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HomeMy WebLinkAboutExhibits A-EEXHIBIT A EXHIBIT B Town of Barnstable Planning and Development Department Elizabeth Jenkins, Director Staff Report Variance No.2022-018 –Holian Family Trust 240-007 D. Lot Shape Factor To divide one existing lot into two lots Date:April 19, 2022 To:Zoning Board of Appeals From:Anna Brigham, Principal Planner Petitioner:Holian Family Realty Trust, Janet Holian Trustee Property Address:250 Windswept Way, Osterville, MA Assessor's Map/Parcel:051/012 Zoning:Residence F-1 (RF-1)Zoning District, Resource Protection Overlay District (RPOD) Filed:March 29, 2022 Hearing:April 27, 2022 Decision Due:July 7, 2022CopyofPublicNotice Janet Holian, Trustee, Holian Family Realty Trust, has petitioned for a Variance from Section 240- 7 D. Lot Shape Factor for Parcel B on a plan showing Lot Division. The Petitioner is seeking to divide the existing lot into two lots. The subject property is located at 250 Windswept Way Osterville, MA as shown on Assessor’s Map 051 Parcel 012. It is located in the Residence F-1 RF-1) Zoning District and Resource Protection Overlay District (RPOD). Background The property addressed as 250 Windswept Way, Osterville,consists of 4.62 acres with frontage on Windswept Way and Sunset Point, overlooking Cotuit Bay in Osterville.The property is improved with a 6-bedroom dwelling, 4,739 square feet of living area (9,289 gross square feet), constructed in 1925. The lot also contains a 1-bedroom carriage house, a pool,a detached 3-car garage, and a dock. The area consists of a variety of sized residential lots. Proposal &Relief Requested The Petitioners are proposing to divide one lot into two lots, one of which will be the site of the existing single family dwelling (Parcel B) with accessory structures. The other lot (Parcel A) will become developable. The need for a variance arises because Parcel B will not meet the Lot Shape Factor requirement of 22 or less in Section 240-007 D. SHAPE FACTOR (LOT SHAPE FACTOR)is defined as: The numerical value resulting from: A. Division of the square of the perimeter in feet of a lot by the area in square feet thereof; or B. Division of the square of the perimeter in feet of that portion of a lot intended as the site for building by the area in square feet thereof. Variance Findings The statutory requirement of MGL Chapter 40A, Section 10 for granting a variance is a three- prong test. The Board is required to find that each of the following three requirements has been met in order to consider granting the variance: Town of Barnstable Planning and Development Department Staff Report Appeal 2022-018-Holian 2 1.owing to circumstances related to soil conditions, shape, or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located; 2.a literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner; and 3.desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. An application for a variance that has met all three requirements “does not confer … any legal right to a variance.” The Board still has the discretionary power to grant or not to grant the variance. Suggested Variance Conditions Should the Board find to grant the variance, it may wish to consider the following conditions: 1.Variance No.2022-018 is granted to Holian Family Realty Trust, Janet Holian Trustee, to allow the division of 250 Windswept Way, Osterville, MA to be divided into two lots, one of which will not comply with Section 240-007 D. Lot Shape Factor. 2.Parcel A will have approximately 92,169 square feet of total lot area.Parcel B will have approximately 87,133 square feet of total lot area. 3.The site development shall be in substantial conformance with the plan entitled “Plan showing Lot Division at 250 Windswept Way Barnstable (Oyster Harbors) MA”prepared for Holian Family Trust, drawn and stamped by CapeSurv, dated March 7, 2022. 4.This 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.The rights authorized by this variance must be exercised within one year, unless extended. Copies:Petitioner (c/o Attorney Michael Ford) Attachments:Application Plan EXHIBIT C RE: Building Permit BLDR-23-780 6/26/23 250 Windswept Way Osterville, MA 02655 Mr. Jaxtimer Please be advised that the above application has been reviewed and the following is noted. 1) Incomplete application, unable to do full plan review. Insufficient construction documents provided. 780CMR R322.1.11. The construction documents shall include documentation that is prepared and sealed by a registered design professional that the design and methods of construction to be used meet the applicable criteria of this section. 2) Proposed project does not comply with the Town of Barnstable Zoning Ordinance 240-7 Application of District Regulations. Section F (Number of buildings allowed per lot) Subsection (1) Residential districts: Unless otherwise specifically provided for herein, within residential districts, only one principal permitted building shall be located on a single lot. The application is denied pending submission of the required documents (780 CMR R105.3) and, if aggrieved by this notice: you may appeal to the Building Appeals Board within 45 days in accordance with M.G.L. Chapter 143 Section 100. And also is denied pending demonstration of compliance with the Town of Barnstable Zoning Ordinance 240-7 and if aggrieved by this notice: you may file appeal with the Town Clerk of Barnstable, within 30 days in accordance with Massachusetts General Law Chapter 40A Section 15. Please do not hesitate to contact with me with any questions. Thank you. Respectfully Richard Pereira Local Inspector (508) 862-4033 richard.pereira@town.barnstable.ma.us EXHIBIT D EXHIBIT E Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square© Patrick Ahearn FAIA ArchitectCoverARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.CoverNot To ScaleDrawing Scale:The Holian Residence -Lot A250 Windswept WayOyster Harbors, MAS-0 GENERAL NOTESS-1.0 FOUNDATION FRAMING PLANS-1.1 FIRST FLOOR FRAMING PLANS-1.2 SECOND FLOOR FRAMING PLANS-1.3 THIRD FLOOR / ROOF FLOOR FRAMING PLANS-2.0 DETAILSS-2.1 DETAILSS-2.2 DETAILSS-2.3 DETAILS Permit - CD SetAugust 20, 20231.0 SITE PLANCivil DrawingsDrawing IndexPatrick Ahearn Architect LLCPatrick Ahearn FAIA, Architect160 Commonwealth AvenueBoston, Massachusetts 02116p: 617.266.1710f: 617.266.2276Structural Engineer:One Billings RoadQuincy, MA 02171 P: 617.328.3320F: 617.786.7715Arthur Choo Associates, Inc.Structural DrawingsE.J. Jaxtimer Builder, Inc.General Contractor:48 Rosary LaneHyannis, MA 02601P: 508.771.4498F: 508.775.4909Civil Engineer / Surveyors:711 Main Street / P.O. Box 659Osterville, MAP: 508.428.3344F: 508.428.9617Sullivan Engineering & Consulting, Inc.A-1.0 FOUNDATION FLOOR PLANA-1.1 FIRST FLOOR PLANA-1.2 SECOND FLOOR PLANA-2.0 FOUNDATION REFLECTED CEILING PLANA-2.1 FIRST FLOOR REFLECTED CEILING PLANA-2.2 SECOND FLOOR REFLECTED CEILING PLANA-3.0 EXTERIOR ELEVATIONSA-3.1 EXTERIOR ELEVATIONSA-3.2 EXTERIOR ELEVATIONSA-3.3 EXTERIOR ELEVATIONSA-3.4 EXTERIOR ELEVATIONSA-3.5 EXTERIOR ELEVATIONSA-3.6 EXTERIOR ELEVATIONSA-4.0 BUILDING SECTIONA-4.1 BUILDING SECTIONA-4.2 BUILDING SECTIONA-4.3 BUILDING SECTIONA-4.4g GARAGE BUILDING SECTIONA-5.0 DETAILSA-5.1 DETAILSA-6.0 WINDOW SCHEDULE & HARDWAREA-6.1 DOOR SCHEDULE & HARDWAREA-7.0 INTERIOR ELEVATIONSA-7.1 INTERIOR ELEVATIONSA-7.2 INTERIOR ELEVATIONSA-7.3 INTERIOR ELEVATIONSA-7.4 INTERIOR ELEVATIONSA-8.0 MILWORK DETAILSA-8.1 MILWORK DETAILSA-8.2 MILWORK DETAILSArchitectural & Civil DrawingsBriggs Engineering & TestingSOIL ENGINEERS:100 Weymouth Street, Unit c-2P.O. Box 369,Rockland, MA 02370P: 781.871.6040 ext 203 DEVELOPED PROFILE OF SYSTEMNOT TO SCALENOT TO SCALECROSS SECTION OF FLOW DIFFUSORDESIGN DATASingle Family - 5 Bedroom @ 110 GPD No Garbage Grinder Total Daily Flow = 550 GPD Use a 1500 Gal H-20 Septic TankLEACHING AREA550 GPD / 0.74 (LTAR) = 743 SF RequiredSidewall = 2(12' + 56')X0.96' = 130 SFBottom Area = (12' x 56') = 672 SF802 SF Total Provided (593 GPD)LEACHING CHAMBER DESIGNAll Pipes to be Schedule 40. Use6 Concrete H-20 Flow Diffusors in a12' x 56' Double Washed Stone Field as Shown.SEPTIC NOTES 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe (1-888-344-7233). 2. The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Coordination With Cotuit Water, and Shall be in Accordance With 248 CMR 1.00 - 7.00 & 310 CMR 15.00. 4. A Minimum of 9" of Cover is Required for All Components. 5. All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading. It is the Engineer's Recommendation that H-20 Always be Used. 6. Install Watertight Risers and Covers to Within 6" of Finished Grade Over Septic Tank Inlet, and Outlet, D-Box, and Two Leaching Chambers. All covers are to be maximum 18" for concrete or 24" Cast Iron. 7. Septic System to be Installed in Accordance With 310 CMR 15.00 & 248 CMR 1.00 - 7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. 8. All Piping to be Sch. 40 PVC. 9. D-Box Shall Have a Minimum Inside Dimension of 12", and a Minimum Sump of 6".10. The Separation Distance Between the Septic Tank, and Tank Inlets and Outlets Shall be No Less than the Liquid Depth. Inlet Tees Shall Extend a Minimum of 10" Below the Flow Line. Outlet Tees Shall Extend 14" Below the Flow Line, and Shall be Equiped With a Gas Baffle.SITE PASSEDTEST HOLE - 2O/A LAYER 10YR 3/2VERY DARK GRAYISH BROWNSANDY LOAMB LAYER 10YR 4/6DARK YELLOWISH BROWNLOAMY SANDC LAYER 10YR 7/3VERY PALE BROWNMED. SANDPERC TEST25 GALLONS IN 5 MIN.PERC RATE < 2MIN/IN (LTAR = 0.74)GROUNDWATER ENCOUNTERED0.04.76.5EL. 7.027"3.85"33"EL. 6.56.14.380"-0.284"6"28"TEST HOLE - 1O/A LAYER 10YR 3/2VERY DARK GRAYISH BROWNSANDY LOAMB LAYER 10YR 4/6DARK YELLOWISH BROWNLOAMY SANDC LAYER 10YR 7/3VERY PALE BROWNMED. SANDGROUNDWATER ENCOUNTEREDPERC TEST: 22-196PERFORMED BY: JOHN O'DEA, PE - SULLIVAN ENGINEERINGSOIL EVALUATOR NO. 2911WITNESSED BY: DAVID STANTON, R.S. - TOWN OF BARNSTABLE OCTOBER 3, 2022TEST HOLE - 4O/A LAYER 10YR 3/2VERY DARK GRAYISH BROWNSANDY LOAMB LAYER 10YR 4/6DARK YELLOWISH BROWNLOAMY SANDC LAYER 10YR 7/3VERY PALE BROWNMED. SANDPERC TEST25 GALLONS IN 5 MIN. 30 SEC.PERC RATE < 2MIN/IN (LTAR = 0.74)GROUNDWATER ENCOUNTERED-0.25.87.1EL. 7.826"4.79"34"EL. 7.56.85.396"-0.596"8"24"TEST HOLE - 3O/A LAYER 10YR 3/2VERY DARK GRAYISH BROWNSANDY LOAMB LAYER 10YR 4/6DARK YELLOWISH BROWNLOAMY SANDC LAYER 10YR 7/3VERY PALE BROWNMED. SANDGROUNDWATER ENCOUNTEREDEL. 0.53HIGH GROUNDWATERPER MONITORING WELLNOVEMBER 2022Holian Family Realty Trust1 1 ZONE:ASSESSORS REF.:OVERLAY DISTRICT:FLOOD ZONE:LOCATION MAP:January 24, 2023 1"=30'Barnstable MA 250 A Windswept WayProposed ImprovementsLEGEND:FEMA Zone CapeSurvSite PlanAtDIRECTIONS:WindsweptSunset Point WayFEMA ZoneFEMA ZoneWindsweptWayParcel ALocus 28'-0"Garage SlabPatio SlabMECHANICALACCESS VERIFYENTRY WITHSITE PLANgrade:+7.0'grade:+8.0'grade:+9.0'grade:+10.0'grade:+11.0'grade:+11.0'grade:+10.0'grade:+10.0'grade:+9.0'grade:+8.0'grade:+7.0'grade:+6.0'grade:+5.0'16'-6"28'-0"13'-0"28'-0"5'-318"5'-4" 26'-0"24'-0"8'-6"16'-8"24'-0"19'-7"49'-1"28'-0"8'-6"16'-8"Foundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESPatio CrawlBREAK-AWAY LATTICEWALL / DOORS onfoundation wall -seestructurals26'-0"8'-2"3'-538"2'-1" 4'-734"10'-0"6'-0"14'-0"1 A-4.0 1 A-4.31A-4.11A-4.2STEPPEDFOUNDATIONS VERIFYWITH STRUCTURALSTEPPEDFOUNDATIONS VERIFYWITH STRUCTURALSTEPPEDFOUNDATIONS VERIFYWITH STRUCTURALFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESFLOOD VENTS 12" ABOVE GARAGE FLOORFLOOD VENTS 12" ABOVE GARAGE FLOORFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESFoundation Walls / Crawl Space withflood VENTS LOCATED 12" ABOVE GRADE PERCODE -SEE STRUCTURAL FOR SLAB HEIGHTFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESSTEPPEDFOUNDATIONS VERIFYWITH STRUCTURALSTEPPED FOUNDATIONSVERIFY WITH STRUCTURALslab:+6.0'slab:+6.0'slab:+6.0'slab:+6.0'NBasementFloor PlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-1.0© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin SquareGeneral Note:REFERENCE & COORDINATESTEPPED FOUNDATION ANDFOOTING HEIGHTS WITHSTRUCTURAL DRAWINGS 25'-0"UPK-3429MEMOIRSTOILETSVITREOUS CHINA K-3429MEMOIRSTOILETSVITREOUS CHINA M. Bed #1 Covered Patio(OPTIONAL SCREENED PORCH)P.R. #1GreatRoomEntry HallBUILT-INM. Bath #1BUILT-INREF.28'-0"16'-6"28'-0"13'-0"28'-0"5'-418"5'-4" M. Sittingw.i.c.2-Car GarageBuilt-Ins Kitchen 48" Range MICROREF.DRAWERSD.W.BUILT-IN SEAT W.I.PantryMech.LaundryGallery26'-0"24'-0"COBBLESTONE APRON8'-6"16'-8"PARKING COURTart wallStairHallTV with Built-Ins6'-0"10'-0"covered Open AirBreezeway Connector36" REF./FRZR.Use understair Spacebench w/ storage "Cabinet" concealed door Closetoptional doorDNDNDN24'-0"19'-7"19'-7"29'-6"1'-6"1'-6"49'-1"10'-0"open toabove6'-9"11'-6"6'-9" 6'-0"6'-2"6'-10"5'-3"7'-312"3'-1112"4'-4"4'-2"Driveway to SharedFamily CompoundDrivewaygrade:+7.0'grade:+8.0'grade:+9.0'grade:+10.0'grade:+11.0'grade:+11.0'grade:+10.0'grade:+10.0'grade:+9.0'grade:+8.0'grade:+7.0'grade:+6.0'grade:+5.0'28'-0"8'-6" CoveredPorch16'-8"12'-8"covered entryType 2Type 5Type 5Type 4Type 3 Type 3ccccBBBAAAABB6'-2"6'-10"5'-278"6'-418"4'-11"EODDDDD2668 246824682668 26684668 246814682668 2868 13068 24685'-438"8'-758"8'-734"5'-414"14'-0"14'-0"4'-4"4'-2"5'-614"8'-534"8'-534"5'-614"2'-8"2'-8" 6'-312"15'-6"4'-212"6'-4"11'-4"6'-4"6'-312"13'-478"6'-312"6'-4"11'-418"6'-4"9'-112"9'-4"1'-1112"1'-1112"2'-4 14"8'-714" 1'-634"3'-634"2'-838"5'-318"11'-514"6'-338"2'-638"12'-912"16'-512"9'-512"8'-812"9'-1"8'-6"1'-1038"2'-1038"2'-1"9'-134"1'-1112"1'-1112"4'-1 12" 1'-10"3'-912"3'-11"7'-534"3'-938"6'-238"1'-1"1'-312"2'-3"4'-712"7'-0"Turn Off to SharedFamily CompoundDriveway6'-11"12'-912"5'-4"4'-212"7'-3"2'-212"7'-512"9'-034"8'-812"17'-7"19'-7"REF.DRAWERSor pocket door A1 A-4.01A-4.11A-4.21 A-4.3A7.0123A7.0CAB4DA7.09121110A7.015 161314A7.1312SideEntryA7.17546810119A7.1A7.22413NFirst FloorPlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-1.1© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square DN Upper Lounge Bed #3Bed #2(OPEN TOBELOW)Office24'-0" Balcony BUILT-INDRESSER OVERLOOK K-3429MEMOIRSTOILETSVITREOUS CHINA K-3429MEMOIRSTOILETSVITREOUS CHINA Upper SittingAreaCAST IRONBATHMEMOIRSK-721 Bath #2Bath #36'-0"Open To Below26'-0"24'-0"CLOSET(CATHEDRALCEILING ABOVE)(CATHEDRAL CEILING)CLOSET mep chase Office /StudyRubber Membrane Flat Roofwrapped beams Deck 28'-0" 26'-0" 7'-712"5'-412"7'-712"5'-412"± 1'-8"1'-0"1'-0"± 8'-514"POST± 1'-9"POST± 1'-9"POST± 11'-318" POST ± 1'-9" POST± 8'-514"POST± 1'-9"POST± 1'-9"POST± 1'-9" POST ± 11'-318" POST16'-6"28'-0"13'-0"28'-0"5'-418"7'-6"8'-6"16'-8"19'-7"49'-1"28'-0"8'-6"16'-8"JJHFFFFFFEgKKLL2668 26682668266826682668(2)1668 2468 2468 POCKET DOOR 12'-0"12'-0"13'-0"13'-0" 13'-0"13'-0"5'-278"7'-358"7'-7"10'-412"10'-912"6'-4"5'-412"10'-3 12"10'-312"5'-412"6'-4"10'-912"10'-5"3'-312"4'-3"7'-358"4'-3"1178"16'-0"1'-1134"1'-1114"3'-238"5'-734"5'-658"17'-814"2'-5"2'-212"4'-4"2'-1" 7'-9"7'-738"3'-5 12"4'-212"3'-858" 1'-3"1'-2 14"7'-334"2'-0 12"2'-0 12"3'-9 12"2'-5 12"2'-212"1'-312"16'-0"2'-5"1'-6"8'-1018"5'-658"6'-558"11'-212"Shared Hall5'-11"2'-0 12"2'-0 12"5'-7"11'-458"7'-112"1'-1114"1'-1114"1'-1134"3'-0"3'-738"2'-014"3'-018"2'-612"11'-712"2'-912"13'-6" 2ND FLR GALLERY 1 A-4.01A-4.11A-4.21 A-4.3A7.3312A7.3645A7.3897A7.41243A7.4675NSecond FloorPlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-1.2© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Garage SlabPatio SlabMECHANICALACCESS VERIFYENTRY WITHSITE PLANPPPFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESPatio CrawlPPPPPBREAK-AWAY LATTICEWALL / DOORS onfoundation wall -seestructurals5'-7" 5'-7" 1 A-4.0 1 A-4.31A-4.11A-4.2Foundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESFLOOD VENTS 12" ABOVE GARAGE FLOORFLOOD VENTS 12" ABOVE GARAGE FLOORFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDESFoundation Walls / Crawl Space withflood VENTS LOCATED 12" ABOVE GRADE PERCODE -SEE STRUCTURAL FOR SLAB HEIGHTFoundation Walls / Crawl Spacewith flood VENTS LOCATED 12"ABOVE GRADE PER CODE ALONGSLOPED SIDES10'-914" 10'-914" 1'-0"1'-0"NEW WALLRCP KEYSURFACE MOUNTED FIXTUREELECTRICAL OUTLETCABLE/ NETWORK/ PHONELIGHT W/ WHITE STEPPED BAFFLE.4" LITELINE RF405 120 VDIMMER SWITCHD3STHREE-WAY SWITCHSSWITCHSSMOKE DETECTORTOILET EXHAUST FANCEILING PENDANT - TO BE SPECIFIED,WALL SCONCE - TO BE SPECIFIED,CARBON MONOXIDE DETECTORCORECESSED FIXTUREWALL MOUNTED OUTDOORRECESSED WALL WASHING FIXTURECDCLOSET LIGHT ON JAMB SWITCHRECESSED LIGHT. SEE LANDSCAPE LIGHTINGCORE DRILL VERSA STARPUNDER CABINET LOW VOLTAGE STRIP LIGHTCWRECESSED LIGHT WITH WATERPROOFENCLOSURE REFLECTED CEILING PLAN GENERAL NOTES CEILING HEIGHTS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED.1" X 4" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 6" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 8" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.ART LIGHT ("LIBRARY LIGHT")1. POWER OUTLETS ARE TO BE LOCATED PER THE ELECTRICAL CODE. (ONLY SPECIFICALLY REQUESTEDLOCATIONS OF OUTLETS WILL BE SHOWN ON THE PLAN.)2. ALL KITCHEN AND BATH OUTLETS TO BE GFCI3. ALL ELECTRICAL BOXES TO BE INSTALLED WITH WHIPS UNTIL LIGHTING SCHEDULE IS CONFIRMED4. ALL BATHROOM RECESSED LIGHT FIXTURES TO WET-RATED5. ALL SHOWER RECESSED LIGHTS TO BE SHOWER RATED6. ALL EXHAUST FANS TO BE PUT ON TIMERS7. CONTRACTOR TO BUY ALL EXHAUST FANS AND RECESSED LIGHTS PER DESIGNER SPECIFICATION8. ALL FLOOR OUTLETS TO BE INSTALLED FLUSH WITH FLOOR9. ALL CLOSETS, INCLUDING LINEN, TO HAVE ONE LIGHT WITH JAMB SWITCH UNLESS OTHERWISE NOTED.10. ALL CASED BEAMS AND SOFFITS TO BE VERIFIED IN FIELD WITH ARCHITECT.11. EXTERIOR LIGHT PLACEMENT TBD.12. ALL EXTERIOR OUTLETS TO BE VERIFIED WITH OWNERS IN FIELD.X'-X"BARE BULB SURFACE MOUNTEDPORCELAIN FIXTURECLEDCEILING FAN HEAT DETECTORhNFoundationReflectiveCeiling PlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-2.0© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square M. Bed #1 Covered PatioP.R. #1GreatRoomEntry HallM. Bath #1 M. Sittingw.i.c.2-Car Garage Kitchen W.I.PantryMech.LaundryGalleryPARKING COURTStairHallcovered Open AirBreezeway ConnectorWWPP CoveredPorchCCCCCCCCCCCCCCCCcovered entrySCOSSCOShOPENER OPENERSideEntrysee 2ndfloor rcpsee 2ndfloor rcpsee 2ndfloor rcpNEW WALLRCP KEYSURFACE MOUNTED FIXTUREELECTRICAL OUTLETCABLE/ NETWORK/ PHONELIGHT W/ WHITE STEPPED BAFFLE.4" LITELINE RF405 120 VDIMMER SWITCHD3STHREE-WAY SWITCHSSWITCHSSMOKE DETECTORTOILET EXHAUST FANCEILING PENDANT - TO BE SPECIFIED,WALL SCONCE - TO BE SPECIFIED,CARBON MONOXIDE DETECTORCORECESSED FIXTUREWALL MOUNTED OUTDOORRECESSED WALL WASHING FIXTURECDCLOSET LIGHT ON JAMB SWITCHRECESSED LIGHT. SEE LANDSCAPE LIGHTINGCORE DRILL VERSA STARPUNDER CABINET LOW VOLTAGE STRIP LIGHTCWRECESSED LIGHT WITH WATERPROOFENCLOSURE REFLECTED CEILING PLAN GENERAL NOTES CEILING HEIGHTS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED.1" X 4" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 6" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 8" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.ART LIGHT ("LIBRARY LIGHT")1. POWER OUTLETS ARE TO BE LOCATED PER THE ELECTRICAL CODE. (ONLY SPECIFICALLY REQUESTEDLOCATIONS OF OUTLETS WILL BE SHOWN ON THE PLAN.)2. ALL KITCHEN AND BATH OUTLETS TO BE GFCI3. ALL ELECTRICAL BOXES TO BE INSTALLED WITH WHIPS UNTIL LIGHTING SCHEDULE IS CONFIRMED4. ALL BATHROOM RECESSED LIGHT FIXTURES TO WET-RATED5. ALL SHOWER RECESSED LIGHTS TO BE SHOWER RATED6. ALL EXHAUST FANS TO BE PUT ON TIMERS7. CONTRACTOR TO BUY ALL EXHAUST FANS AND RECESSED LIGHTS PER DESIGNER SPECIFICATION8. ALL FLOOR OUTLETS TO BE INSTALLED FLUSH WITH FLOOR9. ALL CLOSETS, INCLUDING LINEN, TO HAVE ONE LIGHT WITH JAMB SWITCH UNLESS OTHERWISE NOTED.10. ALL CASED BEAMS AND SOFFITS TO BE VERIFIED IN FIELD WITH ARCHITECT.11. EXTERIOR LIGHT PLACEMENT TBD.12. ALL EXTERIOR OUTLETS TO BE VERIFIED WITH OWNERS IN FIELD.X'-X"BARE BULB SURFACE MOUNTEDPORCELAIN FIXTURECLEDCEILING FAN HEAT DETECTORhNFirst FloorReflectiveCeiling PlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-2.1© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Upper Lounge Bed #3Bed #2Office Balcony Upper SittingAreaBath #2Bath #3Open To BelowOffice /StudyRubber Membrane Flat Roof Deck ± 1'-8"WWSCOSCOSCOSSSShared HallSh2ND FLR GALLERY NEW WALLRCP KEYSURFACE MOUNTED FIXTUREELECTRICAL OUTLETCABLE/ NETWORK/ PHONELIGHT W/ WHITE STEPPED BAFFLE.4" LITELINE RF405 120 VDIMMER SWITCHD3STHREE-WAY SWITCHSSWITCHSSMOKE DETECTORTOILET EXHAUST FANCEILING PENDANT - TO BE SPECIFIED,WALL SCONCE - TO BE SPECIFIED,CARBON MONOXIDE DETECTORCORECESSED FIXTUREWALL MOUNTED OUTDOORRECESSED WALL WASHING FIXTURECDCLOSET LIGHT ON JAMB SWITCHRECESSED LIGHT. SEE LANDSCAPE LIGHTINGCORE DRILL VERSA STARPUNDER CABINET LOW VOLTAGE STRIP LIGHTCWRECESSED LIGHT WITH WATERPROOFENCLOSURE REFLECTED CEILING PLAN GENERAL NOTES CEILING HEIGHTS ARE TO MATCH EXISTING UNLESS OTHERWISE NOTED.1" X 4" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 6" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.1" X 8" ON-THE-FLAT CEILING PANEL WITH A&M # 1667 1 3/8" BASE CAP.ART LIGHT ("LIBRARY LIGHT")1. POWER OUTLETS ARE TO BE LOCATED PER THE ELECTRICAL CODE. (ONLY SPECIFICALLY REQUESTEDLOCATIONS OF OUTLETS WILL BE SHOWN ON THE PLAN.)2. ALL KITCHEN AND BATH OUTLETS TO BE GFCI3. ALL ELECTRICAL BOXES TO BE INSTALLED WITH WHIPS UNTIL LIGHTING SCHEDULE IS CONFIRMED4. ALL BATHROOM RECESSED LIGHT FIXTURES TO WET-RATED5. ALL SHOWER RECESSED LIGHTS TO BE SHOWER RATED6. ALL EXHAUST FANS TO BE PUT ON TIMERS7. CONTRACTOR TO BUY ALL EXHAUST FANS AND RECESSED LIGHTS PER DESIGNER SPECIFICATION8. ALL FLOOR OUTLETS TO BE INSTALLED FLUSH WITH FLOOR9. ALL CLOSETS, INCLUDING LINEN, TO HAVE ONE LIGHT WITH JAMB SWITCH UNLESS OTHERWISE NOTED.10. ALL CASED BEAMS AND SOFFITS TO BE VERIFIED IN FIELD WITH ARCHITECT.11. EXTERIOR LIGHT PLACEMENT TBD.12. ALL EXTERIOR OUTLETS TO BE VERIFIED WITH OWNERS IN FIELD.X'-X"BARE BULB SURFACE MOUNTEDPORCELAIN FIXTURECLEDCEILING FAN HEAT DETECTORhNSAecond FloorReflectiveCeiling PlanARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-2.2© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 28'-0"GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'M.H. 2ND FLOOREL. 22.65'M.H. FIRST FLOOREL. 13.0'M.H. 2ND FLOOREL. 22.65'NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGHXAstone veneerchimneys9'-412"6'-8"WIN. HEIGHT 6'-978"WIN. HEIGHT± 24'-034"COMPOSITE RAILINGSYSTEM -TYP.stone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantSHUTTERS &FLOWER BOXES-PTD.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.COPPER COACHLIGHTScrawl spaceEL. 6.0'ExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.0© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 55" TVOpen Air BreezewayConnectorGARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'DRIVEWAYEL. 10.0'M.H. FIRST FLOOREL. 13.0'M.H. 2ND FLOOREL. 22.65'NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGBAAFFFgBBCMKstone veneerchimneysstone veneerchimneysNEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHING9'-238"6'-8"WIN. HEIGHT 6'-11"WIN. HEIGHT± 24'-034"stone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantWHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.SHUTTERS &FLOWER BOXES-PTD.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.COPPER COACHLIGHTSCOPPER COACHLIGHTScrawl spaceEL. 6.0'crawl spaceEL. 6.0'ExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.1© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 25'-0"M.H. FIRST FLOOREL. 13.0'M.H. 2ND FLOOREL. 22.65'28'-0"M.H. FIRST FLOOREL. 13.0'M.H. 2ND FLOOREL. 22.65'NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHING6'-0"JJCC9'-412"6'-8"WIN. HEIGHT 6'-8"WIN. HEIGHT± 24'-034"COMPOSITE RAILINGSYSTEM -TYP.stone veneerchimneysstone veneerfoundation withflood vents -locationstbd by floodconsultantSHUTTERS &FLOWER BOXES-PTD.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.stone veneer foundation with floodvents -locations tbd by floodconsultantCOPPER COACHLIGHTSCRAWL SPACEEL. 6.0'crawl spaceEL. 6.0'ExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.2© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square FIRST FLOOREL. 13.0'SECOND FLOOREL. 22.65'GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'6'-0" [6.00'] 6'-0" [6.00'] 5'-0" [5.00'] 9'-238" 6'-8" WIN. HEIGHT 6'-8" WIN. HEIGHT NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGFFFAACBBEEDDMK25'-1012" ± 24'-034"SHUTTERS &FLOWER BOXES-PTD.stone veneerchimneysstone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantlattice wall / doorwith break away floodhardware -PTD18'-134"WIN. HEIGHT7'-4"WIN. HEIGHT CUPOLA WITHWOOD ROOFWHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGCOMPOSITE RAILINGSYSTEM -TYP.COMPOSITE RAILINGSYSTEM -TYP.Open Air BreezewayConnectorCOPPER COACHLIGHTScrawl spaceEL. 6.0'ExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.3© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square FIRST FLOOREL. 13.0'SECOND FLOOREL. 22.65'GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'6'-0" [6.00']NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGFFFAACBBEEDDM9'-238" 6'-8" WIN. HEIGHT 6'-8" WIN. HEIGHT NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHING25'-1012" ± 24'-034"SHUTTERS &FLOWER BOXES-PTD.stone veneerchimneysstone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantstone veneerfoundation withflood vents -locationstbd by floodconsultantlattice with breakaway flood hardware-PTD18'-134"WIN. HEIGHT7'-4"WIN. HEIGHT CUPOLA WITHWOOD ROOFWHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGCOMPOSITE RAILINGSYSTEM -TYP.COMPOSITE RAILINGSYSTEM -TYP.COMPOSITE RAILINGSYSTEM -TYP.Open Air BreezewayConnectorCOPPER COACHLIGHTScrawl spaceEL. 6.0'crawl spaceEL. 6.0'ExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.4© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 10'-238" [10.20']GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'DRIVEWAYEL. 10.0'WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.24'-0"KMNEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGstone veneerfoundation WITHCOBBLE APRON25'-10 12" 18'-134" WIN. HEIGHT 7'-4" WIN. HEIGHT GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGWHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.26'-0"DDMLstone veneerfoundation25'-10 12" 18'-134" WIN. HEIGHT 7'-4" WIN. HEIGHT GarageExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.5© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"1Front of GarageScale: 1/4" =1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square2Side of GarageScale: 1/4" =1'-0" 10'-238" [10.20']GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'6'-0" [6.00']WHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.24'-0"DDKMNEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGstone veneerfoundation25'-10 12"18'-134"WIN. HEIGHT7'-4"WIN. HEIGHT 10'-2"GARAGE FLOOREL. 10.2'M.H. FIRST FLOOREL. 13.0'DRIVEWAYEL. 10.0'NEW RED CEDAR ROOF SHINGLES ONRAINSCREEN & CEDAR BREATHER, TYP.WOVEN RIDGES & FLASHINGWHITE CEDAR SHINGLESTO WEATHER5" EXPOSURE, TYP.6'-0"26'-0"DLM25'-10 12" 18'-134" WIN. HEIGHT7'-4" WIN. HEIGHT OPEN AIR BREEZEWAYCONNECTOR IN SECTIONGarageExteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-3.5© Patrick Ahearn FAIA Architect48120Scale: 1/4" = 1'-0"1Back of GarageScale: 1/4"=1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square2Side of Garage Facing HouseScale: 1/4"=1'-0" 28'-0"4'-1 516" V.I.F. 9'-5 116"BATT INSULATION AT INTERIORPARTITIONS AND BETWEEN FLOORS(TYPICAL)8'-2" CEILING HEIGHT FLOOR JOISTS - SEE STRUCTURALSFLOOR JOISTS - SEE STRUCTURALS8'-0"24'-358" ± 26'-0"EXT. WALL CONSTRUCTIONCEDAR SIDING - SEE ELEVATIONSAIR INFILTRATION BARRIER1/2" PLYWOOD SHEATHING - SEE STRUCTURALOPEN CELL FOAM INSULATION- FULL DEPTH2 X 6 WOOD FRAMING @ 16" O.C.1/2" BLUEBOARD AND PLASTERSECOND FLOORFIRST FLOORNEW ROOF CONSTRUCTIONALASKAN YELLOW CEDAR SHINGLESCEDAR BREATHERICE AND WATER SHIELD3/4" EXTERIOR GRADE PLYWOODROOF RAFTERS - SEE STRUCTURALCLOSED CELL FOAM INSULATION - FULL DEPTHCEILINGS: W/ ATTICS: W/O ATTICS:WALLS: WALLS:FLOORS:SLAB:R-60R-49 (PAST EAVES)R-30 (PAST EAVES, 20% OF TOTAL OR 500 S.F. MAX)R-30 (CAVITY)R-20 (CONTINUOUS EXTERIOR)R-30R-10 (4' DEPTH)INSULATION MINIMUMS: TABLE R402.1.36'-8" WIN. HT 6'-10" WIN. HT 9'-412" 7'-0 12" 6'-5" 1'-0" 9'-412"3'-4"1271221127122111"712"8'-0"13'-912"13'-912"212"212"8'-418" T.O. PLATEGRADE: SEE GRADING PLANGRADE: SEE GRADING PLANFoundation Walls / Crawl Spacewith flood vents PER CODEMain HouseSectionARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-4.0© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 28'-0"9'-4 1116"BATT INSULATION AT INTERIORPARTITIONS AND BETWEEN FLOORS(TYPICAL)8'-2" CEILING HEIGHT FLOOR JOISTS - SEE STRUCTURALSFLOOR JOISTS - SEE STRUCTURALS8'-0716"± 26'-0"EXT. WALL CONSTRUCTIONCEDAR SIDING - SEE ELEVATIONSAIR INFILTRATION BARRIER1/2" PLYWOOD SHEATHING - SEE STRUCTURALOPEN CELL FOAM INSULATION- FULL DEPTH2 X 6 WOOD FRAMING @ 16" O.C.1/2" BLUEBOARD AND PLASTERSECOND FLOORFIRST FLOORNEW ROOF CONSTRUCTIONALASKAN YELLOW CEDAR SHINGLESCEDAR BREATHERICE AND WATER SHIELD3/4" EXTERIOR GRADE PLYWOODROOF RAFTERS - SEE STRUCTURALCLOSED CELL FOAM INSULATION - FULL DEPTHCEILINGS: W/ ATTICS: W/O ATTICS:WALLS: WALLS:FLOORS:SLAB:R-60R-49 (PAST EAVES)R-30 (PAST EAVES, 20% OF TOTAL OR 500 S.F. MAX)R-30 (CAVITY)R-20 (CONTINUOUS EXTERIOR)R-30R-10 (4' DEPTH)INSULATION MINIMUMS: TABLE R402.1.36'-8" 6'-8" 9'-412" 7'-0 12" 1'-0" 9'-412" 8'-418" T.O. PLATE 12712712211'-111516"6'-11516" \XWIN. HT 4'-0" ± 7'-01116" T.O. PLATE AZM-47 CROWNINTEX #IBOO41'-111516"4'-0"AZM-47 CROWNINTEX #IBOO412218'-0716"± 6'-1112" T.O. PLATE 6'-11516" \XWIN. HT CRAWL SPACEGRADE: SEE GRADING PLANGRADE: SEE GRADING PLANFoundation Walls / Crawl Spacewith flood vents PER CODEele. 6'-0"Main HouseSectionARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-4.1© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square 34'-4"24'-358"± 26'-4"SECOND FLOORFIRST FLOOR6'-8"6'-8"BASEMENT FLOOR1'-0"4"PTD. AZEK MODILLIONSWHITE CEDAR SHINGLESSIDING, 5" T.W. OVERCEDAR BREATHER TYP.SPRAY FOAM INSULATIONBETWEEN RAFTERS, DEPTH OFINSULATION TO PROVIDE A MINR-VALUE, TYP.OUTRIGGER FRAMING,SEE STRUCTURALDWGS.4"34"2"9"914"112"1'-034"COPPER FLASHING,TYP.1'-712"1'-014"6"GRADE VARIESNEW ENGLANDFIELDSTONE VENEERCONTINUOUS WRB -SEE SPECIFICATIONS8'-4" RADIUSQUARTER ROUNDMOULDINGFIRST FLOOR334"6'-8"1'-10"8'-8" 3'-0" 438"LIBERTY CEDARH0-026 BOTTOM RAILRUBBER ROOFMTL. DRIP EDGE4 1/2" X 3 1/2"FIBERGLASS GUTTER312"612"INTEX #IBOO4 OR EQ.A&M # 19071 OR EQ.412"10"INTEX #IBOO4OR EQ.1 1/2" T&G FIRBEADBOARDCEILING -V.I.F.LVL JOISTSEE STRUCTURAL PLANRUBBER BOOT1'-0"4"PTD. AZEK MODILLIONSWHITE CEDAR SHINGLESSIDING, 5" T.W. OVERCEDAR BREATHER TYP.SPRAY FOAM INSULATIONBETWEEN RAFTERS, DEPTH OFINSULATION TO PROVIDE A MINR-VALUE, TYP.OUTRIGGER FRAMING,SEE STRUCTURALDWGS.4"34" 2" 9"914"112"1'-034"COPPER FLASHING,TYP.1'-712"1'-014"1" X 4" MAHOGANY DECKING ONP.T. SLEEPERS OVER FULLYADHERED MEMBRANE ROOFINGW/ TAPERED INSULATIONCOMPOSITE RAILINGSYSTEM BEYOND6" 6'-8" 8'-4"TURNCRAFT DURAGLASSTAPERED COLUMN W/ ROUNDCAP AND BASE OR EQUALTURNCRAFTDURAGLASSTAPERED COLUMNW/ ROUND CAP ANDBASE OR EQUAL24'-358"SECOND FLOORFIRST FLOOR6'-8"6'-8"CEILINGS: W/ ATTICS: W/O ATTICS:WALLS: WALLS:FLOORS:SLAB:R-60R-49 (PAST EAVES)R-30 (PAST EAVES, 20% OF TOTAL OR 500 S.F. MAX)R-30 (CAVITY)R-20 (CONTINUOUS EXTERIOR)R-30R-10 (4' DEPTH)INSULATION MINIMUMS: TABLE R402.1.3EXT. WALL CONSTRUCTIONCEDAR SIDING - SEE ELEVATIONSAIR INFILTRATION BARRIER1/2" PLYWOOD SHEATHING - SEE STRUCTURALOPEN CELL FOAM INSULATION- FULL DEPTH2 X 6 WOOD FRAMING @ 16" O.C.1/2" BLUEBOARD AND PLASTEREXT. WALL CONSTRUCTIONCEDAR SIDING - SEE ELEVATIONSAIR INFILTRATION BARRIER1/2" PLYWOOD SHEATHING - SEE STRUCTURALOPEN CELL FOAM INSULATION- FULL DEPTH2 X 6 WOOD FRAMING @ 16" O.C.1/2" BLUEBOARD AND PLASTER3'-11"7'-10" 7'-10"39'-0"± 4'-8"AZM-45 CROWNINTEX #IBOO4± 4'-8"V.I.F.39'-0"39'-0"R3'-7116"BLUESTONE PATIOOVER CONCRETE SLABTAPERED INSULATION±111316"1'-8"1'-8"A-5.018'-9"± 9'-2"V.I.F.9'-4 12" 8'-238"9'-4 12"A-5.01758"914"AZM-45 CROWNINTEX #IBOO4BASEMENT FLOOR10" 6"Foundation Wallsw/ Flood Vents toCodeFoundation Wallsw/ Flood Vents toCode3'-0"A-5.02A-5.03BuildingSectionsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-4.2© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square FIRST FLOORNEW ENGLANDFIELDSTONE VENEERGRADE VARIESCONTINUOUS WRB - SEESPECIFICATIONSTURNCRAFTDURAGLASS TAPEREDCOLUMN W/ ROUNDCAP AND BASE OREQUAL6"2" BLUESTONE BANDWITH CHAMFEREDEDGE TO DRAIN1"2x2 EPOXY COATEDSTEEL ANGLEFLASH AS REQUIREDVERIFY STONE VENEER @COLUMN BUMP OUTS WITHGC & STRUCTURAL ENGINEER(CMU BLOCK SHOWN)FIRST FLOOR1" X 4" MAHOGANY DECKING ONP.T. SLEEPERS OVER FULLYADHERED MEMBRANE ROOFINGW/ TAPERED INSULATIONCOMPOSITE RAILINGSYSTEM BEYOND3'-0" ± 338"RUBBER BOOT3'-0"FIBERGLASS ORWOOD GUTTER1" X 4" MAHOGANY DECKING ONP.T. SLEEPERS OVER FULLYADHERED MEMBRANE ROOFINGW/ TAPERED INSULATION6'-8"WIN. HEAD± 7'-91516"±438"TURNCRAFT DURAGLASSTAPERED COLUMN W/ROUND CAP AND BASEOR EQUAL± 8"±5"SECOND FLOORINTEX IBOO4BED6316"± ALIGN714"SEE STRUCTURALSECOND FLOORFLOOR JOISTS - SEE STRUCTURALS6'-8"± 7'-10"A-4.21A-4.22214"7 14"158"214"Bed MouldingIBD004By Intex Bed #1 512"814"6"1'-0"4"PTD. BRACKET712WHITE CEDAR SHINGLESSIDING, 5" T.W. OVERCEDAR BREATHER TYP.PTD. FREEZE BOARDACOUSTICAL BATT INSUL.BETWEEN FLOORS, TYP.SPRAY FOAM INSULATIONBETWEEN RAFTERS, DEPTH OFINSULATION TO PROVIDE A MINR-VALUE, TYP.2 x 6 WALL FRAMING,W/ CLOSED CELL FOAMINSULATIONPTD. CROWNMOULDING,OUTRIGGER FRAMING,SEE STRUCTURALDWGS.4"34" 2" 9"914"112"1'-034"COPPER FLASHING,TYP.1'-712"1'-014"1'-8"AZM-45 CROWNINTEX #IBOO41'-8"AZM-45 CROWNINTEX #IBOO4R 8 3 4"PTD. BRACKET158"2 14"Bed MouldingIBD004By IntexGarageSectionARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-4.3© Patrick Ahearn FAIA Architect120Scale: 1 1/2" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square0Scale: 1" = 1'-0"1 231FLAT ROOF DETAILS AT 1ST FLOOR BEDROOMSScale: 1" =1'-0"1GAMBREL END BRACKET DETAILSScale: 1-1/2" =1'-0" 24'-0"STONE VENEERSHINGLEFLARE AT BASEGRADE VARIESGRADE VARIES7'-0" WINDOW ± 25'-11"GARAGE FLOORATTIC FRAMING - SEE STRUCTURALSRIDGE BEAMSEE STRUCTURALTYP. GARAGE FLOOR CONSTRUCTIONEPOXY FINISHCONC. TOP COAT, PITCH TO GARAGE DOORSREINFORCED CONC. SLAB - SEE STRUCTURAL6 MIL. REINF. POLYETHYLENE MOISTURE BARRIER6" MIN. CRUSHED STONE128TYPICAL EXT. WALL CONSTRUCTIONWHITE CEDAR SHINGLESCLAPBOARDS- PTD.T&G V-GROOVE -PTD.AIR INFILTRATION BARRIER1/2" EXTERIOR PLYWOODSPRAY FOAM INSULATION2" X 6" STUD FRAMING @ 16" O.C.1/2" BLUEBOARD AND PLASTERTYPICAL ROOF CONSTRUCTIONRED CEDAR ROOF SHINGLES (NO STAIN)ICE AND WATER SHIELD3/4" EXTERIOR GRADE PLYWOODROOF RAFTERS - SEE STRUCTURALCLOSED CELL FOAM INSULATION1 X 3 WOOD FURRING1/2" BLUEBOARD AND PLASTER122419'-7" ± 12'-538" T.O. PLATE 5'-212"12'-238"CEILINGS: W/ ATTICS: W/O ATTICS:WALLS: WALLS:FLOORS:SLAB:R-60R-49 (PAST EAVES)R-30 (PAST EAVES, 20% OF TOTAL OR 500 S.F. MAX)R-30 (CAVITY)R-20 (CONTINUOUS EXTERIOR)R-30R-10 (4' DEPTH)INSULATION MINIMUMS: TABLE R402.1.3GarageSectionARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-4.4G© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square1SECTION AT GARAGEScale: 1/2" =1'-0" GRADE VARIESNEW ENGLANDFIELDSTONE VENEERCONTINUOUS WRB -SEE SPECIFICATIONS8'-4" RADIUSQUARTER ROUNDMOULDINGFIRST FLOORMEP & FRAMINGCHASE -V.I.F.± 1'-2"334"NEW ENGLANDFIELDSTONE VENEERGRADE VARIESCONTINUOUS WRB - SEESPECIFICATIONS2 X 4 STUDS @ 16 O.C.HELD 1" OFF WALL WITHOPEN CELL SPRAY FOAMINSULATION BETWEEN.TURNCRAFTDURAGLASS TAPEREDCOLUMN W/ ROUNDCAP AND BASE OREQUAL6"2" BLUESTONE BANDWITH CHAMFEREDEDGE TO DRAIN1"2x2 EPOXY COATEDSTEEL ANGLEFLASH AS REQUIREDVERIFY STONE VENEER @COLUMN BUMP OUTS WITHGC & STRUCTURAL ENGINEER(CMU BLOCK SHOWN)FIRST FLOOR1'-10"R3'-718"758"9 14"AZM-45 CROWNINTEX #IBOO43'-0"LIBERTY CEDARH0-026 BOTTOM RAILRUBBER ROOFMTL. DRIP EDGE4 1/2" X 3 1/2"FIBERGLASS GUTTER312"612"INTEX #IBOO4 OR EQ.A&M # 19071 OR EQ.412"10"INTEX #IBOO4OR EQ.LVL JOISTSEE STRUCTURAL PLANRUBBER BOOT1'-0"4"PTD. AZEK MODILLIONSWHITE CEDAR SHINGLESSIDING, 5" T.W. OVERCEDAR BREATHER TYP.SPRAY FOAM INSULATIONBETWEEN RAFTERS, DEPTH OFINSULATION TO PROVIDE A MINR-VALUE, TYP.OUTRIGGER FRAMING,SEE STRUCTURALDWGS.4"34"2"9"914"112"1'-034"COPPER FLASHING,TYP.1'-712"1'-014"1'-8"1'-8"± 338"RUBBER BOOT3'-0"FIBERGLASS ORWOOD GUTTER1" X 4" MAHOGANY DECKING ONP.T. SLEEPERS OVER FULLYADHERED MEMBRANE ROOFINGW/ TAPERED INSULATION±438"TURNCRAFT DURAGLASSTAPERED COLUMN W/ROUND CAP AND BASEOR EQUAL± 8" ±5"INTEX IBOO4BED6316"± ALIGN714"SECOND FLOOR6'-8" ± 7'-10" 214"158"214"Bed MouldingIBD004By IntexGarageSectionARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-5.0© Patrick Ahearn FAIA Architect0Scale: 1" = 1'-0"1 23Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square1GAMBREL END BRACKET DETAILSScale: 1-1/2" =1'-0"2GAMBREL CURVE AT SIDE COVERED PORCHScale: 1-1/2" =1'-0"4TYPICAL SILL DETAILScale: 1-1/2" =1'-0"5GAMBREL END BRACKET DETAILSScale: 1-1/2" =1'-0"6SILL DETAIL AT BEDROOMSScale: 1-1/2" =1'-0"3SOFFIT& DECK DETAIL AT BEDROOMSScale: 1-1/2" =1'-0" 2" NEW ENGLANDFIELDSTONE VENEER(TYPICAL)SUPPORT RODSCOLORED LIGHTWEIGHTCONCRETE POURED INPLACE WITH APPLIEDSTONE VENEER2"x6" BOX WITH ICE &WATER SHIELD,(SEE STRUCTURAL'S)3'-6"3'-1"FACE OF STUDS212"212"2"± 1'-8"± 3'-0 116"±10"± 3'-10"3'-6"2"±10"FLASHINGBLUESTONE CAPS ORCOLORED LIGHTWEIGHTCONCRETE (TYP.)A & M #5447 ORAZM- 52MOULDING5/4" WINDOWHEAD CASINGACORN AK3BRHINGES WITHACORN AKJZBULLET CATCHHOLDBACKSCOMPOSITE SHUTTER- PAINTEDCOMPOSITE WINDOWBOX ON BRACKETS -PAINTED ESSEX GREENFLASHING478"412"1" X 5" WINDOWCASING BEHINDSHUTTERS412"HISTORIC SILL - BYWINDOW MFG. - PAINTED1"578"10"1'-0"BRACKETSE.Q.E.Q.VARIES10"1'-0"1" DIA.WEEPHOLES, 9"O.C.1X W/ 1/4" ROUND34"AZM-93MIDDLEBRACKET ATLONGERRUNSSECTION /BUILDINGDETAILSARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-5.1© Patrick Ahearn FAIA Architect120Scale: 1 1/2" = 1'-0"Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square1SHUTTER & FLOWER BOX DETAILSScale: 1-1/2" =1'-0"1FLOWER BOX DETAILSScale: 1-1/2" =1'-0"2FLOWER BOX DETAILSScale: 1-1/2" =1'-0"3STONE VENEER CHIMNEY DETAILSScale: 1-1/2" =1'-0" PELLA WINDOWS AND EXTERIOR DOORSFRENCH DOORS:.18.29CASEMENT WINDOWS:DOUBLE HUNG WINDOWS:.24.29.26.30WINDOWS AND DOORS TO BE PELLA PROLINE SERIES WINDOWSWITH PRIMED INTERIOR AND EXTERIOR, UNLESS OTHERWISE NOTED.SPECIFICATIONS:6 9/16" EXTENSION JAMBS - VERIFY IN FIELD W/ EXISTING CONDITIONS7/8" SDL WITH SPACER BARINSULATING CLEAR GLASS WITH LOW E II - ARGON FILLEDWINDOWSPROVIDE BASIC UNIT WITH W8063 PROFILE PROJECTED SILLSASH LOCKS: SPOON LOCKS - WHITESCREENS: STANDARD CHARCOAL FIBERGLASS - HALF SCREENSDOORS3-POINT LOCKING MECHANISM - NO HANDLE SET BY PELLAADJUSTABLE HINGES - OIL RUBBED BRONZEENERGY PERFORMANCEU-VALUESHGCALL HEAD HEIGHTS TO BE VERIFIED IN FIELD WITH ROUGH FRAMINGOR EXISTING CONDITIONS AND COORDINATED WITH ARCHITECTPROVIDE TEMPERED GLASS AT ALL DOORS AND AT WINDOWS WHEREREQUIRED BY CODE - SEE WINDOW SCHEDULE.PROVIDE SHOP DRAWINGS FOR ALL CUSTOM WINDOWSWINDOW SCHEDULE GENERAL NOTES: # 2529 CASEMENTPELLA WINDOWARCHITECT SERIESA # 3359 DOUBLE HUNGPELLA WINDOWARCHITECT SERIESBCDHScale: 1/2"=1'-0"WINDOW SCHEDULE1 (3) #3559 DOUBLE HUNGPELLA WINDOW ARCHITECT SERIES4'-11"FRAME 2'-9"FRAME4'-5" FRAME 2'-9"FRAMEF(2) # 2935 CASEMENTPELLA WINDOWARCHITECT SERIES2'-11"FRAME2'-11"FRAME2"6'-0"2'-5" FRAME2'-9"FRAME3'-9"FRAME4"9'-11"4'-11"FRAME 2'-9"FRAME4"G (2) # 3359 DOUBLE HUNG# 4559 DOUBLE HUNGPELLA WINDOWARCHITECT SERIES2'-5"FRAME 2'-1"FRAME± 6'-3"FRAME± 6'-912" FRAME # 2529# 3359# 3353 # 3353 DOUBLE HUNGPELLA WINDOWARCHITECT SERIES4'-11" FRAME 9'-9"FRAME2'-11"2'-11"2'-11"6"6"# 3559# 3559# 3559# 2935# 2935# 3359# 4559# 3359E# IF7582D6'-912" FRAME 6'-3"FRAME3'-112"3'-112" # 7582D IN-SWINGPELLA FRENCH DOORARCHITECT SERIESPella BI-FOLD DOORS6/1 LIGHTS14'-0"FRAME3'-6"6'-8" FRAME 6'-1112"J3'-312"PELLA FRENCH DOOR ARCHITECT SERIES# 3357 # 3357 DOUBLE HUNGPELLA WINDOWARCHITECT SERIES4'-9" FRAME 2'-9"FRAMEK (2) # 2559 DOUBLE HUNGCOTTAGE STYLE(1) # Custom Arched TopPELLA WINDOWARCHITECT SERIES2'-2"FRAME3'-0"FRAME338"7'-1034"5'-1 916"FRAME 2'-2"FRAME338"3'-11"FRAME 12'-2"FRAME2'-11"FRAME# 35472"2'-11"FRAME# 35472"2'-11"FRAME# 35472"2'-11"FRAME# 3547L (4) # 3547 CASEMENTPELLA WINDOWARCHITECT SERIES# 2559# 2559# 2529m# 2529 CASEMENTPELLA WINDOWARCHITECT SERIESFOR CUPOLA2'-1" FRAME 2'-5"FRAMEN# 7582 Pella InswingFrench DoorArchitect Series# IF7582D3'-6"3'-6"3'-6"OALL WINDOWS AND DOORS TO COMPLY WITHMASSACHUSETTS STATE ENERGY CODE - 2021. TABLE R402.1.2WindowSchedulesARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-6.0© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square SINGLE INTERIORRECESSED PANELSOLID MDF DOORTO MATCH EXISTINGTYPE 16'-8"2668TYPICAL TYPE 1 DOOR IDENTIFICATIONFIRST TWO NUMBERS = WIDTH (FT/IN)SECOND TWO NUMBERS = HEIGHT (FT/IN)EXAMPLE:2'-6"TYPE 2SIMPSON DOOR#7224 SDLLOW-E INSULATED GLASSTYPE 3Scale: 1/2"=1'-0"DOOR SCHEDULE13'-6"FRAME6'-812"FRAME 6'-8"3'-0"6'-8"3'-0"SIMPSONEXTERIOR DOORDUTCH STYLE DOOR 6 LITES (TDL)W/ TEMPERED GLASSSIMPSONEXTERIOR DOOR 6 LITES (TDL)W/ TEMPERED GLASSTYPE 4TYPE 5OVERHEAD GARAGE DOORCARRIAGE HOUSE STYLEW/ 16 SQUARE LITES(W/ TEMPERED GLASS)TYPICAL INTERIOR PRIVACY DOORBALDWIN ESTATE SERIES OR APPROVED EQUAL.VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR.KNOB: #5068.102 (OIL RUBBED BRONZE)ROSE: #5070.102 (OIL RUBBED BRONZE)HINGES: FULLY MORTISED FIVE KNUCKLE HINGE WITH LOOSE PINS (OIL RUBBED BRONZE)TYPICAL INTERIOR PASSAGE DOOR BALDWIN ESTATE SERIES OR APPROVED EQUAL.KNOB: #5068.102 (OIL RUBBED BRONZE)ROSE: #5070.102 (OIL RUBBED BRONZE)HINGES: FULLY MORTISED FIVE KNUCKLE HINGE WITH LOOSE PINS (OIL RUBBED BRONZE)TYPICAL INTERIOR DUMMY BALDWIN ESTATE SERIES OR APPROVED EQUAL.VERIFY PRIVACY LOCK AS REQUIRED FOR EACH DOOR.KNOB: #5068.102 (OIL RUBBED BRONZE)ROSE: #5070.102 (OIL RUBBED BRONZE)HINGES: FULLY MORTISED FIVE KNUCKLE HINGE WITH LOOSE PINS (OIL RUBBED BRONZE)DOOR HARDWARE SCHEDULEBALDWIN LOCKSETS: CYLINDERS KEYED ALIKE,MORTISED STYLE WITH LATCH AND DEAD BOLT(BLACK). CONTRACTOR TO INSTALL LOCK SETS.HINGES (BLACK): FULLY MORTISED 4 12" BY 4 12" FIVEKNUCKLE, BALL BEARING WITH NON-REMOVABLE PINS.WEATHER STRIPPING: COMPRESSIBLE NEOPRENE WITHMETAL RETAINER.EXTERIOR DOOR HARDWARE SET 4231SUN VALLEY BRONZE GH - 549 UC - BTB: 11" SQUAREFOOT GRIP HANDLE. 10" CENTER TO CENTER. BACK TOBACK MOUNT. FINISH - S3 DARK BROWN PATINA.HINGES (BLACK): FULLY MORTISED FIVE KNUCKLE, BALLBEARING WITH NON-REMOVABLE PINS.WEATHER STRIPPING: COMPRESSIBLE NEOPRENE WITHMETAL RETAINER.CARRIAGE DOOR HARDWARE SET5ALL WINDOWS AND DOORS TO COMPLY WITHMASSACHUSETTS STATE ENERGY CODE - 2021. TABLE R402.1.2DoorSchedulesARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-6.1© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale: 1/2"=1'-0"ISLANDAScale: 1/2"=1'-0"ISLANDBScale: 1/2"=1'-0"ISLANDCScale: 1/2"=1'-0"ISLANDDScale: 1/2"=1'-0"ISLAND -PLAN44'-0" [48"] ISLAND TOP 1'-1" SEATSMEP Chase1'-1"SEATS 7'-6"ISLAND TOP2'-9"2'-0"DISHWASHER1'-3"TRASH/RECYCLEBCAD7'-6" [90"]SEATING4'-0"ISLAND TOP 1'-612"1'-612"2'-1"PANEL 1 12"1 12"3'-0"2'-9"2'-0"D.W.7'-6"8"BASE CAB.1'-3"TRASH/RECYCLEFARMERS SINK W/Disposal112"PULL OUTPULL OUT112"112"2"7'-6"SEATING W/ STORAGE IN MIDDLEE.Q.E.Q.E.Q.3'-0"E.Q.3"3"1'-612"3'-5"3'-0"MODELNUMBERTRADENAMEPRODUCTMATERIAL 1'-1"SEATS1'-5"PANELFIXEDPANEL112"112"1'-612"1'-5"PANEL3'-5"3'-0" MODELNUMBERTRADENAMEPRODUCTMATERIAL 1'-1"SEATS1'-5"PANELFIXEDPANEL112"112"1'-5"PANEL3'-0"1'-6"2'-1034"2'-612"2'-6"REF. DRWRS.PULL OUTPULL OUTScale: 1/2"=1'-0"PANTRY5Scale: 1/2"=1'-0"PANTRY6Scale: 1/2"=1'-0"PANTRY7Scale: 1/2"=1'-0"PANTRY83'-0"1'-6"3'-8"3'-0"1'-6"3'-8"8'-2"1'-312"2'-6"Opt. POCKET DR.2'-6"BASE CAB1112"1'-012"3'-0"1'-6"3'-8" 3'-0"1'-6"3'-8" K-3439MEMOIRSTOILETSVITREOUS CHINA BRASSFAUCETANTIQUEK-108-3Scale: 1/2"=1'-0"POWDER ROOM 9Scale: 1/2"=1'-0"POWDER ROOM 126'-8"BASE -PTD.4'-6"MIRRORALIGN WITHDOOR CASINGS8'-2"Scale: 1/2"=1'-0"POWDER ROOM 10Scale: 1/2"=1'-0"POWDER ROOM 113'-6" 3'-0" 3'-6"3'-6" 8'-2"Scale: 1/2"=1'-0"LAUNDRY ROOM13Scale: 1/2"=1'-0"LAUNDRY ROOM14Scale: 1/2"=1'-0"LAUNDRY ROOM15Scale: 1/2"=1'-0"LAUNDRY ROOM16± 4'-9"VERIFY HT. W/SPECIFICATIONS± 3'-6" VERIFY HT. W/ SPECIFICATIONS 1'-6"± 3'-6"LAUNDRY BINS -SIZES TBD3'-0"1'-6"3'-8" 3'-0"1'-6"3'-8"Scale: 1/2"=1'-0"KITCHEN11x FLAT w/CROWN -PTD.1'-2"3'-0"1'-6"2'-1034"8'-2"2'-6"REF. DRWRS.PULL OUTPULL OUT2'-8"6'-8" 3'-0"1'-6"2'-1034"Scale: 1/2"=1'-0"KITCHEN2PANELScale: 1/2"=1'-0"KITCHEN37'-0" 3'-0"1'-6"2'-1034"1'-914"5'-1"8'-2"4'-0"RANGE2'-0"2'-6"Opt. POCKET DR.1x FLAT w/CROWN -PTD.3'-0"Ref. / Freezer1'-212"2'-0"3'-0"1'-6"2'-1034" 8'-2"1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.6'-8" 8'-2"BEADBOARDWALLS -PTD.6'-8" 6'-8" 8'-2"InteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-7.0© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale: 1/2"=1'-0"SIDE ENTRY1Scale: 1/2"=1'-0"SIDE ENTRY2Scale: 1/2"=1'-0"SIDE ENTRY31'-6"4'-4"2"1'-734"1'-6" 1'-6"Scale: 1/2"=1'-0"M. BATH #14Scale: 1/2"=1'-0"M. BATH #15Scale: 1/2"=1'-0"M. BATH #16Scale: 1/2"=1'-0"M. BATH #17BRASSFAUCETANTIQUEK-108-3 BRASSFAUCETANTIQUEK-108-3 6'-014"VANITY2"1'-10"2"2"1'-0"2"1'-10"SOAKING TUB3'-0" 3'-0"STONE JAMBS -TYP.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.8'-2"7'-0" 6'-8" 8'-2" 8'-2" 8'-2" 8'-2" 6'-8" 8'-2"6'-8"Scale: 1/2"=1'-0"M. BEDROOM #18Scale: 1/2"=1'-0"M. BEDROOM #111Scale: 1/2"=1'-0"M. BEDROOM #19Scale: 1/2"=1'-0"M. BEDROOM #110BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.8'-2" 6'-8" 8'-2" 6'-8" 8'-2"6'-8" 8'-2" 6'-8"2'-6"BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.InteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-7.1© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale: 1/2"=1'-0"GREAT ROOM1Scale: 1/2"=1'-0"GREAT ROOM2Scale: 1/2"=1'-0"GREAT ROOM3Scale: 1/2"=1'-0"GREAT ROOM46'-618" 3'-0"Dressed Beams -ptd.(TO ENTRYHALL)± 7'-2"(TO SIDE ENTRYNEAR STAIRS)(TOKITCHEN)8'-2" CEILING HEIGHT± 5'-612"± 4'-534"± 10'-734"2'-6"3'-6"1'-6" 6'-618" 3'-0"1'-6"3'-312"2'-9"2'-6"4'-4"8"a&m #19152 W/ CAP-PTD.a&m #1951 W/ CAP -PTD.9 14"8"SLOPED CEILING -PTD.SLOPED CEILING -PTD.SLOPED CEILING -PTD.SLOPED CEILING -PTD.2'-0"BEV. REF.BACKSPLASH(Material TBD)± 5'-8"2'-0"CAB.1134"CAB.BACKSPLASH(Material TBD)± 5'-8"2'-0"CAB.1134"CAB.2'-0"CAB.3'-0"1'-6"3'-312"50" TV11'-4"3'-0"3'-778" 8'-1 12"3'-2"4'-134"± 8" EQ.EQ.Adj.ShelvesAdj.Shelves1'-6"BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.UpperSeating AreaStructural LVL's Wrappedwith dressed beam -PTD.1112"1'-414"2'-4"a&m #5265 Crown-PTD.a&m #5265 Crown-PTD.a&m #5265 Crown-PTD.InteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-7.2© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale: 1/2"=1'-0"BEDROOM #21Scale: 1/2"=1'-0"BEDROOM #22Scale: 1/2"=1'-0"BEDROOM #23BEADBOARDWALLS -PTD.3'-6" 3'-6"BASE -PTD.3'-1012"SLOPED CEILING -PTD.SLOPEDCEILING-PTD.Scale: 1/2"=1'-0"BATH #24Scale: 1/2"=1'-0"BATH #25Scale: 1/2"=1'-0"BATH #26MIRRORMED. CAB.BRASSFAUCETANTIQUEK-108-3K-2211CAXTONLAVATORYVITREOUS CHINA ALIGN± 8'-8"V.I.F.2'-10"2'-8"K-3439MEMOIRSTOILETSVITREOUS CHINA BEADBOARDWALLS -PTD.STONE JAMBS -TYP.STONE JAMBS -TYP.STONE JAMBS -TYP.Scale: 1/2"=1'-0"BEDROOM #37Scale: 1/2"=1'-0"BEDROOM #38Scale: 1/2"=1'-0"BEDROOM #39BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BASE -PTD.BASE -PTD.SLOPED CEILING -PTD.± 13'-6"V.I.F.6'-8"BEADBOARDWALLS -PTD.BASE -PTD.6'-8" 6'-8"1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.InteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-7.3© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale: 1/2"=1'-0"BATH #31Scale: 1/2"=1'-0"BATH #32Scale: 1/2"=1'-0"BATH #33Scale: 1/2"=1'-0"BATH #34SUBWAYTILE6'-8" K-3439MEMOIRSTOILETSVITREOUS CHINA MIRRORMED. CAB.BRASSFAUCETANTIQUEK-108-3K-2211CAXTONLAVATORYVITREOUS CHINA ALIGN2'-10"2'-8"3'-6"BASE -PTD.2'-10" 3'-6"BASE -PTD.3'-6" 6'-8"Scale: 1/2"=1'-0"2ND FLOOR GALLERY5Scale: 1/2"=1'-0"2ND FLOOR GALLERY6Scale: 1/2"=1'-0"2ND FLOOR GALLERY7To UpperSeating Area13'-6"6'-8"8'-8"4'-0"6"3" 3"6"3" 3"Dressed Beam-PTD.6"3"3"6"3"3"Dressed Beam-PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.1x FLAT w/CROWN -PTD.8'-8" 8'-8" 3'-6" 3'-6"BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.BEADBOARDWALLS -PTD.6'-8" 6'-8"InteriorElevationsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-7.4© Patrick Ahearn FAIA Architect0Scale: 1/2" = 1'-0"2 46Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square A&M # 91015/8" X 3/4"A&M # 506013/16" X 4-5/8"A&M # 52659/16" X 2-11/16A&M # 57131-1/16" X 6"Scale : 1" = 1" Casing 'A'Scale : 1" = 1" Casing 'B'Scale : 1" = 1" Crown Molding4bScale : 1" = 1" Crown Molding4cScale : 1" = 1" Plate Rail5Scale : 1" = 1" Crown Molding4aScale : 1" = 1" Panel Molding6aScale : 1" = 1" Scotia Molding7Scale : 1" = 1" Baseboard w/ Cap10A&M # 70931 14"Length VariesScale : 1" = 1" Chair Rail w/ Cap958"A&M # 36983/4" X 3-3/8"A&M # 601671-1/2" X 1-1/2"A&M # 601601-5/8" X 1-3/4"A&M #3698-modified3/4" X 3-3/8"A&M # 52659/16" X 2-11/16A&M # 16673/4" X 1-3/8"A&M # 39003/4" X 3-1/2"A&M # 601671-1/2" X 1-1/2"Scale : 1" = 1" Casing 'C'41116"1516"338"478"1516"3916"41316"1516"± 312"1cA&M 506313/16" x 3 11/16"34"BROSCO# 85709/16" X 1/2"34"Scale : 1" = 1" Scotia Molding821316"2716"3 12 "318"4 12"4"2 116"134"Scale : 1" = 1" Crown Molding4c34"58"916"12"± 5 12" VARIES SEE SPEC. 138"7"34"Scale : 1" = 1" Pickwick Panel Molding6b412"1"14"14"58"A&M # 95531-5/8" X 5-3/4"PLINTH BLOCKA&M # 3898(MODIFIED)1" x 4-1/2"34"CUT-OFFScale : 1" = 1" Casing 'D'21b1a1 12 " 134" 1 12 " 158"****MillworkDetailsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-8.0© Patrick Ahearn FAIA Architect0Scale: 1" = 1'-0"1 23Suite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square A&M 5060CROWNMOULDINGA&M # 57131-1/16" X 6"Scale : 6" = 1' Crown Assembly 'B'Scale : 6" = 1'Crown Assembly 'C'Timber Beam Assembly 'A' & 'B'A&M # 1667A&M # 1667A&M # 1667Scale : 6" = 1' Window Casings4 14"4", 6", 8", ETC.1034"OPTIONAL CROWN AT PERIMETER OF ROOMAND NOT ON WOOD BEAMS4"7 14"538"3"A&M # 506013/16" X4-5/8"4"812"3 12"1716"34"34"1116"A&M #9639 SCOTIA(11/16" x 1-1/8")A&M #3900 APRON(3/4" x 3-1/2")3/4" STOOL CAPWITH ROUNDEDEDGEEDGE OF WINDOWCOORD WITH WINDOWSCHED.14"41516"112"WALL CONSTRUCTIONVARIESA&M #60167 BACK BANDA&M #3698 CASINGTypical Ceiling Batten (width varies)Scale : 6" = 1' Scale : 6" = 1' A&M # 506013/16" X4-5/8"4"812"WOOD BEAM OPT.DRESSED BEAM OPT.A&M # 506013/16" X4-5/8"4"812"34" 12"A&M # 506013/16" X4-5/8"4"7 14"Crown Assembly 'D'A&M # 1667914"3"Scale : 6" = 1' 4"312"A&M 5060CROWNMOULDING318"PLASTER OR BEADBOARDPLASTER OR BEADBOARDA&M # 1667412" PLASTER OR BEADBOARD PLASTER OR BEADBOARDA&M # 1667PLASTER OR BEADBOARDPLASTER OR BEADBOARDPLASTER OR BEADBOARDPLASTER OR BEADBOARDPLASTER OR BEADBOARD4 12" 4 14"318"Scale : 6" = 1' Crown Assembly 'A'1a1b1c1dScale : 6" = 1' Window Casings7a7b'A''B'24Dressed Beam Assembly Scale : 6" = 1' 3Scale : 6" = 1' Trim Detail at Sloped Ceilings 5PLASTER OR BEADBOARD P L A S T E R O R B E A D B O A R DA&M # 1667A&M # 16673/4" X 1-3/8"618"434"138"A&M # 52659/16" X 2-11/16A&M # 506313/16" X 3-11/163 716"2716"7"61516"3 916"412"Crown Assembly 'E'1eScale : 6" = 1' PLASTER OR BEADBOARD2"Scale : 6" = 1' Ceiling Battens6MillworkDetailsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-8.1© Patrick Ahearn FAIA ArchitectSuite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square PTD. PLASTERPROFILE OF CASING. CHAIRRAIL TO TERMINATE INTOSIDE OF CASING. SEEDASHED LINEANDERSON MCQUAID #7093ANDERSON MCQUAID #70933'-6" TYP. (HEIGHT VARIES, REFERENCE INTERIOR ELEVATIONS) 412"412"412"5 12"916"34"PTD.PLASTERWALL (GWB. OR BLUEBOARD, ABOVE CHAIR RAIL SEE INTERIOR ELEVATIONS)Scale : 3" = 1'-0" Typical Wainscot Detail2Wall Panel 'B'FLAT FACE MDF BOARDINGPTD. PLASTER WALLPROFILE OF CASING. CHAIRRAIL TO TERMINATE INTO SIDEOF CASING. SEE DASHED LINEA&M #4095A&M #16673'-6" TYP. (HEIGHT VARIES, REFERENCE INTERIOR ELEVATIONS) 5 12"PTD.PLASTERWALL (GWB. OR BLUEBOARD,ABOVE CHAIR RAIL SEE INTERIOR ELEVATIONS)1X CAP, W/ 1/4" RAD. EDGEScale : 3" = 1'-0" Typical Wainscot Detail1Wall Panel 'A'PTD. MDF V-BEAD BOARD WALL(SPACING VARIES; SEE ELEVATIONS)PROFILE OF CASING. CHAIRRAIL TO TERMINATE INTOSIDE OF CASING. SEEDASHED LINEANDERSON MCQUAID #7093ANDERSON MCQUAID #70933'-6" TYP. (HEIGHT VARIES, REFERENCE INTERIOR ELEVATIONS) 412"412"412"5 12"916"34"Scale : 3" = 1'-0" Typical Wainscot Detail3Wall Panel 'C'FLAT FACE MDF BOARDINGPTD. MDF V-BEAD BOARD WALL(SPACING VARIES; SEE ELEVATIONS)PTD. MDF V-BEAD BOARD WALL(SPACING VARIES; SEE ELEVATIONS)ANDERSON MCQUAID #1667ANDERSON MCQUAID #16671X CAP, W/ 1/4" RAD. EDGE1X CAP, W/ 1/4" RAD. EDGEMillworkDetailsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-8.2© Patrick Ahearn FAIA ArchitectSuite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square Scale : 3" = 1'-0" Typical Wall Panel Detail6Scale : 3" = 1'-0" Typical Wall Panel Detail 4Wall Panel 'F'Wall Panel 'D'Scale : 3" = 1'-0" Typical Wall Panel Detail5Wall Panel 'E'PTD. MDF V-BEAD BOARD WALL(SPACING VARIES; SEE ELEVATIONS)CROWN VARIESCROWN VARIESANDERSON MCQUAID #709312" FLAT MDO; PAINTEDANDERSON MCQUAID #7093REFER TO INTERIOR ELEVATIONS WAINSCOT 4 12"412"4 12"412"4 12"412"ANDERSON MCQUAID #7093ANDERSON MCQUAID #1667ANDERSON MCQUAID #1667ANDERSON MCQUAID #1667MillworkDetailsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-8.3© Patrick Ahearn FAIA ArchitectSuite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square PTD. PLASTER WALLANDERSON MCQUAID #7093ANDERSON MCQUAID #7093ANDERSON MCQUAID #526512" FLAT MDO; PAINTED2 116"1 14"412"DIMENSION VARIESREFERENCE INTERIORELEVATIONSScale : 3" = 1'-0" Typical Wall Panel w/ Plate Rail Detail7Wall Panel 'G'LINE OF CASING 'B' BEYOND(SEE DINING ELEVATIONS ASEXAMPLE)412"412"712"138"PTD. MDF V-BEADBOARD WALL(SPACING VARIES; SEEELEVATIONS)ANDERSON MCQUAID #7093ANDERSON MCQUAID #7093ANDERSON MCQUAID #5265PTD. MDF V-BEAD BOARDWALL(SPACING VARIES; SEEELEVATIONS)2 116"1 14"412"DIMENSION VARIESREFERENCE INTERIORELEVATIONSScale : 3" = 1'-0" Typical Wall Panel w/ Plate Rail Detail8Wall Panel 'H'LINE OF CASING 'B' BEYOND(SEE DINING ELEVATIONS ASEXAMPLE)412"412"712"138"ANDERSON MCQUAID #1667ANDERSON MCQUAID #1667MillworkDetailsARCHITECTURAL STAMP & JOB NORTHGeneral Notes:GENERAL CONTRACTOR SHALL MAKE ALLSUB-CONTRACTORS AND SUPPLIERS AWARE OFTHE REQUIREMENTS OF THESE NOTES.ALL WORK SHALL BE PERFORMED IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE ANDNATIONAL BUILDING, LIFE SAFETY, ELECTRICALAND PLUMBING CODES.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR SECURING ALL PERMITS NECESSARY FORCOMPLETION OF WORK THROUGHOUT THECONTRACT DOCUMENTS.GENERAL CONTRACTOR SHALL LAYOUT IN THEFIELD THE ENTIRE WORK TO BE PERFORMED TOVERIFY DIMENSIONAL RELATIONSHIPS BEFORECONSTRUCTING ANY PART, AND SHALL VERIFYALL EXISTING CONDITIONS AND LOCATIONSBEFORE PROCEEDING WITH WORK.GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE CO-ORDINATION OF DIMENSIONALREQUIREMENTS BETWEEN THE WORK OFREQUIRED TRADES / SUB-CONTRACTORS.ANY DISCREPANCIES FOUND IN THE PLANS,DIMENSIONS, EXISTING CONDITIONS OR ANYAPPARENT ERROR IN THE CLASSIFYING ORSPECIFICATION OF A PRODUCT, MATERIAL ORMETHOD OF ASSEMBLY IS TO BE BROUGHT TO THEATTENTION OF THE GENERAL CONTRACTORIMMEDIATELY.REGARDLESS OF WHETHER OR NOT AN ITEM ISSHOWN OR SPECIFIED, THE GENERALCONTRACTOR SHALL PROVIDE SAID ITEM IF IT ISNECESSARY FOR THE PROPER INSTALLATION ORFUNCTION OF AN ITEM SHOWN OR SPECIFIED.SUPPLIERS AND SUBCONTRACTORS SHALLINFORM THE GENERAL CONTRACTOR OF THEIRREQUIREMENTS FOR THE WORK OF OTHERTRADES, WHICH MAY NOT BE INDICATED, PRIORTO SUBMITTAL OF FINAL BID FOR WORK.DRAWINGS SHALL NOT BE SCALED FORDIMENSIONS AND/OR SIZES. DRAWINGS MAYHAVE BEEN REPRODUCED AT A SCALE DIFFERENTTHAN ORIGINALLY DRAWN.Drawing Title:August 20, 2023--Date:Date:Date:Date:Date:REVISIONS:BIDDING:PERMIT:ISSUE DATESCONSTRUCTION:---TheHolianResidenceLot A250 Windswept WayOyster Harbors, MADrawing Copyright:PATRICK AHEARN ARCHITECT LLC, AND PATRICKAHEARN FAIA, EXPRESSLY RESERVE THE COMMONLAW, COPY RIGHTS AND OTHER PROPERTY RIGHTSIN THESE DRAWINGS. THESE DRAWINGS ARE THEPROPERTY OF PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAIA, AND SHALL NOT BEREPRODUCED IN ANY MANNER NOR SHALL THEYBE ASSIGNED FOR USE TO ANY THIRD PARTYWITHOUT FIRST OBTAINING THE EXPRESSEDWRITTEN PERMISSION OF PATRICK AHEARNARCHITECT LLC, AND PATRICK AHEARN FAIA.A-8.4© Patrick Ahearn FAIA ArchitectSuite L3Boston, MA 02116p a t r i c k a h e a r n . c o m P: 617.266.1710F: 617.266.227617 Winter StreetEdgartown, MA 02539P: 508.939.9312F: 508.939.9038160 Commonwealth Avenue Nevin Square p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-0GENERAL NOTESTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202309608-25-2023NKSTRUCTURAL STEEL NOTES:1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 SPECIFICATIONS, EXCEPTSQUARE STEEL TUBE COLUMNS.2. ALL SQUARE STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A500, WITH A MINIMUMYIELD STRESS OF 46,000 PSI.3. ALL SHOP CONNECTIONS SHALL BE WELDED.4. FIELD CONNECTION SHALL BE MADE WITH HIGH STRENGTH FRICTION BOLTS MEETINGA325-X SPECIFICATIONS.5. ALL BOLTS SHALL BE 3/4" IN DIAMETER, OR AS NOTED ON DRAWINGS. HOLES SHALLBE 1/16" LARGER.6. ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT;SUCH AS TNEMEC-99, OR RUST INHIBITOR BY "MAINLINE". OR, PAINT, AS NOTED IN THESPECIFICATIONS.7. AFTER STRUCTURAL STEEL ERECTION IS IN PLACE, ALL EXPOSED AREAS SHALL BETOUCHED UP. SEE SPECIFICATIONS ON PAINTING FOR ADDITIONAL REQUIREMENTS.8. PROVIDE 3/4: GROUT, 3,000 PSI, AND 1/4" THICK LEVELING PLATES UNDER ALL COLUMNBASE PLATES, WITH FOUR (4) 3/4" DIAMETER x 16" LONG ANCHOR BOLTS; OR ASNOTED.9. PROVIDE A MINIMUM OF 8" BEARING ON EACH SIDE OF LINTELS AND HEADERS OVERDOORS, WINDOWS, LOUVERS, AND OPENINGS, ETC.10. THE CONTRACTOR SHALL SUBMIT A REPRODUCIBLE SEPIA AND FOUR PRINTS OFSHOP DRAWINGS; SHOWING ALL STRUCTURAL STEEL SIZES, CONNECTIONS ANDDETAILS, TO THE ARCHITECT FOR HIS APPROVAL. FABRICATION OF STRUCTURALSTEEL MEMBERS SHALL NOT BEGIN WITHOUT PRIOR WRITTEN APPROVAL BY THEARCHITECT OR HIS ENGINEER.11. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATESTCOMMONWEALTH OF MASSACHUSETTS BUILDING CODE AND THE STRUCTURAL STEELINSTITUTE SPECIFICATIONS FOR BUILDINGS AND BRIDGES.FOUNDATION NOTES:1. THE FOUNDATION HAS BEEN DESIGNED BASED ON THE INFORMATION PROVIDED BY THE GEOTECH REPORT.2. ALL BACKFILL UNDER STRUCTURAL SLABS, MATS, AND FOOTINGS WILL BE ENGINEERED BACKFILL COMPACTED IN SPECIFIC LIFTS TO 95PERCENT OF MAXIMUM DRY DENSITY, UNLESS OTHERWISE INDICATED OR SPECIFIED.3. ALL EMBANKMENTS AND BACKFILL COMPACTED IN SPECIFIED LIFTS TO 90 PERCENT OF MAXIMUM DRY DENSITY, UNLESS OTHERWISEINDICATED OR SPECIFIED.4. PROVIDE SHEETING, BRACING, AND UNDERPINNING AS REQUIRED TO PRESERVE ADJACENT STRUCTURES.5. FOUNDATIONS SHALL NOT BE POURED IN WATER OR ON FROZEN GROUND.6. VERIFY LOCATIONS AND REQUIREMENTS FOR INSERTS, SLEEVES, CONDUITS, EMBEDMENT AND PENETRATIONS WITH RESPECTIVETRADES BEFORE PLACING CONCRETE.7. DOWELS FROM FOUNDATIONS INTO PIERS, COLUMNS, BUTTRESSES OR WALLS SHALL BE THE SAME SIZE AND NUMBER ASREINFORCEMENT IN PIERS, COLUMNS, BUTTRESSES OR WALLS ABOVE, EXCEPT AS OTHERWISE SHOWN.8. CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BY MECHANICAL METHODS TO CONTROL SURFACE AND UNDERGROUND WATER,AS REQUIRED DURING CONSTRUCTION.9. CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDER ADJACENT STRUCTURES AND PROPERTIES ARE NOT ALTERED.10. ALL FOUNDATION UNITS (PIERS) SHALL BE CENTERED SUPPORT MEMBERS, UNLESS OTHERWISE NOTED ON PLANS.11. COORDINATE UNDER FLOOR AND PERIMETER DRAIN REQUIREMENTS WITH ARCHITECTURAL, CIVIL AND PLUMBING DRAWINGS AND THEREQUIREMENTS OF THE GEOTECHNICAL ENGINEER.12. ALL BEARING MATERIALS SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THEINDEPENDENT TESTING AGENCY SHALL DETERMINE THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BEADJUSTED AS REQUIRED.13.BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 4'-0" BELOW FINAL FINISHED GRADE FOR FROST PROTECTION.14.FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR & SLAB AT TOP ANDBOTTOM ARE IN PLACE.15. WHERE FOUNDATION WALLS ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMONELEVATION ON EACH SIDE OF THE WALL.16. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HAND.17. SEE THE REQUIREMENTS OF THE SPECIFICATIONS FOR BACKFILLING UNDER OR ADJACENT TO ANY PORTION OF THE BUILDING.18.PROTECT IN-PLACE FOUNDATIONS, SLABS AND ADJACENT STRUCTURES, NEW CONSTRUCTION, STREET UTILITIES FROM FROSTPENETRATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES UNTIL THE PROJECT IS COMPLETED.19. SLAB ON GRADE SHALL BEAR DIRECTLY ON A MIN. 12" THICK LAYER OF COMPACTED STRUCTURAL FILL, OR MIN. 6" THICK LAYER OFCRUSHED STONE, PLACED ABOVE PROOFROLLED AND COMPACTED EXISTING FILL, OR ABOVE UNDISTURBED NATURAL TILL. SHOULDBEDROCK BE ENCOUNTED AT OR WITHIN 12" OF BOTTOM OF SLAB, BEDROCK SHALL BE OVER EXCAVATED A MIN. OF 12" BELOW BOTTOMOF SLAB.20.WHERE BEDROCK IS ENCOUNTED AT OR WITHIN 12" OF DESIGN FOOTING GRADE, IT SHOULD BE OVER EXCAVATED A MIN. OF 12" BELOWTHE BOTTOM OF PROPOSED FOOTING. BEDROCK EXCAVATIONS SHOULD EXTEND A MIN. OF 12" BEYOND FOOTING EDGE. LOOSE ROCKPIECES SHOULD BE REMOVED WITHIN THE FOOTING BEARING ZONE, AND OPEN BEDROCK JOINTS SHOULD BE CHOKED WITH CRUSHEDSTONE OR FILLED WITH CONCRETE PRIOR TO PLACING THE SOIL CUSHION.CONCRETE NOTES:1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF:-3000 PSIFOR FOUNDATION WALL, EXTERIOR WALLS ANDOTHER VERTICAL CONCRETE SURFACES EXPOSED TO THE WEATHER.2. MAXIMUM SLUMP SHALL NOT EXCEED 3"; AND MAXIMUM; COARSE AGGREGATE SIZE SHALL NOT EXCEED 3/4" IN DIAMETER.REINFORCING NOTES:1. ALL REINFORCEMENT, EXCEPT FOR TIES AND STIRRUPS, SHALL CONFORM TO ASTM 615-60.2. ALL REINFORCEMENT FOR TIES AND STIRRUPS SHALL CONFORM TO ASTM 615-40.3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-70 SPECIFICATIONS.4. ALL REINFORCEMENT SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT OR HIS ENGINEER PRIOR TO THE PLACEMENT OF ANYCONCRETE.5. THE CONTRACTOR SHALL SUBMIT FOUR PRINTS OF SHOP DRAWINGS: SHOWING ALL REINFORCING DETAILS, CHAIR BARS, HIGH CHAIRS,SLAB BOLSTERS, ETC. TO THE ARCHITECT FOR HIS APPROVAL. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVED SHOP DRAWINGSFROM THE ARCHITECT OR HIS ENGINEER PRIOR TO THE FABRICATION OF REINFORCEMENT.6. CLEARANCES OF MAIN REINFORCING FROM ADJACENT CONCRETE SURFACES SHALL BE AS FOLLOWS:A. FOOTINGS3 INCHESB. SIDES OF FOUNDATIONS WALLS.EXPOSED FACES OF FOUNDATIONS.SIDES OF COLUMNS/PIERS, SLABSON GRADE FROM TOP SURFACE2 INCHESC. INTERIOR FACES OF FOUNDATIONS,TOP REINFORCING IN SLABS EXPOSEDTO THE WEATHER1-1/2 INCHESD. TOP STEEL OF INTERIOR SLABS1 INCHES7. MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE 1/4" OF SECTIONS 10" OR LESS,1/2" FOR SECTIONS GREATER THAN 10".GENERAL NOTES:CONTRACTOR RESPONSIBILITY-CONTRACTOR IS SOLELY RESPONSIBLE FOR:1. VIEWING SITE AND INCLUDING ANY SPECIAL CONDITIONS NECESSARY TO PERFORM THE WORKAS DESCRIBED IN THE DRAWINGS.2. ESTABLISHING CONTROL OF THE SITE VIA SURVEY, AND LAYOUT.3. OBTAINING AND PAYING FOR ALL PERMITS.4. PAYING FOR ALL TEMPORARY UTILITIES AND FACILITIES.5. CHECKING AND CONFIRMING ALL DIMENSIONS, AND LAYOUTS.6. SCHEDULING AND SEQUENCING.7. CONSTRUCTION MEANS, METHODS AND TECHNIQUES8. FOLLOW CONSTRUCTION DRAWINGS OR MANUFACTURER'S SPECIFICATIONS, WHICHEVER ISMORE RESTRICTIVE.9. MAINTAINING DRAWINGS AND PERMITS ON SITE.10. JOB SITE SAFETY11. COORDINATION BETWEEN TRADES, AND SUPPLIERS.12.PROVIDE SCHEDULE TO OWNER AND ARCHITECT,13.PROVIDE A SCHEDULE OF VALUES TO THE OWNER AND ARCHITECT.14. TEMPORARY HEAT, ICE AND SNOWPLOWING IS THE RESPONSIBILITY OF THE CONTRACTOR.15. SITE CLEANLINESS AND CONFORMANCE TO NFPA 241 REQUIREMENTS.16.REPAIRING ANY WORK DAMAGED BY HIS FORCES WHILE PERFORMING THIS CONTRACT.17. GIVING WARRANTY FOR HIS WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINALCOMPLETION.REVIEW OF WORK BY DESIGNERS-CONTRACTOR SHALL NOTIFY ARCHITECT BEFORE PROJECT STARTS.CONTRACTOR SHALL NOTIFY ARCHITECT, ONE WEEK PRIOR TO:18.POURING CONCRETE19.INSULATING20.INSTALLING DRYWALL21.FINAL INSPECTIONSHOP DRAWINGS-ALL SHOP DRAWINGS SHALL BE SUBMITTED 30 DAYS AFTER CONTRACT AWARD.GENERAL CONTRACTOR SHALL APPROVE SHOP DRAWINGS, PRIOR TO SUBMITTING TOARCHITECT OR ENGINEER.NON SUBMISSION DOES NOT CONSTITUTE APPROVAL OF ANY WORK.NO EXCEPTIONS TAKEN DOES NOT RELIEVE THE CONTRACTOR OF PERFORMING ANY OTHERWORK ON THE DRAWINGS.CONTRACTOR SHALL EXPECT A MINIMUM OF 2 WEEKS FOR DESIGNERS' REVIEW TIME.ANY VARIANCE FROM THE ORIGINAL DESIGN SHALL BE NOTED.ANY SUBSTITUTION NOT INDICATED SHALL NOT CONSTITUTE APPROVAL OF A CHANGE.SHOP DRAWINGS ARE NOT COORDINATION DRAWINGS.DESIGNERS ARE NOT RESPONSIBLE FOR DIMENSIONS.CONTRACTOR TO ENSURE MATERIALS AND ASSEMBLIES ARE COMPATIBLE AND ACCEPTABLE TOTHE MANUFACTURER. ALL ASSEMBLY MATERIALS SHALL BE FROM A SINGLE SOURCE AS MUCH ASPOSSIBLE.REQUEST FOR INFORMATION -ONLY RFI'S SENT THROUGH BY THE OWNER AND AWARDING CONTRACTOR WILL BE ANSWERED.SUBCONTRACTORS MUST SUBMIT RFI'S THROUGH THE GENERAL CONTRACTOR.BIDDING PHASE - OWNER AND AWARDING CONTRACTOR ARE RESPONSIBLE FOR COMPILING ANDAGGREGATING RFI'S AND SUBMITTING TO THE ARCHITECT OR DESIGNER AT ONE TIME ONLY.ARCHITECT OR DESIGNER HAS ONE WEEK TO RESPOND. QUESTIONS MUST BE COMPLETE , NOTPIECEMEAL AND SHOULD BE SUBMITTED BY CSI DIVISION.CHANGE ORDERS-CONTRACTOR SHALL VISIT THE SITE AND BE THOROUGHLY ACQUAINTED WITH THE PROJECTPRIOR TO SUBMITTING A PRICE. ADDITIONAL MONEY WILL NOT BE GRANTED FOR WORK NOTCLARIFIED PRIOR TO BIDDING.DESIGNER SHALL BE NOTIFIED OF ANY CHANGE TO THE DRAWINGS, UNFORESEEN FIELDCONDITIONS OR DISCREPANCIES PRIOR TO PERFORMING WORK.ANY PROPOSED CHANGES SHALL BE ACCOMPANIED WITH A WRITTEN DESCRIPTION OR A SKETCHFOR CLARIFICATION.ALL CHANGE ORDERS SHALL BE APPROVED PRIOR TO PERFORMING WORK.CHANGE ORDERS SHALL BE PRICED EITHER LUMP SUM OR UNIT PRICE OR TIME AND MATERIALS.ANY SUBSTITUTION REQUEST SHALL BE MADE VIA CHANGE ORDER, AND NOT VIA SHOPDRAWINGS UNLESS AGREED TO.ANY CHANGE SHALL STATE THE CREDIT OR COST ADD AND/OR ANY CHANGE TO THE SCHEDULE.REQUISITIONS-ANY REQUISITION REQUIRED TO BE SIGNED BY THE ARCHITECT SHALL BE SUBMITTED A MINIMUMOF ONE WEEK PRIOR TO BEING SUBMITTED TO THE BANK FOR REVIEW.CONTRACTOR SHALL PROVIDE RECEIPTS AND INSURANCE CERTIFICATES FOR ANY MATERIALSFOR PAYMENT FOR ANY UNINSTALLED MATERIALS.WOOD NOTES:1. ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF NOT MORE THAN 19%.2. ALL FRAMING LUMBER SHALL BE #2 SPF, OR BETTER, HAVING A MINIMUM:FB=875 PSI, FV=135 PSI, E=1,300,000 PSI.3. ALL JOIST SPANS SHALL HAVE ONE ROW OF 1" X 3: CROSS BRIDGING AT MID SPANAND NOT MORE THAN 8'-O" O.C.4. ALL STUD BEARING WALLS SHALL HAVE ONE ROW OF 2X HORIZONTAL BLOCKING AT1/2 STUD HEIGHT, AND NOT MORE THAN 6'-O" O.C. MAXIMUM.5. PROVIDE AND INSTALL ALL NECESSARY TIMBER CONNECTORS WITH ADEQUATESTRENGTH.6. PROVIDE DOUBLE JOIST BELOW PARTITIONS PARALLEL TO JOIST FRAMING.7. PROVIDE SOLID BRIDGING BELOW PARTITIONS PERPENDICULAR TO JOIST FRAMING.8. PROVIDE SOLID BRIDGING BETWEEN JOIST FRAMING MEMBERS WHEN BEARING ONSTUD PARTITIONS OR BEAMS.9. PROVIDE A CONTINUOUS BAND JOIST AT EXTERIOR STUD WALLS.10.PROVIDE DIAGONAL METAL STRAP BRACING AT ALL CORNERS AND WALLINTERSECTIONS, AT THE INSIDE FACE OF STUDS, FROM TOP PLATE TO FLOOR PLATEAT A 45 DEGREE ANGLE WITH A SIMPSON TYPE "RCWB" STRAP, OR EQUAL.11. ALL BUILT-UP BEAMS SHALL BE BOLTED WITH 12" Ø THRU BOLTS, MEETING A307STANDARDS, OR, AS NOTED ON DRAWINGS.DESIGN CRITERIA:ALL WORK PERFORMED UNDER THIS CONTRACT SHALL CONFORM TO THE NINTH EDITIONOF THE MASSACHUSETTS BUILDING CODE.DESIGN LIVE LOAD = 40 POUNDS PER SQUARE FOOT- FLOORS- PRIVATE DECKDESIGN SNOW LOAD = 30 POUNDS PER SQUARE FOOTWITH SNOW DRIFTWHERE APPLICABLE.WIND LOAD = 128 MILES PER HOURSEISMIC:Ss = 0.217S1= 0.069ALL LUMBER SHALL BE #2 SPF, Fb= 875 PSI, Fv=135 PSI.THE HOLIANRESIDENCE250 WINDSWEPT WAYPARCEL A,MASSACHUSETTSSTEEL DECK NOTES:1. ALL STEEL DECK SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THESPECIFICATIONS OF THE STEEL DECK INSTITUTE AND AMERICAN INSTITUTE OF STEELCONSTRUCTION.2. PROVIDE WELD WASHERS FOR WELDING. ALL WELDS SHALL BE A MINIMUM OF 1-1/2"IN LENGTH, AND NOT TO EXCEED 12" ON CENTER SPACING.3. WELD INTERMEDIATE SUPPORTS IN AN X-PATTERN.4. WELD IN THE VALLEY OF THE SIDE LAP ON EVERY OTHER JOIST; AND, IN THE VALLEYOF THE CENTER CORRUGATION ON THE REMAINING JOIST.5. SIDE LAPS SHALL BE MADE WITH A MINIMUM OF ONE CORRUGATION.6. END LAPS SHALL BE MADE ON THE TOP SHEET IN THE VALLEY OF THE SIDE LAP, AND,AGAINST THE MIDDLE OF THE SHEET. END LAPS SHALL BE AT LEAST 2" AND SHALL BEMADE OVER SUPPORTS.7. PROVIDE DECK ANGLES, AS NECESSARY, TO SUPPORT DECK SPANS WHERE DECKSPAN DIRECTION CHANGES.8.STEEL DECK MATERIALS:ROOF DECKING - 1-1/2" DEEP, TYPE "B", GALVANIZED, 22 GA.MINIMUM MOMENT OF INERTIA - 0.20"MINIMUM SECTION MODULUS - 0.20"9. THE CONTRACTOR SHALL SUBMIT ON REPRODUCIBLE SEPIA AND FOUR PRINTS OFSHOP DRAWING; SHOWING LENGTH OF DECKING, OPENINGS THROUGH DECKING,CLOSURE PANELS AT OPENINGS, END CLOSURE PANELS, ALL STRUCTURALSUPPORTS, AND OTHER DETAILS, AS NECESSARY, TO THE ARCHITECT FOR HISAPPROVAL. FABRICATION OF STEEL DOCKING SHALL NOT BEGIN WITHOUT WRITTENAPPROVED SHOP DRAWINGS FROM THE ARCHITECT OR THIS ENGINEER. 10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 16" E.F#4 HOR. @ 16" E.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"10"4'-0"5'-0"x12" DP FT'GW/ (6) #6 CONT. @BOT.,#6 @ 12"O.C. @ BOT.,TYP. A: 16" x 16"CMU PEIR W/ 4 #6VERT.,TYP. ATYP. ATYP. ATYP. ATYP. ATYP. A10" FDN. WALL W/ (2) #5CONT. @T+B,4-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"10" FDN. WALL W/ (2)#5 CONT. @T+B,3'-0"x12 FTG W/ (3) #5BOT., #4 DWLS @ 12"(TYP.)10"4'-0"[1'-00"][1'-00"][2'-00"][1'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][3'-00"][5'-00"][4'-00"][3'-00"][2'-00"][3'-00"][2'-00"]TYP. A5'-0"x12" DP FT'GW/ (6) #6 CONT. @BOT.,#6 @ 12"O.C. @BOT.,TYP. ATYP. A5'-0"x12" DP FT'GW/ (6) #6 CONT. @BOT.,#6 @ 12"O.C. @ BOT.,[2'-00"][3'-00"][1'-00"][4'-00"][5'-00"][3'-00"][3'-00"][1'-00"][1'-00"][1'-00"][1'-00"][1'-00"][1'-00"][1'-00"][1'-00"][1'-00"][3'-00"][1'-00"]3" MUD CONC. SLAB OVER6" MIN. COMPACTED GRAVEL3" MUD CONC. SLAB OVER6" MIN. COMPACTED GRAVEL3" MUD CONC. SLAB OVER6" MIN. COMPACTED GRAVEL[2'-00"][2'-00"][1'-00"][3'-00"]TYP. 10" WALL10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 12" O.C. I.F#4 HOR. @ 12" O.C. I.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"[3'-00"][2'-00"][1'-00"][2'-00"][2'-00"][3'-00"][3'-00"]SLAB TO PITCHEDTOWARD THE REAR 3" MUD CONC. SLAB OVER6" MIN. COMPACTED GRAVELSLAB TO PITCHEDTOWARD THE REAR SLAB TO PITCHED TOWARD THE REAR SLAB TO PITCHED TOWARD THE REAR [2'-00"]B-5(-3.0)B-2(-3.0)B-1(-1.9)B-3(-2.3)B-6(-2.5)10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-0"8'-0"7'-0"6'-6"6'-6"6'-0"5'-0"5'-0"6'-0"7'-0"8'-0"9'-0"10'-0"10'-0"6'-0"6'-0"5'-0"5'-0"5'-0"6'-0"7'-0"7'-6"5'-0"4'-6"TYP. 10" WALL10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 12" O.C. I.F#4 HOR. @ 12" O.C. I.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"TYP. 10" WALL10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 12" O.C. I.F#4 HOR. @ 12" O.C. I.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"TYP. 10" WALL10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 12" O.C. I.F#4 HOR. @ 12" O.C. I.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"TYP. 10" WALL10" FDN. WALL W/ (2) #5CONT. @T+B,#4 VERT. @ 12" O.C. I.F#4 HOR. @ 12" O.C. I.F4'-0"x12 FTG W/ (4) #6 @BOT., #4 DWLS @ 12"6'-0"T.O.SLAB6'-0"T.O.SLAB6'-0"T.O.SLAB6'-0"T.O.SLAB6'-0"T.O.SLABS-2.15 S-2.1S-2.1 7S-2.12S-2.1 6 S-2.143p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-1.0FOUNDATIONPLANTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202309608-25-2023NKFOUNDATION PLAN3/16" = 1'-0"1NOTE:·FOUNDATION IS DESIGN BASED ON THE INFORMATION PROVIDED INTHE GEOTECH REPORT (SEE GEOTECH).·PROVIDE CORNER BARS FOR ALL CORNER.·PROVIDE MIN. (3) 1 34" X 7 12" LVL HDR BEAM @ ALL OPENING.·PROVIDE ADDITIONAL REBAR @ FLOOD VENT OPENING (SEE S-2.1/11).FINISH GRADE: PROPOSEDBORING LOCATIONS.(-0'-0") ± WATER BELOW EX'G GRADEEX'G GRADE (APPROXIMATE)[0'-0"]: BOTTOM OF FOOTING ELEVATION (3) 11 78" LVL (3) 11 78" LVL (3) 11 78" LVL 11 78" TJI 230 @ 16" O.C. 11 78" TJI 230 @ 16" O.C. 11 78" TJI 230 @ 16" O.C. 11 78" TJI 230 @ 16" O.C.5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP3 12"x3 12"VL POSTUP3 12"x3 12"VL POSTUPBLOCKING BLOCKING BLOCKING BLOCKING 5 14"x5 14"VL POST UPCMU PEIRBELOW6x6 P.T.POST UP6x6 P.T.POST UP6x6 P.T.POST UP6x6 P.T.POST UP6x6 P.T.POST UP6x6 P.T.POST UP6x6 POSTUP6x6 POSTUP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP(2) 1178" LVL(2) 11 78" LVL4" JOIST SHELF4"4" JOIST SHELF4"4" JOIST SHELF 4" 4" JOIST SHELF 4"5 14"x5 14"VL POST UPCMU PEIRBELOW5 14"x5 14"VL POST UPCMU PEIRBELOW5 14"x5 14"VL POST UPCMU PEIRBELOW5 14"x5 14"VL POST UPCMU PEIRBELOWCMU PEIRBELOW5 14"x5 14"VL POST UPCMU PEIRBELOW5 14"x5 14"VL POST UPCMU PEIRBELOW3 12"x5 14" VLPOST UPCMU PEIRBELOW5" CONC. SLAB REINFORCED W/6x6-W1.4xW1.4 W.W.F. OVER 6" 95%MIN. COMPACTION GRAVEL FILL6" CONC. SLAB REINFORCED W/6x6-W2.0xW2.0 W.W.F. OVER 6" 95%MIN. COMPACTION GRAVEL FILL[0'-00"]5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP#4 DWLS @ 12" O.C.S-2.15 S-2.13S-2.1 7S-2.12#4 DWLS @ 12" O.C.#4 DWLS @ 12" O.C.#4 DWLS@ 12" O.C. #4 DWLS @ 12" O.C.5"LIGHT WEIGHT CONCRETE SLAB REINF.W/6x6-W2.9xW1.9 ON 1 12"-20 ga GALV.COMPOSITE STEEL DECKW 12x22(3) 1 34" x 11 78" LVL (3) 1 34" x 11 78" LVL(3) 1 34" x 11 78" LVL5"LIGHT WEIGHT CONCRETE SLAB REINF.W/6x6-W2.9xW1.9 ON 1 12"-20 ga GALV.COMPOSITE STEEL DECK5"LIGHT WEIGHT CONCRETE SLAB REINF.W/6x6-W2.9xW1.9 ON 1 12"-20 ga GALV.COMPOSITE STEEL DECKW 12x22W 12x22W 12x22W 12x224"x12"x14"DPBEAM POCKET(SEE S-2.1/ 2)6x6POST UP5 14"x5 14" VLPOST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP6x6POST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP3 12"x5 14" VLPOST UPCMU PEIRBELOW3 12"x5 14" VLPOST UPCMU PEIRBELOW4"x12"x14"DPBEAM POCKET(SEE - 2.1-2)4"x12"x14"DPBEAM POCKET(SEE S-1.1/ 2)4"x12"x14"DPBEAM POCKET(SEE S-1.1/ 2)4"x12"x14"DPBEAM POCKET(SEE S-1.1/ 2)4"x12"x14"DPBEAM POCKET(SEE S-1.1/ 2)5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UPS-2.1 6 L 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB ENDL 6x4x38" @ SLAB END#4 DWLS @ 12" O.C.#4 DWLS @ 12" O.C.#4 DWLS @ 12" O.C. #4 DWLS @ 12" O.C. #4 DWLS @ 12" O.C. #4 DWLS @ 12" O.C. #4 DWLS @ 12" O.C.S-2.145 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP4"4"x12"x 34" BEARINGPLATES W/ (2) 34" ØANCHOR BOLTS, 34"GROUT.W12x221'-0"AB6"10"4"x10"x 34" BEARING PLATE W/ (2)34" Ø ANCHOR BOLTS, 34" GROUT4" x 12" POCKET5"LIGHT WEIGHT CONCRETE SLABREINF. W/6x6-W2.9xW1.9 ON 1 12"-20ga GALV. COMPOSITE STEEL DECKW12x221'-2"#4 DWLS@ 12" O.C.W12x224"x10"x 34" BEARING PLATE W/ (2)34" Ø ANCHOR BOLTS, 34" GROUT4" x 12" POCKET5"LIGHT WEIGHT CONCRETE SLABREINF. W/6x6-W2.9xW1.9 ON 1 12"-20ga GALV. COMPOSITE STEEL DECK1'-2"p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-1.1FIRST FLOORFRAMING PLANTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202309608-25-2023NKNOTE:·ALL LVL TO BE 1 34" VERSA-LAM 2.0 3100, UNLESS OTHERWISE NOTED.·DESIGN L.L= 40 PSF·ALL STEEL BEAMS, PLATES, AND ANGLES TO BE GALVANIZED.·: DENOTES HOLDOWNSFIRST FLOOR FRAMING PLAN3/16" = 1'-0"14"x12" X BEAM POCKET PLAN DETAIL1/2" = 1'-0"2SECTION-A1/2" = 1'-0"ASECTION-B1/2" = 1'-0"B 1 34" X 7 14" LVL @ 16" O.C.2x10 @ 16" O.C.2x10 @ 16" O.C.2x10@ 16" O.C.2x8 @ 16" O.C.(2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8 (3) 2x8(3) 2x8(3) 11 78" LVL(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8(3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 (3) 2x8 BLOCKING (4) 11 78" LVL(2) 11 78" LVL(2) 11 78" LVL (3) 11 78" LVL (3) 11 78" LVL CONT.(3) 9 12 " LVL(3) 9 12 " LVL(4) 11 78" LVL11 78" TJI 360 @ 16" O.C. BLOCKING 11 78" TJI 360 @ 16" O.C. BLOCKINGBLOCKING 11 78" LVL COPED@ 16" O.C.(4) 7 14" LVL11 78" TJI 360@ 16" O.C.11 78" TJI 360@ 16" O.C.(3) 14" LVL(3) 14" LVL5 14"x20" VL(3) 14" LVL(3) 14" LVL(3) 14" LVL(3) 14" LVL14" CURVED LAMINATED BEAM7 14 " CURVED LAMINATED BEAM (3) 2x85 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST3 12"x3 12"VL POST3 12"x3 12"VL POST(3) 2x10P.T.6x6 P.T.POST6x6 P.T.POST6x6 P.T.POST6x6 P.T.POST6x6POST6x6POST6x6POST6x6POST6x6POST6x6POST6x6POST6x6POST6x6POST6x6POST1 34" x 7 14"@ 16" O.C. BLOCKING(3) 2x10 (3) 2x10 (2) 2x103 12"x7" VLPOST UP3 12"x7"VL POST UP3 12"x7" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14"VL POST UP5 14"x5 14" VLPOST UP(3) 11 78" LVL(4) 11 78" LVL11 78" TJI 360 @ 16" O.C.6x6 P.T.POST6x6 P.T.POST6x6POST6x6POST(2) 11 78" LVL (2) 11 78" LVL(2) 11 78" LVL PORTAL FRAME5 14"x5 14"VL POSTDBDBDBDBDBDBDBDBDBDBDBDBDBDB5 14"x5 14"VL POST(3) 11 78" LVLPORTAL FRAME5 14"x5 14"VL POST5 14"x5 14"VL POSTC5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14"VL POSTUP+DN5 14"x5 14"VL POSTUP+DN5 14"x5 14"VL POSTUP+DN5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP5 14"x5 14"VL POST5 14"x5 14"VL POST3 12"x5 14"VL POSTUP+DN11 78" TJI 360 @ 16" O.C.(2) 11 78" LVL + (1) 2x12 CONT.5 14"x5 14"VL POST5 14"x5 14" VLPOST UP5 14"x5 14" VLPOST UP(3) 9 12 " LVLCONT. (LOW)(3) 9 12 " LVLCONT. (LOW)(3) 2x10 P.T.(3) 9 12 " LVLCONT. (LOW)5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST3 12"x5 14"VL POSTUP+DN3 12"x5 14"VL POSTUP+DN(3) 11 78" LVL CONT. 2x10 P.T. LEDGER DBDBDBDB2x8 CLG JOIST @ 16" O.C. 2x8 CLGJOIST @16" O.C.(3)11 78"LVL 5 14"x5 14" VLPOST5 14"x5 14"VL POSTDBDBDBDB(3)11 78"LVL (3)11 78"LVL (3)11 78"LVL 11 78" TJI360 @ 16"O.C.5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST(4) 7 14" LVL11 78" LVL COPED @ 16" O.C.BLOCKING4 58"7 14" CURVEDBEAM2'- 5 14"p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-1.2SECOND FLOORFRAMING PLANTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202309608-25-2023NKNOTE:·ALL LVL TO BE 1 34" VERSA-LAM 2.0 3100, UNLESS OTHERWISE NOTED.·DESIGN L.L= 40 PSF·DB: DIAG. BRACINGSECOND FLOOR FRAMING PLAN3/16" = 1'-0"1SECTION @ OVERLOOK3/4" = 1'-0"C (2) 11 78" LVL (2) 11 78" LVL(2) 11 78" LVL(2) 11 78" LVL(2) 11 78" LVL (2) 11 78" LVL(2) 9 12" LVL(3) 9 12" LVL(2) 9 12" LVL(3 ) 9 1 2" L V L (2) 9 12" LVL (2) 9 12" LVL(2) 9 12" LVL(2 ) 9 1 2" L V L(3) 14 LVL CONT.(3) 14 LVL CONT.(3) 14" LVL CONT.(4) 16" LVL / (3) 18" LVL ( LOW) (3) 9 12" LVL (LOW)(3) 14" LVL(3) 14" LVL(3) 14" LVL(3) 14" LVL(2) 11 78" LVL (2) 11 78" LVL (2) 11 78" LVL (2) 11 78" LVL (3) 9 12 " LVL(3) 9 12 " LVL(3) 9 12 " LVL(3) 9 12 " LVL(2) 9 12 " LVL(2) 9 12 " LVL(4) 18" LVL (4) 18" LVL (4) 18" LVL (3) 9 12" LVL (3) 9 12" LVL(2) 9 12" LVL(2) 9 12" LVL(2) 9 12" LVL(2) 9 12" LVL(3) 11 78 " LVL(3) 11 78 " LVL(2) 9 12 " LVL(2) 9 12 " LVL(2) 9 12 " LVL(2) 9 12 " LVL (3) 9 12 " LVL (3) 9 12 " LVL (3) 9 12 " LVL (3) 9 12 " LVL (3) 9 12" LVL (LOW)5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST UP5 14"x5 14"VL POST UP3 12"x7"VL POST3 12"x7"VL POST3 12"x3 12" VLPOST UP3 12"x7"VL POST5 14"x5 14"VL POST3 12"x5 14"VL POST3 12"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST UP5 14"x5 14"VL POST5 14"x5 14"VL POST UP3 12"x3 12" VLPOST UP5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST3 12"x3 12" VLPOST UP5 14"x5 14"VL POST5 14"x5 14"VL POST3 12"x3 12" VLPOST UP3 12"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POSTUP5 14"x5 14"VL POST5 14"x5 14"VL POST UP(3) 11 78" LVL 5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POST5 14"x5 14"VL POSTp&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&ROOF FRAMING PLAN3/16" = 1'-0"1Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-1.3ROOFFRAMING PLANTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202309608-25-2023NKNOTE:·ALL LVL TO BE 1 34" VERSA-LAM 2.0 3100, UNLESS OTHERWISE NOTED.·ALL RAFTER TO BE 2X10 @ 16" O.C.,UNLESS OTHERWISE NOTED.·PROVIDE HURRICANE TIES FOR ALL RAFTERS.·DESIGN S.L= 30 PSF 12"16" x 16" CMU PIER,FILL ALL CELLS W/ GROUT4 #6 VERT.#6 @ 12" O.C. @ BOT.(6) #6 CONT. @ BOT.GALV. POST CAPPOST AS PER PLANGALV. BEAM CONNECTORBEAM SIZE AS PER PLAN6" MIN. COMPACTEDGRAVEL3" CONC. SLAB1'-4"5'-0"(2) #5 CONT. @ TOP58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT.B.O.F. MIN 4'-0" BELOW GRADE (2) 2x6 P.T. PLATERIM BOARD11 78" TJI 230 @ 16" O.C.2x6 PLATE2x6 STUDS @ 16" O.C.58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER6" MIN. COMPACTED GRAVEL#4 DWLS @ 12" O.C.4'-0"1'-0"6"4"(2) 2x4 PLATESBOND BREAK#4 VERT. @ 12" O.C., I.F.#4 HOR. @ 12" O.C., I.F.#5 CONT. @ STEM WALL3" CONC. SLABGRADEV.I.F.SAME SIZE AND SPACINGAS HORIZONTAL REINFORCING(2 X ld LONG)PROVIDE REGLETAT ALL VISIBLE(I.E. EXPOSED)JOINT LOCATIONS1/2"3/4"3/4"WALL REINFORCINGWATERSTOP (WHEREREQUIRED)TYPICAL VERTICAL WALLCONTROL JOINTCLASS B SPLICEWATERSTOP STD. HOOK(1'-0" MIN.)CLASS B SPLICE CLASS B SPLICEHORIZONTALBARSSTD. HOOK(1'-0" MIN.)CLASS B SPLICE NOTE:VERTICAL REINF. BARS ARENOT SHOWN FOR CLARITYWATERSTOPWATERSTOPHORIZONTALBARSHORIZONTALBARSCLASS B SPLICESTD. HOOK(1'-0" MIN.)HORIZONTALBARS"U" BARSIF CONSTRUCTION JOINTEXISTSAT CORNERSAT CORNERSAT INTERSECTIONSAT CONSTRUCTION JOINTSAT PILASTERSTYPICAL PLAN OF HORIZONTAL WALL REINFORCINGCOL.COL.BUILDING PAPER WRAPON COLUMN AT SLABCONSTRUCTION JOINTOR CONTROL JOINTTYPICAL COLUMN ISOLATIONJOINT DETAILSCALE: 1"=1'-0"EXTERIOR CORNER5-#4 TOPX4'-0" LG.4-#4 TOPX4'-0" LG.AT EXTERNAL4-#4 TOPX4'-0" LG.INTERIOR CORNERAT INTERNALADDITIONAL REINFORCING ATTHE SLAB CORNERS(2) #5 CONT. @ TOP58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT. @ BOT.(2) 2x6 P.T. PLATERIM BOARD11 78" TJI 230 @ 16" O.C.2x6 PLATE2x6 STUDS @ 16" O.C.58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER#4 DWLS @ 16" O.C.4'-0"1'-0"6"4"(2) 2x4 PLATESBOND BREAK#4 VERT. @ 16" O.C.#4 HOR. @ 16" O.C.#5 CONT. @ STEM WALL3" CONC. SLAB10"5"LIGHT WEIGHT CONCRETE SLABREINF. W/6x6-W2.9xW1.9 ON 1 12"-20ga GALV. COMPOSITE STEEL DECK#4 VERT. @ 16" O.C.#4 HOR. @ 16" O.C.L 4"x6"x12"x9" LG W/ (2) 58"Ø EPOXY BOLTSW/ 4" MIN. EMBED INTO CONC. E.F.(2) 58"Ø THROUGH BOLTSL 4"x6"x12"x6" LG W/ (2) 58"Ø EPOXYBOLTS W/ 4" MIN. EMBED INTO CONC.W 12x22ST'L BEAM9"6"4"GRADE(2) # 5 @ TOP. CONT.V.I.F.2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT. @ BOT.#4 DWLS @ 12" O.C.4'-0"10"B.O.F. MIN 4'-0" BELOW GRADE 5"LIGHT WEIGHT CONCRETE SLABREINF. W/6x6-W2.9xW1.9 ON 1 12"-20ga GALV. COMPOSITE STEEL DECK#4 HOR. @ 12" O.C., I.F.1'-0"#4 VERT. @ 12" O.C., I.F.3" CONC. SLABL6x4X38" W/ 12" Ø BOLTS @ 32"O.C. WELDED TO COMP. DECK6"GRADE6" GRAVEL FILL(2) # 5 @ TOP. CONT.5" 8" MIN 8"2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT. @ BOT.#4 DWLS @ 12" O.C.4'-0"1'-0"10"5" CONC. SLAB REIN. W/6x6-W1.4xW1.4 W.W.F.#4 DWLS @ 12" O.C.58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER(2) 2x6 P.T. PLATEB.O.F. MIN 4'-0" BELOW GRADE TYPICAL WALL REINFORCINGW/MATCHING DOWELS INTOFOOTING.TYPICAL FTG.REINFORCING.TIE ROD (TYPICAL).1'-0"1'-0"1'-0"11BOTTOM BARSBOTTOM BARS1'-0"DIAGONAL BAR TO MATCH WITH BOT. BAR1'-0" 1'-0"#4 EACH FACE(OPENING WIDTH+ 3'-0") LG. T+B#4 EACH FACE(OPENING WIDTH +3'-0") LG. (EACH SIDEOF OPENING).#4 DIAGONAL (3'-0"LG) EACH FACE.FLUID VENTOPEING TYP.(DIM PER ARCH.)GRADE6" GRAVEL FILL(2) # 5 @ TOP. CONT.5" 8"2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT. @ BOT.#4 DWLS @ 12" O.C.4'-0"1'-0"10"5" CONC. SLAB REIN. W/6x6-W1.4xW1.4 W.W.F.#4 DWLS @ 12" O.C.B.O.F. MIN 4'-0" BELOW GRADE #4 DWLS @ 12" O.C.(2) #5 CONT. @ TOP58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER2x4 KEY(2) #5 CONT. @ BOT.(4) #6 CONT. @ BOT.(2) 2x6 P.T. PLATERIM BOARD11 78" TJI 230 @ 16" O.C.2x6 PLATE2x6 STUDS @ 16" O.C.58" ANCHOR BOLTS @ 32" O.C.W/ 3x3x14" FLAT PL. WASHER#4 DWLS @ 16" O.C.4'-0"1'-0"6"4"(2) 2x4 PLATESBOND BREAK#4 VERT. @ 16" O.C.#4 HOR. @ 16" O.C.#5 CONT. @ STEM WALL3" CONC. SLAB10"5"LIGHT WEIGHT CONCRETE SLABREINF. W/6x6-W2.9xW1.9 ON 1 12"-20ga GALV. COMPOSITE STEEL DECK#4 DWLS @ 12" O.C.#4 VERT. @ 16" O.C.#4 HOR. @ 16" O.C.p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-2.1FOUNDATIONAND CONCRETEDETAILSTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202209608-25-2023NKTYP. A FOOTING1/2" = 1'-0"1FDN WALL @ MAIN HOUSE1/2" = 1'-0"2FDN WALL @ MAIN HOUSE AND PATIO AT STEEL BEAM1/2" = 1'-0"4FDN WALL @ PATIO/ BREEZEWAY1/2" = 1'-0"5FDN WALL @ GARAGE1/2" = 1'-0"6TYP. CONCRETE DETAILS1/2" = 1'-0"9TYP. STEP FOTTING DETAIL1/2" = 1'-0"8TYP. FDN WALL OPENING DETAIL @ FLUID VENT1/2" = 1'-0"10FDN WALL @ GARAGE DOOR 1/2" = 1'-0"7FDN WALL @ MAIN HOUSE AND PATIO1/2" = 1'-0"3 Protect untreated woodfrom direct contact withconcreteEnd of joistsat centerlineof supportFace mounthangerTop mounthangerFASTENING of FLOOR PANELS(1) Stagger nails when using 4" on-center spacing and maintain 38" joist and panel edge distance. One row of fasteners is permitted (two at abuttingpanel edges) for diaphragms. Fastener spacing for TJI® joists in diaphragm applications cannot be less than shown in table. When fastener spacing forblocking is less than spacing shown above, rectangular blocking must be used in lieu of TJI® joists.(2) For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least ½" and staggered.(3) With 10d (0.148" x 1½") nails, spacing can be reduced to 3" on-center for light gauge steel straps.(4) Can be reduced to 5" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).(5) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).(6) Can be reduced to 312" on-center if nail penetration into the narrow edge is no more than 114" (to minimize splitting).■ Recommended nailing is 12" on-center in field and 6" on-center along panel edge. Fastening requirements on engineered drawings supersederecommendations listed above.■ Maximum nail spacing for TJI® joists is 18" on-center.■ 14 ga. staples may be substituted for 8d (0.113" x 212") nails if minimum penetration of 1" into the TJI® joist or rim board is achieved.■ To minimize splitting, maintain edge distance and row spacing of 212 x nail diameter or 38", whichever is greater.■ Nailing rows must be offset at least 12" and staggered.■ For recommended nailing and adhesives, see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9001.4"110, 210,and 230FILLER and BACKER BLOCK SIZES(1) If necessary, increase filler and backer block height for face mount hangers and maintain 18" gap at top of joist; see detail W. Filler and backer blockdimensions should accomodate required nailing without splitting (12" minimum for backer blocks and 24" minimum for filler blocks).(2) Clinch nails when possible.2x106'-0" longVerify column capacityand beam bearinglength. See currentWeyerhaeuser literature.110TJI® JoistsCantilever Filler(Detail E4)Filler Block (1)(Detail H2)Backer Block (1)(Detail F1or H2)2x64'-0" long58" or 34"Depth2x6 2x8912"-1178"14"-16"16d (0.162"x 312")8d (0.113" x 212"), 8d (0.131" x 212")6"Nail SizeL5L1210230 or 3605601178"Two2x62x62x6 + 12"sheathing4'-0" long912"-1178"2x6 + 12"sheathing2x6 + 38"sheathing4'-0" long2x10 + 38"sheathing6'-0" long34" or 78"2x8 + 38"sheathing2x6 + 38"sheathing912"-1178"14"-16"2x10 + 12"sheathing6'-0" long78" or 1" Net2x8 + 12"sheathing14"-16"2x12 + 12"sheathingNotapplicable18"-20"2x122x818"-20"Two2x12Not applicableTwo2x814"-16"See current Weyerhaeuserliterature for framing connectors134"TimberStrand® LSLor wider118" TJ®Rim BoardRim Board6"16"(4)3"6"TJI®(1)(2)6"(5)114"4"Parallam®PSLMicrollam®LVLL2P1BEAM ONCOLUMN CAPL3L4ELEVATEDCOLUMN BASEProtect untreatedwood from directcontact withconcreteP2COLUMN BASEP3L4A2Optionalnon-shrinkgroutL5PTJI® rim joistDO NOT bevel cut joistbeyond inside face of wall.JOIST DETAILSTop mounthangerH1Face mounthangerBEARING FOR DOOROR WINDOW HEADERStrap per code if top plateis not continuous overheaderH2BEAM TO BEAMCONNECTIONWeb stiffeners required if sides ofhanger do not laterally support atleast 38" of TJI® joist top flangeBEARING ATCONCRETE WALLH3Flush bearing plate required.Maximum 14" overhangpermitted at beam.E4H2See ALLOWABLEHOLESUse B1 or B2 atintermediate bearingswith load bearing orbraced/shear wallfrom aboveH1H3B4B3B2E2A1B1CSExterior DeckAttachmentLAStructuralsheathingDO NOT use sawnlumber for rimboard or blocking,as it may shrinkafter installation.Use onlyengineered lumber.Rim board jointbetween joistsH1L3A3._L1DO NOT overhang seat cutson beams beyond the insideface of support member.Drive nails at anangle to minimizesplitting of plateOne 10d (0.128" x 3") nail eachside of member at bearing,112" minimum from endSee framing plan (if applicable) orWeyerhaeuser Installation Guide for Floorand Roof Framing, TJ-9000. For minimumend and intermediate bearing lengths.TJI® joist floor framing doesnot require bridging ormid-span blockingSafety bracing (1x4minimum) at 8' on-center (6'on-center for TJI®110 joists) andextended to a braced end wall.Fasten at each joist withtwo 8d (0.113" x 212") nails minimum(see WARNING).Joists must be laterally supported atcantilever and end bearings by blockingpanels, hangers, or direct attachment toa rim board or rim joist.E1WoodbackerF14 ' - 0 "ma x im um c a n t i l e v e r ( u n i f o rm l o a d s o n l y ) 1 1 2 t im e s c a n t i l e v e r l e n g t h Web stiffenersrequired each sideat B3W ONLYB3WB3Blockingpanel118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.BEAM ATTACHMENT at BEARINGF1 applies touniformlyloaded joistsonly.With top mount hangers, backer block required onlyfor downward loads exceeding 250 lbs or for upliftconditions. For nailing requirements see page 5, TJ -9001, Weyerhaeuser installation Guide for Floor andRoof Framing, TJ-9001.112" knockoutsat approximately12" on-centerHanger height mustbe a minimum of 60%of joist depthGuidelines for Closest On-Center Spacing per Row360 and 5603"4"4"8"(4)6"6"(6)E3E2PB1WA1Plate nail, 16d (0.135" x 3 12")at 16" on-centerA1WMust have 134" minimumjoist bearing at ends. Attachrim joist per A3 detail.A2A2WPlate nail, 16d (0.135 x 3 12")at 16" on-centerToe nail,10d (0.131 x 3")at 6" on-centerRim-to-joistnailWeb stiffenerrequired on bothsides at A2W ONLYTJI® rim joistPlate nail - 16d (0.135" x 312")at 16" on-center*Floor panel nail -8d (0.131" x 212") at 6" on-center*Toe nail - 10d (0.131" x 3")at 6" on-center*118" TJ® Rim Board,(A3.1/A3.1W only)114" or 1 12" TimberStrand® LSL.When sheathing thickness exceeds 78",trim sheathing tongue at rim boardWeb Stiffeners requiredeach side at A3._WA3A3.2A3.1A3.3A3WWA3.1WA3.2WA3.3Floor panel nail -8d (0.131" x 212") at 6" on-centerToe nail - 10d (0.131"x 3") at 6" on-centerInstall proper blocking tosupport all panel edgesA3.412"min.2x_ stud wall at16" on-centerPlate nail - 16d (0.135" x 312")at 12" on-center114" or 1 12"TimberStrand®LSL rim board.When sheathingthickness exceeds 78",trim sheathing tongueat rim boardA3.4WWeb stiffeners required onboth sides at A3.4W ONLYB2B1B1WB2WB4B4WUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"8" diameter maximum hole for1178" - 16" deep blocking panels;6" diameter maximum forblocking panels 912" deep orshorter than 12" long.Do not cut flanges.E1E1WWeb stiffenersrequired on bothsides at E1W ONLY118" TJ® Rim Board or114" or 112" TimberStrand® LSL.Nail with 10d (0.131" x 3")nails, one each at top andbottom flange.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.Attach reinforcementto joist flange with8d (0.131" x 212") nails at 6"on-center. When reinforcingboth sides, stagger nails.2'-0"maximumFace grainhorizontal4'-0" length of34" reinforcementon one side at E2,both sides at E3118" TJ® Rim Board or 114" or 112"TimberStrand® LSL. Nail with 10d(0.131" x 3") nails, one each attop and bottom flange.2 ' - 0 "ma x im umNot for use with 312" TJI® joist flange widthsAttach reinforcement tojoist web with 3 rows10d (0.148" x 3") nails at 6"on-center, clinched. Use 2rows with 912" and 1178"TJI® joists.8" diameter maximum hole for 1178" -16" deep blocking panels; 6" diametermaximum for blocking panels 912"deep or shorter than 12" long.Do not cut flanges.6'-0" length of TJI® joistreinforcement and fillerblock. Use 4'-0" lengthwith 912" and 1178" TJI®joists.118" TJ® Rim Board 114" or 112"TimberStrand® LSL. Nail with10d (0.131" x 3") nails,oneeach at top and bottom flange.E6Attach reinforcement to joistwith one 8d (0.131" x 212")nail at each cornerLess than 5"E512" length of 34"reinforcement onone side at E5,both sides at E6118" TJ® Rim Board 114" or 112" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails,one each at top and bottom flange.Full depth verticalblocking betweeneach joistHorizontal blockingpanels between eachjoist. Nail to top plate withconnections equivalent tofloor panel schedule.Less than 5"12" length of 34"reinforcement on one sideat E7, both sides at E8E8E7Attach reinforcement to joistwith one 8d (0.131" x 212")nail at each corner118" TJ® Rim Board or 114" or 112" TimberStrand®LSL. Nail with 10d (0.131" x 3") nails, one each attop and bottom flange. Nail to blocking panel withconnections equivalent to floor panel schedule.Hanger Backer Block: Install tightto top flange (tight to bottomflange with face mount hangers).Clinch nails when possible.Backer blockboth sides of webwith single TJI® joistDouble TJI® Joist Filler Block:Attach per the table.Nails shall be driven fromalternating sides. Clinch nailswhen possible.DO NOT cut, notch or drillholes in headers or beamsexcept as indicated inillustrations and tables.DO NOTcut or notch flange.DO NOTcut holes in cantileverreinforcement.112" round holes may becut anywhere in weboutside of hatched zone ifthey are located 3" awayhorizontally(edge-to-edge) from alarger hole.Min. distance from Table ANo field cutholes inhatchedzonesminimum(applies to all holesexcept knockouts)6"6"1L12 x D1DDL 2 x Lminimum226"6"2ALLOWABLE HOLES - TJI® Joists1.3E TimberStrand®LSL allowed hole zoneddMicrollam®LVL andParallam® PSLallowed hole zonemiddle 13 span1.3E TimberStrand®LSL hole zoneMicrollam®LVLand Parallam® PSLhole zone2 x diameter of thelargest hole (minimum)d13 depth1"2"134"Maximum RoundHole SizeHeader or Beam Depth438"714"- 20"512"See illustration for Allowed Hole ZoneOther Trus Joist® Headers and Beams1.55E TimberStrand®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams3 depth2 x diameter of thelargest hole (minimum)8"See illustration for allowed hole zone1114"-11 78"14"-16"914"-912"358"458"3"No holes in headers or beams in plank orientation.Round holes onlyGeneral NotesGeneral NotesNo holes in headers or beams in plank orientation.Allowed hole zone suitable for headers and beams with uniform loads only.Round holes onlyNo holes in cantilevers.Allowed hole zone suitable for headers and beamswith uniform and/or concentrated loadsanywhere along the member.Maximum RoundHole SizeHeader or Beam Depth8"Allowed hole zoneMin. distance from Table BDo not cutholes largerthan 112" incantilever6"Closely grouped roundholes are permitted ifthe group perimetermeets requirements forround or square holes.No field cutholes inhatchedzones1.55 E TimberStrand® LSLOther Trus Joist® BeamsBEARING ATCOLUMN(1) Corrosion-resistant fasteners required for wet-service applications.(2) Allowable load determined in accordance with ASTM D7672.(3) 118" TJ® Rim Board is allowed with joist depths < 16" only.(4) Maximum 12" shimmed air space.EXTERIOR DECK ATTACHMENTStructural exterior sheathingSee fastenertable below. Maintain2" distance (minimum) fromedge of ledger to fastener.LAFlashingTreated 2x_ledger118" TJ® Rim Board or 114"or 112" TimberStrand®LSL.Option #2:2x_ strapping installed at 13joist-span locations using two212" screws per joist, typicalOption #1:TJI® joist blocking with endblocks installed at 13 joist-spanlocations usingtwo 8d (0.113" x 212")nails or212" screws,typicalOption #3:Directly applied ceilingWhen specified on the layout, one ofthe bracing options above is requiredApply subflooradhesive to allcontact surfaces8' max.13 joist span Web stiffener both sides.See table below.2x4Minimum WebStiffener Size58" x 2516"34" x 2516"78" x 2516"560Tight fit* 110 210230 & 360End3WEB STIFFENER ATTACHMENTGap*:18" minimum234" maximumTJI® Joist SeriesType 8d(0.113" x 212")1"(112" for TJI®560, 560D)* With point load from above, and no supportbelow, install web stiffener tight to top flange(gap at bottom flange)AllDepth(in.)560DAllAllAll18"20"22"24"2x4Nailing Requirements 16d(0.135" x 312") 16d(0.135" x 312")3Number NailsIntermediate4566451113(2)(2)(1)(1)(1)Nailing:See table below.(1) PS1 or PS2 sheathing, face grain vertical(2) Construction grade or better(3) Web stiffeners are always required for 22" and 24" TJI® 560D Joists118" TJ® Rim Board or 114" or 1 12" TimberStrand® LSL.Web stiffenerrequired on bothsides at A1W ONLYBlocking panel:118" TJ® Rim Board, 114" or112" TimberStrand® LSL orTJI® joistToe nail,10d (0.131" x 3")at 6" on-centerLoad bearing or braced/shear wallabove (must stack over wall below)Blocking panel: 118" TJ® Rim Board,114" or 112" TimberStrand® LSL orTJI® joist.Web stiffeners requiredon both sides at B1Wand B2W ONLY116"2x4 minimumsquash blocksBlocking panels may be required with braced/shearwalls above or below — see detail B1Blocking panels may be requiredwith braced/shear walls above orbelow — see detail B1Blocking panel:118" TJ® Rim Board,114"or 112" TimberStrand® LSLor TJI® joistEnd of joists atcenterlineof supportLoad bearing or braced/shear wall above(must stack over wall below when present)Web stiffenersrequired on bothsides of both joistends at B4W ONLYNail through 2x_cantilever, wood backer andTJI® joist web with 2 rows 10d (0.148" x 3")nails at 6" on-center, clinched.Use 16d (0.135" x 312") nails with 312" TJI®joist flange widths.(3)(3)TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacityColumnBEARING AT WALL118" TJ® Rim Board or114" or 1 12" TimberStrand®LSL or blocking for lateralsupportStrap per code if topplate is not continuousover column* For additional installation specifications see Rim Board Details and Installation inWeyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001.****Sheathingboundary nails,8d (0.131" x 212")at 4" on-centerNo load bearingwall aboveL6Multiple pieces can be nailed or bolted together toform a header or beam of the required size, up to amaximum width of 7"Load must be applied evenly acrossentire beam width. Otherwise, useconnections for side-loaded beams.When fasteners are required on bothsides, stagger fasteners on the secondside so they fall halfway betweenfasteners on the first side.(1) 10d nails are 0.128" diameter; 12d-16d nails are 0.148" - 0.162" diameter; screws are SDS, SDW, USP WS, or TrussLOK®(2) An additional row of nails is required with depths of 14" or greater.(3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below.PieceWidth# ofPliesFastenerType Min. Length # Rows O.C. Spacing Location10d nails3"312"134"234212d-16d nailsScrews10d nails12d-16d nailsScrews10d nails12d-16d nailsScrewsScrews12" bolts(1)(3)(3)3 14"338" or 312"3"3 14"338" or 312"5"3"3 14"5" or 6"6 34"5" or 6"6 34"8"3223223222212"24"12"24"12"24"24"24"One sideBoth sidesOne sideBoth sidesOne side(per ply)Both sidesOne sideBoth sidesOne side-(2)(2)(2)(2)(2)(2)Fastener Installation RequirementsMultiple-Member Connections for Top-Loaded BeamsCOLUMN DETAILSWhen joists are doubled at non-load bearing parallelpartitions, space joists apart the width of the wall forplumbing or HVAC.Additional joist at plumbing drop (see detail).Subfloor adhesive will improve floor performance, butmay not be required.Squash blocks and blocking panels carry stackedvertical loads (details B1 and B2). Packing out the webof a TJI® joist (with web stiffeners) is not a substitutefor squash blocks or blocking panels.INSTALLATION TIPSPlumbing DropAdditional joist is required iffloor panel edge is unsupportedor if span rating is exceeded.Joist may be shifted up to 3" iffloor panel edge is supportedand span rating is not exceeded.Do not cut joist flanges.4"(3)6"4"(3)4"3"5"4"L2* For additional installation specifications see Rim BoardDetails and Installation in Weyerhaeuser Installation Guidefor Floor and Roof Framing, TJ-9001.10d (0.148"x 3"), 12d (0.148"x 314")Fastener Allowable Load (lbs/bolt)48012" lag bolt118" TJ® Rim BoardRim Board Material1 14" TimberStrand® LSL1 12" TimberStrand® LSL61067569512" Through bolt72572512" Through boltwith Air Space615(2)(3)(4)_typical Nail SizeFillerBackerNailQuantity(2)FillerBacker(0.131" x 3")15360Four 34" x 15"sheathingTwo 34" x 15"sheathing(0.131" x 3 12")(0.131" x 3")50153215560D22"-24"TimberStrand® LSL112"3"6"(5)3"p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-2.2WOODDETAILSTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202209608-25-2023NK p&ComInay,.cnohoCOne Billings Road Quincy, MA 02171617-786-7727fax 617-786-7715ohoCpComInay,.cn&Sheet No.Drawing NameNo. Revision DateLocationProject No:Scale:Date:Drawn By:S-2.3WOOD BRACINGDETAILSTHE HOLIAN RESIDENCE 250 WINDSWEPT WAY PARCEL A, OSTERVILLE, MA 02655202209608-25-2023NK