/OR SUPPUER SUPPLIER ALL WINDOW REQUIRED TO HAVE TEMPERED GLASS. Suite 202 ROOF SHEATHING ALL DOORSflEQUIREDTOHAVEFIRERATNG. 6. ALL HARDWARE FINISH T.B.D.REVIEW WITH ARCHITECT AND/OR OWNER Newport,RI02840 6. ALL HARDWAREFINISHT.B.D.REVIEW W/ARCHITECT AND/OR OWNER. 7, WHITE JAMB LINER,UNLESS OTHERWISE NOTED. 7. PROVIDE COPPER PANS AT ALL EXTERIOR DOORS,SEE NOTE ON DRAWINGS. Tel:401.849.3390 VENTILATION CHAMBER 8. CONTRACTOR TO VERIFY IN FIELD THE NEED FOR JAMB EXTENSIONS, Fax:401.849.3397 9. ALL EXTERIOR CASING AND APRON SHOULD MATCH THE EXISTING WINDOWS SPECS. 0 10. WHERE APRON IS SHOWN,PROVIDE EXTENDED EXTERIOR SILLTO DRIP OUTSIDE TIGHT JOINT OF 5/4 APRON, - BETWEEN 11. PROVIDE COPPER PANS AT ALL WINDOWS,SEE NOTE ON THE DRAWINGS. WWW.pIWafOhlteCLCOm FINISH GROOVE AND - 12. CONTRACTOR TO COORDINAREW/DOOR MANUFACTURER AND/OR SUPPLIER ROOF INSULATION FINISH MATERIAL ALL LOCALCODES RELATINGTO DESIGN LOADS FOR WINDLOADING. VAPOR BARRIER 2 VELUX SKYLIGHT SECTION SCALE:1/2"-V-0" 3'-3"R.O. VELUX EDL SADDLE FLASHING I . ROOF SHEATHING - 2'-4"R.O. �4l VELUX EDL V SILL FLASHINGLILIL < ASPHALT ROOF SHNGLES W 0 HEADERS BLOCKING TIGHT JOINT AS REQUIRED B CODE O Q O BETWEEN Q FINISH GROOVE AND r� FINISHMATERIALOP FINISH MATEIAL VAPOR BARRIER f`- �� - _ N �o mlQo xj 1 VELUX SKYLIGHT SECTION � Q SCALE:1/2"-V-0" 4 I A800 - bbN.1601 ' ReNsion. —- NOTE: WINDOWS AND DOOR CASING AND / WINDOWS APRON TO MATCH EXISTING 2 SPECS. A800 • T.O.3RD SUB FLOOR Phase: PERMITSET ELEV.109'-8" D—1pfio": WINDOW AND DOOR SCHEDULE ANDERSEN A SERIES DOUBLE HUNG oaleb—d: 12,06,2018 / OPERATING QUANTITY-8 REGULAR GLASS Scale: AS NOTED QUANTITY-4 TEMPERED GLASS 4211 2018-PAVL WEBER ARCHITECT,LLC 307 VELUX VS MANUAL NOTE: SKYLIGHT C08(21"X 54 7/16") PLEASE COORDINATE ALL DETAILS AND ANDERSEN A SERIES PATIO DOOR A800 QUANTITY 3 INSTALLATION REQUIREMENTS WITH QUANTITY-1 SKYLIGHT MANUFACTURER AND TEMPERED GLASS ADH2438 Biz STRUCTURAL DRAWINGS REQUIRED i7 33611AR r - SCOPE OF WORK PA F.WEBER ARCC HHITECT,LLC. 0 449 Thames Street Suite 202 Newport,RI 02840 Tel:401.849.3390 Fax:401.849.3397 10 11 12 13 14 15 1 17 www.pfwarchitect.com 9 � � I WALKIN WALKIN WALKIN 7 I FREEZERFREEZERFREEZER. 6 s — — , \� STORAG E ROOMM 4 102 3 r s I M 7 I pq o ova d/LEI _ W OMENS �—+ DISH WASH MENS REST�ROOM �, N RESTROTROOM 47 0 0 lob k:1601 — Revision: ELECTRICAL&POWER LEGEND f SINGLE POLE SWITCH UNDER CABINET LIGHT OR CLOSET LIGHT $ WATERPROOF OUTLET ®# SYSTEM ZONE/HR CABLE TV OUTLET Phase: PERMITSET Sd SINGLE POLE WITH DIMMER fS SURFACE MOUNTED FLOURESCENT GROUND FAULT INTERRUPTED OUTLET A TELEPHONE/DATA OUTLET D.—ipti— GFI Q SYSTEM SWITCH SECOND FLOOR ELECTRIC AND POWER PLAN f3 3 WAY SWITCH p► ADJUSTABLE RECESSED LIGHT jL 220 VOLT OUTLET CA TV/CABLE/DATA/TELE COMBO OUTLET fa SYSTEM DIMMER 4 WAY SWITCH COVE LIGHTING ©D JAMB SWITCH Y BATH FAN O @ REMOTE DIMMER DUPLEX FLOOR OUTLET W/COVER Date Issued: 12,06.2018 ®fl C RECESSED DOWNLIGHT W LAMP AND FAN SMOKE DETECTOR pp KP/SW# PENDANT O THERMOSTAT Sale: AS NOTED tot WALL MOUNTED LIGHT-66"AFF U.O.N. 0. DUPLEX OUTLET ( DOOR BELL AND CHIME 'lE SHARED CLOSET ZONE(JAMB S WITCH) ® CEILING MOUNTED LIGHT 0, QUAD OUTLET 0 SPEAKER a WALL WASHER & DUPLEX OUTLET,W/SWITCHED BOT RECEPTACLE O KEY PAD ©PADDLE FAN ZONE 0 2018-PAUL WEBER ARCHITECT,LLC 1 SECOND FLOOR ELECTRIC AND POWER PLAN E L P 1 01 SCALE:1/2"-1'-0" AA AA AA AA AA AA AA AA PAUL F.WEBER ARCHITECT,LLC. / \ 10 11 12 13 14 15 16 �7 O 307 N ': I 1 17 Risers @ 6.8,' \ / / I 449 Thames Street s; DN Suite202 16Treads@a1" pA Newport,01.849.3 90 — !1 I Tel:401,849.339 7 / \ / Fax:401.849.3397 / \ D \ 07 FOYER 3 I .prchitect.com AA OFFICE — L — 16 1Ll 1 - - - MEMPLOYEE EETING ROOM _ _ z ' STORAGE A266 ri ri 305 300 ) LLj- I �4 W �+ STORAGE '• HALL 303 304 i I I.._. - - - i '% �� �� STORAGE / II BB III II 6B II CLOSETI ►—+ Z = == = =J L — J. OFFICE OFFICE r ii II BB II Job#:1601 ;•;,,,•. �•.• ,.ii:'%ice;%'s%;;:i.�%53�;., .-- SERVER/DATA TELEPHONE TV CA®e 302 301 LAV. Phase: PERMITSET Description: ELECTRICAL&POWER LEGEND OWERPL NR ELECTRICAL AND �, Date Issued: 12,06.2018 $ SINGLE POLE SWITCH I--I UNDER CABINET LIGHT OR CLOSET LIGHT WATERPROOF OUTLET Z## SYSTEM ZONE/HR t'J CABLE TV OUTLET Sal¢, AS NOTED $d SINGLE POLE WITH DIMMER m SURFACE MOUNTED FLOURESCENT GROUND FAULT INTERRUPTED OUTLET - TELEPHONE/DATA OUTLET $n 3 WAY SWITCH eFi 55 SYSTEM SWITCH O0, ADJUSTABLE RECESSED LIGHT 220 VOLT OUTLET TV/CABLE/DATA/TELECOMBO OUTLET $# 4 WAY SWITCH --COVE LIGHTING D SYSTEM DIMMER $J O BATH FAN JAMB SWITCH O' REMOTE DIMMER DUPLEX FLOOR OUTLET W/COVER Q 201E-PAUL WEBER ARCHITECT,LLC -RD• p RECESSED DOWNLIGHT I M LAMP AND FAN ® SMOKE DETECTOR a# _KP/SW#. ¢ PENDANT OT THERMOSTAT _ WALL MOUNTED LIGHT-66"AFF U.O.N. DUPLEX OUTLET QB DOOR BELL AND CHIME SHARED CLOSET ZONE(JAMB SWITCH) ® CEILING MOUNTED LIGHT QUAD OUTLET © SPEAKER WALL WASHER co- DUPLEX OUTLET,W/SWITCHED BOT RECEPTACLE OK KEY PAD PADDLE FAN ZONE E L P 1 0 2 THIRD FLOOR ELECTRICAL AND POWER PLAN SCALE:1/2"-T-0" NOTE:CONTRACTOR TO FIELD VERRT EXIBYNG SILL PLATES AT EXTERIOR WALLS FOR DETERIORATION. REPLACE N KIND AS REQUIRED.WELD VERIFY EXISTING ANCHOR BOLT ANCHORAGE OF EXTERIOR WALLS TO POUNDATION.MM TO BE k ANCHOR8-He•O.C.-WHERE POUND TO EXCEED MINIMUM SPACING.INBTALL jr THREADED ROD EMBEDDED 4-MIN N EPDXY INTO POUNDATION TO PRODUCE SPACING NOT MORE THAN i3 A TTT F.[I1�`B�.,R r--------- 49.O.C-OR PRIES ENDS OF EXISTNG WALL PLATE&-- ---------------------------------- PA V L 1, YY ARCHITECT,LLC. ---------------------------/10/ ------- ------ ---------------------------------------- 449 Thames Street --- - - - - neWao•xso•xn•THICK roonnG Suite 202 REINFORCED W/(al ICK B'FROM Newport,RI 02840 .{, I E%18TMG FOUNDATION WALL r- BOTTOM EDGE.COORDINATE POST/ TYPICAL MIELO VERIFY) j p 1 FOOTING OFPBeTS W/STAIRWELL Tel:401.849.3397 LOCATION N ARCH DWG&.TOP OF Fax:401.849.3397 FOOTING-TOP OF BLAB �.', BLAE OM GRADS lEX> ■ . TYPICAL www.ptwarchitect.com FIELD VERIFY EXISTING FI8LO VERIFY EX STIN♦♦ Y FOOTING BIZ."n.T."• / FOOTNG sa.(B{•X3{+ 1�•7•pM1y IN PREVIOUS DWGBI / N PREVIOUS DWGIW r------, TYPICAL +:.I I I I I I I I . I I . I 5100 I K I I +: I I I I I I .: I I :: �• .________I . L J L------J \ 333 smtr s— • `FIELD VERIFY CONCRETE CAP EXISTS Providence,B183908 - NOTE:EXISTING FOUNDATION WALL./POOTNG I813)1ls l)((a.l HAVE BEEN LOCATED FROM PREVIOU9 ::- - w.vw.y-dertldrvell.cvm REMOVATON DRAWINGS.CONTRACTOR TO FIELD VERIFY AT ALL NEW COLUMN LOADS I _____ _ _4 _ ________ __________________ /6- ---- ---------- p4 _ __________ II- ------ INDICATES INBSEt FOOTINGS t BEARING WALLS ABOVE(VIP) V W F-1 .. I - --------- -------- --------------- -J I I FFF77--'I II$ H� I . I .= I I I I ' N ----;---- -------- ----------- ------ --------\- -----------�-�- --- -------- --------- ----------_-I--=-I----:-:----- ------ -I-I------ --------- ......... I--------- --------- --------- -------- - ------ - ---------- - - - _ -- FIRST FLOOR FRAMING III - a � x Sloo _............_...-1 yr-r-p ;. ' BLOCK t BREATH WALL, REFER TO SHEAR WALL NOTES FOR FURTHER Job#1601 REQUIREMENT. RBNslan: FOOTINWPOUNDATION PLAN NOTES, ' L NOTIFY ENGINEER IF ANY EXISTING FOOTINGS AS SHOWN ON THE PLAN DIPPER IN THE PIELD.EXP06E OR DRILL THROUGH BLAB A8 REQUIRED TO DETERMINE EXISTING p DOUBLE STUD EACH POOTMG vm PIELD VERIFY EXISTING ANCHOR BOLTS-MAX END OF SHEAR WALL FOR 1 DETERMINE EXIBTNG BUBGRADB 18 PREE FROM ORGANICS,OEBR1.AND PROPERLY 4W O.C_WHERE EXCEEDING SPACING OR NOT Y HOEDOWN ATTACHMENT COMPACTED PRIOR TO THE NBTALLATION OF ANY NEW FOOTINGS. ciU-I- iw3iwLL}THHeALI u K.D-ier OC. SIMPSOM MDU-18D81b 9- PERFORM CONCRETE WORK N ACCORDANCE WITN ACI 301. S EMBEDDED t'MIN M eP0%T INTO EXISTYNG y 5—So.HDIN-8D816 SHEAR WALL HOEDOWN TYPICAL. 1. NEW CONCRETE FOOTINGS TO BE WOO P81 AT 3B DATE.ANY CONCRETE BLAB CONCRETE CAP REFER TO.NEAR WALL PLAN PATCHES ARE TO BE WOO PIN CONCRETE AT 18 DAYS. - 1Q' FOR LOCATIONS S. ALL REINFORCING BARB ARE TO BE AS""IS GRADE{O STEEL . OR '1. DRILLEDHI EMBEDDEDC NTO ROD Ph— FOR PERMIT ` - CONCRETE 1 88T M EPDXY Ds-crlption: III 'III.: III III I I:�1 'III �). 1 i -11.': II FRAM NG PLAN II FIRST FLOOR I. I:'III II III a -III- III III III-.i ; 1 DRt.IS-Sd: 12.6.2018 BELOW 4 .� 11 I_I T LL BH@LP TYP U 6 seals: AS NOTED IT� 11.):::.-III'::::. _I I I':::':I I I_`: ,...; ::.°• . �xt:.. O 2018-PAUL WEBERRCH AITECT,LLC' 3 TYPICAL SHEAR WALL HOLDOWN PNDN CONNECTION, Sao r-r-o' SECTION DETAIL to R S100 IT P E k MOT@,FASTEN EXISTING SHEATHING TO POST W/ED MAILS•L'O.G TYPICAL AT ALL NEW POSTS M EXISTING UU,LLB SHEAR WALL PAUL F.WEBER LAP HOLMIUM STRAP FAST ]Xa LEDGER TO WALL ABOVEN EOUALLY ONTO POST Al W/IS)TMBBRLOKS EMBEDDED ARCHITECT, LC. y, 4t 31j'MIN INTO EXISTING STUD �$ T 5101 TYPICAL LAP HOEDOWN STRAP 11r i1r o1 A, s OOd lOy ABOVE EQUALLY ONTO POST 1• LANDINGapp FRAMING ^d a:...... .... .............. .....--...""....d.. ..1Y_. .....-,o..__ "... T ._ O0'Kp 449 Thames Street L ixa ePF•N•D.C.Iex).BDD *' Suite 202 N IS OFFICE TO WAIN), _ 5101 TTFiCAI Newport, 4 .3390 SOARING WALL ABOVE AlJGNES a WpmTex:401.849.3397 I III -SOARING n II p II A:-V COMNECTIONBu Fax:401.849.3397 W/FIS�NG�IA NG ALL I MDTER EXIBTNG 1XI0 8PP i WA AB V -,1]y A LVL .... U SB OTH fiE ` WII WI : JOISTS W/2X10 8PP me BIDE I(J H ' R �r�A WITHIN 8%TENTBOP NESTING X I � B S'F�/ , ` r ,r 71I I! www.p(wa•hitect.com ROOM/COR AB VH �'I �' J , `, M ICI ISO IRO H C NG R N8 SERIES HANGERS TYPCAL AT F41GMeEREDi INST TO BEAM NMECTIO B MIN 121 v 1 4 8PP,VIP OUTSIDE I La a ys3cr° I I tr 1. �Q9$ OF 1 I I - � I � .::::::...::::::.. r IT 8X18TM I II„ MM 13)1}XG eNGMeSRHDOIBTHR IS%IBTMG a} MIN(2)2XB BPP,VIP Q�1 'I`gII aII RGII SOLID BLOCK•It ,plg g TO RL,nAM J W/ •• • }EIND J0T HANGER VERY OTHR L, 1 yPAyS 0 $j 0y SHEAR WALL 40?gOQyM1 PP yl vy T I y f ! AG O BSA n MIX. .. - F F D , p�y0 � - 9A :.-. WBII MJ1D V,;Nmy,82 J JLL OO 1 lo � ! ty 333 Sm rn SveoL • ! Providanco.R102908 INDICATES WAL - \ I REAFWSCI LYP ,ILL ,JIII JJII I1y MIN O)2%E BPP :. 1I B L A OV V@AOa M NeoD Ve ++.yodeN cll.com 11 .I. f211p'% LV III TO,REMAIN ,IJ4 51D18181ROOR !a _,\.a a}\ 2XI0•3aw O.C. O \\\ 1 ME IEX)TO REMAIN SEA MG ALL GO 1 - ox NOTES z . DBPTK FIFA MG I \ I II OReCTON -- - -1 I EXISTING BEARING > j AI. SHOWN SHADED I I JOISTS 18X,t0 CI M Ie TO ORIGINAL LOADING), � \ II I C YPI AL i 1 A i e n DeA _ � o `.,.... a i�,b ,III .. a. .: _--.._....., -- V 1••�'-�--I HU BERM:.. ---III RRRIII NA GE TYPICAL I y BEAM IeK PRESUMED ---- .. NO WHERE 510i dtT OAr� yi l............ \ FLUSH.FIELD VERIFY 91Z8) t r�1 - I f -.._ ... ...._.. FIELD veRmr N P \ HEADER BITE 1 1 II L Al.L SHEAR WALLS NOTED M THE FRAMNG PLANS ARE TO HAVE SOLID BLOCKING INSTALLED BETWEEN STUDS ALONG ALL HOR20NTAL PLYWOOD HDG88 AND PA87EMM WITH Bd NAILS AT 1.O.C.AT EDGER.W O.C.FIELD. C a ,NEW AND EXISTING WALLS).REFER TO E/6101 - .. : IN I II { yl 1 Al.L DESIGNATED SMEAR WALLS ARE TO HAVE A DOUBLE STUD AT EACH END OF THE SHEAR WALL iI POR HOLM ATTACHMENT. 0 9.ALL SHEAR WALLS ARE TO HAVE SHEAR WALL ROLDOWMB LOCATED AT EACH END.REFER TO THE FRAMING L PLAN FOR HOEDOWN TYPE.HOEDOWNSE LOCATED OVER EXISTING WALLS TO WAYS.STRAPS CENTERED ON FLOE ,IOIBTS %lE .NO CHANGE TOP MAL LOA Gl ,.v FRAMING.EQUALLY LAPPED ONTO UPPER AND LOWER DOUBLE STUDS OVER WALL SHEATHING. _ 4.HOU HOLDOWNS ARE TO BE EPDXY ANCHORED DIRECTLY INTO THE FOUNDATION WALL.MINIMUM EMBEDMENT POR ALL}DIA THREADED RODS IN EPDXY TO BE a-. LLL I I. enuD nNHIt ACTION RVQLRR MENTM I...I. ..... .. ... .-........ ......BEAM IEX)...: - v .�ti. ..-...-- .. t.... ._ I COHTMIOIIB LOAD PATH: FLOOR BREATHING, 'I; I :, I - I DETERMINE EXISTING FLOOR BREATHING 18}TLG STRUCTURAL I PLYWOOD. • ALL NEW ROOF FRAMING ELEMENTS ARE SUBJECT TO WIND UPLIPT AND MUST BE REPLACE A8 REQUIRED. _ ANCHORED TO TH8 STRUCTURE WITH SUPPLEMENTAL HARDWARE OR OTHER MEANS A8 ANY NEW NAILING SMALL BE FASTENED TO PLOOR FRAMING WTH M RING NAILS I �I� SECOND FLOOR FRAMING ?L;4N SPECIFED IN THE FRAMING PLANS.ADDITIONALLY,A CONTINUOUS LOAD PATH MUST BE AND CONSTRUCTION ADHESIVE. _ d. nAUNTAINED PROM THE ROOF LEVEL TO THE FOUNDATION VIA PLYWOOD WALL SHEATHING • FASTENING SPACING, 8101 VT r-0' I ON THE WALLS NOTED,REFER TO ASSOCIATED DETAILS AND NOTES BELOW FOR •• WITHIN B OF ANY EXTERIOR WALL NAIL AT T O.C.ALONG PLYWOOD ENDS.L' 1 - PLYWOOD LAPPING AMC PASTEMMG REQUIREMENTS. O.C.FIELD •• INBOARD OF W PERIMETER,MAIL AT A'O.C.ON ENDS,12-O.C.FIELD. • AT EXISTING SHEATHING.ENSURE MINMUM SPACING LISTED ABOVE Is MET.UBe I : J 1 I I.� Job$1601 • ALL SHEATHING MUST Be k STRUCTURAL I SHEATHING AND RUN HORRONTAL SCREWS AT ANY AREAS NOT ADHERED OR SQUEAKING.LY ' RaNBlon: (PERFT:NDICULAR TO FRAMING). ROOF BHHATWNG: _ -- • SHEATHING MUST LAP ONTO ANY WALL STUD U-MINIMUM FROM THE TOP OR . USE}TLG COX STRUCTURAL I SHEATHING. BOTTOM PLATES. FASTEN ROOP SHEATMING TO FRAMING(WITH N KAILB. • AT SECOND FLOOR LEVEL.REFER TO LSIGI FOR INTEGRATION REQUIREMENTS OF • FASTENER SPACING: - NEW UPPER WALL TO LOWER WALL. •• WTHIN 9'OF ANY EXTERIOR WALL OR RIDGE,PAETEN WITH ad NAILS•L'O.C. • WHERE NEW OR EXIBTNG WALLS ARE ENGINEERED SHEAR WALLS.REFER TO THE AT EDGED,J'OZ.FIELD.ON GABLE END RAKE OR RIDGE,4'O.C.ALONG AT EXISTING STUDS•4-O.C.MAX, TE VR� BLOCKING I OM. W BEAMS SHEAR WALL MOMS FOR ADDITIONAL FRAMING/ TP G/BHEATRIMG/FAaNM�� ENTIRE RUN. T AT OEM D GMATE SHEAR WALLS. EXISTING BREATHING TO REMAIN. REQUIREMENTS. •• INBOARD OF 1'PBRMETER,V O.C.ENDS.W O.C.INTERMEDIATE. - i ROPER TO PLANS/NOTED POR VERIPY/ADD Ed MAILS AS REQUIRED •• SOLID BLOCK RIDGE L AT SUBPASCIA.FASTEN W/ad NAILS•L•O.C. O WRTHER REQUIRSMBNTB POR L'O.C.SPACING AT SEAMS. 3 SISTER EXISTING FLOOR FRAMING 12-O.C.FIELD - T 6 WHERE APPUCABLE,ROPER TO PAETEN BOTTOM PLATE TO EXISTING PMom FOR PERMIT W PRAM MG PLANE MBTCiL BLOTTED THROUGH JOISTS W/f21 TMBERLOKS•IL'O.C. �SUBFLOOR,WRAPPED AROUND Daavipt(on: PABTHN NEW BEAM TO EMB@DDED 2'MIN INTO JDBTB a ex1aTNG auBPLooR W/ea BEAM.LAP EQUALLY oNTo SECOND FLOOR FRAMING PLAN __ AL STRUCTURAL NOTES, K BOTH 81DE8 OF NEW PBL POST VERIFY/ADD Bd NAILS•4- O.C. - KING NAILS•L'O.C. SAIDRIALBr9GBCAL4tl& SHEATHING TO BOTTOM PLATE I. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE TSO MATERIALS A MANUFACTURERS USED IN THIS DESIGN ARE LISTED BELOW. MR 9TH EDITION BASE VOLUME. CUT BACK EXISTING WALL SHEATHING TO Dot. a d: 12.6.2018 SUBSTITUTIONS ARE PERMITTED UPON APPROVAL OF THE ENGINEER OF 1 ANY NEW PRAMMG OR EXISTING PRAM NO THAT IB DIRECTLY AFFECTED BY THB NEW WORK WAS CENTERLMa OF EXISTING RI,BOARD.PAST "'" "' "" '"" - -" -' - RECORD.PROVIDE MATERIAL SPECIFICATIONS AND/OR ANY ADDTONAL BEEN ENGINEERED TO CONFORM TO THE NEW CONSTRUCTION PORTION OF THE&IILOR/G CODE. S.W. AS NOTED PERTINANT MPORMATION FOR ALL PRODUCTS TO BE CONSIDERED. 8/IEATWNL TO RIM C_A AND ATE,RETAIN IN - E%18TNG FRAMING OUTBIDS OF THE SCOPE OF WORK HAG NOT BEEN EVALUATED GIVEN A FULL Bd NAILS•1'O.G.ALTERNATE,RETAIN SHOOTING FLOOR JOI8TS� L ALL CONVENTIONAL WOOD FRAMING TO BE OFF a 2 OR BETTER WITH A RENOVATION WILL NOT BE UNDERTAKEN.THUS PRAMMG MEMBERS/SYSTEMS ARE NOT EXPOSED FOR EXISTING SHBATWHO AT TOP OF RM BOARD 0 nA%IMUM MOISTURE CONTENT OF EL R@VIEW •APPLY B GA X Ij'X 30•STRAPS•32.O.G 0 1 USE PRHBBURB TREATED WOOD AT ALL FRAMING EXPOSES TO THIS A EXISTING DRAWINGS HAVE BeEN PRODUCED THROUGH A COMBINATION OF OLDER DRAWINGS FROM OVER WALL SHEATHING.CENTER STRAP ON X i WEATHER IN CONTACT WITH CMU OR CONCRETE.OR AS INDICATED ON PREVIOUS RENOVATIONS AS WELL AS LIMITED FIELD OBSERVATIONS.CONTRACTOR TO NOTIFY MSAVEMB EA TNO SHEATHING SEAM O= O 2018—PAIL WEBER AR CIRTECT/MMORMER OF ANY DSCREPANCIES OBSERVED IN THE FIELD. < ARCHITECT,LLC THE DRAWINGS. !, NOTIPY EX NBER/ARCHITECT OF ANY UNCOVERED FRAMING CONOMMONS THAT REVEAL T 3 SECTION DETAIL - SECTION DETAIL 3. ALL LVL BHAMg TO HAVE A nMIMUM ALLOWABLE SENDING STRHBB OF 4 UO0 PM AMC A MODULUS OF ELASTIC"OF 000A P61. DAMAGED OR DETERIORATED MEMBERS THE OR HIANYTHINGCTUR THAT OTHERWINGS, Be APPEARS UNSAFE. F Mp1 F r-O• MOI M�ry I. AW SUPPLEMENTAL MARDWARE 18 SPECIFIED FROM SIMPSON STRONG TB 6. A"WOO S ALL OJ4IWKG NB WITH THE ARCHITECTURAL THE FIFA E t,. ALL WOOD STUD BEARING WALLS ARE SHOWN SHADED OR THE FRAMING PLANS. LOAD AIDEDELBB, 1. ALL POSTS LOCATES WITHIN WALLS MUST Be BRACED BY FASTENING THROUGH WALL E. THRED RODE.AL BOLTS TO 58 ED T,EXCEPT AT BRACED SHGATWNG OR GYPSUM WALL BOARD AT V O.C.BOTH SIDES WITH TYPICAL FASTENERS FOR THAT S101 . FRAMES USE A836.ALL PARTS EXPOSED TO TIIE WEATHER.CMII.OR APPUCATIOk CONCRUM MUST BE GALVAND.P_D. a. ALL FLOOR AND ROOF SHAMS MUST Be LATERALLY BRACED ALONG THIS TOP EDG8 BY FASTENING L BIMPSOM'ST'EPDXY TIE ADHESIVE DESIGN LOADS HAVB BEEN USED TO THROUGH THE FLOOR OR ROOF SHEATHING W/ad NAILS•t'O.C. DETERMINE ANCHOR EMBEDMENT.DE NT.WHERE COLD WEATHER APPLIGATON 18 9. SOLID BLOCK FLOOR CAVITY BELOW ALL WOO POSTS BEARING PROM ABOVE. 2 SECTION DETAIL ,FFNw P ACRYLIC E AD THAN 10 DEGREES P).MIBBTTUTIS WITH MMP80N T P ACRYLIC TR ADHESIVE. 10. ROPER TO FRAMING PLAN FOR ALL NOW SHEAR WALL LOCATIONS,ROPER TO SHEAR WALL NOTES gbl - F.r-o• B ON 8102 POR SHEAR WALL CONSTRUCTION AND HOEDOWN REQURHM@NTB O0. l - SHEAR WALL ~"I BALLOON FRAME GABLE WALL all=I•la•O.C.EXCEPT TOP OF H8AD8R PWBH USE Il LVL WHEN STUDS ARB GREATER THAN T—O•LONG WITH TOP PLATER IF �ry T TY TYPICAL NECEBBAll COORDINATE (7 M1 PA V L F,WEBER p RELATIONSHIP IN WELD t•�~]%e �WALL 8 UD EACH SIDE ONG JACK, UOF CENTER tOBLE IllA� S102 y°TC ] TYPICAL RP?BIIBPABCIA WINDOW ONLYyp� ARCHITECT,LLC. .... .. ..... co 2Txoi Rue .._ I 8PF -I oy6� N uoue NT -: ..... :. y ■ IL F )DN 1X1 SPF Q ON ,., GONTMYOYg . \ 'S \ l TTPIICALEAT 6 Ir ,I BETWEEN! d .1 I -LETDOWN TOP OP HEADER PLUSH 449 Thames Street \,`. \,\ ,:.;'J NON BEARING Od�-'P 5102 TYPICAL WITH TOP PLATEN IP ALIGN NEW GABLE WA �xL PBL I 4 Suite Rl 2 BXIBTMG BEARING 'EXTERIOR WALL I I- II N a RELATIONSH IELD Newport, \�. WA L B LOW _ I- p NHC888ARY.COORDINATE n p @ IP IN P N , 02840 3Y• Tel:401.849.3390 \ \ $ xe al•Ia•oe. .. '.. Fax:401.849.3397 ' 1 p V'.` \ \ A \ V\'.,� ^\ A \ >• I 1 G ffI� L TTP CAL UBL2 STUD BETY2EN COMTMUE BNEATNMG h 1, •WINDOWS TYPICAL <. \, \\, ,\ '," \\ 1.II TO ILO G 5102 I' ] TYPICAL IT OVERPRAMED CRICKET \ /{ �II1 �I1 \ \ ` `1 rD 1}%B•wL I I I]) I; .. v�ww.pfwarchitect.com \, \ •M O COORDNATB PITON \ _ ., 1 ItXlb LVL \ V =\. A n a W/ARCHrreer v. I U \, _o A V- 3 I T we L i _ _ o—_ 'stD2 TmeAL \ '� \ \\ ,. _...._....,...� m EM%3Xq WeAG;¢l EACH SIDE OF RIDGE Els •_.. tOP OF HEADER PLUSH 1 . EN TO EACH \ £ B TYPI-.AI. o NECEL WITH TOP PLATER R U i NECESSARY.COORDINATE LT I — K RELATIONSHIP IN FIELD - J� •^, ry HOLDOWN SCHEDULE \ O> I I Al 1 a VERFRAMING ON PULLT -TYPICAL AT ,: zz W 4 x 8OHHATHED LOWER ROOF T \ \ \'. � -SHOWN SHADED GH HEADERS 1 l ~ - , EXISTING WALL SHEATHIN HE $ aA EXISTING WALL BNEATHMG � •t MARK CONNECTION COMMENTS V Y y8A To REMAIN.SHEATH OVE yaA )eS _ TO REMAIN.BREATH OVER �y)' ' - O B GAX 1;'XBO'LONG STEEL STRAP RRA TER AFTERSTO RAFTER ALIGN.OVER RIDGE. L - INPI LED OPENINGS �4G •�i I 4L B \ � \ I 333 Smhh Sveew OMPBON—A RAFTER TO WALL INSTALL ON SHEATHED ` x\ \:.--. a e !D f 10'19PF' ProNdenea R1029a8 sm OF WAL `- 4%18TING WALL LOCATION TO REMAIN. NPILL OPENING BEYOND P08T, ::' 1 'I i D 2XIO BPP 2)]XK)8PP EXTEND 2X TO TOP OF RBIGE.FASTEN EACH • 1F \ \ FRAME NEW WALL EXTENSION TO To EOYI D 00 KID LU8 SEINER , ,�' 6 wl.]SI.21LO 11 3 ]Xa EACH 8a!OF RIDGE BEAM HA GE 401.3T1.)31T(Sn) -.. , .. - O BRNi W/Im SPIKES.RHFER TO 3/M02 ". `; \ E D 1/- Phr H R OP '.I P _r www.'aaradwoll.cam RAFTER TO RIDGE BEAM.INSTALL WIDE LEG ON �. � :,. . III rl Ir 1� SMPSON LOW ONE 90 - - i1 t,` d RAFTER \ rD 2xa SPF - .- OVERPRAM NG ON PULLT , r . w O T522 ONE SIDE ., CENTER STRAP ON EACH MEMBER. \ \ \ SHEATHED LOWER ROOF i� 1 TYPICAL —BEARING WALL TO EBAMNALLBY TO POET/HEADER EeLOW q , - RAFTER TAIL TO ROOF HEADER,INSTALL ALL SIDE + .8H N AD AT DBL NDERSIDE RIDGE— �• € L LUS BERMS HANGER RAFTERS - } :. 41 IIW 8II P OIIp {7 1 - O SHEAR NALLB INTO RAFTER 1 j. I� �I ` 21]XIS 8P' $€ END 6" MEMBER TO JACK wPI OW.CENTER STRAP ON EACH _ \ EXTEND EXISTING>:8 FN, SISTER EXISTING RAFTERS W/]XIS gPF N O.C.AND OL•.O NIB GA X p LONG STRAP ,. - MEMBER.FILL ALL MALL HOLES. ":' •` \ 00 L W/ R•B• .C. K RE %IB G RAP R8 R! OPP AT ru }I ' O + NU SERIES IIANGlR - RIDGE TO RAGE INSTALL ALL SINE 8103AR NAILS , c. � _ ..... 1 IM1 1"1 .:. INTO HANGER \ ,\. .. - jI BPF T DBL VALLEY TO RIDGE EMBED TINNERLDKB b'MM INTO \ \ _ T CONTINYOUB '�� I RA TER _ YbOul KB RECErI1NG RMGE. '/ - ` \j RIDGe OVER 5101 yI Ir .I .. .W.. I{I y O ...... .a. ,` i.;.,." I P8 SUPPORT t I rTPI RAL ��..., € I, LJf Jf I � W - 10 ID MMP80N MBTA3a STRAPS EIDG!TO EACH SIDE OF POET,CENTERED ON + EACH MEMBER'MBTALL BEFORE VALLEY. . _ ` .. ' O _ BLOT THROUGH SUIFLOOR.WRAP AROUND MAN M. - 3 3 1 I 3 Sa1P80N MBTAai STRAP .. FLOOR.ROPER TO 3/BIOL I` 9g 4 17lt a. _ E ' IB GA X X 30•STRAPS RAFTER Y �To RAFTER OVER RIDGE TYPICAL - M .)- �/•� _ so r , 4 + ' IN FOR SIZE i YTL l MMPSON H].BA TYPICAL ON - �, SHEATHED SIDE OF WALL • rr-1 LAFFE EACH F NO —RIDGE DOWN 3 -. TO TOP PLATES SEE PLANS FOR POST 82E. ; ......... � -.... Ill FRAMING PLAN - • 2 SECTION DETAIL 3 SECTION DETAILS •• area - - ur-r-o• Moe. .. r_r-0, El nlo2 .r_r_D E - Job r 601. T. BHEAR WALL PERIMETER NAILING INCLUDES THE - PERIMETER ZONE SHOWN SHADED. PERIMETER OP THE SHEATHING,PABTENING OF SHEATHING BUILD WALL TO UNDERSIDE OF ROOF - FASTEN SHEATHING TO STUDS/ TO TOP PLATES.BILL PLATES, BOLE PLATER.WINDOW 1 RBvI9iDM: FTER SOLID FLOCKING W/ed NAILS•1.O.C. DOOR JACKS AN O D DOUBLE ENO BTUDB. BREATHING OR INSTALL DOUBLE RA - _ - VER WALL FASTEN ROOF BHEATMING K GA X Ik X 30•STRAPS RAFTER TO WALL/RAPTER W/64 NAILS•Ill •' I I 1 - 1 1 Ij I 1 I I I I'I TO RAPTER OVER RIDGE TTPICAL� - _____ _ F a _ J.J L3X;Xt:-PA8TENED TO RIDGE I I I I a i LOW BEAM W/(2)f THROUGH i r i I i i I C I � I I 1 1 1 Phase: FOR PERMIT O9aaf R p FRAMING ROOF FRAMING PLAN zz Date Issued: 12.6.2018 -- i Scala:• AS NOTED o 1 1 it LUB SERIES HANGERS TYPICAL' '.f)I i I I I = UL, ' m ARCHITECT,LLC eXa 8 BUM RIDGE i WEBER 8NEATH WALL PULL HEIGHT.BLOCK I I y BEAMS.REPER TO SHEAR WALL NOTES FOR FURTHER REQUIREMENTS 111 II 11 11 it 11 II 11 a i i , , i t ^ .1 i �'i i t i t i I I I � .. '/\J • SECTION DETAIL 0 2 !•r-o• s T p 5 SHEAR WALL SHEATHING ELEVATION r-r-D• *a PAUL F.WEBER ' e t ARCHITECT,LLC. A TOWN, BARMSTABLE �y *� + r 1=:.,+ ' rrt 449 Thames Street J.�. "owl r.....• +1�fi9 f 2 AN 1I: 02 +a. s` + Suite IO2 ` # ♦ Newport, 2 02840 ^ �R• 1a , » �♦.s +` �. ♦ r Tel:401.849.3390 1 4� •♦ � Fax:4010849.3397 F.. yy� „«'�' "r.' • *►. s++„ et -.„.,E i `°'°^ "' « www.pfwarchitect.com ♦• hpf# * "i" # * .. � .�. '• art 31 (/ _ �. i � .£! t a ;t, :*i b�+t..`a.. ;�_*��e4 ..►-:.•.'" '. �rt rt'.5��,4+*c- t ,.� �`'�'� ,+ ° j - s.afi d t'1„#e«+s!«"rr ♦s r �»wp. t "Rt18. �►ynrAE4 y r•'s w,a �`�•.r r '+ } . " ► i „x"}� a !� - i � a° ,� _ #• ✓ "+� ♦ kit. 4+a • r.� MP „�,°:�,y�,k w ,f , �«k% x r v a $ pL � 4 .z�i t . e 1k - y #aq'r- _. " L.�».- + ,.. • 4E+�p+w x vt,,. �`'.-.. «.., #. -•w« :«%�M...: « . ^yr*" p *tlVd:3s t+a w 31 "'... _ `-,y.p's. a }��' +IY� say ,>ar ,+., "wy�`. +"«. • + a.y. jj 1$, it * '♦ ' * "'"'fps *a �P' • r Y+' �'i I a' Ia w 4 _ 1i .i y 'M♦ #,t f N>. .f.M 3. i. • gr. rt * #y�3�� -tr f 4 < ! 39 s•,•t«ww `•9+* » r ♦ #T"i'• "♦, *♦ q * *ya 'y {,,f /" . �It Nj3'N I S P O R TX C LU B 9. o to 10 . 54 «.. < a,**.et• , • * ♦'t+a, ♦ < * - + y- ;i» ir. .,... hFes•I—•,I* �ijRVINE AVENUE «A« + r • O e .<., "• ; � M » +« ; - HYANNIS PORT MA �"°�. •` ��` � < ,�� �< 4 40 ' 91 55 'w • Ayp,6: q�! +',`.1.a � t y 39 •45 + ► .• . r • ;a . VVV • f +w• 25 "`y - ' « ':• " ° ` ° 74 hrd* tLedge yn Revision: _ .� 63 ' •• • •,y, 6 y, �y r !. + #y.y *at*w j,.� ! Phase PROGRESS SET f + � f "�{" "Tf a if P"1 ' ,f of'� w '� /� COVER PAGE J .� -"' < `"*Ly (( *r mmwn�y. 4lMw.gyq�. 1 *, • • �MX� ' A i �°' •*�.w' • quwy i aOY"• Date Issued: OX.xx.2018 \5 1. i� - � �t •IfJB};� '�/aft r P �M �. tir' ♦y P 1! 46 61 5cale: AS NOTED 32 ' • 4# + *'ter ) s s 7" s N s'4 02018-PAUL WEBER ARCHITECT,LLC r 9 Sea, 6. - 6 « < } , '�0 c S ' _ T 1 - _ l• PAUL F.WEBER ARCHITECT,LLC. P G 449 Thames Street Suite 202 Newport,RI 02840 - - - ---- - - - - Tel:401.849.3390 Fax:401.849.3397 I o I www.pfwarchitect.com I A200 �I SCOPE OF WORK �T 1 I I I __------------ i + o I I 0 0 UP 1 13 1 W C`7 Ln —71__ L———————J O I.ff.CHAT'ICAL _i HR,M z/— • A6CHANIGL 1 FSHB lE VE'TIE�RE IAE�T� J � 1-1 UP (I F� — ,Fff-7 I I -. 1 I I no-Fnni. __ ____ ____J L----_ o I I I I I I •I I coOR I I I I I I I I 1 1 I I I I I I I I .. —. .. .. ______________ -------------- ® ; 1 I I I I I — I I 1 1 I I 1 1 I I lob p:1601 1 1 I f I I I I I I - I I I I I I 1 1 I I �r A Revision: L____ GREASE L---- .I �`�•g`� e Y Aw vI TRAP I GENERAL r I - tia I® ® ® LOCATION ©r.____ 0 ® ® -___—_ � . ®�_—___—____ �n S �____ Y L-----------------------------------------------------------------�---- r-------------� r---------- V a�Y• Phase: PROGRESS SET L——J r-- I cove I D....psion: all PROPOSED FIRST FLOOR PLAN I I I I Dase Issued: 0%.%X.3018 r�' I}}�.III Q e - ______________ AS NOTED U II Cl 0M-PAULwEBERARCHITECT,1.1-C 1 PROPOSED FIRST FLOOR PLAN Al 00 o ' SCALE:3/16"—T-0" PAUL F.WEBER - ARCHITECT,LLC. r, 449 Thames Street Suite 202 ------------------------ Newport,RI 02840 r -1 Tel:401.849.3390 Fax:401.849.3397 TEE � 1 Lill O 1t c i www.pfwarchitect.com L[k'AERS 1 O ( 1 - sroRAGE r—SCOPE OF WORK c�Ecrwcnl. o O 1 kL'-P 1 1 1 1 1 D,oRRr17M a-------------------------------------------- Ri SCOPEOFWORK A x ____________ _________ I I I W _F5 _________________________ ___� L UP E1r1R,><E L______________,____ RECETT1oN © I cRawt I I I ' I ___ _________ ___________ { _______oN_ I. I O - r -� -I � i 1 ----- - -- - - - ----- --=--- - ----- -----=a------ �- I I I I I I I I I I I I I I I I I I I I I II I I I • I I I I I I I I - I I I I I I I I I I - I I I I I I I I I I 1 1 - I I I I 1 1 I I II . I II II I L - II I II II II II I II L_. -� I II LI II I . I II I II II II II I II I I I 1 1 I I I I I 1 I I I I I I I I __— _--__— __— _ __ 3 DE0. Job.:1601 I I I I I I I Dt� I I 1 I I El MON \/ 1 1 ® ❑® D� [t�l �PuF I ❑ Phase: PROGRESS SET 1[l��■ Descript Iion: I I I I I 1® JNc[ 11--dE PROPOSED SECOND FLOOR PLAN riII 1 {ry���� ®I I © r� " Dalessee ld: 0%.%X.2018 1 I rim X ❑ ❑® ❑® Scale: AS NOTED II I I I I I I I I 2018-PAUL WEBER ARCHITECT,LLC IF 1 PROPOSED SECOND FLOOR PLAN SCALE:3/16"-1'-0" Al 01 PAUL F.WEBER ARCHITECT,LLC. c 449 Thames Street -----------------1 Suite 202 Newport,RI 02840 Tel:401.849.3390 1 � ON I Fax:401.849.3397 D EJ F-1O 1 - I SCOPE OF WORK 1 � r— www.pfwarchitectcom I I � t= 13, s bye 0,v/�" i ea by ---------- — ppr°v t t ' oma:. o�Dcs ova � t t L -- SCOPE OF WORK 4 --------------- ON O I � rr ll Fr"1 i V w � I� lobM 1601 Fill iu • Phase: PROGRESSSEr 13-6 mn: PROPOSED THIRD FLOOR PLAN Date Issued: OX.XX.2018 Scale: AS NOTED O 2018-PAOL WEBER ARCHITECT,LLC �1 PROPOSED THIRD FLOOR PLAN Al SCALE:3/16"-V-0" 0 2 I PAUL F.WEBER ARCHITECT,LLC. 449 Thames Street 17 Suite 202 r--------------------------------------------=-- ----- — I Newport,RI 02840 Tel:401.849.3390 —1 I — Fax:401.849.3397 F� F] I I I www.ptwarchitect.com ! - SCOPE OF WORK - I ; I I I I I ! I I 1 I1 -------------J r -- I 1 .\ All 1 1 I I I i I I 1 I I I I 1 I I-------]—J SCOPE OF W-_-__ _____________________________I L 1 I I I 1 I I 1 I L ------ r-------1 r __ J I IL---------- L---------- ----------J I L--------J L--------J L---------J Job tt:1801 ' Revision: r� DN ❑ Phase: PROGRESSSET Description. PROPOSED ROOF PLAN Date Issued: Ox.XX.2018 S.kl AS NOTED ®2018-PAUL WEBER ARCHITECT,LLC 1 PROPOSED ROOF FLOOR PLAN SCALE:3/16"-V-Ott Al 0 3 J . PAUL F.WEBER ARCHITECT,LLC. Jj 449 Thames Street Suite 202 U Newport,Ftl 02840 1 Tel:401.849.3390 Fax:401.849.3397 O — — — — — — — — — — — � www.pfwarchitect.com —story or woxa - ---- --- -- _ ,r R --}--- - DEN - - - - - - -xPPFaFWPPa - - - - - J 4 NORTH ELEVATION 3 SOUTH ELEVATION SCALE:1/8"-V-0" SCALE:1/8"-V-0" W r - - - - - - - -- - - - -- - 0000 �,..,�. SCOPE OF WOW_ ❑ Z � z � Z EAST ELEVATION SCALE:1/8"-1'-0" y Job.;1601 , Revision: _ Phase: PROGRESSSET / \ / \ Description: - \ PROPOSED BUILDING ELEVATIONS 0 a I Datel—s : Ox.xx.2018 a _ oPEo WPPa Scale: AS NOTED LJLJ ❑ _ _ _ _ J o now FD To SOONOFWORK 02018-PAUL WEBER ARCHITEC,LLC 1 WEST ELEVATION SCALE:1/8"-V-0" A200 y. « MOTE:CONTRACTOR TO WELD VERIFY EXISTING BILL PLATEB AT EXTERIOR WALLS'OR DETERIORATION: ` +REPLACE IN KIND AS REQUIRED.WELD VeRIPY EXISTING ANCHOR BOLT ANCHORAGE OF EXTERIOR WALLS -r "�.9. TO FOUNDATION.MR TO BE it ANCHORS F+e•O.C..WHERE POUND TO EXCEED MINIMUM SPACING.INSTALL S` , II•THREADED ROD EMBEDDED+•MIM IN EPDXY INTO FOUR ATIOM TO PRODUCE SPACING NOT MORE THAN --- -- ------- -- - - T��T 1T F.�JT�•DL`n r---------- - +0.O.C..OR FREE ENDS OF EXISTING WALL PLATER-- --- I 1 V L. WEBER ARCHITECT,LLC. -- --- -- -- . E °> ■ ___________________ 44 Thames -------- ----------- -- ------ -- 9 T a es Street ----- --- ---------- ------ ----------- ---------------------------- Set ----------- �- - - Suite 202 / MEW 2D•X2D•xm THICK FOOTING L' _ / REINFORCED W/121—3•FROM Newport,RI 0284E .t; BXIBTING FOUNDATION WALL BOTTOM eDGB.COORDINATe POET/ Tel:401.849.339E TYPICAL(FIELD VERIFY) I p I FOOTING OFFSET$W/STAIRWELL L___j LOCATION IN ARCH MOO.TOP OF Fax:401.849.3397 -: - FOOTING-TOP OF BLAB SLAB ON GRADS MEXI TYPICAL WN^N.p(WarChltect.Com PIELD VERIFY EXISTING PIELO VERIFY EXI Y.I 1Do y, �P00TING SIZE(34'X31' / FOOTING SIZE(3L•X3L^I �P p'✓ IN PREVIOUS DWGB) / IN PREVIOUS DWG$) , TYPICAL .I,,.I 810E I I I I r , I •. I I I I I 1 . •r 00?gO0------------- . Ll L _J L J� \ I )))Smirn Sveel ` - `FIELD VERIFY CONCRETE CAP EXISTS (; ! PrafiEarlce.R1 0290E +e1-74 ) NOTE:EXISTING FOUNDATION WALLS/POOTIMG - ' MI.2]-)S I]Ifv) ` HAVE BEEN LOCATED PROM PREVIOUS } - www.yeecrtlawell.mm RENOVATION DRAWINGS.CONTRACTOR TO 'f FIELD VERIFY AT ALL HEW COWMM LOAD8 j". ---------------------------------------------------------------------------------------------------------------------------------------------- " __________________________ ______________________________ .. BLAE ON GRADE fPXI � , .- ..I::::.::::.:. V �____________________4 ________.A I .� _____________________ _________________________ R I RD 4 r-1 _ --------------------------------------J INDICATES EXISTING 34•WIDE HAUNCH - FOOTINGS 1 BEARING WALLS ABOVE(VIP) C/� - I I t �: � � r^-•t • I it I--� I I I y ------------ -------------------------------------------------------------------- --- - - - -« - - �. FIRST FLOOR FRAMING PLAN x I sloo !" v+ -r-E'I BLOCK 1 SHEATH WALL. REFER TO SHEAR WALL NOTES FOR FURTHER JGE/4601 REQWREMENTS RaNeiRn: POOTNG/FOUNDATION PLAN NOTES - L NOTIPY ENGINEER IF ANY EXISTING FOOTIMGB AS SHOWN ON THE PLAN DIFFER IN THE i FIELD.SXPOSR OR DRILL THROUGH BLAB AS REQUIRED TO DETERMINE EXISTING O DOUBLE STUD EACH FOOTING SIZE 3 SND OP SHEAR WALL FOR 1 OSTERMRS EXISTING SUBGRADE 18 FREE FROM ORGANICS.DEBRIS AND PROPERLY PIELD VERIFY EXISTING ANCHOR BOLTS F MAX _ = HOLOOM ATTACHMENT COMPACTED PRIOR TO THE INSTALLATION OF ANY NEW FOOTINGS. +B'O.C-WHERE EXCEEDING DPROD-OR NOT E%I$TENT,INSTALL j'THREADED ROD-+Y O.C. } :HEAR H L HOL OUI 3. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301, BIMPSON MOW-SD815 EMBEDDED L'MIN M EPDXY INTO EXISTING - SHEAR WALL HOEDOWN TYPICAL. +. NEW CONCRETE TO W TO I ONCE PSI AT 20 DAYS,ANY CONCRETE BLAB CONCRETE CAP ROR L TO SHEAR WALL PLAN ALL REINFORCING ARE TO Be 300E P& E AaTMTe AT 20 OATS. IQ. POR LOCATIONS 6. ALL REINFORCING BARS ARE TO Be ABTM Ail6 GRADE LO STEEL F DIA THREADED ANCHOR ROD ♦- Pnase: FOR PERMIT DRILLED 1 EMBEDDED INTO CONCRETE f EST IN EPDXY Deaariptiaa: ill.:: III III.: . III III::. FOUNDATION/FIRST FLOOR III "'III 'III III' 'III .:I N FRAMING PLAN II III II III III; III: III + III - L•nIN aeLom 4 ' ' T Date awed: 12.6.2018 ZZ=I I ,, III III T u- BHeLP TYP u ',6 t Scold I AS NOTED I).�:.....I I I I.... I:....Il.. � �.I III III III : ,.. •.�• . •. �n� II III; I�� 9A.BIBVATON © 2018-PAUL WEBER • ARCHITECT,LLC 3E.BecTrox - ,; 3 TYPICAL SHEAR WALL HOLDOWN FNDN CONNECTION � ' _e Sao r•r-a 2 SECTION DETAIL S Ib 9 S100 810E r-r-o• qE w , " NOTE:PART@N @%IBTING I 1 ' SHEATHING TO POET W/BD NEW POST.M eXUiTMG WALL.L SHEAR WALL PAUL F•WEBER LAP HOLDOWN STRAP , PABTEN]%B LEDGER 1 0 WALL ASOVe EQUALLY ONTO POET W/ .-9.".KLOKB en.—ORD ARCHITECT,LLC. :. TYPICAL LAP HOLDOWN STRAP ,� EXISTING Bru�{D�'�t �,,b ■ ABOVE...A ILLY ONTO POST L FRAMING "• q}C! e app ....... ... ..... .._. .......------..... .. ..... ... :.... stm .--- -- ........----.. st..... .... .... ...A . . _. � 44 et 2ANDNG- LO.C. I - m ry Newport,RI 02840 2XI0 SPP•w LI Tel:401.849.3390 N W ce ro MAMI, BEARING 'r .__ II Ij 1tl1� HAx�R.nPK:u stm Twlcu Fax:401.849.3397 BEARING WALL ABOVE:ALJ SD Jp _ (I :`II' �,..U.... AT LVL/lVL NGWR`00%KG YY` W/@XIS ING�JSA NO ALL ' p M6T.R E%18TMG]%10 BPP- -- _� WA A V J J ::n> %II}LVL::,.:::' j I *,L JOISTS w/]x10 SPP oxe elDe -- J II Im vice BPP , , *� �EBB j I [ ` ■ •� WITHIN EXTENTS OP MEHTING J ,r ,r Ii I 1�i I 0 !' \ www.pfwarchitect.com fi� R�11 CORR1p0 A—V@ d pErGMEPREDi T TO BEAM NNECTO S �:Lgevr 2NL oX�I I ..... . d .OLIO BLOCK•IL' e%IBTMG BNGMEHRBO 818T8R 8XI8TMG II} MIN(1,1X8 SPP,VIP HARG6R O Be OW WALL 'p�8 8 O REMAIry ax"rL RCD JRY O W/ 'P •P; � '�T 5 f}%0}LVL IS—COSTS OTHER tl' Ah W I BHEAR WALL J T ?Ob1 P0A Q�os' --t--� �UGHr WBI,D VF,R 'T09'P.�-. < 5101 __............. ...�.....I. ..I,,� r ( __ __ __ __ __ __ _ _3 O 1 \ w __ _ oA� , 0 3335.7517 e� 14 +II llll lr" Prwitlence.ltl 0290E ...... ... - 1 .. .... INDICATES WALL - 1___ _ M1.151.2�6.tel) I�y�I IIIII/ Ip B RINp WA L A OVek' ROAD6R. R,nVERIy T __ NEA HIN LYp " ........, ,.I II F 4_ _ _ 101-2)1.151"!(/xvl MIN f31]XS BPP .i..'�:. s, 6 wwxyodtt.tlwell.wm 4P II 4 flII,, I. s,o,.. \ nl 1tXM1•LVL M:X,TO IRenAM G) Ln J nl IIO•!]a o.OUTSIDE I em l8%>r0 REMAIN . 1.L....,..., - > y EA ING ALL GO e OF SC Fe Y X NOTE,VERIFY E%IBTING FLOOR ,... .... - - - .. .`, DEPTH.PRAMMG DIRECTION I I I j O 1MI I - I j WALL SHOWN SHADED J018T8 IfiX. 1 C O C NGe TO ORIGINAL LOA APING, TPICAL 141[ 1 ' I V -�--� 1Hin�R1¢ Ir Ir�y' BEAM T .PRESUMED _PUSH.FIRLDex VERIFY ,. .............. . !9� - ....n.. ) \ ..... .... - ..._._...FIELD VERIFY' r I - I O I O t`FV HEADER SITE �O BEAN(CX i'. W I. ALL SHEAR WALLS NOTED M THE PRAMMG PLANE ARE TO HAVE SOLID BLOCKING METALLED BETWEEN STUDS ALONG ALL HORIZONTAL PLYWOOD EDGES AND FASTENED WITH ad NAILS AT 1'O.C.AT EDGES.M'O.C.FIELD. (NEW AND EXISTING WALLS).REFER TO 5/8101 2.ALL DESIGNATED SHEAR WALLS ARE TO HAVE A DOUBLE STUD AT EACH END OF THE SHEAR WALL , 5 ¢ MR HOLDOWN ATTACHMENT. B.ALL SHEAR WALLS ARE TO HAVE SHEAR WALL HOLDOWNS LOCATED AT EACH END.REFER TO THE FRAMING C LOCATED OVER EXISTING WALLS TO HAVE STRAPS CENTERED ON PLOR TeIIle%NOC\CHANGE TO RIGMALILOAI PLAIT FOR EQUALLY TYPE.ONTO OC ED O G FRAMING.EQUALLY LAPPED ONTO UPPER AND LOWER DOUBLEBTUDB OVER WALL SHEETING.INT M.HDU HOEDOWNS ARE TO SH.FOXY ANCHORED DIRECTLY INTO THE FOUNDATION WALL.MINIMUM EMBEDMENT POR ALL F CIA THREADED RODS M EPDXY TO BE S'. I x I I _ ....._. ....... ........ - .--- .-- ------ WMD GOMBTR.CTIOM lEOUREMEMT& - ... -', - 1 ... I p--- .-. t __............ _ ! .1 .1....-_- ..... B 11 I .. EAM(eX1 ..... .N q - CONTM.WB LOAD PAT., FLOOR SHEATHING: "' I : - OBTeRMME EXISTING FLOOR SHEATHING 13}TOO STRUCTURAL I PLYWOOD. • ALL NEW ROOP FRAMING ELEMENTS ARE SUBJECT TO WIND UPUPT AND MUST BE REPLACE AS REQUIRED. ANCHORED TO THE STRUCTURE WITH SUPPLEMENTAL HARDWARE OR OTHER MEANS AS ANT NEW NAILMG SHALL Be PASTENED TO FLOOR FRAMING WITH Old RING NAILS �I� SECOND FLOOR FRAMING PLAN I SPECIWED IN THE FRAMING PLAN8.ADDITIONALLY.A CONTINUOUS LOAD PATH MUST BE AND CONSTRUCTION ADHESIVE. VT-r M"TAMED PROM THE ROOP LEVEL TO THE FOUNDATION VIA PLYWOOD WALL SHEATHING • FASTENING SPACING: 910I - ON THE WALLS NOTED.REFER TO ASSOCIATED DETAILS AND NOTES BELOW FOR •• WITHIN S OF ANY EXTERIOR WALL,MAIL AT T O.C.ALONG PLYWOOD ENDS.L' PLYWOOD LAPPING AND PASTENING REQUIREMENTS. O.C.WELD •• INBOARD OF W PERIMETER,MAIL AT L•O.C.ON ENDS.Q•OF.FIELD. I I • AT EXISTING SHEATHING,ENSURE MINMUM SPACING LISTED ABOVE 18 MET.USE ! ! i!i. ! N I I Jab 0601 • ALL SHEATHING MUST BE I'STRUCTURAL I BREATHING AND RUN HORIZONTALLY AT ANY AREA.NOT ADHERED OR.OUSAK0IG.ZONTALLY RSN.lOn: (PERPENDICULAR TO FRAMING). ROOF BHHATHING: • SHEATHING MUST LAP ONTO ANY WALL END U'MINIMUM PROM THE TOP OR • USE}TOG COX STRUCTURAL I SHEATHING. BOTTOM PLATES. • PARTS ROOF SHEATHING TO FRAMING WITH Sal NAILS. • AT SECOND FLOOR LEVEL.REFER TO L8101 POR INTEGRATION RE.WREMEMTS OF • PABTONER SPACING: N@W UPPER WALL TO LOWER WALL. •• WITHIN 1'OF ANT eXTSRIOR WALL OR RIDGE,FASTEN WITH ad NAILS•L'O.C. • WHERE NEW OR EXISTING WALL.ARE ENGINE@RED BHEAR WALLS.REFER TO THE AT EDGES,L•O.C.WELD.ON GABLE END RAKE OR RIDGE,4•O.C.ALONG E%18TMG STUDS•IL'O.C.PIA%.VIP SHEAR WALL NOTES FOR ADOITIONAL FRAMING/SHEATHING/FASTENING ENTIRE RUN. i BLOCKING AT HORIZONTAL..AMR R6QUMEMENTB. •• - C AT DESIGNATED.LIEAR WALLS. 8XISTING SHEATHING TO REMAIN. .. INBOARD OF �'PERIMETER:V O.C.ENDS.D•O.C.INTERMEDIATE. D REFER TO PLANS/NOTES POR •• SOLID BLOCK RIDGE I At.USPASCIA.FASTEN W/Sd NAILS•L•O.C. VERIFY/ADO Old NAILS AS REQUIRED O T FURTHER REQUIREMENTS FOR L'O.C.SPACING AT BEAMS. _ 518TER E%I.TING FLOOR FRAMING 12•O.C.FIELD Q WNERB APPLICABLE.REFER TO FASTEN BOTTOM PLATE TO EXISTING Ph... FOR PERMIT 2 1 PRANING PLANE MBTCLL BLOTTED THROUGH Jg8T8 W/y TNBERLOK.•IL'O.C. at _ _ .. �SUBPLOOR.ORAPPEO AROUND DeSCriPtian: FASTEN NEW BEAM TO EMBEDDED 1'Mr.INTO JOISTS b BEAM.LAP EQUALLY ONTO SECOND FLOOR FRAMING PLAN Gex¢RAL BTeuCT,IRAL xOTBB, EXISTING BUBPLOOR W/Ed BOTH SIDES OP NEW POOL POST VERIFY/AOD ad NAILS•!•O.C. MATERIAL BPHCIWGATIOxB, RING NAILS•L'O.C. SHEATHING TO BOTTOM PLATE MATERIALS AND MANUFACTURERS USED BI THIS DESIGN ARE LISTED BELOW. I. ALL WORK 18 TO BE DONE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.1.0 1 SUBSTITUTIONS ARE PERMITTED UPON APPROVAL OF THE ENGINEER OP CMR MTH EDITION BABE VOLUME. CUT BACK EXISTING WALL SHEATHING TO Date RWe 12.8.201E ]. ANY NEW FRAMING OR EXISTING FRAMING THAT IS DIRECTLY AFFECTED BY THS NEW WORK HAS CENTERLMS.OF EXISTING RIM BOARD.FASTEN - .. ., ... .' D t I tl RECORD.PROVIDE MATERIAL ALL PRODUCTS S AND/OR ANY ADDITIONAL ";" -' '" - -' PERTINENT MPORMATIOM FOR ALL PRODUCTS TO BE CONSIDERED. BEEN ENGINEERED G TO CONFORM TO THE NEW CONSTRUCTION PORTION OF THE BUILDING CODE. SHEATHING TO RIM _A AND ATE,RETAIN WN - Scale: AS NOTED .%(STING FRAMING OUTRIDE OF THE SCOPE OF WORK HAS NOT BEEN EVALUATED GIVEN A FULL -- f 8d NAILS• I OJ-,ALTERNATE,REMAIN .%(STING FLOOR JOISTS L ALL CONVENTIONAL WOOD FRAMING TO BE 8PF•I/•]OR BETTER WITH A RENOVATION WILL NOT Be UNDERTAKEN.THUS FRAMING MEMBERS/SYSTEMS ARM NOT EXPOSED FOR B%IBTMG HHEATHIMG AT TOP OF RM BOARD MAXIMUM MOISTURE CONTENT OF ISL RE Val. •APPLY W GA X 1}X 90•STRAPS•82'O.C. ! 1 USB PRESSURE TREATS D WOOD AT ALL FRAMING EXP08ED TO THE B. EXISTING DRAWINGS HAVE BEEN PRODUCED THROUGH A COMBINATION OF OLDER DRAWINGS FROM OVER WALL SHEATHING.CENTER STRAP ON PREVIOUS RBNOVATION8 AS WELL AS LIMITED FIELD OBSERVATIONS.CONTRACTOR TO NOTIFY —EXISTING"BATHING BEAM WHETHER.IN CONTACT WITH CMU OR CONCRETE.OR AS INDICATED ON ARCHITECT/HNGINEER OF ANY DISCREPANCIES OBSERVED IN THE PIHLD. < © 201E-PAUL WEBER THE GRABEAM 1. NOTIPT ENGINEER/ARCHITECT OF ANY UNCOVERED FRAMING CONDITIONS THAT REVEAL T ARCHITECT,LLC B. ALL LVL BEAMS TO HAVE A Mja NM ALLOWABLE BENDING,000P 8TR8B8 OF 3 SECTION DETAIL 4 SECTION DETAIL A" UP AMC A'MODULUS OF E13 SPECUP D ROM SIO POOL DAMAGED IS DETERIORATED MEMBER.OR HIANYTHING UR THAT OTHERWISE APPEARS UNSAFE. SIOI F-r-o• 1. ALL SUPPLEMENTAL HARDWARE I.BPECIFlED PROM 8MP80M STRONG TIE S. ALL ROMAWOO S ALL DIMEBEARING WA WITH E ARCHITECTURAL DRAWINGA SIOI M'F-O' LOAD TABLES. A. ALL WOOD END BEARING WALLS ARE SHOWN BRACED OR THE FRAMING PLANS. S. THRHADEO RODS AND BOLTS TO BE A301."CEPT AT BRACED 1. ALL POSTS LOCATED WITHIN WALLS MUST BE BRACED BY FASTENING THROUGH WALL FRAMES USE A825.ALL PARTS EXPOSED TO THE WEATHER,Cl OR SHEATHING OR GYPSUM WALL BOARD AT L•O.C.BOTH SMJEB WITH TYPICAL FAST...R.FOR THAT S101 CONCRETE MUST B.GALVANIZED. APPLICATION. L. SIMPSON'BT'ePONY TIS ADHESIVE DESIGN LOADS HAVE BEEN USS,TO a. ALL FLOOR AND ROOF BEAMS MUST B6 LATERALLY BRACED ALONG THE TOP EGGS BY PA8TMNING 0 TERMINI ANCHOR EMBEDMENT.WHERE COLD WSATHBR APPLICATION IS THROUGH THE FLOOR OR ROOP SHEATHING W/ad NAILS•L•O.C. REQUIRED(LESS THAN MO DEGREES P,.SUB.TITUTS WITH BIMPBOM 1. SOLID BLOCK FLOOR CAVITY BELOW ALL WOOD POSTS BEARING PROM ABOVE. SECTION DETAIL ACRTLIC TrE ADHESIVE. IO ON al-MR SHEARPWALL CONSTRUCTION AND HOLCOWN REQUIREMENT&TO SHEAR WALL NOTES SNX M-r-o• (9 HEM," J SHEAR WALL I ,\ 1 BALLOON FRAME GABLE WALL W/]%t•I{•O.G EXCEPT 1 TOP OF HEADER PLUSH USE I}XSJ*LVL WHEN STUDS ARE GREATER THAN T-O'LONG WITH TOP PLATES IF n AL NECESSARY.COORDINATE .tGdM1 !c)BEAM SINGLE JACK DOUBLE KING 4 PAUL F.WEBER w $9 RELATIONSHIP N FIELD t•4 ]%B O WALL STUD EACH SIDE OF CENTER t� yaT $102 ] TYPICAL •P?BUBPA9GA WINDom oNLY qP� ARCHITECT,LLC. o............ ..................... ..............._...............,.. ........ ......... ............. .. ...................... ... la)2X1 8" IS)]4 e►F Do aX1 a►F CO]TINY _ O)]I00!R.I' ..5. TMYOYB YOYB. f\. .`.?:�\'. `<�+;\i. \"i• ' ICAL AT •t3 ...... 44 t ,GONTM°OYS .. I TIGX DEAD R8.. .. TYPICAL CAL N I B I I y0A ...N N III ..BETWEEN ! t'III(I 9 Suite 202tree\ ,\ q, TOP OF HEADER PWBH •\� \,. ; \'1. \,. F "b I WITH TOP PLATED Ir \ \ 5 0 TT HE a DOM. ALIGN NEW GABLE WAL II e%TeRIOR WALL \\ \\\\`� � '�`- \ 1 "\" r WITH 8%IBTMG BEARING I 1 I Mai N 1 a -��� RELATONBXIP IN FIELD TH Newport,RI 02840 \\•'\ �• ''\\ \ �:\� 'f ICI_ 4 \ --- m Tel:401.849.3390 r \ WA L B LOW -J_ I II..I �I I .. '�:\, '\`, \��_ 1xe •B•o I THIxc o L Iry rP eAL .,:I,15r :'.i5 % Fax:401.849.3397 R uBLe eruD eeTWeen p IIc°D \ I� ` - CONTINUE BHBA I , WINDOWS TYPICAL i I • O TYPICAL \ �\ \' \ ��� ��•������\:\:\`\\\ i.SMr - 3 I I,' sloz www.ptwarchitect.com ., \a \ �3\ COORDINATE PITCH \ 41 IL I}XB'LVL ! 1]II}%Ur LVL J ._. {1.1•I .. 4 li PIC TYPICAL �"�\ 9P`r)•' L!%!X�'ANGLE EACH SIDE OP RIDGE y i F G M TO LOW BEAM.PABTEN TO EACH — TOP OF HEADER PWBH \\,,,•\�"�.\ �.\\\�\'\� a ",�\\\,\ �\� � -- to W MEMBER W/12I F THROUGH BOLTS WITH TOP PLATES R NBC...ART.COORDINATE I}) RELATIONSHIP IN FIELD dd nweAL m VERFRAMING ON FULLY \ \ \ S 5 \ \,\ 1 1 1 1 1 1 '.tom ry r :BHEATXED LOWER ROOF ~D 1 TYPICAL AT HOLDOWN SCHEDULE \ \ K SHEAR WnLL \ \ \ ` \ gxR O \ ,.., _.$ AQ•Y,._$ L HOWN SHADED GH HEADERS B �e%ETIMG fiL4LL BHeATMIN �y .X0 ­TING WALL SHEATHING MARK CONNECTON COMMBNTO E\ \,\ \; \ .\ \V F D \"\ \, yBT \TO REMAIN,SHEATH OVE yeJ' 1T r —Q TO REMAIN.BREATH OVER �mti RAFTER TO RAFTER OVER RING& OI IS GAX li•X!O•LONG STEEL STRAP _ y RAPTBRB MUST ALIGN. 3O BIM►80N—A RAPTHR TO WALL INSTALL ON SHEATHED .. .����` � ... .: •_ ..:.. .... '. 3315mrt1,Svee. DINE W WALL r I - ])]XM SFF 2,]Xa SPF Providence.RI 02908 ' �\ \\� \,-E%ISTMG WALL LOCATION TO RON TO INPILL OPENING BHYOND POST Lu8 BEI21E8 } 101 7 4 21t0 hey H%TEND aX TO TOP OF RIDGE,FASTEN EACH "\ \ \ \ \. FRAME NBI WALL EXTENSION TO TO gEOYI�tEO POOR MI.211"TSIr(N„) O a%t EACH 8Me OF IBDGB SEAM I I HA Ge q 81DH W/(D)BNKHB.RHFHR TO!/M02 \ '�`�. \ \. e%T D 1/- PIT H R OP 1 w"'w.yomrtlEweO.com \ \ \I,:: 1I ODM►OON LBW ONB MDB RAFTER TO ROOM BEAM.INSTALL MDE LEG ON \,\. \ RAFTER ` \\c�•. I. fi TB]]ONE BIDE DHAM/VALLBY TO POST/HEADER BELOW. \\ \ '\' \ �,\" \" - "�—y _ \. OVBRPItAMING ON PYLLT 1 TYPICAL O CENTER STRAP ON EACH MEMBER. \ \\\\\ \ \"�\ \ : BREATHED LOWER ROOF —BBARINO WALL TO - \ \� \\� NDERSIDE RIDGE— iS• \ \ 8H N AD AT DBL pp I lO WB BHRIEB HANGER RAFTER TAR TO ROOF HEADER.INSTALL ALL BOB _ \•\\ \\ -^\ I} IW 7 IP RAFTERS } BHEAR NAGAI INTO RAFTER \,"\\ \ ,, ,\ II I I I �I I 11 �I ])2XO 8PP '� OVERWAILL•1A9T0K3 `k L lO IkXIS GA X IF LONG STRAP HEADER TO JACK BELOW.CENTER STRAP ON EACH \ \�' \ \ EMEND HXIBTMG i 8 PITCH 818THR PJ08TING RAFTERS W/I]XM SFF•N•O.C.AND ` ROOF V D00 bFF MEMBER.FILL ALL NAN.NOWS, �. \ \� I.I 00 L W/ 10 PF•8• ,C. I RB XE G RAFTERS RH BAD WF AT DO RIDGE TO RMGE.INSTALL ALL=6 SHEAR 8 Hu SERE.HANGER O INTO HANGER � T OIL _ fi CONTMUOUB 1 Yu I RA OER I VALLEY TO RMGG PJmeD TMBCRLOKB b'MM INTO ` `\\.\ \ I' O IIY}\ RIDGE OVER BIOS IIIII \ RI L �1I 9 IM TMBBRLOKB RIDrdEVTO EA CH ME OF POST.CENTERED ON \ I P8 BUPPOR I I TT AL ( t I I\ , JI OIL eMPSON MDTAlt STRAFE EACH MEMBER INSTALL BEFORE VALLEY. I \, XH•LVL.. _:......."_._. _.. ._.�.f. , , ['}-, "•� )"1}XN•LVL r BLOT THROUGH BUSN.00R,WRAP AROUND BEAM IN 3 9 f : 1 10 14 I I 1 3}^ II SRIFBON META{{STRAF FLOOR.ReFBR TO 1/510I. • - S III ffflll It Itl i ....... ........ iGi Iel ,119 lBio89 � !I o �IB GA X I{'X 30'STRAPS RAFTER TO RAFTER OVER RIDGE TYPICAL .' 11 "4� II•� II —144•—pp111 Il _{ll 4 ,AL- r I' _., , A, ,„ IN PLANS FOR eRe � � .... .. SIMPSON H]SA TYPICAL ON BREATHED SIDE OF WALL I • ft-1 LAPPED EACH .... .......- �i SID.OF RIDGE DOWN TO TOP PLATES a .. y { see PLANE FOR POST=a _- a i I.1 II� ROOF FRAMING PLAN IN \ SECTION DETAIL lur-r-o• 1'J �3�SECTION DETAIL 910a BM] r-r-o• BM] r-r-o• \ I \ I •) NOTE:SHEAR WALL PERIMETER NAILING INCLUDES THE Job 0601 PERIMETER ZONE SHOWN SHIADED. PERIMeTER OF THE SHEATHING,PA8T 15 oP SHEATHING BURG WALL TO UNDERSIDE OF ROD PASTEN SHEATHING TO STUDS/ TO TOP PLAT a. BILL PLATE&SOLE PLAY". WINDOW t ROMEIon: SHEATHING OR INSTALL DOUBLE RAFTER SOLID BLOCKING W/ad NABS•4 O.C. DOOR JACK.AND DOUBLE END 8TYD8. OVER WALL FASTEN ROOF SHEATHING IB GA X 1k X 30•STRAPS RAFTER TO WALL/RAPTER W/fid NAILS•L•O.C. I I I 11 1 I I TO RAFTER OVER RIDGE TTPICAL� I 1 I I - 1 1 I I L__ J.L J _____ 1 L_ J L J L-- _J.L _ J L I� 11 I II LSXbx;•PAaTENED TO RIDGE I'1 1 I I I I V 1 LOW BEAM W/f])F'THROUGH If I I I S I I I I I'I r-., I I I I.I I I BOLTS I I I I I f I I I I I I.I I I I I 1:�I 1 1 Phesa FOR PERMIT I I I F.II II 11 II II � I I I I I' i t Deeci tion: ___________________ _ 11 1 I I 1 1 I I I I I I f� I I P !. I:i i i t i i • i i 1 I I'I i I ROOF FRAMING PLAN :i i I•I �+ i i i i i i I: I i i i a Dote Issued: 12.6.2018 Scale: AS—NOTED LUG SERER HANGERS TYHCALJ i O I'1 Yj I I I I i 1 1 I I I'i I I 0 ARCHITEC7 LLC UL WEBER 1XL PeL BELOW RIDGE %.1 i 1 I I i _ i i I f.� SHEATH WALL NULL HOGHT.BLOCK i''I I i t II BEAM&REFER TO SHEAR WALL ! ! I I I I I w • NOTES MR FURTHER RSOUIREMENTa -. - II 11 YJ I - III li ii I, II II 11 II SECTION DETAIL S102No. eul] r r-C 9. S SHEAR WALL SHEATHING ELEVATION aE eM] r-r-o- b G o-� r 01 ,Nw + ... .. r PAUL F WEBER . _ AA ARCHITEC T LLC . _ w AA AA t7 16 7s 14 13.�AA AA AA Thames, -'. ,, f I k �-. 72 11 10 9 8 ' - I .. - 449 pSuite 202 Street., _ Newport,RI 02840 DN ' : Tel:401.849.3390 r - Fax:401.849.3397 A300 /' eTreads�n' AA I _ � —— SCOPE. www:pfwarchitect.com _ 6 S � ........... I I EMPLOYEE.. ----r---- --- .---- --- ----- -- ----- -1 ` MEETING ROOM' C OF 300 300 __ I;- 4 �J -— z i I . r � _ 300 1 t' J %�, / ye ,�i,;:- .°a ✓/�� ,,.�/ ..,,•gig c i „' ,..,,"a� v'i.... ,,. i'.�- y , i.�- . - ,.��-:� - 3 4a NOTE: egad w �' NOTE:' DUCTWORKTO BE RELOCATED AREA WITH EXISTING UTILITIES AND , ', UP DUCTWORK TO BE RELOCATED - - / _ _ STORAGE j _ Sti�Ab - �- AND OR CONSOLIDATED TO BB CLOSET 00 MAXIMIZE SPACE. A C OFFICE OFFICE /r OFFICE r P�� oy 303 �, i z HALL O --- -- — BB SERVER/DATA �;, r \� •„i v� TELEPHONE 301 — - r ' -- SCOPE OF WORK , • �. NOTE: _ hj .__••-� INFILL EXISTING OPENING NEEDED WITH SIMILAR MATERIALS: _ <..._-...D .• I - - -....._ .... I` '- i N y'. RECEPTION 1 Ph—: PROGRESS SET; I I , cnPoon r I I TH RD FLOOR PIANO 00 'III 5ca Ia AS NOTED ; 2018-PAULWEBERARCHITECT,LLC Al 02 THIRD FLOOR PLAN SCALE:3/8"-V-0" .. :. - O ¢-. - : � - PAUL F.WEBER' ... ARCHITECT,LLC. 449 Thames Street ::_ I _ Suite it 0 Newport,RI02840. . 1 ..._ .... ... - Tel:401:849.3390 Fax:401.849.3397 - I ..... ......... ........ ........ ..._ _ . www.pfwarchitect.com : r - SCOPE.OF WORK • I - I. z I A300 I - _ .............. i • Oe 4 - - - - - - - - -- - - - � - - - hie I L . dby 1 ... ... I a. I I - = � SCOPE:O W F ORK-' Jab#:1601 1 Revr— y .. ................. ...._.............................._ " ............._..... Phase; PROGRE55 SET �'� 1 I cr:Prion: ROOF PLAN S I AS NOTED 08171018 — — — — — — -- — — — V - 1 1 2018-P.AUL WEBER��.RC.=. - 0 ROOF FLOOR PLAN _ Al 03 SCALE:3/8"-V-0" ARCHITECT,LLC. ® Suite r Tel:401.849.3390 Fax:401.849.3397 IILow M I - s.-.o■ a _� �itl Illlli,.. ® I® " Illllllllllllllllllllllllllllli I — IIIIIIL� Illll�llllllll�li�� �_ �_ _�IIIIIIIIIIIIII__- iii .. ... - ... r _- =Ine —ue eee ■ OO . eke MI LE . s s t S0R9,,_' ���II III Lit -_ ■ ■ . w 0_ .._ ..i e=_ vo... • a UJ 'UU—-im = - ...I_ — A. ire . I � I -- o�ol�l �►�� I�lo��i�l �����II�..il_II ���� I ;� Gu . . PROGRESS SET ®�, -��''�I�olflllh��l�l'�SJ'�LIIILII1lI�IJI�'h--� �_ �I � e�lll�lll®III■1�111�1 �� ;�.�� i�r.; �.,� >�,,.�®.....:; i� 03 e_ BUILDING ELEVATIONS ., Inn �nl� ^UL .u� 11