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HomeMy WebLinkAbout49444-Z �I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ig a � Ora SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49444 Date: 6/30/2023 Permission is hereby granted to: Peconic Landing Southold 1500 Brecknock Rd Green ort, NY 11944 To: Unit 19A- Construct addition and alteration to existing single family dwelling, converting into a duplex, as applied for, with Planning Board and SCHD approvals. At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 1/11/2023 and approved by the Building Inspector. To expire on 12/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $798.40 CO-ALTERATION TO DWELLING $50.00 Tulal: $848.40 Building Inspector trc -. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 * � y Telephone (631) 765-1802 Fax(631) 765-9502 ht s:fl .soutlioldtown.nygov k y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector; JAN Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDINGDEPT. Owners Authorization form(Page 2)shall be completed. WMAIKi nr enl muni n Date- OWNER(S)OF PROPERTY: Name: SCTM#1000- Peconlc Landing at Southold, Inc. 35-01-25 a17 Project Address:1500 Brecknock Road, Greenport, NY 11944 Phone#:631-477-3800 Email: Mailing Address:same as project CONTACT PERSON: Name:Patricia Lutzky Mailing Address:1500 Brecknock Rd. Greenport, NY 11944 Phone#:631-477-3800 ext.228 Email:plutzky@peconiclanding.org DESIGN PROFESSIONAL INFORMATION: Name:The Golden Mean Group LLC Mailing Address:58 Pemberwick Rd.#1 , Greenwich, CT 06831 Phone#:203-440-5783 Email:gmg@golden-mean.com CONTRACTOR INFORMATION: Name:Charel Contracting and Maintenance Co. Inc. c/o Joseph Scocco Mailing Address:1 Brittany Way, Ronkonkoma, NY 11779 Phone#:516-250-0206 Email:joesocco@charelcontracting.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated cost of Project: DOtherconversion into two residential units $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes igNo 1 PROPERTY INFORMATION Existing use of property:' residential unit Intended use of property:2 residential Units Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HID this property? RYes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Authorized Agent El Owner Signature of Applicant:—1:�5011 Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk Robert J. Syron being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe President and CEO of Peconic Landing at Southold Inc. (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 22 '20 day of c—Ix iYY1 bju ,20L Notary Public LISA QUINN NOTARY PUBLIC-STATE OF NEW YOR PROPERTY OWNER AUTHORIVATION No. 01QU622 "r:7 (Where the applicant is not the owner) Civalifl ed In Suffolk County COMMISslon Expires Moy 24, 20 I, residing at do hereby authorize to apply on my behalf to the Town of o old Building Department for approval as described herein. wner's Sign Date Print Owner's Name 2 'OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 4f soy/ P.O.Sox 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 1 Southold NY Telephone:631765-1938 www.s outholdtownny.gov UI 1� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2022 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Extension of Approval —Amended Site Plan for Peconic Landing Duplex Conversions (5) 1500 Brecknock Road, Greenport SCTM#1000-35.-1-25 Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 12, 2022: WHEREAS, this amended site plan is for the proposed conversion of five (5) existing 1- story single family dwellings (units 19, 20, 60, 68, 74) to two family dwellings with no expansion of living area and no basement, 4 parking stalls on a Hamlet Density (HD) and R-80 split zoned parcel totaling 143 acres; and WHEREAS, on February 8, 2021, the Southold Town Planning Board approved the Site Plan entitled "Proposed Duplex Cottage for units#19, 201 60, 68, 74)" prepared by Frank B. Ryan Jr., R.A. dated July 30, 2019; and WHEREAS, on August 8, 2022, the site plan approval expired; and WHEREAS, on August 30, 2022, Charles Cuddy, authorized agent, submitted a request for approval extension to be considered by the Planning Board; and WHEREAS, at a Work Session held on September 12, 2022, the Planning Board reviewed the application and determined that the expired Site Plan was in compliance with current rules and regulations; be it therefore Or,FICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O.Box 1179 54375 State Route 25 ' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY AL Telephone: 631765-1938 qr www.southoldtow3any.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD - (February 9, 2021 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approval—Amended Site Plan for Peconic Landing Duplex Conversions (5) 1500 Brecknock Road, Greenport SCTM#1000-35.-1-25 Dear Mr. Cuddy: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 8, 2021: WHEREAS, this amended site Ian i fare r rima A " of five (5) existing I - story single family dwellings nits 19, 60, 68, 74) to two famil dwellings with no expansion of living area and no basement, par ilg s albs on a amlet Density(HD) and R-80 split zoned parcel totaling 143 acres; and WHEREAS, onbecember 26, 2019, Charles Cuddy, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on January 13, 2020, the Planning Bound accepted the application as complete for review; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5'(c), determined that the proposed action is a Type II Action as it falls within the following description,for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and t ' y lU 'MM3N3a VO V ' . aLva 31041W (�) �►noSdaysIr�l r w �: � � � ILS � r 4 I Inm m x < Z O F+L 99 00) Q-Z # %gUn3VJ'kWnS MVM 80 1�3road sMll�l o3wnrSt3p i s Hs�an �;IVPIOWWt/3WX)3U MN_EM In a: a s Q 1NO V O r CR rz AVN 51 11,7 1; r„ �o L6 & G 4 6" X 10, P1 0 n ' CEJ8 901 1 r a � alt t Lij z ... N r� ..,��. > j it ton zz + ' r 1L , , S — r p�'u5 - tL CL ow � ,, � � U z o Xa o ? p Wo — �- pO w� Z co zZ LLJ O SJ 6 6 Z ? X= 0 W Oa / w OtnJ M 0 _ n ti J �J Hermitan,, e Model ® Unit O acn u D E T7 7 CU '_`W, r-,•,..+ 't r 'i y •'T - •D p Ot DOC -- Sheet List Unit A I a� *�� y - art"' ..N"'`• X!J -� t .�t.i I r 'k Sheet Number Sheet Name i' c -_4 _J A-001.00-A Title Sheet- Unit A i -� �'• , s -- - A-001.02 Site Area Plan--Unit AB J 1A H e rm i to e 11 n t 7TO « ;"` � A-002.01 RESCHECK-Unit AB �J oN�' t " ' •"',! •` y# I1" - A-002.02 Supplmental Notes--Unit AB A-002.03 Supplemental Details--Unit AB When We Build,Let Us Think That We Build Forever... ONnO ,asp ./' j • • , A-002.04 Supplemental Details--Unit AB ti".. t $ , ' • i,• y� , t . �'° �^' "'{ ' ' �' A-002.05 Supplemental Details--Unit AB ` w, `' ' ` ° - j - •,." �, °s *- '� a°`, ,r, �" °�.arc "+ -, gj ,a �a'�• b~ A-1 00.05-A Building Site Plan--Unit A OWNERSHIP AND USE OF DOCUMENTS d x t t +� . ' < ' CopyrigA-101.04-A Foundation Plan--Unit A ht 2022 � ,' � A-1 02.04-A First Floor-Unit A By ray Frank B.Ryan,Jr.AIA �, -_ a, • , ' , i 1'^, `,� Y w` g•r ,," "x "� 4. ; ', , , ; •' .;,,�(,^ A-103.01-A Reflected Ceiling Plan Unit A and ti, - _ e `f;�''' �°������� t • :- a er t4 g 't �' A-1 04.04-A Roof Plan -UnitA The Golden Mea p, Yais'a ,�.+:� •� r , �, - M• w- - - e�p�,r? '• 'k�4mz°" /� �� - ,.*�•-!'^'"'x,r, - ,. y P*• ,s°,«i �•`k ,A� ., . � n Group, ,•�` - a _ ,"�" A-202.01 Building Elevation Unit AB North r '' z' +'• The drawings am° „` �, + °�: ,° .. *ro.; y§,�r. „� `'•,;k A-202.02 Building Elevation-Unit AB South , e. . w ^ k �° and all the ideas,arrangements,designs,and - ✓`'r"• µ•' y $ A-202.03 Building Elevation--Unit AB East plans indicated thereon or represented thereby _ w t - •R r '� �`L ` T-a *' ' +, '`i "` { ' fig"r � "� A-202.04 Buildin Elevation Unit AB West are owned and remain the property of ^�$ - "*fir x *' • * `^ -•' �' w r. _ i 4A _ _ • y'j ., -IRV .' A-301.01-A Building Sections-Unit A Frank B.Ryan,Jr.AIA Architect a• . , . i and no part thereof shall be utilized by any i ♦ y>i- '% cit , „, * ►: • `,wk: "'�` A-400.01-A Bay Kitchen Revision--Unit A person, firm,corporation,Qrentity for any 023 t, t y, Y Y . A-501.01-A Detail Sections--Unit A purpose whatsoever,except with the express 0,°;020 s { * . . . ;' v F -. .. ` '�., ` :� •• "' • ' , A-501.03 Flooring Finish Plan-Unit AB written consent of - , r?rY i - R j Frank B.Ryan,Jr.AIA �. ;«„ „ f• E trx 1 � .. :�~, A-601.01-A Door Schedules&Details-Unit A and - X�.•i• ¢• - .� ,`t_ 'q e+ �a >. a '*a +*"°!" t aA* 5''.''><� + - - _ A-602.01-A Window Schedules&Details Unit A The Golden Mean Grou LLC. 0t3 low P s:' i y❑-f x�r- � "•4• - ' F'� .. a �, • `- A-604.01-A Casework&Specialty Equipment-Unit A 1 s _ c g f ' ', . �* , , �.,a ,- iia ,. P Y „ - �u,o •'� Y a`° tj A-701.08 LVL Details Unit AB 007 -JAC ?;° Uro` ' . a " ,a v CONSULTANT: - _ - - - - Y.. •rt. , < 1 xf. ,. 47 "a q1;- Y,.." '� M 'w - - • _ -._ _ - _ 1 1 -�,,,;�, -�' - ,� � ' „�,, ti,`t,* � a � � �• rs.. ,• �. , b� � �. � � A-801.01 1 HR Demising Partition Unit A6 • _ _ - - i .a • �' .Av / 3.^ + '�' .y *-*: _ - �, - "*s � ,rw ',Xyan+ee•`>,. ,�.," �,�a A-801.02 1-HR Demising Partition--Unit AB vJ:' .+w R • `¢F y y R 6 qq P 4'•",$y'sf. °Me 'V' R• i �Y: w • . t los' A-802.01 Demising Sections Unit AB �p for A-802.02 Demising Sections Unit AB • - - - - 6i „/a. r* r :� 't tj 'uap f,a.^. .''1., t p • -. �� �• E-102.01-A MEP Electrical Layout Unit CONSULTANT: a U to e / • - .. 8 _ � r' s / •� �,' -•4 `� � . '� '.;��,.�* �:,, �,• M-901.01 3D MEP Ductwork- Unit AB ', _ .. � •„t M 901.02 3D MEP Sanita Unit B _. - / � '� p t , „'� � ,+ add.,, ;� a ',t �.�. •� a 4 „;'.b„ • . '7 .Q4 wr °a .pn e' +t°'y ,a4# q«sW ,;q * a .r s �,r' i4 _ »x :•t'< �g K" S-102.03-A First Floor Framin Plan Unit A _ _ - .I� 9 ♦� -�'`� / "8� rt'"� '� a '-gy �« _,��-, r , .~rn�!;' � '�•,. �' N .,•a� st' # 4` ,$,. .w� ,'t''9« ,*` �,,,�.R" �+`j S- 102.04-A First Floor Column Locations-Unit A "Entry ❑ - .a. �. N «. _ b 4 - NOTES: 8 1 - g a ;,..•, a# i , a t �- .` °« "� , R r, jar a S-103.03-A Ceiling Framing Plan Unit A Unit A - �„- `" +q "' '�„ . S-104.01 Roof Framing Plan--Unit AB • r - _ I• _ C1� yam^ T, ` �h"'wb ,7 - •�., d * �"` 1,t a,q , p u+., a nt {' ,/,� `. = 35 Q - - - - - -' ❑ - S - -`"_-------- •_° �n - ' .@ :w.. -.. ....._... a .„ ..,"..�,,,,,f.wa;'�h_r ., .:arr ,4'°''a n".'-sf>. a:.er. �;u.,r �"a^:a" • -.raK.,e.e rs,,,��, ,fi.,,•1„ "=. ;, ..e.�,v ,>r. .p-,�._. •n • - . . . . .. . . . : . , ;. - -. . - -- -. .,- - ' ` , . • , �� Site Plan = Project Location 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... ❑ - The o 0 GOLDEN MEAN f GROUP LLC 0 Architectural Desig Facility Consulting - - Strategic Planning J_i i } __ #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I JI 11 - _ - IIJ 11 ❑ - -- _ (203) 410-5783 voice LEI L 0 ❑ - -__ 1.618033988749894848204586834365638117720309... Area Plan �: �,- - �-w;-- __ ; �=_ .-�_,_ �❑ _`� �=-`-_� _ _❑ _,_ gmg@qo1den-rneon.com 9 - !;:1='fir---�, `-❑%'��'" j -,"'i,�-;- w -, SCALE: 1/8" = 1'-0" JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Building Data Design Parameters Fire Resistance Ratings Building Owner Building Codes Greenport, NY 11944 Parcel ID: State of New York Building Codes. Use Group: Residential--R3 Soil Capacity: 3,000 p.s.f, Component Status Codes Current 2020 Peconic Landing Book/Page: ASHRAE90.1-2016 withamendments DATE: 1 -1UU1 MBLU: 2020 Building Code of New York State SCALE: As Noted Construction Type: Type III-B,Un-Protected Concrete Fc: 3,000/4,000 p.s.i. Exterior Walls Provided 1500 Breaknock Road IBC2018 withamendments 2020 Property Maintenance Code of DRAWN BY: FBR Greenport,NY 11944 Zone: NYS Project Number. 17-257 Occupant Load Single Family/Two Family Reinforcing Steel: A.S.T.M. Grade 60 Fire Walls/Party Walls Provided 2020 ResidentiaCnde of New Vnrk IPMC2018 withamendments Zoning Approval: State Building Permit: Framing Lumber: Douglas Fir;Fb= 1,250 p.s.i.; E= 1.7m p.s.i. Fire Enclosure of Exits Planning and Zoning Information IRC2018 with Accessible and Usable Buildings Provided 9 BID Docs: Facilities 2009 of New York State A117.1,2009 without amendments Construction Docs: Shafts Provided 2020 Existing Building Code of NYS As-Built: Building Code Limitations Limit Complies IEBC 2018 withamendments p Standard for the Installation of Sprinkler Mixed Use Separations Provided Systems 2016 of New York State Lot Area(Min.) YES 2020 Fire Code of NYS NFPA 13,2016 without amendments � PR�H�rF Status IFC 2018 with amendments 10 Interior Load Bearing Partitions Provided Lot Frontage(Min) National . YES �Q- Q`tptt ✓R Stories Above Grade Complies 2020 Plumbing Code of NYS York State 0, Structural Members Supporting Walls Provid.;d �, Area Per Floor 73 IPC 2018 withamendments NFPA 70,2017 without amendments �i 1t Complies Front Yard(Min.) YES � Floor Construction Provided C9 Water Closet Complies 2IMC Mechanical Code eNYS National New Alarm and Signaling Code !''� �1_ Side Yards (Min.) YES IMC 2078 withamendments 2016 of New Vork State w Roof Construction Provided NFPA72,2016 wthoutamendments Lavatory Complies Ground Snow Load: 30 p.s.f, Wind Speed: 110 m.p.h. Rear Yard(Min.) YES 2020 Fuel Gas Code of NYS 5ti Safety Code for Elevators and IFGC 2018 with amendments Escalators 2016 of New York State True North ff�'' Complies Exposure Factor: 0.7 Exposure Factor: B Lot Shape(Min.) YES ASMEA771,2016 whhoutamendmen[s Tub/Shower Com E �7o A p p p Sheet No.: �. 2020 Energy Conservation Code of NYS Kitchen Sink/Washer Hook-Up CompImortance Factor: 1.0 Importance Factor: 1.08 Building Height(Max.) YES IECC2018 withdts Building Code Requirements for Y Y t"pp amenmenStructural Concrete of New York State DRAWING TITLE: Parking Complies Seismic Coefficient M=.0 Aa=.15 Building Category: I Building FAR(Max.) YES Part 183of theNVStretch Energy Code AC13182014 withamendments Project North Title Sheet -- Unit A 2020 IECC 2018 with amendments Hermitage - - � o � _ CD M CD � 0 N! s6na I N o -C) _ c ' ------------------------------------------- -_____- 0 __-__� • I c J -__- -__-__-_____-__-_____-_____ ____ _-__-__-__ _____-_____-__-__-__-___ -_ I ~ � I I I When We Build,Let Us Think That We Build Forever.. I I I OWNERSHIP AND USE OF DOCUMENTS i ® Copyright 2022 I By Frank B.Ryan,Jr.AIA and I i The Golden Mean Group,LLC I The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby ________ — II areowned and remain the property f — — — — —---- Frank B.Ryan,Jr.AIA Architect —-—--—--—--— — — I ------------------ —"--- -- ---------------------- - — — — — — — — personPfirtm,corpor ton,orelntityforany purpose whatsoever,except with the express written consent of ` = Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. 1 CONSULTANT: .Unit A Entrance / \ CONSULTANT: „IFF, - ❑ NOTES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - � - - - - - - - - - - - - - - � - � - - - I� Unit B Entrance \����� / 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... � I o The I GOLDEN MEAN I GROUPLLc Architectural Desig Facility Consulting Strategic Planning , I I , , ` - #1 Mercia Lane, 2nd Floor M ---- -- --- ------- - - ----------------------------- - Greenwich, CT 06830 ----------------------- (205) 410-5783 voice , 1.618033988749894848204586834365638117720309... I � � IgmgC)golden—meor cnm 1 ' ` , 1 + JOB NAME: , , Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road _ - - - - Greenport, NY 11944 DATE: l i-loin SCALE: As Noted DRAWN BY: FBR Togoi Project Number: 17-257 i Zoning Approval: +' Building Permit: BID Docs: , Construction Docs; As-Built: t , , f ARC RYgt,✓ N �. J ' True North , _ Sheet No.: 0 DRAWING TITLE: Level 1 Project North Site Area Plan SCALE. 1 = 10'-0" U Hermitage Unit J o co =3 • ,'• ' N Generated by REScheck-Web Software u,". �Compliance CertificateArea 721 s.f. N 3 = Project Peconic Landing Unit #019 A and B ca caJ Energy Code: 2018 IECC N Location: Greenport, New York Construction Type: Single-family Project Type: Alteration .. Orientation: Bldg. faces 0 deg. from North i'r,, `. a When We Build,tet Us Think That WeBuild Forever.. Zone:e: 4 (5572 HDD) = Rentable Area Legend Permit Date: Permit Number: „ rplad P AND USE OF DOCUMENTS 711 HI C I -- gyp. © Copydght 2022 Construction Site: Owner/Agent: Designer/Contractor: i g I y Net Area 1500 Breaknock Road Allison Latham Frank Ryan Frank B.Ryan,Jr.AIA Greenport, NY 11944 Peco1500ic Landing The Golden BreaknockRoad 1 Mercia Lane,Mean nd loo LLC and -- I+ 9 _. I ° T Golden Mean Group,LLC it A Greenport, NY 11944 Greenwich,CT 068301777 _ T rj The drawings the Net Area all the ideas,de ' ;�� ,i I I I —I eaeang�i� �.� �,��. l�!' rt-��.'�� mrtl'"1 •��-'�"' - I I I III I ed—Unit BI II i IIIII I I 1 I 11 I IIIIIII1 111 all k B.Ryan,Jr.AIAArchitect rt thereof shall be utilized by any rm,corporation,or entity for any atsoever,except with the express East ResCheck : : • = SCALE: 1/8" = 1'-0° written consent of Frank B.Ryan,Jr.AIA w and ,_ _ -, , •_• _ _ - The Golden Mean Group,LLC. Area = 957 s.f. CONSULTANT: .. .. ,• --- — __ - — '- / ,�.,,�a ter,,.:. ailr. �.i, a.,,�a b-i, c.4. .�a.r_ • - . . _ - - I - - - - -��,� � �a � ._� CONSULTANT: • I - _ -,+_�,� I i. _,'rte, '>_` T ,i< - ., , � - - n • - - _ _ _ _ — -_ _ - __I_ � - .. • ..-1n�.�i �b.=��t „� .'lf,.,t-aw.._:YI. �:I.r.'rn: i,.<._-,-, - .�.-.a.,�r kT: •... : :. - — NOTES. r -- I - • RESCHECK Lighting Fixtures J: � I� �-_ =�i _ _ i _ tj Type .. . . . _ _ Family an d l Ceiling Light Flat Round 60W 277V 1680 W e i CeilingLight - Flat Round: 60W- 277V: 28 1680 W - - g — , I i IIII—III IIIc I , I j—III— i I I — _ _— Pendant Light - Hemisphere: 150W - 120V 600 W I _ =1 1 = — — — — — — Pendant Light - Hemisphere: 15OW - 120V: — — 0, 1,1,2,3,5,s,13,21,3a,55,ss,,44,233,3n,s1o,s8z.. _ ( 4 600 W The GOLDEN MEAN I RESCHECK -- Window.. �c�lrl,l! ni I'I a GROUPLLC II Iiil it -- ' -- I Daylight North ResCheck I. 'i Level Area SCALE: 1/8" = 1'-0" • i !� III I; I Ili (i � �I I !'. , � I'' II =-___=- =- _- — --- •- ©. . _ -_-_ Level 1 201 SF ArchtecturalDesig ___ ---__--=__- -_- ----- _---------___ - 201 SF Facility Consulting ------------ - .- , ,- : - ----__----- — _---- --_---- --- -- ---- � Strategic Planning Area = 1015 s.f. di } _ 0 . *ws I � - -- - _- ---= -_ Hermitage 11 � N O co L GENERAL NOTES CONCRETE NOTES WOOD NOTES ADHESIVE ANCHOR NOTES U ° 1. BUILDING CLASSIFICATION TYPE: 5b,CONSTRUCTION IN WHICH THE WALLS,PARTITIONS,FLOORS,AND ROOF ARE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE 1. ALL WOOD MEMBERS SHALL CONSIST OF SPRUCE PINE FIR (SOUTH) GRADE NO.2-(KILN DRIED) OR 1. ALL EPDXY TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL CONSIST OF THE FOLLOWING UNLESS CD w Nom` WHOLLY OR PARTLY OF WOOD OR OTHER COMBUSTIBLE MATERIAL. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:ACI 318-14&THE NEW YORK STATE BUILDING EQUIVALENT STRENGTH MATERIAL,IN ACCORDANCE WITH THE CURRENT NDS LUMBER SPECIFICATIONS; NOTED OTHERWISE: cD CODE w\EMPHASIS ON CH. 19-CONCRETE. ALLOWABLE GRADING AGENCIES CONSIST OF NELMA,NSI_B,WCLIB, &WWPA AND MUST BE CLEARLY 2. OCCUPANCY CLASSIFICATION OF BUILDING R-RESIDENTIAL. IDENTIFIED ON THE MEMBER GRADE STAMP; 17%MOISTURE CONTENT MAX.;UNLESS OTHERWISE NOTED. BASE MATERIAL EPDXY TYPE O Em 2. CONCRETE SHALL CONSIST OF THE FOLLOWING: CONCRETE HILTI HIT HY 200 3. BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING STRUCTURAL DESIGN LOADS: 2. ALL PRESSURE TREATED LUMBER PLACED IN CONTACT WITH SOIL SHALL BE 0.60 ACQ.ALL OTHER PRESSURE GROUTED CMU HILTI HIT HY 70 O - READY MDC CONCRETE (ASTM C94) TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T.LUMBER TO BE 19%MAX. UNGROUTED CMU HILTI HIT HY 70 -9 GROUND SNOW LOAD: 40.0 PSF (MESH SLEEVE REQUIRED) CD 28.0 PSF (SLOPE ROOF LOAD) 28 DAY COMPRESSIVE STRENGTH-ASTM C 39/C 39M(UNLESS NOTED) 3. ALL LAMINATED VENEER LUMBER (LVL)SHALL BE LOUISIANA PACIFIC (2950 FIISOUTHERN PINE) OR AN STONE/BRICK HILTI HIT HY 70 C_-_ 41.5 PSF (DRIFTSNOW LOAD) FOOTING 3,500 PSI APPROVED EQUAL. (MESH SLEEVE REQUIRED) 43.7 PSF (UNBALANCED LOAD) WALL/PIER 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 INTERIOR SLAB 3,000 PSI 0.0%AIR CONTENT 4. ALL DIMENSIONAL LUMBER SH/,LL BE KILN DRIED TO MAX.MOISTURE CONTENT OF 17%. 2. ALL THREADED ROD TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL CONSIST OF HILTI HAS-E WIND LOAD: 115 MPH,EXP,B,Iw= 1.0 EXTERIOR SLAB 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 THREADED ROD UNLESS NOTED OTHERWISE. IF DRAWING SET DESIGNATES REBAR TO BE USED WITH When WeBuitd,Let UsThink That WeBuildForever- SIMPLIFIED METHOD,WOOD SHEARWALLS 5. ALL WOOD MEMBERS TO BE REJECTED FOR EXCESSIVE AND/OR STRUCTURALLY UNSOUND KNOTS, OR OTHER ADLIESIVE ANCHORAGE,REBAR SHALL CONFORM TO ASTM A615. - MAX AGGREGATE CONTENT SIZE OF 3/4 INCH(ASTM C33) FLAWS-INCLUDING BUT NOT LIMITED TO BARK, PITCHING, CHECKING,TWISTING,AND YARD DAMAGE. SEISMIC DESIGN CATEGORY: B,SOIL CONDITION=D,le= 1.0 - MAX SLUMP OF S'+OR-AN INCH(ASTM C143) 3. ALL ADHESIVE ANCHORS SHALL BE SUPPLIED AS A COMPLETE SYSTEM INCLUDING A NEW ADHESIVE WOOD SHEARWALLS - FIBERMESH OR APPROVED EQUAL: 1.5 LBS/CUBIC YARD (WHEN INDICATED) 6. ALL CARPENTRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL CARTRIDGE, CLEAN MIXING NOZZLE, EXTENSION TUBE, DISPENSING GUN, AND ALL EQUIPMENT - PORTLAND CEMENT:ASTM-C 150,TYPE 1 DESIGN STANDARDS FOR WOCD CONSTRUCTION AND THE NEW YORK STATE BUILDING CODE. REQUIRED TO INSTALL THE ADHESIVE ANCHOR IN A PROPERLY CLEANED HOLE INCLUDING, BUT NOT OWNERSHIP AND USE OF DOCUMENTS LIVE LOAD: 40 PSF(LIVING SPACE) - CLEAN POTABLE DRINKING WATER LIMITED TO,DRILLS,SETTING TOOLS, CLEAN OUT BRUSHES, BLOW OUT BULBS, OIL FREE COMPRESSED AIR, © Copyright 2022 - AIR CONTENT TO BE 67o+/- 1.57o (INTERIOR SLABS TO HAVE 07o AIR) 7. PROVIDE DOUBLE JOISTS BENEATH ALL PARTITIONS THAT RUN PARALLEL TO JOISTS AND SPAN MORE THAN 113 ETC, By 4. CLIMATIC DESIGN CRITERIA: - FLY ASH ASTM C-618(FOR INT.SLAB ONLY WHEN INDICATED) THE JOISTS SPAN. Frank B.Ryan,Jr.AIA 4. NUTS, WASHERS, AND OTHER HARDWARE USED IN CONJUNCTION WITH THE ADHESIVE ANCHOR and WEATHERING: SEVERE(ALL NYS) 3. REINFORCING STEEL SHALL CONSIST OF THE FOLLOWING: 8. BLOCKING TO BE PLACED AT ALL BEARING POINTS OF JOISTS. BLOCKING SIZE TO BE EQUIVALENT TO JOIST ASSEMBLY SHALL MATCH THE MATERIAL TYPE OF THE THREADED ROD. The Golden Mean Group,LLC FROST LINE DEPTH: 48"MIN. - REINFORCING BARS:ASTM-A 615 GRADE 60 KSI SIZE UNLESS OTHERWISE SPECIFIED. TER METE MODERATE TO HEAVY - WELDED WIRE FABRIC:ASTM-A 185 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, AND A TEMPERATURE OF The drawings DECAY SLIGHT TO MODERATE 9. ALL MULTIPLE PLY LVL MEMBERS TO BE CONNECTED IN ACCORDANCE WITH MANUFACTURER AT LEAST 50 DEGREES AT TIME OF ADHESIVE ANCHOR INSTALLATION. and all the ideas,arrangements,designs,and WINTER DESIGN TEMPERATURE: 1°F 4. PROVIDE CONTINUOUS REINFORCING WHEREVER POSSIBLE, PLACE ONLY AS SHOWN OR APPROVED, RECOMMENDATIONS. plans indicated thereon or represented thereby ICE SHIELD UNDERLAYMENT REQUIRED: YES STAGGER SPLICES WHERE POSSIBLE. 6. ADHESIVES SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE SERVICE TEMPERATURE are owned and remain the property of FLOOD HAZARD: NO 10. ALL METAL CONNECTORS FOR WOOD (SIMPSON STRONG TIE/UPS OR EQUAL)SHALL BE INSTALLED IN RANGES RECOMMENDED BY THE MANUFACTURER. Frank B.Ryan,Jr.AIA Architect 5. ALL REINFORCING STEEL AND EMBEDMENT TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ALL CONNECTORS IN CONTACT WITH and no part thereof shall be utilized by any 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT NEW YORK STATE EDITION OF THE PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. PRESSURE TREATED LUMBER SHALL HAVE G 185 HDG COATING PER ASTM A-65 3,SIMPSON"IMAX"OR EQUAL. 7. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY BY QUALIFIED, TRAINED CONTRACTORS IN person, firm,corporation,or entity for any INTERNATIONAL RESIDENTIAL BUILDING CODE. ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. purpose whatsoever,except with the express 6. DETAIL ACCORDING TO ACI STANDARD 315, MANUAL OF STANDARD PRACTICE FOR DETAILING 11. NAILS,SPIKES AND STAPLES, FOS ROUGH CARPENTRY,TO BE DOUBLE HOT DIPPED GALVANIZED written consent of 6. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON THE FULL INTERACTION OF ALL OF ITS COMPONENT REINFORCING CONCRETE STRUCTURES. CONFORMING TO ASTM A-153 SPIRAL SHANK:SIZE AND TYPE TO SUIT APPLICATION AND MEET ASTM F 1667 8. ADHESIVE ANCHORS SHALL NOT BE USED IN OVERHEAD / VERTICALLY INCLINED APPLICATIONS OR Frank B.Ryan,Jr.AIA PARTS,WITH NO PROVISIONS MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE IT IS SPECIFICATIONS-MAZE NAILS DR EQUAL. UNDER SUSTAINED TENSION LOADING WEE HOUT SPECIAL PERMISSION FROM THE ENGINEER. and THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. 7. CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL SATISFACTORY CONCRETE STRENGTH HAS BEEN The Golden Mean Group,LLC. OBTAINED. 12. ALL LAG BOLTS TO BE HOT DIPFED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS 9. HOLES SHALL BE DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL. HOLES SHALL BE 7. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITION PRIOR TO PERFORMING WORK. ALL DISCREPANCIES OTHERWISE SPECIFIED AND TO MEET ANSI/ASME STANDARD B18.2.1-1981 SPECIFICATIONS. THOROUGHLY CLEANED (BLOW-BRUSH-BLOW METHODOLOGY) IN ACCORDANCE WITH THE OBSERVED SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL. 8. NO ADMIXTURES MAY BE USED UNLESS PRIOR APPROVAL BY THE OWNER/ENGINEER. MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO ADHESIVE INJECTION. HOLES SHALL BE CONSULTANT: 13. ALL THROUGH BOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS PROTECTED AFTER CLEANING TO PREVENT CONTAMINATION PRIOR TO INJECTION AND RE-CLEANED IF CONSTRUCTION NOTES 9. COLD WEATHER REQUIREMENT SHALL BE USED DURING FREEZING OR NEAR FREEZING WEATHER-ACI OTHERWISE SPECIFIED AND TO MEET ASTM A307 SPECIFICATIONS. NECESSARY. 306.1-90.COLD WEATHER 15 DEFINED AS 3 DAYS WITH AVG.TEMP.BELOW 40F. 14. ALL LAG BOLTS WITH DIAMETER GREATER THAN 3/8"TO HAVE PRE-DRILLED LEAD HOLES PRIOR TO 10. UNLESS OTHERWISE INDICATED BY THE MANUFACTURER, ADHESIVE SHALL BE DISPENSED THROUGH A 1. ALL CONSTRUCTION IS DIMENSIONED TO FINISH FACE OF STUD WALL UNLESS OTHERWISE NOTED. ALL EXPOSED 10. DURING HOT WEATHER CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH ACI 305. INSTALLATION. LEAD HOLE DIAMETER SHALL BE 40%-707o OF LAG BOLT DIAMETER.LEAD HOLE LENGTH SHALL TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND WITHDRAWN CONCRETE IS DIMENSIONED TO FACE Of CONCRETE UNLESS NOTED. BE NO LESS THAN THE LENGTH OF THE THREADED PORTION OF THE LAG BOLT. AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATION OF THE ANCHOR ROD TO THE CONSULTANT: 2. PLUS OR MINUS (±) NOTATIONS ARE USES IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEENSPECIFIED DEPTH. 15. ALL THROUGH BOLT HOLES TO 3E DRILLED 1/16"LARGER THAN BOLT DIAMETER. DRAWINGS AND FIELD CONDITIONS.THECONTRACTOR SHALL VERIFY ALL(±) DIMENSIONS DURING LAYOUT AND 11. ANCHOR ROD SHALL BE CLEAN AND FREE OF OIL, RUST, PAINT OR OTHER COATINGS PRIOR TO INFORM THE ARCHITECT OF ANY DISCREPANCIES OR NECESSARY MODIFICATIONS BEFORE PROCEEDING WITH CONCRETE SLAB NOTES 16. ALL HEADERS AND BEAMS TO BE SUPPORTED BY DOUBLE JACK STUDS, (2) 2x6, UNLESS NOTED. INSTALLATION. ANCHORS SHALL BE SECURELY FIXED IN PLACE TO PREVENT DISPLACEMENT WHILE THE CONSTRUCTION. ADHESIVE CURES. 3. ALL MATERIALS,SUPPLIES AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND 1. ALL CONCRETE SLABS TO BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1 R-96,"GUIDE FOR CONCRETE FLOOR 17. ALL WOOD&ENGINEERED WOOD PRODUCTS SHALL BE PLACED ABOVE GRADE AND COVERED WITH TARPS, NOTES: AS PER LOCAL CODES AND REQUIREMENTS. AND SLAB CONSTRUCTION",AND ACI 318-14. OR EQUIVALENT MEANS,TO PREVENT DETERIORATION BY SUNLIGHT,WATER,AND WIND ONCE AT THE SITE. ALL DETERIORATED MEMBERS CAN BE REJECTED BASED ON THE DECISION OF THE ENGINEER. STEEL NOTES 4. CONTRACTOR SHALL INSPECT THE PROJECT AND ITS EXISTING CONDITIONS PRIOR TO START OF WORK.THE 2. SUBBASE SHALL CONSIST OF COMPACTED GRAVEL,NYSDOT ITEM#304.02 OR 304.03 COMPACTED TO 957. CONTRACTOR SHALL MAKE THE ARCHITECT AWARE OF ANY DISCREPANCIES OR PROBLEMS THAT CONFLICT WITH OPTIMUM MODIFIED PROCTOR DRY DENSITY. THICKNESS SHALL CORRESPOND TO THAT INDICATED ON PLANS+/-1". 18. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD PRODUCT THE INTENT OF THESE DRAWINGS AND/OR SPECIFICATIONS. FINISH GRADE SHALL BE SMOOTH WITH NO PROTRUSION OR TIRE MARKS. ASSOCIATION STANDARDS. ALL EXTERIOR SHEATHING SHALL MEET APA EXPOSURE 1 CLASSIFICATIONS. 1. ALL STRUCTURAL STEEL TO BE DETAILED,FABRICATED,AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3. ALL INTERIOR SLABS SHALL HAVE A VAPOR BARRIER PLACED BELOW CONSISTING OF 8 MIL POLYETHYLENE WITH 7-0" 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\PRESCRIPTIVE NYS BUILDING CODE REQUIREMENT, OVERLAP,UNLESS NOTED. CH.23-WOOD, PART 2304.9-GENERAL CONSTRUCTION REQUIREMENTS FOR CONNECTIONS AND 2. ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM STANDARDS&MATERIAL PROPERTIES: 6. THE CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS FOR FIELDWORK. 4. ALL INTERIOR SLABS SHALL HAVE STEEL TROWEL FINISH,UNLESS NOTED OTHERWISE. ALL EXTERIOR SLABS TO HAVE FASTENERS,TABLE 2304.91. STAPLES SHALL NOT BE PERMITTED UNLESS NOTES ON PLANS. • W&WE SHAPES: ASTM A992(50 KSI) BROOM FINISH,UNLESS NOTED. • HSS SHAPES: ASTM A500(46 KSI) 7. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION.THE CONTRACTOR SHALL BE • C&MC SHAPES: ASTM A36 (36 KSI) 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610=987.. RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS. 5. CURING PROCEDURE SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE. CONTRACTOR SHALL VERIFY • L SHAPES: ASTM A36 (36 KSI) THAT CURING PROCEDURE UTILIZED IS COMPATIBLE WITH FLOOR COVERING SHOWN ON ARCHITECTURAL PLANS. MASONRY NOTES • PIPE: ASTM A53,TYPE E OR S, GRADE B (35 KSI) 8. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH CODES, RULES, REGULATIONS, 1. ALL MASONRY WORK SHALL BE FERFORMED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS • PLATE STOCK: ASTM A36 (36 KSI) The ORDINANCES,THE BUILDING CODE AND THE ENERGY CONSERVATION CONSTRUCTION CODES OF NEW YORK FOR MASONRY STRUCTURES(AC 530/ASCE 5/TMS 402)-LATEST EDITION. STATE,THE AMERICANS WITH DISABILfTIESACT,ANSI,OSHA AND THE NEW YORK STATE LABOR DEPARTMENT, 6. SLABS SHALL BE CURED USING PRE-APPROVED WET CURE METHOD FOR A MINIMUM OF 7 DAYS. OR,IF COMPATIBLE GOLDEN DEAN WHETHER NOT INFORMATION AND/DR WORK SPECIFICALLY SHOWN RK THESE DRAWINGS. WITH PROPOSED FINISH,LIQUID MEMBRANE CURING COMPOUND, KURSEAL 830(1 COATS) OR EQUAL,APPLIED IN 2. ALL HOLLOW LOAD BEARING CONCRETE MASONRY UNITS(CMU)SHALL BE IN ACCORDANCE WITH 5. ALL STRUCTURAL STEEL TO HAVE ONE COAT OF STANDARD SHOP PRIMER. TOUCH UP ALL STRUCTURAL STEEL ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ASTM-C90, GRADE N,TYPE I, NORMAL WEIGHT,WITH A NET AREA MINIMUM COMPRESSIVE STRENGTH OF 1,900 AFTER ERECTION w/SAME PRIMER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO PSI (AVERAGE OF THREE UNITS) AND 1,700 PSI (INDIVIDUAL UNIT). GROUDP LLC 7. CONSTRUCTION JOINTS SHALL BE SAWN WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. JOINTS SHALL BE 6. CONTRACTOR/FABRICATOR SHALL NOT DRILL HOLES,CUT NOTCHES,COPE FLANGES, OR OTHERWISE THE OWNER FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. INSTALLED WITH THE USE OF CIRCULAR WETSAW AND BE PLACED IN ACCORDANCE WITH THE PATTERN INDICATED 3. ALL SOLID LOAD BEARING CMU SHALL BE IN ACCORDANCE WITH ASTMC-145, GRADE N,TYPE 1, NORMAL MODIFY STEEL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWING SET OR APPROVED BY THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN WORK SITE AT ALL TIMES. THIS INCLUDES ON THE DRAWINGS,TO A MINIMUM DEPTH OF 113 SLAB THICKNESS. WEIGHT,WITH A GROSS AREA MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI (AVERAGE OF THREE UNITS). ENGINEER. THE REMOVAL OF ALL TRASH AND CONSTRUCTION DEBRIS. 4. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM-C270 TYPE"S", OR OTHERWISE NOTES,PROPORTION 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND PREPARATIONS REQUIRED FOR 8. SEALER SHALL BE APPLIED TO SLAB IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS WHEN NOTED ON SPECIFICATION. 11. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN DRAWINGS. INSTALLATION. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL CURRENT OSHA STANDARDS. 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM-C476 FINE OR COARSE,AS NOTED. Architectural Desi THEIR RESPECTIVE TRADES. g 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 117. FLOOR 8. ALL CONNECTION COMPONENTS(FASTENERS,PLATE STOCK,WASHERS,ETC.) USED IN GALVANIZED FRAMING Facilityg FLATNESS F-NUMBER AND LEVELNESS F-NUMBER SHALL BE 25 AND 20,RESPECTIVELY, UNLESS NOTED. 6. AR ADMIXTURES ARCHITECT. CA SHALL BE ADDED IS GROUT OR MORTAR WITHOUT PRIOR PERMISSION FOR THE ENGINEER/ CONNECTIONS TO BE HOT DIP GALVANIZED. ALL CONNECTION COMPONENTS USED IN STAINLESS STEEL Consulting 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING HIS OWN WORKMANSHIP TO THE EXTENT THAT ARCHITECT. CALCIUM CHLORIDE IS STRICTLY PROHIBITED. FRAMING CONNECTIONS TO BE STAINLESS STEEL. Strategic Planning SATISFIES THE OWNER. 10. SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS SHALL 7. HORIZONTAL WIRE REINFORCING SHALL BE TRUSS DESIGN DUR-O-WAL OR EQUAL,AND IN ACCORDANCE 13. BRACE BUILDING DURING CONSTRUCTION AND UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT. WITH GAGE AND SIZE SPECIFIED ON DRAWINGS. 9. ALL BOLT HOLES TO BE DRILLED 1/16"LARGER THAN THE BOLT DIAMETER. INSTALLED. 8. REINFORCING BAR (RE-BAR)SHALL BE IN ACCORDANCE WITH ASTM-A615,GRADE 60,WITH MINIMUM YIELD 10. ALL BOLTS TO BE HIGH STRENGTH BOLTS A325X-3/4"DIAMETER w/WASHERS,UNLESS NOTED OTHERWISE. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP CONSTRUCTION DUST FROM PENETRATING INTO THE WOOD SHEATHING & SUB FLOOR NOTES STRENGTH OF 60 K.S.I. 1 1. ALL EXTERIOR BOLTS SHALL BE HOT DIP GALVANIZED,UNLESS NOTED OTHERWISE. REMAINDER OF THE EXISTING RESIDENCE.THE INTERIOR AND EXTERIOR(IF REQUIRED) OF THE SITE SHALL BE SWEPT 9. ALL MORTAR JOINTS SHALL BE CONCAVE FOR EXPOSED SURFACES,UNLESS OTHERWISE NOTED. CLEAN AT THE END OF EACH WORKING DAY.THERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD. 1. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD 10. ALL LOAD BEARING WALLS SHALL HAVE FULL BEDDING MORTAR UNLESS OTHERWISE NOTED. 12. ALL WELDS SHALL CONSIST OF E7OXX(70 KSI) ELECTRODE AND MEET AISC MIN AND MAX SIZE CRITERIA. THE CONDITION OF THE SITE SHALL BE MAINTAINED IN AN ORDERLY MANNER. PRODUCT ASSOCIATION STANDARDS. ALL EXTERIOR SHEATHING&SUB FLOORING SHALL MEET APA EXPOSURE I CLASSIFICATIONS. 11. MORTAR SHALL NOT BE USED IN PLACE OF GROUT WITHOUT PRIOR PERMISSION BY THE ENGINEER. 13. ALL WELDING SHALL CONFORM TO CURRENT AWS STANDARDS AND BE PERFORMED BY AN AWS CERTIFIED #1 Mercia Lane, 2nd Floor 15. THE AREA OF WORK SHALL BE SECURELY ENCLOSED AND LOCKED BY THE LAST CONTRACTOR TO LEAVE THE WELDER. JOBSITE AT THE END OF EACH WORKDAY. 2. ALL ROOF SHEATHING SHALL CONSIST OF THE FOLLOWING, UNLESS NOTED: 12. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND PATTERN UNLESS OTHERWISE SPECIFIED. Greenwich, CT 06830 • 5/8"CDX PLYWOOD 13. GROUT SHALL BE PLACED WITH A MAXIMUM POUR HEIGHT OF 8'-t7'IF LOOKOUTS ARE PRESENT OR A 14. WHERE FILLET WELD SIZES ARE NOTED AS"AISC MIN"ON DRAWINGS, FABRICATOR TO PROVIDE MINIMUMSIZE • ATTACHED w/ IOd RING SHANK NAILS 6"O.C.EDGE, 17'O.C.FIELD,TYP. MAXIMUM OF 644 WEE HOUT LOOKOUTS. WELD BASED ON MATERIAL THICKNESS AND FOLLOWING CHART. ACTUAL WELD SIZES TO BE SHOWN ON MECHANICAL NOTES .SHOP DRAWINGS 3. ALL FLOOR SUB FLOORING SHALL CONSIST OF THE FOLLOWING,UNLESS NOTED: (203) 410-5783 voice 1. ALL HVAC WORK,EQUIPMENT,ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • 3/4"BC PLYWOOD AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THE • TONGUE&GROOVE PRE-ENGINEERED WOOD TRUSS NOTES CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT • ATTACHED w/ l Od RING SHANK NAILS, 6"O.C.EDGE, 17 O.C.FIELD,TYP. MATERIAL THICKNESS OF MINIMUM SIZE OF MAXIMUM SIZE OF 1.618033988749894948204586834365638117720309... INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS. • GLUED CONTINUOUSLY w/DAP BEAT THE NAILS OR EQUAL 1. ALL WOOD ROOF TRUSSES SHALL 9E DESIGNED AND FABRICATED TO COMPLY WITH THE NATIONAL DESIGN THINNER PART JOINED (IN) FILLET WELD (IN) FILLET WELD (IN) SPECIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENERS,LATEST EDITION,TIMBER CONSTRUCTION TO 1/4 INCLUSIVE 1/8 1/4 4. ALL WALL SHEATHING SHALL CONSIST OF THE FOLLOWING, UNLESS NOTED: STANDARDS(A.I.T.C.)AND THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. PLUMBING NOTES a 117'CDX PLYWOOD OVER 1/4 TO 1/2 3/16 9M9-golden-mean.Com • ATTACHED w/ 10d RING SHANK NAILS, 6"O.C.EDGE, 12'O.C.FIELD,TYP. 2. ALL TRUSS DESIGNS SHALL BEAR THE NAME AND SEAL OF A LICENSED PROFESSIONAL ENGINEER REGISTERED OVER 1/2 TO 3/4 1/4 THICKNESS OF l. ALL PLUMBING WORK, EQUIPMENT, ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • NAILING PATTERNS TYP., UNLESS NOTED AT SHEARWALL IN THE STATE OF THE PROJECT. TRUSSES TO BE UNIVERSAL FOREST PRODUCTS OR EQUAL. OVER 3/4 5/16 MATERIAL-11/116" AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE, COUNTY AND TOWN AUTHORITIES.THE JOB NAME: CONTRACTOR SHALL PERFORM ALL WOP.K IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT 5. ACCEPTABLE SUBSTITUTIONS INCLUDE: 3. THE TRUSS SUPPLIER SHALL SUBMITCOPIES OF THE TRUSS DESIGN CALCULATIONS AND SHOP DRAWINGS TO INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED AS • ROOF SHEATHING:5/8"ADVANTECH OSB OR ZIP SYSTEM ROOF SHEATHING THE PROJECT ENGINEER FOR DESIGN COMPLIANCE. REQUIRED DURING CONSTRUCTION AND APPROVED AT THE END OF THE PROJECT BY THE TOWN PLUMBING • FLOOR SUB FLOORING:7/8"ADVANTECH OSB TONGUE&GROOVE FLOORING Peconic Landing INSPECTOR. • WALL SHEATHING: 1/7ADVANTECH OSB OR ZIP SYSTEM WALL SHEATHING 4. ALL LUMBER SHALL CONFORM TOTHE SPECIES AND RECOGNIZED NOMINAL SIZES SHOWN ON THE TRUSS ELECTRICAL NOTES 6. HANDLING AND STORAGE IN ACCORDANCE w/APA-THE ENGINEERED WOOD ASSOCIATION ENGINEERING DRAWINGS. LIST OF ABBREVIATIONS Hermitage 11 B--Unit#020 5. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A466-72 GRADE A GALVANIZED 1500 Breaknock Road STEEL OF NO LESS THAN 20 GAGETHICKNESS WITH A MINIMUM YIELD OF 33,000 PSI AND AN ULTIMATE TENSILE COL -COLUMN MIN -MINIMUM 1. ALL ELECTRICAL WORK,EQUIPMENT,ETC,SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES, STRENGTH OF 45,000 PSI. CONN -CONNECTION OC -ON CENTER Green ort, NY 11944 REGULATION AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THECONT -CONTINUOUS OCEW -ON CENTER EACH WAY CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT FOUNDATION NOTES CL - CL PT -PRESSURE TREATED 6. TRUSSES ARE TO BE STORED OFF THE GROUND IN A MANNER WHICH WILL NOT DAMAGE OR WARP THE INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED BY 1FOUNDATION HAS BEEN DESIGNED TO RESIST UPLIFT AND OVERTURNING FORCES WITH OVERBURDEN TRUSSES PRIOR TO ERECTION. DEE -DETAIL PROP -PROPOSED . AN AGENCY APPROVED BY THE TOWN.THE CONTRACTOR SHALL FURNISH THE OWNER THE APPROVED DWG -DRAWING r -RIPPED INSPECTION CERTIFICATE FOR APPROVAL AT THE END OF THE PROJECT. RESISTANCE THUS CONTRACTOR SHALL NOT PLACE ROOF STRUCTURE WITHOUT PRIOR COMPLETELY 7. FIELD REPAIR OF DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. ELEV -ELEVATION RC -ROUGH CUT DATE: 17-1OU1 INSTALLING BACKFILL AND/OR FOUNDATION SLAB STRUCTURE. ENG -ENGINEER REINF -REINFORCEMENT SCALE: As Noted 2. AT LEAST ONE SINGLE-STATION CARBON MONOXIDE DETECTING ALARM DEVICE,INSTALLED IN CONFORMITY WITH 8. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST UPLIFT FORCES.STRAPS ARE TO BE EX -EXISTING RFT -RAFTER DRAWN BY: FBR THE NEW YORK STATE BUILDING CODE RULES AND REGULATIONS,SHALL BE PROVIDED ADJACENT TO SLEEPING 2• FOOTINGS HAVE BEEN DESIGNED TO REST ON IN-SITU SOIL,WITH AN ALLOWABLE BEARING CAPACITY OF ATTACHED IN ACCORDANCE WITH SUPPLIER SPECIFICATIONS. FDN -FOUNDATION SST -SIMPSON STRONG TIE 17-257 SPACES ON EACH FLOOR LEVEL AND SHALL BE LOCATED ON OR NEAR THE CEILING. 2,000 P.S.F.IF ACTUAL CONDITIONS DIFFER THAN WHAT ASSUMED,CONTRACTOR SHALL NOTIFY THE FF -FINISH FLOOR TBD -TO BE DETERMINED Project Number. ENGINEER IMMEDIATELY, PRIOR TO PROCEEDING WITH WORK. 9. TRUSS SUPPLIER IS TO SUPPLY PLAN TO CONTRACTOR SHOWING LOCATION AND REQUIREMENTS FOR ANY FLR -FLOOR TOF -TOP OF FOOTING Zoning Approval: 3. AT LEAST ONE SINGLE STATION SMOKE ALARM DEVICE, IN ACCORDANCE w/NFPA 72,SHALL BE PLACED ON 3. ALL SUB BASE MATERIAL SHALL BE COMPACTED TO 95%OF OPTIMUM MODIFIED PROCTOR DRY DENSITY TEMPORARY BRACING REQUIREDFOR OR DURING ERECTION. FTG -FOOTING TOS -TOP OF SLAB Building Permit: EACH FLOOR LEVEL,IN EACH BEDROOMAND ADJOINING HALLWAY.ALL ALARMS TO BE INTERCONNECTED IN GALV -GALVANIZED TOSH -TOP OF SHELF BID Docs: SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL.SMOKE ALARMS TO BE HOT WIRED AND ASTM-D 1557,WITH A MOISTURE CONTENT OF±2%OF OPTIMUM. 10. CONTRACTOR TO INSTALL WOODTRUSS NOTIFICATION SIGNAGE/PLACARD AT ALL ENTRANCES TO JST -JOIST TOW -TOP OF WALL Construction Docs: CONTAIN BATTERY BACKUP. 4. ALL ORGANIC MATERIAL TO BE REMOVED PRIOR TO PLACEMENT OF SUB-BASE/FOUNDATION. COMMERCIAL BUILDING PER BUILDING CODE REQUIREMENTS OF NYS. LVL -LAMINATED VENEER TYP -TYPICAL As-Built: LUMBER UN -UNLESS NOTED 5. ALL SUB GRADE MATERIAL TO BE PROOF ROLLED PRIOR TO PLACEMENT OF FOOTINGS,ANY AREA MAX -MAXIMUM VIF -VERIFY IN FIELD OBSERVED TO HAVE SPONGY MATERIAL TO BE INSPECTED BY THE ENGINEER PRIOR TO PROCEEDING. I JOIST NOTES 6. ALL EXCAVATIONS SHALL BE CONDUCTED AND BRACED IN ACCORDANCE WITH THE PROVISION OF THE 1. ENGINEERED WOOD I-JOIST TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER O NRCH/ OCCUPANCY SAFETY AND HEALTH ADMINISTRATION'STANDARDS FOR THE CONSTRUCTION INDUSTRY,29 RECOMMENDATIONS. CFR PART 1926-SUB PART P-EXCAVATIONS". 2. WEB STIFFENERS OR SQUASH BLOCKS TO BE INSTALLED AT ALL JOIST BEARING CONNECTIONS. 7. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY UNSUITABLE MATERIAL IS UNCOVERED DURING y EXCAVATION. AT THE DISCRETION OF THE ENGINEER,UNSUITABLE MATERIAL SHALL BE REMOVED AND 3. POST OR COLUMN LOADS AT FLCOR/WALL JUNCTION SHALL HAVE SOLID BLOCKING FROM SILL PLATE REPLACED WITH CONTROLLED FILL CONSISTING OF NYSDOT STEM 1304.11 OR EQUAL. SUBGRADE SHALL BE TO BELOW TOP PLATE;LOAD SHALL NOT BE TRANSFERRED THROUGH WEB OF JOISTS. fX � COMPACTED IN 10" LIFTS TO 957.OF OPTIMUM MODIFIED PROCTOR DRY DENSITY. ALL LIFTS SHALL BE TESTED AT A RATIO OF 1 PER 500SF OR ATTHE DISCRETION OF THE ENGINEER. 4. ALL MECHANICAL PENETRATION SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS �0 RECOMMENDATIONS. a � 8. AS PER NYS CODE RULE 753,THE CONTRACTOR SHALL PROVIDE DUE AND TIMELY NOTICE TO"DIG SAFELY A NEW YORK"AT 1-800-962-7962 AT LEASTTWO WORKING DAYS PRIOR TO COMMENCING DEMOLITION OR 5. BRACING SHALL BE USED DURING INSTALLATION TO PREVENT TWIST OR BUCKING. Sheet No.NO L) EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NYS CODE RULE 753. ` • UPON DISCOVERY OF UNKNOWN UNDERGROUND FACILITIES, CABLING, ETC.WORK IN THAT AREA SHALL 6. I-JOISTS ARE NOT MEANT FOR EXT-RIOR USE. JOISTS SHALL BE PROTECTED FROM THE WEATHER AT ALL CEASE.NOTIFY UFPO, OWNER AND ENGINEER IMMEDIATELY.DO NOT PROCEED WITH WORK UNTIL TIMES PRIOR TO PLACEMENT ANDSHALL BE PROTECTED UNTIL ROOF HAS BEEN ADEQUATELY DRAWING TITLE: RECEIVING WRITTEN DIRECTION TO DO SO FROM THE OWNER'S PROJECT REPRESENTATIVE. INSTALLED ON THE STRUCTURE. Supplmental Notes -- Unit 7. LATERAL RESTRAINT FOR THE BOTTDM FLANGE IN THE FORM OF BRIDGING, BRACING, BLOCKING,OR log CEILING MATERIAL SHOULD BE PROVIDED AT 8'-t7'OR LESS ON CENTER. Paper Faced U Batt Insulation 3/4"Sheathing w/Tyvek or Similar. Hermitage Unit J v 1/2"GB Finish; Finish Wood Clapboard Siding ■�■JT, Model Be 5/8"@ 1 Hour Walls. (.I F E Metal Flashing at Sill. 0 SLAB HAUNCH, 12"x10" 3/4"Finish Floor U w/ (2) #4 BARS ca w cu 3/4"Sub Floor Wood Ledger w/1/2"Dlam. CONCRETE SLAB, 5"TH IC K w/ Floor Joist Bolted Connection @ 4'-0"o.c. Framing w/ " SLAB CONSTRUCTION, WWF6x6 W2.9x2.9,STEEL o Paper Faced 2x4 Decking w/1/2 Spacing. SEE DETAIL A/51.1 DECK CONSTR. TOW _ TROWEL FINISH D oc g f SEE DETAIL A/S-3.0 I IV 0'_6„ o Batt Insulation. Co nnecc on. U TOS _ • _ _ 2x10 Deck Ft H ecraming w/Joisangers. - a — _ TOP OF DECK 0'-0" HIGH � e 2x6 PT Sill Plate _ • w!112"Diam.Anchor • •e 0'-0" -0'-7' LOW - WALL REINF DECK JST 2x8 PT Bolts @ 4'-0"o.c. •�° — Slope Grade rs 16" O.C. • SEE DTL AIS-.,1.1 m ►�- Away from Foundation. When We Build,Let Us Think That We Build Forever... Concrete Foundation —_ =<i, Wall as Per 2#5-6o�- oriz.Rebar @ Top Code. a ... -#4 !Jars-o 18"o.c. VAPOR BARRIER, 10 MIL., 4OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 CRAWL SPACE " — — 2'-0' OVERLAP AT SEAMS 8"WALL By 2 3/4 � � 2 —R nsulation. Frank B.Ryan,Jr.AIA I I I I 8"WALL 4"Concrete Slab ) brave or Similar FDN WALL CONSTRUCTION, `<� and on Plastic Membrane SEE DETAIL A/S1.1 COMPACTED SUB-BASE-6" The Golden Mean Group,LLC GRAVEL-TYPE #1 (NYSDOT The drawings ITEM#304.11) COMPACTED and all the ideas,arrangements,designs,and TO 95%OF OPTIMUM MODIFIED plans indicated thereon or represented thereby PROCTOR DRY DENSITY, TYP. are owned and remain the property of LU Frank B.Ryan,Jr.AIA Architect \, U and no part thereof shall be utilized by any D V T i ca I Construction Detail J person, firm,corporation,or entity for any WALL TO BE INSULATED SIM.TO DETAIL `� purpose whatsoever,except with the express SCALE: 3/4" _ - " A/S1.1 Ga' HEATED LAUNDRY ROOM °? written consent of FOOTING CONSTRUCTION, Frank B.Ryan,Jr.AIA SEE DETAIL A/S1.1 and eINTOF The Golden Mean Group,LLC. -4'-3" CONSULTANT: WALL CONSTR.SEE FI OOR PER OWNER STRUCTURAL DETAILS FLOOR SHEATHING,3/4"BC, / ANCHOR BOLT,1/2"HD6HEAD,A307 T&G ATTACHED w/IOd NAILS STEEL GALV.10"EMBED.,SPACED r, @'6"O.C.EDGE. 12"O.C.FIELD • • 48"OC, 12"MIN��CORNERS 2x PT SLEEPERS / \ • \` SILL PLATE,2x6 PT,w/ CONCRETE SLAB,4"THICK SILL SEALER OWENS w/WWF4x4 Wl Axl.4, CONSULTANT: CORNING OR EQUAL STEEL TROWEL FINISH FOOTING CONSTRUCTION, 1ST FLR FF VAPOR BARRIER, SE MIT., Foundation (a,� Deck SEE DETAIL AIS-l.l 2'-0" 2'-0'OVCRLAP AT SEAMS w -3 - - - - - Foundation a Gara e TOS/TOw — SCALE: 12" = 1'-0" NOTES: 0.-0.. ° SCALE: 12" = 1'-0" SLAB DOWEL TO EXTEND VERT.WALL REINF_ INTO SLAB 24" #4 BARS 14 BARS AT 24" C. C' 12" OC, 20"SPLICE IV II"WALL COMPACTED SUBBASE,6"GRAVrL, INTO WALL TYPE#1 NYSDOT ITEM#304.11, COMPACTED TO 95%OPTIMUM MODIFIED PROCTOR DRY DENSITY SLAB CONSTR ` J RIGID INSULATION, PIER REINFORCING SEE DTL, E/S-1.1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 2"TIIICK (4) #5 BARS r �" i - HORI2.WAI L REINF.,#4 BARS AT CHAMFER EDGE U 24"O.C.CONT.,20"SPLICE The Irl LENGTH,w/(2)#4 BARS ra'TOP PIER TIES #3 BARS SLOPE 2" OF SLAB+" DROP _ GOLDEN MEAN KEYWAY,2x4 C 10"O.C. ,. FOOTING DOWEL,#4 BARS W/ DOUBLE TIE ATTOP R U P l.lc TOE C'24"O.C.,6"HOOK MIN 1 FTG REINF.,(3)#4 BARS 2" COVER 1 SCREENED GRAVEL,1/2" (NYSDOT 703- _ b FQ.SPACFD w/3"BOTTOM COVER, CLASS 1),R VEL,1/WRAPPED IN SOT 703 • CONT.SPLICE LENGTI120",TYP. TYP. • • TOW NON-WOVEN,AMOCO 4551,TYP., (' EXTENDING 3'-0"ABOVE TOP or FTG, 8"WALL ArchifecturatDesig APPROX.2'-0"WIDTH,INSTAI L CONT. AROUND EXT.FUN,TYP.WHERE DRAIN 7-9' Strategic Consulting 1'=0" • • c Planning PIPE IS SHOWN,UNLESS NOTED DRAIN PIPF,4"PER F.PVC, PIER P AN VIEW SCH.40,SLOPED TO WALL REINF., DRAIN TO DAYLIGHT I SEE DTI A/S-1.1 LU #1 Mercia Lane, 2nd Floor � r Fo a n d ati,o n�S l a b J Greenwich, CT 06830 SCALE: 12 - 1 -0 � 11: V — r' (203) 410-5783 voice — — 1.618033988749894848204586834365638117720309... BASE PLATE, SEE DETAIL D/S3.1 o r gmg@golden-mecn.com O Z j ' 3" REVEAL MIN. �- • • / \ LU S' TOP JOB NAME: INTERIOR WALL ABOVE, m — I � Peconic Landing 2x6 C 16" O.C. 0'-10" VIF. wJ i _Foundation Garage Door FINAL GRADING g SCALE: 12"= 1'-0" w O Hermitage II B--Unit#020 SILL PLATE, 2x6 PT, PIER TIES, U 1500 Breaknock Road ANCHORED w/ MASONRY SCREWS, 1/4"DIA, x 4" #3 BARS C 10"O.C. = O Greenport, NY 11944 .� SLAB CONSTRUCTION, LENGTH, SPACED G 16" W/ DOUBLE TIE AT TOP m ,,,I� SEE DETAIL A/S1.1 O.C. O C WALL REINF TO BE CONT. N zTHROUGH FTG STEP Z ¢ BOT WALL 8 FTG REINF 'PIER REINFORCING, 1'-0"SQ. _w 0 U P= __J TO BE SLOPED 0 STEPS, DATE: 1/-10U1 Z — O SCALE: As Noted — — _ — — (4) #5 BARS, PIER BASE P= �- FOUNDATION WALL O Z STANDARD LAP, TYP. DRAWN BY: FBR EQUALLY SPACED - O > U_ ProectNumber.. 17-257 a- LH 3 ) ;,r O w C Zoning Approval: O Building Permit: LL ' Q Z I BID Docs: • Z O u- N Construction Docs: "' 0 Z V) As-Built: u- X a Q LU A-Nd TO F _ cn ¢�0 A R C yIT SLAB HAUNCH, 2'-0"x 12"THK., w/ SEE PLAN (3) #4 BARS, CONT.w/20"SPLICE R (4) HOOK (4) #5 BARS 2,_0.. • • • TDF — FTG REINFORCING W #5 C 12" O.C.E.W. SEE PLAN FOOTING FOOTING CAN BE SLOPED tA 2� �O Slab Haunch 3'-0"SQUARE n 450 DEPENDING ON SOIL TYPE, IF NECESSARY Sheet No.: SCALE: 12" = 1'-0" 2x STEP DISTANCE BETWEEN FTG STEPS 5 Foundation Pler EG 1 (M TO EQUAL 2X STEPHLIGHT (MIN) DRAWING TITLE: SCALE: 12" = 1'-0" Supplemental Details -- 8 Step Unit AB SCALE: 12" = 1'-0" VM WOOD FRAMING LEGEND 11 Model B Unit #019 Hermitage �- 1 'a RFT/JST 2x t� In_'U.C., IYP. PROPOSED JOIST/RAFTER-COMMON U� o E Q °i v � U I-JST(SUE INDICATED)r�_ C13PROPOSED I-JOIST-DESIGNATION&DEPTH w O.C., IYP. CU V --- /JST 2x rn --- PROPOSED JOIST-RAFTER OR REINf MEMBER C `o FINISH ROOFING SIZE AS INDICATED PROPOSED STEEL BEAM/GIRDER PER OWNER o SIZE AS INDICATED ro PROPOSED BEAM/HEADER OR REINF MEMBER N sl7E as INDICATED ROOF SHEATHING, 5/6' CDX, — — LVL BEAM I HEADER, (#)PLYS&MEMBER DEPTH T&G, l Od NAILS 0- 6 O.C. I PRE-ENGINEERED TRUSSES TO BEARING CONNECTION EDGE, 12" O.C. FIELD, TYP. I BEAR ON EXTERIOR WALL When We Build,Let Us Think That We Build Forever... PRE-ENGINEERED TRUSSES, SOLID BLOCKING, 2x6 FACE MOUNTED CONNECTION w/METAL SEE TRUSS SCHEDULE CONNECTION PLATE,TYPE AS SPECIFIED 12 © NCopyright 2F D OWNERSHIP AND USE OF DOCUMENTS SUB FASCIA, 5� 2 INTERIOR BEARING WALL 2X8 RIPPED TO FIT I Frank B.Ryan,Jr.AIA FASCIA AND SOFFIT b and WOOD COLUMN — — _ The Golden Mean Group,LLC PER OWNER 2 ' The drawings 0Q STEEL COLUMN ' HOLDDOWN, and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby TOP PLATE 6 SST HIO are owned and remain the property of SHEATHING 19'-5 5J$" / DOUBLE TOP PL, Frank B.Ryan,Jr.AIA Architect �. (2) 2X6 and no part thereof shall be utilized by any person, firm,corporation,or entity for any SVS T"- WOOD SHEARWALL purpose whatsoever,except with the express / written consent of SOLID BLOCKING, WALL STUDS, 2X6 @ 16" O.C. / Frank B.Ryan,Jr.AIA ♦—� SHEARWALL HOLDDOWN 2x6 RIPPED TO FIT w/ BLOCKING G MID POINTS and 0►� BEAM/COLUMN MOMENT CONNECTION LADDER OVERHANG ' The Golden Mean Group,LLC. FRAMING, 2x6 @ 16" O.C. HOLDDOWN, w/ 2x6 LEDGER, TYP. SST H10 CONSULTANT: KNIFE PLATE, ROOF SUPPORT BEAM, PRE-ENGINEERED TRUSS SCHEDULE 6x10 RC SEE DETAIL E/S3.1 Connection Detail CONSULTANT: TRUSS ID TYPE SLOPE TOP CHORD BOTTOM CHORD NOTES SCALE: 12" = 1'-0" DEAD LOAD DEAD LOAD SUPPORT POST, T-1 GABLE 50N 12 12 PST 10 PST 6x6 RC T-EW-1 GABLE 5ON 12 12 PSF 10 PST END WALL TRUSS NOTES: T-2 GARLE 50N 12 12 PSF 10 PST =T-EW-2 GABLE 5ON 12 12 PSF 10 PSF rND WALL TRUSS Connection Detail SOLE PL, NOTES: = SCALE: 12" 1'-0" SEE DETAIL J/S3.1 DECK FLASHING, 2x6 1. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. I RIM BOARD, 2. DEAD LOADS DO NOT INCLUDE TRUSSSELF WEIGHT. 3. FINALTRUSS DESIGN IS RFSPONSIBIHTYOF MANUFACTURER. LEDGER, 2x8 PT CONN.TO 11 718" LVL 4. ALL TRUSSES SPACED AT7-0•'O.C.MAX. RIMBOARD, w/ (2) 112" DIA. 5. ATTIC SPACE LOADING IS 20 PSF AND 11`0 HAVE 3/4"CDx SHEATHING. THRU BOLTS @EACH JOIST FLOORING PER OWNER 0,1,1,2,3,5,8,13,21,34,55,89,144,237377,6198 987... KNIFE PLATE, SEE DECORATIVE CONN. POINT& (1) @ DETAIL C/S3.1 FACEMOUNT HANGER, MIDPOINT ON EACH JOIST BAY FLOOR SHEATHING, 3/4" BC, TrussInformation FACEMOUNT HANGER, SST SST OHU4&-SDS3 T&G ATTACHED w/ 10d NAILS The ( SCALE: 12" - 1 -0 SUPPORT BEAM, p C' 6" U.C. EDGE, 12" O.C. FIELD Rxin Pr, � DECKING PER GWNER OHU48-SDS3 OR CONCEALED GOLDEN MEAN 1 HANGER CJT3 -\ GROUPLLc LvL w° DECK JST 4x8 RC 34'-0. , DECK JST 4x8 RC vV @ 36" OC @ 36' OC j Architectural Desig 17'-o ol e Facility Consulting Strategic Planning 51212 2—l5 2 Fl- 2`-..�__6 EXTERIOR WALL SHEATHING, I JOIST TJI 560 11-719' 1 1/2" CDX, T&G, IOd NAILS @ 6" @ 16, O.C. KNIFE PLATE, O.C. EDGE, 12" O.C. FIELD, TYP. OP PE ATF SEE DETAIL E/S3.1 UNLESS NOTED @SHEARWALLS� #1 Mercia Lane 2nd Floor 9'-0,5l8" I SEE DTL I!S-3.1, FOR � — TYP NAILING REQS Greenwich, CT 06830 TRUSS T-2 SUPPORT POST, � SCALE: 114"=I' 8x8 RC DOUBLE TOP PL, (2) 2x6 Truss Detail (203) 410-5783 voice i SCALE: 12" = 1'-0" i 1.618033988749894848204586834365638117720309... 4 Connection DetailConnection Detail gmg@golden-mean.corn SCALE: 12" = 1'-0" 7SCALE: 12" = 1'-0" JOB NAME: 12 Peconic Landing 5 I ROOF CONSTRUCTION, 8x8 RC POST Hermitage II B--Unit#020 SEE DETAIL A/S3.0 BEYOND 1500 Breaknock Road - SUPPORT BEAM, (4) 2x8 Greenport, NY 11944 LADDER OVERHANG PT, FACE MOUNTED TO LEDGER 2x8 PT, ANCHORED — FOUNDATION CONTR. COL w/SST HUC28-4 TO FDN WALL w/ HILTI HY200 FRAMING 1/2" DIA.w/4" EMBEDMENT SEE DETAIL A/S1.l - _ FACEMOUNT HANGER, DATE: 1 r-1uu1 @ 24" O.C.SPACING—\ SST LUS28 FLOOR CONTR. SCALE: As Noted 4 _ GARAGE TOP PLATE SEE DETAIL A/S1.1 DRAWN BY: FBR 2 ��'"-6 9'-0 5/8" I DECKING PER OWNER FACEMOUNT HANGER, Project Number. 17-257 6 _ — — SST LUS28 — — — — Zoning Approval: Building Permit: BID Docs: �6 s Construction Docs: HOLDDOWN, — As-Built: SST H 10 FASCIA AND SOFFIT PER OWNER DECK JST 2x8 PT DECK JST 2x8 PT • SOLID BLOCKING, @ 16" OC @ 16" OC 2x4 RIPPED TO FIT $ '8 1 / / / / ti� A R c WALL CONSTRUCTION, Q,� SEE DETAIL A/S3.0 KNIFE PLATE CONN BEYOND, SEE DETAIL E/S3.1 ...e.� LU tr Y Roof Faye CONCRETE PIER, , �4 SCALE: 12, 1 -0 SEE DETAIL D/S1.1 Sheet No.: AhV@21.;10 T 5 Connection Detail Connection Detail DRAWING TITLE: SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" Supplemental Details -- Unit AB ROOF CONSTRUCTION, J o SEE DETAIL A/S3.0 —� PRE-ENGINEERED TRUSS, Hermitage Model Unit #019 o ' TOP CONN PL, SEE TRUSS SCHEMATIC 0 a R 2x6 SUB FASCIA, a ° SCALE: 1"= 6" c 2x6 RIPPED TO FIT m STEEL BEAM, c� Cp W14x26 1 FASCIA AND SOFFIT o SOLE PL, PER OWNER SPAN13 NO NOTCHES 2x6 ]� J- I STEEL BEAM TO BE PACKED OUT w/ (4) 2x12 RIPPED TO FIT, ANCHORED CENTER SPAN/3 0 N LEDGER, 2x8 PT CONN.TO PACKEDw/ (2) ROWS 112" DIA.THRU BOTLS F _� P OUT STEEL BEAM w/1/2" DIA.THRU BOLT FLOOR CONSTR. <D/3 NOTCHES 18" O.C.SPACING I MAX D/6 SEE DTL A/53.0 _ — — When We Build,Let Us Think That We Build Forever.- 6 6 6 MAX D IA. D/3 z b END NOTCHES DECK JST 4x8 RC 2' b MAX D/4 @ 36"0 C ! ,I OWNERSHIP AND USE OF DOCUMENTS e © Copyright 2022 By Wk Frank B.Ryan,Jr.AIA and — — — The Golden Mean Group,LLC MIN. 2"FROM TOP WALL CONSTR. PENETRATIONS SHALL NOT BE AND BOTTOM The drawings and ns,and SEE DETAIL A/S3.0 '"x'6 I JOIST TJI 560 11-7/8" C PLACED CLOSER THAN 3"FROM plans indtheicated thereanorre reseneigthereb plans indicated thereon or represented thereby @ 16' O.C. RIMBOARD, ANY BEARING COMPONENT are owned and remain the property of Frank B.Ryan,Jr.AIA Architect BEAM TO HAVE THREADED 11 7/8" LVL and no part thereof shall be utilized by any STUBS ON TOP & BOTTOM person, firm,corporation,or entity for any FLANGES FOR PLATE CONN., FLOOR CONSTRUCTION, NOTE: purpose whatsoever,except with the express 112" DIA. @ 2'-O" O.C. written consent of SEE DETAIL A/S3.0 1. REQUIREMENTS APPLY TO NOMINAL LUMBER ONLY, PENETRATIONS Frank B.Ryan,Jr.AIA FOR LVL & I-JST MUST REFER TO SPECIFIC MANUF. and The Golden Mean Group,LLC. Connection Detail _ 2rK CONSULTANT: SCALE. 12 V-0" MEP PENETRATIONS TYP. S3. 1 NTS J GIST TJ15 60 11 7/8 CONSULTANT: @ 16" OC MEP Penetration D__etails SCALE: 12" = 1'-0" h. 2��6 NOTES: 2 6 WEB STIFFNER PER MANUF. '/ I DOUBLE TOP PL, (2) 2x6 EXTERIOR SHEATHING 000 JOIST TO SOLE PLATE, ATTACHED TO STUD w/ (2) 16d FACE NAILS EDGE: lOd @ 6" O.C. 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... FIELD: IOd @ 12" O.C., FLOOR SHEATHING ATTACHED TO EDGE: 1FLOOR JOISTS " Connection Detail The EDGE: lOd @ 6" O.C.o.0SCALE: 12" = 1'-0" FIELD: IOd @ 12" O.C. GOLDEN MEAN STUD TO SOLE PLATE, (2) 16d END NAILS 2 R UPLI.c RIM TO SOLE PLATE, 16d FACE NAIL @ 16" O.C. Architectural Desig Facility Consulting Strategic Planning FLOOR JOIST ICE & WATER SHIELD, GRACE OR PER FRAMING PLAN EQUAL PLACED OVER RIM BOARD, EXTEND 4" MIN ABOVE RIM, CONTINUOUS ALONG DECK RIM BOARD TO JOLST, (3) 16d END NA'LS, I FLASHING TO EXTEND UNDER ALIGNED w/ I-JST �' SIDING AND RUN TO BOTTOM OF #1 Mercia Lane, 2nd Floor FLANGE IF PRESENT SILL PLATE w/ DRIP EDGE, MATERIAL PER ARCH. Greenwich, CT 06830 2 RIM TO DOUBLE TOP PLATE, JOIST TO DOUBLE TOP PLATE, FLASHING IN AREA OF (203) 410-5783 voice l Od TOE NAILS @ 6"O.C. (3) 1 O TOE NAILS SPACER TO BE SLOPED ALONG TOP AND DRAIN TOP PLATE TO TOP PLATE, FIELD: 16d @ 12" O.C. NAILS TO ONE SIDE 1.618033988749894848204586834365638117720309... 24"SPLICE LENGTH: (8) 16d NAILS L. DRAINAGE GAP gmgCfgnlden—mecn.corn STUD TO DOUBLE TOP PLATE, 2 (2) 16d END NAILS DECK LEDGER 1 ATTACHMENT AV VARIES, SEE MAIN WALL SECTION FHermitage FOR CONSTRUCTION ic Landing w Nailing Detait II B--Unit#020 SCALE: 12" = 1'-0" Breaknock Road SILICONE CAULK 01 APPLIED ALONG port, NY 11944 BACK OF SPACER DATE: 11-1001 SCALE: As Noted ICE & WATER SHIELD, GRACE OR DRAWN BY: FBR EQUAL, 6'WIDTH PLACED ALONG Project Number. 17-257 LEDGER n SPACER Zoning Approval: Building Permit: SPACER TO CONSIST OF BID Docs: Construction Docs: COMPOSITE DECKING, SOLID As-Built 5/4"x 6"x 6" MIN. PLACED AT EVERY ATTACHMENT POINT,TREX OR EQUAL,TOP OF SPACER TO BE SLOPED TO ONE SIDE TO ����p R�RCy7 � ALLOW PROPER DRAINAGE W It � O r Sheet No.: �W!0 5 DRAWING TITLE: Connection Detait Supplemental Details -- SCALE: 12"= 1'-0" Unit AB J J o Hermitage 11 Model o C� 1 i ' L" E C �� � I -(� o N O a I � J I � � I ~ � I I - I I I When We Build,Let Us Think That We Build Forever... I I I OWNERSHIP AND USE OF DOCUMENTS (0 Copyright 2022 By R Frank B.Ryan,Jr.AIA 8g and g & The Golden Mean Group,LLC I The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby d f I ------------------------ -------------------- --------------------------- ------------ - ----- ----------------" are owned an remain the property PP Frank B.Ryan,Jr,AIA Architect and no part thereof shall be utilized by any ----------------------- --------------------------- - ---- ------------------------------ -------------------------------- --- person, firm,corporation,or entity for any purpose whatsoever,except with the express I •� written consent of Frank B.Ryan,Jr.AIA and I The Golden Mean Group,LLC, I I i I CONSULTANT: I I i I I I CONSULTANT: I I i I I i I I I i NOTES: I C I C I I - ---------------------- --- - 7. 0,1,123,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN :: :: �� -------- GROUPLLC CDAW 4W CD C5 C; \ Architectural Desig Unit A Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Greenwich CT 06830 I , r— (203) 410-5783 voice Q � I 1.618033988749894898204586834365638117120309... gmg )(1goden-mean.com I I I JOB NAME: I I Peconic Landing IZFEI Hermitage 11 B--Unit#020 1500 Breaknock Road I Greenport, NY 11944 I I I - I DATE: I i-Mu t SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 I Zoning Approval: Building Permit: t BID Docs: Construction Docs: As-Built: i a - - _Sm -- ------------------------------------------------- _--------- So R RCCA + ---------------- - - - A�K9 Aiy�� C, N� 0 ` True North -'" `:'05-A Sheet No.. A x I DRAWING TITLE: Site Plan -- Unit A `� Building Site Plan -- Unit SCALE: 1/8 = Z -0 Project North A 9 UM Hermitage I I - Model B - - Unit #01 9 - � ca G co0 � , 28'- 11 5/8" 6' -0" 4' - 3 1/4" 11 5/8" 28'-6 1/4" .� ' c — O^^• '' N rV � C ^, J W/— i N E $ LOWhen We Build,Let Us Think That We Build Forever.., L EO E OWNERSHIPAND USE OF DOCUMENTS ih 0 Copyright 2022 w_ _,_ _ __ _ _ ___ __._.. a_ _,.. _ _ _ By i } n Frank B.Ryan,Jr.AIA M I r t .Q — and N ° d The Golden Mean Group,LLC r The drawings and all the ideas,arrangements,designs,and E } Kplans indicated thereon or represented thereby I I isi are owned and remain the property of 7'- 3 1/8" 112- s } Frank B.Ryan,Jr.AIA Architect 1 and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express d — d — — — — — written consent of to 7=7 i I Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC, 8 1/4" G' J n K' CONSULTANT: I � r` 13' - 5 112" 10" 6'-0 1/2" r, N 7' -3 1/8" CONSULTANT: 7 N 00" NOTES: V- 3 718"-- 1 — 1 j7 1 ` 1 1 6' -7 3/4" 3- -0" aft — co 1 C> o> 1 0, 1,123,5,8,13,21,34,55,89,144,233,377,610,987.., 10"1 6' - 51/8" 6'-4" r' L The ' 16' - 2 7/8" GOLDEN MEAN - -- , -- GROUPLLC M I 1 1 H' 1 1 1 Architectural Desig 1 1 Facility Consulting 1 1 ( I Strategic Planning 1 I 1 1 a I #1 Mercia Lane, 2nd Floor 1 --------------- Greenwich, CT 06830 1 1 — AA 1 1 1 1 (203) 410-5783 voice 1 1 1.618033988749894848204586834365638117720309... 1 gmgClgolden—mean.com 4 �• + FHermitage -T �, ic Landing f j II B--Unit#020 ( 1 1 I 1 I Breaknock Road port, NY 11944 1 t 1 € 1 I I 1 I 1 I DATE: I J-1UU i 1 SCALE: As Noted 1 DRAWN BY: FBR 1 Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: P As-Built: � v I M � LL' N 17' - 2 3/4" 0' -4 3/8" �•9�' p32252� "� 1 I True North Footi n -- Unit A Sheet No.: A_1 OS�MP'o�-A SCALE: 1/4 1-7'1'-0" DRAWING TITLE: A' A OB Project North Foundation Plan -- Unit A U ° . ' L?I "' ��2 1 Hermitage - Model -- Unit #019 �AIT� "�' - O u U 8 New Combined I 9 o E 1 U yA 1, I 1.1 cD A 301.01 41'-6" w :a 1! S2 � k Asphalt Driveway -- : 33on ^= o E I 2 L I ' '_ C A 301.01 Existing p c C7 I i ' � 6'-77/8" - 12 . 5'-41/8" - _ .'S'-41/8"' .11'-75/8" , . , - _ 6,-;0 , - ' •--------• � i .' . 1 - . - • _ ' , , - - ' -• .' . . Demohtlon j - . - , 1' I 1. When We Build,Let Us Think That We Build Forever... A 401..01 A - —i 1 t. .. .. 1. - - - •- - - - _ . . - _ - . - Proposed \ - . • . -, i .. _ - - OWNERSHIP AND USE OF DOC MENTS U ''. "q °'-0' , _ 0 Co ri ht 2022 i _ PY 9 . _ I -1 Watl Legend B • W : W � -� 3/8 = 1 -� Frank B.Ryan,Jr.AIA - - - .,. N-17. - - - •- • . r ---------- - � - cfl •I and 7 _-__ ., _ The Golden Mean Group,LLC ", • . ' . _ 0 j - - n - The drawings . '!� - I 9 - •Gaira e - . N' . -, - . , and all the ideas,arrangements,designs,and 1. - - 9 9 A-04- " N-26 1 0. ; plans indicated thereon or represented thereby I :. - . I r r . - , - , , - .- -, , . 1. are owned and remain the property of • - .. . . - . . '' II. . . - - - . - - -. . - - - - Frank B.Ryan,Jr.AIA Architect ' - { : 1. . . . T and no art thereof shall be utilized b an i . . P Y Y r .. 5 -6 . person, firm corporation, r entity for n - , o a _ - rP ty Y EQ. EQ Mec11 i _ purpose whatsoever,except with the express " _L_ — - - — - PrP P P — _ . • .. 11 � , - - - written e f -1 n cons nt o Frank B.Ryan,Jr.AIA tt Y . i ,' I -1 . and - 10I -P N'07 - - - - ;Patio ,--- -to The Golden Mean Group, — G o LLC. . ` - " 11 - I d - 6 -0 . ..: '. -_�.. ' � ' _ ­.. ... . . . . .. . ­ 4 /4 — — rn 11 3 - _ r CONSULTANT: . a N CO LT :� - - -- - . I - W " EN I L - _ _ d C� -0 w w - �� • - ? , ^ ate- I - - _.� - r - - - . , - • .. cv) o I - i CONSULTANT: • . .- .. •' . - w -, - '-A 00.0"1A - % I _ I Lc� • - - :i , - I NOTES: 14 -21/2" 111� J - . 1 - . - . . - - . .. . .. : - . r— N I. - . - -., . ,- 1. - r 1 - i =0 - " ' .' 2 6 1/8 . . r ��� N ' • I 11 - . - . . , , „ - I " — - — - — - , _ 1 — - . , . - _ :, 1 I bo : . I - I . . - I - Q 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... . . I L . - . - - • -. - - • . I 11 ° The :: . .- ...: ' : " : I o step GOLDEN MEAN i _ ; I ° ifl o a � i - I - M - M .. - �o c i f I c,, _ _ — _ t__ 7 - — — — �00 Architectural Desig Facility Consulting I III IF r � Strategic Planning 4 0J, I 1 I - - - - - I Iib #1 Mercia Lane, 2nd Floor- - - - - - - - - - - - - - - - I I I 1 Greenwich, CT 06830 A 01.03 A - - - - - - - - - - - - - - - - - - - - - ` - I 6'-85/8" 01 � I - - - _ _ _ I I (203) 410-5783 voice 1 I 34� L_ — — - - ih ( 1.618033988749894848204586834365638117720309... II I co i gmg 'golden-meon.com - - — — — i I JOB NAME: Peconic Landing 1 I I Hermitage II B--Unit#020 1 ' 1500 Breaknock Road I Greenport, NY 11944 1 1 1 I ' I 1 DATE: 1/-I U01 I SCALE: As Noted 1 I DRAWN BY: FBR I I Project Number. 17-257 I I Zoning Approval: 1 , Building Permit: I , BID Does: I Construction Docs: 1 I As-Built: 1 L----- I %oo ARC ff/ C o.VAN, .A .10 W I it s . * ;N �0 I I True North 4—A Sheet No.: DRAWING TITLE: - 11M I _��' ' `_'_'_. " 1'1� I Level 1 - Proposed Unit A Project North First Floor -- Unit A . SCALE: 1J4 - 7 -0 1 = UM o e ni .Hermitage C9 IUB� � .H l u 4�r* s., t I I CIO " t +�(D G t7 Q, N , O N I I � C EQ EQ When We Build,Let Us Think That We Build Forever... K• r 4'- 11" OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 U BY Frank B.Ryan,Jr.AIA and ' I The Golden Mean Group,LLC Supply _ Typ• The drawings EQ and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby — - —Q are owned and remain the property of I, I Frank B.Ryan,Jr.AIA Architect `o\o oo I ; and no part thereof shall be utilized by any 'n person, firm,corporation,or entity for any - I N Return purpose whatsoever,except with the express 2'- 10" Typ. written consent of • Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. N - 4'- 10 1/2" ' - -. - _ - _."- - - _ - � I'--•' ' ' ; _ ; '; • `• � 1 ,.- - - - CONSULTANT: ' I 4'- 1 1/2" ao I CONSULTANT: o 16'-3" o _ ' r. NOTES: ------------ " 1 I I :A 501.01 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... o 2'-0 1/4" f : = : The 3 _ , i I ' - - - •'J : A so1.o1 A GOLDEN MEAN 1 1'-2 5/8" ` G RO U P LLC 4'-6 °' Architectural Desig _ Facility Consulting 1 I I A 501.01 M 4'-6^. :. - Strategic Planning 1 I 4'_6�� ao 17 5' N EQ : EQ : ;- . - .' Arihfnl 'A 01,01 W - - = 1 Mercia L N ## ane, 2nd Floor Greenwich, CT 06830 co ------- --- 1 Lu M 3'-2"' ® _ 1 (203) 410-5783 voice 1 1 _ 1 I 04 1.618033988749894848204586834365638117720309... K M 1 1 gmg�golden-mean.cam 1 , 1 " 1 I 10'-7 1/8 4'-5 1/2" 1 JOB NAME: Peconic Landing 1 1 j Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 1 , 1 , 1 I 1 1 i-1uu1 SCALE: As Noted 1 � 1 DRAWN BY: FBR I � Project Number. 17-257 1 1 1 Zoning Approval: 1 Building Permit: BID Docs: 1 Construction Docs: 1 As-Built: I ARCy� y!`���•RYAN,✓,� �� UJ True North ''""'° -- I I I I Sheet No.: A— 1 V .V 1 —A Level 1 Proposed nit A v v SCALE: 1/4" = 1 x-10" DRAWING TITLE: Reflected Ceiling Plan -- A' A B C D E F Project North Unit A U -_• _ M N ermi a e - o e - - Unit0 : i 1 2 � When We Build,Let Us Think That We Build Forever.. _ OWNERSHIP AND USE OF DOCUMENTS — 0 Copyright 2022 - - By Frank B.Ryan,Jr.AIA — ---- - - - and — The Golden Mean Group,LLC - - - The drawings '"' -••,•• . .. '. ___ _ - _ and all the ideas,arrangements,designs,and — -- — -' plans indicated thereon or represented thereby -- - are owned and remain the properly of - - Frank B.Ryan,Jr.AIA Architect -- - --- — • -, and no part thereof shall be utilized by any person, firm,corporation,or entity for any -- - - __ — — = purpose whatsoever,except with the express — — • 77 written consent of - ---- _- -_-_ - - Frank B.Ryan,Jr.AIA _ _---- = _ -------- - --- and — — The Golden Mean Group,LLC. . . , ---- - - .. , •_ , - "� - . CONSULTANT: — — - -— CONSULTANT: .. . .. -1- , • NOTES: 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... • — - - _ — — --- The GOLDEN MEAN — — — — — — — — — — — — GROUPLLC _ _ --- Architectural Desig Facility Consulting Strategic Planning Skylight #1 Mercia Lane, 2nd Floor — ----- - --- ----- ---- — — — Greenwich, CT 08830 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... — - -- --- - ---- gmgnogolden-mean., JOB NAME: Peconic Landing Hermitage II B--Unit#020 _ — — — 1500 Brecknock Road Greenport, NY 11944 _ DATE: i i tuu t SCALE: As Noted - DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs; As-Built: SO ARC S.RYAH a � � K- 10 True North Sheet No.: '03 03 DRAWING TITLE: vv Roo_ f Plan -- Proposed Project North Roof Plan -- Proposed SCALE: 1/4" = V-0" M ii Hermitage — Model - - Unit _o : � � m 11 0 U, ca N w� 2227 cD S O Ap When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT: NOTES: 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987•.. The GOLDEN MEAN GROUPLLC Architectural Desig Facility Consulting Strategic Planning 717 -- -- .� 'TITFT111 1 i I I f- #1 Mercia Lane, 2nd Floor i -- - IL I Greenwich, CT 06830 — - - - — - - t� - S3 voice (203} 4107 5 - - — - s - 1 618033988749894848204586834365638117770309.. Level 2 - -- -- - _. . . - - - - - - - - -- - - _— -- -- - -- - 9 - 8 gmg�golden-meon.com I Peconic Landing 9 - ------------ Hermitage II B Unit#020 - ` �_-- 1500 Brecknock Road �3T, Greenport, NY 11944 Leve! 1 �1 1 I n DATE: I/ luu - Grade SCALE: As Noted -O DRAWN BY: FBR Project Number: 11-257 t. Zoning Building Permit Approval: J — -3 - 6 BID Docs: Construction Docs: As-Built: �f'o AR g RYAN North -- Proposed Unit A SCALE. 1/4 - V-0" C9 LU z Sheet No.: DRAWING TITLE: Building Elevation -- Unit AB North M Hermitage 11 - Model B - - Unit #019 0 yy � 9� gd o E U C 4 U 0 u' c� a, 'fl O 1 N C ^ J W, When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B.Ryan,Jr,AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT; NOTES: 0, 7,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.., The GOLDEN DEAN GROUPLLC Architectural Desig Facility Consulting Strategic Planning -i- — s �— - - - _-._ Greenwich, GT 06830 — _----� =-n (203) d 10-57u.3 voice --We - — - - - — - - - - 1.61803398874989484820458G8343G5638117720309,,, - -s - Levef 2 — — — — — — - - - � - — — — — 91 - 81, gmg(z,�olc'r-n-mean corn _,. --- -- - ---- JOB NAME: Peconic Landing Hermitage II B Unit#020 II - - - -- — -- ,�--- ; _ ---- 1500 Breaknock Road -- - i - - Greenport, NY 11944 Ln Level1 u - R" DATE: (uu t 01 Grade SCALE: As Noted — — —'— — DRAWN BY: FBR —I — I II III � � I — II I I II I I II II I I I I I —II II I I I II I II I II I -9 - 8 Project Number, 17-257 Zoning Approval; —111 III I I1 =11J.I 1-I1 E d 1-11 1 � _ Footing Building Permit: -3' - 6" BID Docs: Construction Docs: As-Built: �SiD ARcy r R ,A LU c 10 South -- Proposed Unit A Sheet No: — 6 ::o2 SCALE: 114" = 1'-10" DRAWING TITLE: Building Elevation -- Unit AB South W Hermitage I I - Model B - - Unit #019 �- ell � . m c0 U4 C7 0� `o 7 ^, J W � When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUt;17-NTS 0 Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC, CONSULTANT: CONSULTANT: NOTES: -�� - _ - - - ' 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.. The Tc _ GOLDEN MEAN LLC s�. GROUP Architectural Desig - - _ Facility Consulting ZDII�_'N _ __ - _� _ — — � S tegic PI ►ng - — - - — — — — — — — — — — — — — s — Level- 2 d1 #1 Mercia Lane 2nd Floor 91 - 811 Greenwich, CT 06830 (203) 410-5753 voice fill 1.618033968749894848204586834365638117720309... x ' _ d� = �r' — —LevelCiIgnlden-meon.com r�979 _ Grade _— JOB NAME: I I �_ — — I— — = Peconic Landing 11 I I II 11 I I I=1 J I I1_I=1 11I I I=III I I=1 11 =UE-11 - 1 -1 111 I =1 1 1 =1 I I I = �I 1 I =1 I IFootin g -3' - 6'. Hermitage II B--Unit#020 1500 Breaknock Road East -- PrODOSed Unit A Greenport, NY 11944 SCALE: 1/4" = 1'-0" DATE: ti tuut SCALE: As Noted DRAWN BY: FBR Project Number: 17-251 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: AR c/. RYAN 0 LU N Sheet No.: A tP"�, DRAWING TITLE: Building Elevation -- Unit AB East U Hermitage 11 - Model B - - Unit #019 0M L o 4 o ;_ a Ua o C1 rN U d Do CIO v CD rn -C C O N C y N 2 When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT: NOTES: _— - - - - - __ _ -- _ -- -- - -- - — -- 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.., a - The — - _ — GOLDEN MEAN — - -- - ROUPIIc _ -- - - FacilityConsulting Strategic Planning Level 2 r— — ` �- — ----- - — — - — — — — — — — — 91 - 8 f ---- I_ 7 1_7 . i I i i- .� z a Mercia Lan 2nd Floor - - - _______- ,t -- - I~ #1 M e, r - -= - Greenwich, CT 06830 ft]f—:- -------- - - -- -- - I - - - - - -- --- - - tj - . --- Illi I'. . _ —__- -- - ✓.` N ::1 El El -- - - ❑ ❑ ❑ --- I'r_- ------- ._ ;i'' — �__ - -_-- T (Z0:) 410-5783 voice D El El - _ � I u _l -"-`- : --' -_ -- -- ---_ `-- - 1.618033988749894848204586834365638117720309... - - _ _ _ _ Level 1 - — _ � a 1 ! - - r Z- 4L - '� gmgngolden-rneon.com _ __ � �: r �-,- f. .� _ Grade JOB NAME: Footin= Pec onic Landing -3 - 6 Hermitage II B--Unit#020 1500 Brecknock Road Greenport, NY 11944 =1 II = 111- 1 _ I 1 = I - 1= -f ( f—fff fff fff fff flfIII ( ( ff ( ffl ( ffffiffffIlff ( Ifflffi ( ff—ff (—ffffff—fi ( if (Tif ( ill—fllfff ( f (—fff ffl Ifl fff ffffff—fff flf f ( fff ( ffff West -- Proposed Unit A DATE: 1,Nted SCALE: As Noted SCALE: 114" = 1'-0" DRAWN BY: FBR Project Number: 1 1 257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 0 ARCRYAy yi lu AV Sheet No.; A DRAWING TITLE: Building Elevation -- Unit AB West Hermitage 11 Model B Unit #01 9 �A ' 2 /1 U C- When We Build,Let Us Think That We Build Forever Copydght2022 y e o en ean roup, The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. Level 2 V V 91 8� CONSULTANT: 1313 CONSULTANT: UA 13 13/\El 13 1113 NOTES: 7Y =F Level 1 Afr-� of - 1911 �-r 1. 73 - 11 . G ra 11 fF -------- 7-77-o, -- . 8 Fc I 0,1,1,2,3,5,8,13,21,34,55,89,144,23 The GOLDEN MEAN I I ��l I k�l I 1��El I —=I I F��l �d I 1—=l I=l I =I I 1=1 I 1 77: GROUPLLC -77: -- lonaituldinal Section 1 Unit A SCALE: "'-'1/411 = 1-011 Architectural Desig I Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5783 v= 1.618033988749894848204586834365638117720309... qmq@Dgo&n—meon.777 771 JOB NAME: Level 2 Peconic Landing 91 - 811 Hermitage 11 B--Unit#020 JdHl ff 1500 Breaknock Road GreenpolI, NY 11944 DATE: Il-lluul SCALE: As Noted DRAWN BY: FBR Project Number 17-257 4L Level 1 Zoning Approval: Building Permit: I—V BID Docs: Grade-*T Construction Docs: As-Built: =7 MI I I= R -I I El I IEI —I El F1 I I I Ed I F' ' MI I�E' M F, -I -III-- I I W= -III . . . —I I= --IIIE HE I I-111- 11 11 —111 Ell FEE17:'7,711 -III- I I- Sheet No.: .01 -A 2Lon itudinal Section 2 -- Unit A DRAWING TITLE: SCALE: '11/4" V-0" Building Sections -- Unit A 0 i i C Hermita e 11 Model B Unit #01 9 �A O < O w9 CU u qua F— U {- C O c 0 r - 11 1/8" . • _ Roof Truss 5'-0" , Above • - - - - - - ° - - Iii When We Build,Let Us Think That We Build Forever w Asphalt Shingle Roof EQ- EQ. : 151b Roofing Fel OWNERSHIP AND USE OF DOCUMENTS 1/2"CDX Plywood O Copyright 2022 10d Nails: 6"@ends By j "• •'I v _ 12" in Field y Frank B.Ryan,Jr.AIA 2x Plate Trusses @ 24"o.c. and `r' R-30 Batt Insulation. The Golden Mean Group,LLC -- ---- i -- _ . The drawings ' � • and all the ideas,arrangements,designs,and . plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AI Arc Level 1 - Pro _ osed Unit A Cal lout 2 . ; „ � � � . A Architect �� — ,� '_ _ _ Level and no part thereof shall be utilized by any SCALE: 1/2 - 1 -0 - person, firm,corporationorentity for a ny purpose what , with e express s 3'- 1 5/8" 6" written consent o 1. Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. Wood Soffit w/Ventilation CONSULTANT: ao M Vinyl Clad Window Level 1 -- Proposed M nit A - Ca I lout 1 I Low-E, Double Glazed. M CONSULTANT: SCALE: 1/2" = 1'-0" I I NOTES: 6'-3 1/8" I I 9 I 5'-0" L \ ` I1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... \ Angled Gusset Plate 4'-5 1/8" 6-Panel Howe Truss Member. Cut as shown. r-, 2'-2 1/2" 2'-2 1/2' I The GOLDEN MEAN \� 7 GROUPLLC 71 �\�\ Header Assemby Between Truss I Architectural Desig Members @ Facility Consulting MBR Section 1 -- Unit A Shaft Opening. Strategic Planning SCALE: 1/2"= 1'4" 2x4 Shaft Wall - - - -- - - - - - - - - - - - - - = 2x6 Framing @ 16"o.c. 2'-6" 2'-6" / R-19 Batt Insulation. 5/8"G Bd. Interior. 2x4 Ledger attached Shaft Wall 1/2"CDX Plywood w/ To Shaftwall Framing 1/2"3/4" Hardie Plank Clapboard. w/Angled Gusset Plate @ Cut Truss Member. / (Typ.) /��/� #1 Mercia Lane, 2nd Floor Flanking Flanking Greenwich, CT 06830 / Truss Truss Member Member _ Level T._, _................_... . _ .......,................._.. — — / 2x4 GB Ceiling \ 0' _ $�� (203} 410-5783 voice Clip Joists to -_ -_' - -_ -_ -_ '_ -_ -_ -_ -_ -_ -_ -_ -_ I 2x10 Floor Framing @ 16" o.c. NEEmm Underside of \ — 3/4"CDX Plywood. 1.618033988749894848204586834365638117720309... Roof Trusses w/ of 3/4"Wood Finish Floor. Simpson Ties. r Verify Underside Elevation of Trusses. Coordinate w/Elevation a 11 gmg�golden-mean.com .• 11 e of Tray Ceiling. 5'-8- _ — _ ;a°I 1' _ Grade -0' $,1 JOB NAME: d Peconic Landing °- 1 New Sister Joist to Existing Truss Member <I 1 _ I— I—I — To Be Cut d �°A Concrete Foundation with Hermitage II B--Unit#020 Framing Pattern. — 12"x 18" Footing, Keyed. 1500 Brecknock Road ° II I- °' ' Q` 1111 111 Greenport, NY 11944 Dampproofing IJ 1 1 I— I— Perimeter Drain DATE: 11-1-10011 :d _ SCALE: As Noted _ DRAWN BY: FBR Project Number. 17-257 7777= . '� I _Footin Zoning Approval: 1.1 — _3, _ �„ Building Permit: BID Docs: Construction Docs: a a a � _ • ; � � As-Built: AR¢ ti r _ � ,e° ,d _e• .°� ,6• . Steel Reinforcing �� ��•RYAN,� F� —I a Skvlliia- ht Section 1 -- Unit A4SCALr.Sk li ht Section 2 -- Unit A —_ _ i -�_ = ° SCALE: 172" = 1'-0" —1a'=1'-0" 1 11= �i I I—III—III I 40, Sheet No.: tO '' 1 —A III—IIIIII—III—III—III— I I I DRAWING TITLE: Detail Sections -- Unit A 2 MBR Section 2 -- Unit A SCALE: 1/2"= 1'-0" U - ' co_ W Hermitage - Model 11111111111111Unit o��' f 0 I" r � 8 �(� u L M , I I . . �I- I - I I . . I -1 . I . L , , . , . I I I , i. , . . . '� � . . 0 . A - . - . ... ... . . ... .' .: , : : � to :- : , , ..' '-.-.... ... I '� . . . . I . . I . 10 . I IL . — — — — — — When We Build,Let Us Think That We Build Forever... . -----,----- . — --- (!) . t. . .... ...'.•.. = --- --- - - - - - ------ OWNERS UMENTS • � � 1. P AND USE OF DO - . - .. • • .- - .• -- HI© 02 _ _ . INT Floor Schedule Copyright 2 2 • • . - By • . . . : • . ._ Frank B.Ryan,Jr.AIA , . . T e Mark Yp T e Area Perimeter .,. - - � - YP - _ _ .. and , , ' • : ' . . - The Golden Mean Group,LLC . .. . . - - - - . - - - . •- - - • - - - . . - • „ ,� , - 7 - - . - - , FL-01 Finish Floor Vin 14 1/4 190 SF 1. , . Y The drawings . drr ' g.. _.. , _ .-� - .. , , , _ . . . , . -• .. , - and all the ideas,arrangements,designs,and - I '[ - - ' • - - plans indicated thereon or represented thereby . . .•. ... .- P Y P ' ' I . • - .. - ' - ' ' - ' - - _ FL-02 Finish Floor Vin 112" - 1/4" 365 SF 111' are owned and remain the property of . '':: .: ,., ` - - . ' - ' • - - - - - M ------- - --- . - -• . -, . ' - . • - , . . .. 1. : , . . - - - - ' - - . . . - H - - -- Y I O O i Frank B.Ryan,Jr.AIA Architect ` '' - ' , • --- \ and no part thereof shall be utilized by any - - - . _ _ _ . . . _ • _ / , person, firm,corporation,or entity for any __--- ",� FL-03 Finish Floor Wood Strip 1470 SF 410 . 1 I .• purpose whatsoever,except with the express - � . . . written consent of Frank B.Ryan,Jr.AIA and _ _ '• .. � - _ - I' . The Golden Mean Group,LLC. `s, ` • : . .• - . ' - ;, . - CONSULTANT: ' ' • r .- • fi� - . IM _ I - - - , - . -. . . . *. ' ., . .. , , - — j. - - " . . . ' , . . . _ _ ''. - i CONSULTANT: - Il- - .. - , f .. - ia I . . . . • . - • ' • . . INT -- Room Area Schedule -- Unit A % , . Number Name Area De Department NOTES: , . / : ' i -' • • , o - . ' . ' ! ' _ Unit A . ... . .. . . . _- 1 - - - ------.-"------____.---..-_------ _.___._---_---._.. -.. A 01 M Bedroom 239 SF Unit A ! \' - _H o ----- A-02 M. Bath 60 SF UnitA .- - . _ � -- ----- , . • . ' . ' : \ - _ = A-03 Living 261 SF Unit A . �� I .. --� . . G'. 1�1 A-04 Garage 254 SF Unit A :, \ - - o o g 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... . ' ' - '. _'. ..- . � o A-05 Laundry 33 SF Unit A . .'. .,. .. � :. .' . " - - - . ' : — .. - - .--_ ; ` -• - - - A-06 Foyer 53 SF Unit A • ' ' � • . — - - � A-07 Kitchen Area 245 SF Unit A The I, A-08 WIC 36 SF Unit GOLDEN MEAN - \o/ O � ! A-11 Pwdr. 46 SF unit A GROUPLLc O ' - - - ' - - l , - A-12 CIO. 17 SF Unit A - THI A-13 Mech. 67 SF Unit A - : - „. �—I 11 I 11 11 A-14 Storage 17 SF Unit A . - I - . - . L I -4 Added Window . A-1 -. = . . - . , , . _, - _ � `�i 5 Entry Hal! 58 SF Unit A Architectural Desig 10 . �' } 0 1 Facility Consulting 385 SF . - -` '- Strategic Planning _ i� 4 Unit B . _ 1.I. - �!� B-01 M. Bedroom 292 SF Unit B B-02 M. Bath 64 SF Unit B • . . ' - € l"k ► B-03 Kitchen 167 SF Unit B :` i — B-04 Garage 244 SF Unit B #1 Mercia Lane, 2nd Floor = j.1 B-05 CIO. 19 SF Unit B Greenwich, CT 06830 1 , ' B-06 Mech. 65 SF Unit B ,.. . - B-07 Living Area 274 SF Unit B -• -.' ' _,- ; i B-08 WIC 56 SF Unit B (20- 4�0-- �ai�e - -. - ' , -, : - ' ' D o A = B-10 Hall 27 SF Unit B - - 1�1 - B-11 Laundry 17 SF Unit B 1.618033988749894848204586834365638117720309... _ _O- �o - - - - - - _ — -_-__ ____ o B-12 Pwdr. 34 SF Unit I - _ — — — — — — — -- - B-13 CIO. 22 SF Unit B qmg@golderi-mean.comI i; , _ . . • . , 1 . B-14 Storage 17 SF Unit B ' - . r- — 7- — � 't I 1296 SF JOB NAME: - -' . ' ' , I1.. _ _ Peconic Landing Hermitage IIB--Unit#020 'i ;. _ : ; _ . _ , ; °� 1500 Brecknock Road ' � '14, Greenport, NY 11944 - ' • . � . — r — — r — O O I DATE: 1/-1UU1 0 - - - As ote ' I I SCALE. N d . ... . ' ; -.. - . -, , ' O DRAWN BY: FBR 11 l - . , ' - . . - _ --_-__— —.-----_ t Project Number. 17-257 . : . 7'a .- - -- ---- -- - - _�—_ U Cl) Hermitage 11 - Model B -- Unit #01 90 ARC -- Door Schedule -- Existing ARC -- Door Schedule -- Proposed o E Y�� Door Door ca L U c 11 ti V N Number Size Family Comments Number Type Family Comments w o c o cu an E-01 36" x 80" Single-Flush N-01 32" x 80" Door-interior-Single-Pocket-2 Panel-Wood E-02 36" x 80" Bi-Fold_Panel_267 N-02 36" x 80" Single-Flush U E-03 30" x 80" Single-Flush N-04 32" x 80" Door-Interior-Single-Pocket-2 Panel-Wood n " E-04 32 x 80 Door-Opening N-05 (2) 2'-0" x 6'-8" TS6000_Double_8971 E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood-Clad Exterior N-06 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad E-06 36" x 80" Single-Flush N-07 48" x 80" Door-Interior-Double-Sliding-2_Panel-Wood \ When We Build,Let Us Think That We Build Forever... E-07 72" x 84" Door-Double-Sliding N-08 (2) 2'-0" x 6'-8" TS6000 Double 8971 E-08 72" x 84" Door-Double-Sliding N-09 36" x 80" Door-Interior-Single-Pocket-2 Panel-Wood OWNERSHIP AND USE OF DOCUMENTS E-09 60" x 84" Bi-Fold_Panel_268 N-10 (2) 2'-0" x 6'-8" TS6000_Double 8971 © Copyright 2022 By E-10 36" x 80" Door-Opening N-11 (2) 2'-0" x 6'-8" TS6000_Double_8971 Frank B.Ryan,Jr.AIA and E-11 36" x 80" Single-Flush N-12 48" x 80" Door-Opening The Golden Mean Group,LLC E-12 36" x 80" Single-Flush N-13 48" x 80" Door-Opening The drawings E-13 36" x 80" Door-Opening N-14 32" x 80" Door-interior-Single-Pocket-2 Panel-Wood r r and all the ideas,arrangements,designs,and \ i plans indicated thereon or represented thereby E-14 36" x 80" Single-Flush N-15 48" x 80" Door-Interior-Double-Slid ing-2_Panel-Wood are owned and remain the property of E-15 42" x 80" Door-Opening N-16 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad Exteriorr Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any E-16 48" x 80" Bi-Fold Panel 268 N-17 96" x 84" Door-Garage-Embossed Panel person, firm,corporation,or entity for any purpose whatsoever,except with the express E-17 48" x 80" Door-Opening N-18 36" x 80" Bi-Fold-Panel-267 written consent of E-18 68" x 80" Door-Interior-Double-Sliding-2 Panel-Wood N-19 32" x 80" Single-Flush Frank B.Ryan,Jr.AIA and E-19 36" x 84" Bi-Fold Panel 267 N-20 36" x 80" Single-Flush D El El El The Golden Mean Group,LLC. E-20 48" x 80" Door-interior-Double-Sliding-2 Panel-Wood N-21 54" x 80" Door-Opening CONSULTANT: E-21 48" x 80" Bi-Fold-Panel-268 N-22 (2) 2'-0" x 6'-8" TS6000 Double 8971 E-22 32" x 80" Door-Interior-Single-Pocket-2_Panel-Wood N-23 (2) 2'-0" x 6'-8" TS6000_Double_8971 ❑ ❑ ❑❑ E-23 60" x 84" Bi-Fold-Panel-268 N-24 96" x 84" Door-Garage-Embossed-Panel E-24 96" x 84" Door-Garage-Embossed -Panel N-25 42" x 80" Door-OpeningL-1 L-1 EIt CONSULTANT: E-25 96" x 84" Door-Garage-Embossed Panel N-26 (2) 2'-0" x 6'-8" TS6000 Double 8971 E-26 36" x 80" Door-Opening N-27 32" x 80" Single-Flush 90 Minute Door N-28 (2) 2'-0" x 6'-8" TS6000_Double_8971 NOTES: ARC -- Door Schedule -- Demolition Door Number Door Size Family Comments E-01 36" x 80" Single-Flush E-02 36" x 80" Bi-Fold-Panel-267 r 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... E-03 30" x 80" Single-Flush E-04 32" x 80" Door-Opening The E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad GOLDEN MEAN E-06 36" x 80" Single-Flush E-07 72" x 84" Door-Double-Sliding ' , � GROUPLLc E-08 72" x 84" Door-Double-Sliding E-09 60" x 84" Bi-Fold Panel 268 E-10 36" x 80" Door-Opening \\ \\ Architectural Desig E-11 36" x 80" Single-Flush Facility Consulting E-12 36" x 80" Single-Flushg g Strategic Planning E-13 36" x 80" Door-Opening E-14 36" x 80" Single-Flush E-15 42" x 80" Door-Opening E-16 48" x 80" Bi-Fold_Panel_268 \ E-17 48" x 80" Door-Opening #1 Mercia Lane 2nd Floor E-18 68" x 80" Door-Interior-Double-Sliding-2 Panel-Wood Greenwich CT 06830 E-19 36" x 84" Bi-Fold—Panel-267 E-20 48" x 80" Door-Interior-Double-Sliding-2 Panel-Wood / E-21 48" x 80" Bi-Fold-Panel-268 / (203) 410-5783 voice E-22 32" x 80" Door-Interior-Single-Pocket-2-Pan el-Wood E-23 60" x 84" Bi-Fold-Panel-268 /n� 1.618033988749894848204586834365638117720309... E-24 96" x 84" Door-Garage-Embossed Panel Doors r~ gmg�go den—mean.com E-25 96" x 84" Door-Garage-Embossed Panel SCALE: 1/4"- 1 -0 E-26 36" x 80" Door-Opening JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 17-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: ARCN RYAN✓� /��,a LU .� tL' Sheet No.: 1 -A DRAWING TITLE: Door Schedules & Details -- Unit A J � ■ eri aModel -- Unit0 ; xd. N ' oMo C= ARC -- Window Schedule -- Existing Mark Type Family Sill Height—T— eight Comments o W 0 •� C E-01 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 611 � '•. C E-02 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 611 E-03 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 E-04 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-05 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 2' - 0" r When We Build,Let Us Think That We Build Forever... E-06 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 01' E-07 2856 Win dow-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-08 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" OWNERSHIP ANDSghtOFFDOCUMENTS Copyri2022 E-09 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 0" By Frank B.Ryan,Jr.AIA E-10 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 21 - 011 and E-11 2856 Window-Double–Hung-Marvin-Cottage Style-Wood Ultimate Z - 011 The Golden Mean Group,LLC E-12 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" The drawings and all the ideas,arrangements,designs,and E-13 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 611 plans indicated thereon or represented thereby are owned and remain the property of E-15 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 31 - 6" Frank B.Ryan,Jr.AIA Architect E-16 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 31 - 611 and no part thereof shall be utilized by anyperson, firm,corporation,or entity for any E-17 2856 Window-Double Hung-Marvin-Cottage Style-Wood_Ultimate 2' - 0" purpose whatsoever,except with the express written consent of E-18 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 01' Frank B.Ryan,Jr.AIA and E-19 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" The Golden Mean Group,LLC. E-20 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-21 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate T - 61' Windows '– /`1-602.01 CONSULTANT: SCALE: 1/2" = 1'-0" CONSULTANT: ARC --Window Schedule -- Demolition Mark Type Family Sill Height Comments NOTES: E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 611 E-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 611 E-11 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-13 2630 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 41 - 611 E-15 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 3' - 6" E-16 2630 Window-Double Hung-Marvin-Cottage_Style-Woad Ultimate 3' - 6" 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... E-21 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 3' - 6" The GOLDEN MEAN GROUPLLC Architectural Desig Facility Consulting Strategic Planning ARC -- Window Schedule -- Proposed Mark Type Family TSill Height Comments N-01 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 6" #1 Mercia Lane, 2nd Floor N-03 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" Greenwich CT 06830 N-04 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" ' N-05 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 6" N-06 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 (zo3) 410-5783 voice N-07 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-08 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 1.618033988749894848204586834365638117720309... N-09 2630 Win dow-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 611 N-15 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" gmg@g°Iden—mean.c°m N-16 2630 Win dow-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 0" N-17 44" x 46" Skylight-Flat JOB NAME: N-18 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 6" Peconic Landing N-19 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 6" Hermitage II B--Unit#020 N-20 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 6" 1500 Breaknock Road N-21 44" x 46" Skylight-Flat Greenport, NY 11944 DATE: 17-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: ARC -- Window Schedule-- ORDER As-Built: Head Daylight Egress Phase Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window Phase Created Demolished URL Comments Sp ARCy� 44" x 46" Skylight-Flat New Construction None y ' e 44" x 46": 2 C9 UJ 2630 Wind ow-Double_Hung-Ma rvin-Cottage_Style-Wood_Ultimate 14 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com � Q 2630: 16 �e � �yj� � -7A2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 10 SF Marvin Windows and Doors Sheet No.:WUDH3024/36 No www.marvin.com 7 2856: 18 DRAWING TITLE: Window Schedules & Details -- Unit A Hermitage 11 Model B Unit #01 9 �A INT-- Casework Schedule -- Base Cabinets --A-604.1 U a F s CD Comments Type Mark Family and Type Description Width Height Depth w 3 .- ELEC -- Specialty Equipment Schedule --A-604.01 # - - - o Family and Type 10A Type Mark a #10A B-2 Base Cabinet-Single Door & Drawer: 24" 21 - 011 2' - 10 1/2" 2' - 0" o N #10A B-6 Base Cabinet-Single Door: 24" 21 - 011 2' - 10 1/2" 2' - 0" U #10A B-8 Base Cabinet-Double Door Sink Unit1: 36" 31 - 011 2' - 10 1/2 2 - Off OF a F- Microwave-Vent Hood When We Build,Let Us Think That We Build Forever1111 ... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 - - � 00 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC DW I I The drawings and all the ideas,arrangements,designs,and — — plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and INT -- Casework Schedule --Wall Cabinets -- A-604.1 The Golden Mean Group,LLC. Comments Type Mark Family and Type Description Width Height Depth OBase Cabinets'- A-604.01 CONSULTANT: 0 SCALE: 1/4" = 1'-0" #10A #10A U-01 Upper Cabinet-Single Door w Glass-Wall: 24" Long 2' - 0" 31 - 6" 1' - 0" 0 0 #10A U-02 Upper Cabinet-Double Door w Glass-Wall: 36" Short 3' - 0" 1' - 6" 11 - 019 CONSULTANT: #10A U-03 Upper Cabinet-Double Door w Glass-Wall: 32" Medium 21 - 811 21 - 011 1' - 0" #10A U-12 Upper Cabinet-Double Door w Glass-Wall: 36" Long 31 - 011 T - 61' 1' - 0" NOTES: Range 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN GROUPLLC Architectural Desig INT -- Casework Schedule -- Vanities -- A-604.1Facility Consulting Strategic Planning Comments Type Mark Family and Type Description Width Height Depth J Wall Cabinets -- A-604.01 V-01 Vanity Cabinet-Double Door & 4 Drawer: 36" 3' - 0" 21 - 51/211 21 - 011 SCALE: 1/4" = 1'-0" V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" 5' - 0" 21 - 51/211 21 - 011 Li U #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 INT -- Casework Schedule -- Counters -- A-604.1 Comments Type Mark Family and Type Description Width Height Depth Refrigerator (203) 410-5783 voice 1.618033988749894848204586834365638117720309... C-01 Counter Top-Island: 48" Depth 31 - 0" 4' -1211 gmg@golden—mean.com C-02 Counter Top: 24" Depth T - 011 2' - 1" C-03 Counter Top-L Shaped: 24" Depth 3' - 0" 2' - 1" #10A JOB NAME: #10A C-01 Counter Top-Island: 48" Depth _F3'_- 0" 4' - 2" Peconic Landing 0 0 0--- 000 Hermitage II B--Unit#020 0 1500 Breaknock Road W D Greenport, NY 11944 DATE: 11-1 UU1 SCALE: As Noted INT -- Casework Schedule B -- Vanities DRAWN BY: FBR Project Number. 17-257 Comments Type Mark Family and Type Description Width Height Depth r -1 Zoning Zoning Approval: Building Permit: BID Docs: L - _ J Construction Docs: V-01 Vanity Cabinet-Double Door& 4 Drawer: 36" 3' - 0" 2' - 5 1/2" 2' - 0" Washer Dryer As-Built: V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" 51 - 011 21 - 5 1/2" 2' - 0" Counters -- A-604.01 SCALE: 1/4"= 1'-0" Ep ARC '�T RYA1y �CtiJ► t9 LU Kitchen Equipment -- A-604.01Ile SCALE: 1/2" = 1'-0" 1 -A Sheet No.: See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: Casework & Specialty Equipment -- Unit A m 4r1 W nm Hermitage 11 - Model B - - Unit #019 0 N � 0 O E ca � � c •�.1 W' U N w 4 FLOOR SPAM TABLES FIRE-SAFE CONSTRUCTION ALLOWABLE MOLES -- -- ------ -------- --- L/480 Live Load Deflection How to Use These Tables Minimum distance from Table A Minimum distance from Table B ° For over 40 years,prefabricated wood I joists and other Weyer7aeuser building products have established a record of safe and reliable erforntance 40 PSF live load/10 PSF Dead Load 40 PSF live Load 120 PSF Dead Load 1. Determine the appropriate live loaf deflection "" P Depth Tll No field cut hales in r It round hales may he cul ; in millions of structures.Many of these structures,such as one-or two-family residential dwellings,do not require specific fire resistance ratings per 12"o.c. 16"o.c. 19.2"o.c. 24"O.C. 12"o.c. 1 16"o.c. 19.2"o.c. 24"o.c. criteria. hatched zones anywhere in web outside (D building codes but may require unrated membrane protection,The information below is intended to het you specify and install Trus Joists 210 i 71-9* I 15'-6" 14'a" 13'a" IT-9- 15'-6' 1a'-3' 12'-9" of hatched away if they are y q p p y p y products gy4» 210 II'-9" 16'-3" 15'-4" ]4'-3" 11'-9' 16'•3" 15'•4• 14'-0" 2. Identify the live and dead load condition. ' -located 3'away horizontally F— with fire safety in mind. 230 18'-3' 16'-8' 15'-9' 14'-8" l8'-3" 16'-8" 15'-9' l4'-8" 6" ❑ U a 0 Q , i (edge-to from a 3. Select on-center spacing. �°8 6' _�_ larger hole. 110 20'•2' 18'-5" 17'-4' 15'-9"''1 20'-2" 17,-8„ 16'-1"11i 14'-4"." 8 One-Hour Assembly for Rated Construction Suggested Minimum Memhrane Protection r, ,,,, 4. Scan down the column until you meet or exceed the 2 x D;�D Closely grouped mond L, 2 x L �-- 110 2Y-1" 19'-3" 18'-2" 16'-11" 21'-1' 19'-3" 17'-8" _ I, 9 for Unrated Construction 111/e" 230 21'-B" 19'-10" 18'-8' 17'-5" 21'-8" 19'-10" 18'-7" 16'-7''•t span of your application. 16' L, minimum holes are permitted if minimum D' 6" 6" 360 22'-I I" 20"11" 19'-8' 18'-4" 22'•11' 20'-11" 19'•8" 17'-10 5. Select Tll'g hist and depth, (applies to all the group perimeter On not cut holes larger When We Build,Let Us Think That We Build Forever.. Double Layer Single Layer 560 26'1" 23'8" 22'4" 20'-9" 26'I" ?3'8" 22'-4" 10'-9'i1t 1 p holes except meets requirements for than IM'in cantilever knockouts) round or square holes 110 22'-10' 20'-11" 19'•2" 11'-2"':, 22'-2" 19'-2" 17'-6'11, 15'-0",'t - - -- -19--2 - - 21D 23'-11" 21'-10" 20'8` 18'-10.- 23'-I1' 21'-1" "It' 16'•7"'t' General Notes Table A—End Support (Minimum distance from edge of hole to inside face of nearest end support) ,r F 14" 230 24'-8' 22'-6" 21'-2" 19'-9"" 24'-8" 22'-2" 20'4401 17'-6"!11 OWNERSHIP USE OF DOCUMENTS 360 26'-0" 23'-8' 22'-4" 20'-9"111 26'•0" 23'-8" 22'-011 11'.10"01 ■ Tables are based on: Depth Til® Round Hole Size Square or Rectangular Role Size Copyright 2022 u u - Uniform loads. 1" 3" 4" S" 644" 7" 8%" if" 13" 1" 3" 4" 5" 614" 7" 6r/e" tT" 113" g l � /�IL 560 29'-6" 26'-10" 25'-4' 23'-6` 19'-6" � 16'-10" 25'-4'' 20'-11" , Y 110 25'-4' 22'-6" 20'•7'111 18'-1',+i 23'-9' 20'-1"(11 18'•9"'11 15'•0"ro - More restrictive of simple or continuous span. 110 l'-0" 1'-6` 2'0" 3'•0" 5'•0" 1'0` 1'-6" 2'-6" 3'-6" 4'-6" - 210 F-0" 1'-6' 2'-6" T-0" T-6' F-0' 2'-0" 2'-6" 4'-0" 5'-0" Frank r.AIA yon,,_ „m _ •u n �i � r i n �210 26'-6' 24'-3" 22 6 ! 19'I I 26'-0" 22-fi 20-1 16-7 I Clea distance ce between supports t " and l 1 16" 23(1 2T-3' 24'-10" 23'-6" ! ?1'-I"u, TT-3" 23'-9" 21'8''I' iT-6'111 - Minimum bearing length of 13.`end(no web 9A q301'-6" 2'-0" 2'-6' 3'-6" T-6' I'-0` 2'-0" 3'-0' 4'-6" 5'-0" / (� '"3'? The Golden Mean Group,LLC (3 j 5? 2r C) , "• 1'-6" 2'-0" 3'-0' 4'-O" 6'-0" 1'-6" 2'-6" 3'-6" 5'-D" 5'-6"360 28'-9" 26'-3' 24'•8""1 21'-5'111 18'-9' 26'-3""' 22'-4"',! 11'•1D"mstiffeners)and 312 mtermediat.560 32'-8" 29'-8' 28'-0" 25'-2";t' 32'_8' 19'-8' 26'-3"'t, 20'-11"111 F-6" 2'-6' 3'•6' 5'-0" T'-O" 2'-0" T-0" 4'-0" 5'•6' 6'-0" ■ Assumed composite action with a single layer of 110 t'-D" i'-0" F-6" ?'-0" 2'-6" 3'-0" 5'-6` F-0" 1'-6" 2'-0" 2'-6' 4'-6" 5'-0" 6'-0" The drawings I. 48/24 tongue-and-groove,span-rated sheathing(Exfosure 1),glued with a 1. Appropriate span-rated sheathing(Exposure 1). 24"on-center span-rated,glue-nailed floor panels 210 1'-0" 1'-6' 2'-0" 2'-0" T-0" T-6' 1 6'-D" t'-0" 1'-6" _ 2'-6" 3'-D" 5'-0" 5'-6" 6'-6' and all the ideas,arrangements,designs,and subtloor adhesive and nailed. L/380 Live Load Deflection (Minimum Criteria per Code) for deflection only.When subnocradhesive is not 117/6" 230 I'-0" 1'-6' 2'-0' 2'-6" 3'-0" 3'-6" 6'-6' 1'-0' 2'-0" 2'-6` 3'-6` 5'-6" 5'-6" T-0'_ plans indicated thereon or represented thereby 2. TJt"''joist 2. Two layers of SA*Type)(gypsum board complying with ASTM C1396 or two layers i applied,spans shall be reduced 6'for nails and 360 11-6" 2;-0" T-0; 3.-6° 4'-6. 5'-0" ! 7,0" F-6" 2'-6" 3'-6" 4'-6' 6'-6" 6'-6" 7'-6' are owned and remain the property of 3, Slagle layer of%,"gypsum hoard De th Tilo 40 PSF live load 110 PSF Dead load 40 PSF live Load!20 PSF Dead load 12"f or proprietary fasteners. 560 I-6 2'-6- 34' 4'4' 5'-6- 64' ! 8--0- 2'-6' 3'-6" 4'-6" 5'-6' T'-0" T-6" 8'-0" Frank B.Ryan,Jr.AIA Architect of Y4"Type C gypsum board. p 12"o.e. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.e. 19.2"o.e. 24"o.c. Y • For continuous 5 110 1'0" f 1'0" 1'0" 1'0" 1'-6" 1'0' 3'-0" 5'6" 1'-0" 1'-D" 1'6" 2'0" 3'-6" 4-0" 6'-0° 8'-0" and no art thereof be utilized b an 3. TX' asst 110 18'-9' 1T-2" 15'-8" : 14'-0" 18'-1" 15'-8" 14'-3" 12'-9" pans,ratio of shod span to long P Y Y I 210 U-0" Y-O" F-0" 1'-6" 2'-0" 2'-6" 3'-6" 6'-0' 1'-0" Y-D" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" person, firm,corporation,or entity for an 914" 210 19'•8" 18'-0" IT'-0" 15'-4" 19'-8" 17'-2' 15'-8" 14'-0" span should be 0.4 or greater to prevent uplift. P P Y Y 14" 230 I'-0" � I'-D' !'-0" 1'-6" 2'-6" 2'•b" 4'-0" T-0" 1'-0' 1'-D" 2'-0" 3'-0' 4'-D" S-0" 1'•0' 9'-0" 4. 344"-thick glass fiber Insulation(optional) I whatsoever,except with the express 230 20'-3" 18'-6" 11'-5" I6'-2" 20'-3' 18'-l" 16'-6' 14'-9" purpose P P ■ Spans generated from Weyerhaeuser software may 360 1'-0° r 1'-0' 1'-6" 2'-6" 3'-6' 4'-0" 5'-6' 8'-0' 1'-0" 1'-6" 2'-6" 4'-0' 6'-0" 6'-6" 8'-0' 9'-6" 5. Resilient channels(required if insulation is used,optonal it insulation is 110 22'-3" _ 19'-4`_ ]1'-8` 15'-9"" 20'-5" 1T-8" 16'-1"'j1 14'-4"71 560 F-0' ! F-0' 2'-0' 3'-0" 4'-6' 5'•o" 6--6" 9'-0' Y-6" 3'-0" 4'-0" 5'-D" 7'-0" T-6" 9'-0' !0'-0" written consent of omitted) 210 23'•4" 21'-2` 19'-4' 11'•3"171 22'-4' 19'-4' 17'-8" 15'•9";u exceed the spans shown in these tables because Frank B.Ryan,Jr.AIA software reflects actual design conditions. 210 I'0" 1'0" 1'-0" 1'0" 1'0' 1'6° 2'-6" 3'-6" 6-0" 1'-0" 1' 0" I'-0" 2'-0" 3'0" 3'-6" 6'-6' 8'-0" 11'-0° Y Infertek hst,ngs: lir/a" 230 24'-0"_ 2!'-11" _ 20'-5" _ _ 18'-3fr 2X-7' 20'-5"_ 18'-7"r 16'-Tllr ta» 230 1'-0" i Y-0" 1'•0" 1'•0" I'•6' _F-6' 1 3'-0' 4'-0" 7'-0' 1'-0" Y-0" 1'-0" 2'-0" T-6" 4'-0" 7'-0' 9'•0" 11'-0" and WNR FCA fiD 01(no channels) 360 25'-4' Z3'-Z" Zf'-10" 20'-4" ZS-4" ZJ'•2" Z/'-Ton"1 I7'-10"t 1 ■ For mufti-family applications and other loading 360 1'.0" Y-0" F-0" I'-0" 2'-6" 2'•6" 4'•6' 6'-6" 9'-0" 1'-o" 1'-0' Y-6" 3'•0" 5'-0" 5'-6" 9'•0' 10'•0" I1'•6" The Golden Mean Group,LLC, 560 28'-10' 26'-3" 24'-9" ! 23'-0" ?8'-10" 26'-3" 24'-9" 20`-11"S1' conditions not shown,refer to Weyerhaeuser 560 1'•0" 1'•0" 1'-0' 1'-0' 2'•6' IF-0- WNR FCA 60.03(with rhan.tels) 3'•0" 5'•0" 7'•6" 10'•0" Y. 2'•0" T-0" 4'•6' 6'-6" 7'-0" 10'-0" 12'•0" 110 24'-4' 21'-0" 19'-2" 17'-2"'11 22'-2" l9'-2" 17'-6"111 15'-0",+( software or to the load table on pave 8. Table B—intermediate or Cantilever Support 210 26'-6` 23'-1' 21`-1' 18'•10"+71 24'-4' 21'-1" 19'-2'11' 16'-7'+11' CONSULTANT: rormore inlormadononfireassemblies and 6n•saleconstruction, rvisit leasee%serco Weyerhaeuser fira-FatedAssemblies and Sprinkler Systems guide,Tl•1500. 14" 230 27'-3' 24'-4" 22'-2" 19'-10"171 25'-8' 22'-2" 20'-3"111 17'-6'ltt (Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support) or visit weyerhaeusercom/woodproducts. 360 28'-9" 26'•3' 24'-9"0" 21'•5',u' 28'-9' 26'•3"1'r 22'-4.01 1T•10'+tl Round Hole Size Square or Rectangular Role Size 560 32'-8' 29'-9" 28'-0" 25'-2"il' 3?'-8' 29'-9" 16'-3"r�1 20'-11.31 Depth 111® 1" 3" 4" 5" 6Yx" 7" 8'A" 11" 13" 1" 3" 4" 5" 644"g 7" 8'/a' 11" 13" 1110 26'.0' 22'•6' 20'-7"", 18'-1",', 23'-9" 20'-1"t„ 18'-9'' 15'-0'i1` 110 2'-0" ' 2'-6" _T-6" 4'-6" 7'-6" F-6 2'-b" 3%6" 5'-6' _ 6'-6" i_ - TIPS FOR PREVENTING FLOOR NOiSE Live load deflection is not them factor 210 28'-6' 24'-8" 22'-6"til 19'-11'i11 26'-0" 22'-6'11} 20'-1',11' 16'-1't11i 210 2'-0" 2'-6" 3'-6' S'-0" 8'-0" 2'-0 3'-0" 4-0" 6'-6" 1'-6'that affects how a Poor will ! 16" 230 30'-11, _ _26'-0`_ 23'-9" 21'-1"1f1_ 27'-5' 23'-9" 21'-8"D 17'-6"111 To more accurately predict floor performance, 9%" 230 2'-6" 13'-0" 4'-0' 5'-6" 8'-6" T-0" T-6" 4'-6' 6'-6' T-6" -- ---- - w ec 360 31'-10" 29'-0- 26'-l0'iu, 21'-5'111 31'-10" 26'-10„111 22,_4"dl 11'-10"',1 use ourrl-Pro-Ratio 360 3'-O" 4'•0" 5'-6' _ 6'-6" 9'-0" T-0" 4'-6" 5'-6' 7'-6" 8'-0' CONSULTANT: Trus JolsP TJI 'joists are structurally uniform and dilnensi0nally stable,and they resist shrinking and wrist ng.This helps prevent gaps from forming around the nails between the joist and the floorpanels—gaps that car potential) cause squeaks or other floor noise.Using TJV�,joists can het you build a quieter floor.but only if the 560 36'-1" 32'-Il' 31'-0"i11 25'-2"'It 36'-1" 31'-6"t'r 26'-3.01 20'-11"'tl 560 T-6' 1 5'-0" 6'-0' T-6" 10'-0" I a'-i)' 5'-6° 6'-6* 8'-0" 9'-0' J Y g J D Y q Y 110 F-0" Y-0" I'•6" 2'-6" 4'-0" 4'-6" ! 8'-6" F-0" I'-6" 2'-6" 4'-0' 7'-0' T'0" 9'6" entire floor system is installed properly-This is because other components of the floor system,such as hangers,connectors,and nails can be a source of floor noise. (1)web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length is less - - - - ------- than 51:`and the span on either side of the intermediate bearing is greater than*he following spans: 210 F-0" 11'•0" 2'-0' 3'-0" 4'-6` 5'-0" 1 9'-0" F-0" 2'-0" T-0" 4'-6" 8'-0" 8'-D" 10'-0" ! Properly Seat Each Joist ! Use Adhesive and Special Prevent Shrinkage Avoid"Shiners" 40 PSF Live Load/10 PSF Dead load 40 PSF Live Load/20 PSF Dead lead 117/e" 130 I'-0" 2'-0" 2'-6' 3'-6" T-0" 5'-6" 1 lo'-0" F-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" in Hanger Nailing When Needed ! TMD 360 2'-0' i 3'-0" 4'-0' 5'-6" T-0" T-6' I II'-0" 2'-0` 3'-6" , 5'-0' T-0" T-6" 9'-6" IV-0- in o.c. 16"o.c. 19.2"o.c. 24"O.C. 12"o.c. 16"o.c. 19.2"a.c. 14"o.c. 560 1'-6" 3'-0" 4'-6' 5'-6" 8'-D" 8'-6" 12'-0" T-0' 4'-6" 6'•0" 8'•0' 101•6- • 11'-0" 12'-0" ! NOTES: 110 _19'2" 15'-4" 19_2" 161_0" 12'-9_ 110 1'•0' I'•0" I'•0" F-D" 2'-0" 2'•6" 4'•6" 8'-6' 1'-0" 1'-0" 1'-0' 2'-6' 5'-0" 6'•0' 9'•0' 12'•0" Construction 210 21`-4" IT'-0' 21'4" 1T-9" 114'-1" V( _ 210 P-0" F-0" I'O" 1'0" 2'-6' 3'•0" 5'•6' 9'6" I'•0' P-0" 2'•0" 3'•6" _ 6'-0" P-D' 10'-0' 13'-0" = I I /adhesive v (Movement 230 Not Req, Not Req. Not Req. 19'-2" Not Req. Not Req. 19'-11" 15'-11" 14" 230 l'-0" 1'-0" I1•0" 2'•0" 3'•6" 4'•0" 6'-0" 10'-6' F-0' 1'•0" 2'•6" 4'-0" 6'-6" 7'•6" 11'•0' 13'•6" c �JJS�"1__ _ t l 360 24'-5" 19'-6 24'-5" 20'-4" I6'-3" 360 I'-D" 1'4: 2,-0; 3,•6" 5,-6. G'-0" 8:-6" 12'-6: F.O. 2'-0" 4'-0" 5-6' 9'-0" 10'-0" 12'0" 14'-0" =}r 4 I\ 1 560 29'-10" 23'-10' 29'-]0" 24'-10' 19'-]01, 560 1%0' 11•0 1.6 3.6' 5.6 6'-6" 9%6 13'-6 I'•0" 3'•0" 5'-0" 1.0" 10'-0' 11'-0" 13'•6' 15'-0' J 210 I'4' 1%0" 1'4' Y-0" 1'•0' 1'4' 3'-6" 6'•0" l0'-0" 11•0" 1'-0" I'-0' 11•6" 4'-6" 5'•6' 10'-0" 12'-6" 16'•0" Gaps develop as _ • long-t,rrm deflection under dead load,which includes the effect of creep,has net been considered.Bold italic.spans reflect sheathing shrinks Shiner initial dead load deflectwn exceydm 0.33". 16„ 230 1'-0" 1'-0" 1'-0" 1'•0' 1'-fi" 2'•0" 4'•0" 6'-6" 11'-0" f-0" 1'-0' 1'-0' 2'-6` 5'-0" fi'-O" 10'-6' 13'-6' 16'-6' Dab subfloor adhesivy g Bend tab E1J i 360 t'-0' 1'•0" I'-0" 1'•0' 3'•0" 4'-0" 6'•6" 10'-0' 13'•6" 1'-0" 1'-0" 2'-0' 4'•0' T-6" 8'•6` 13'•0" : 14'-6' 1T O' in seat of hanger' aid fasten i 560 1'-0" V-0` 1'-0" P-0" 2'-6' 3'-6" T-0' 1t'•0" 15'-0" 1'•0" F-0" 3'-6` 5'-6' 9'-0' 10'-0" 14'-6" ! 16'-0' 18,-0- Seat the joist tight to the bottom of the Nail Interior partitions to the joists when Reep building materials dry,and properly Exercise care when nailing.Nails that • Rectangular holes based on measuremEal of longest s+de. hanger.When using hangers with tolls, possible.If the wall can be nailed ony to glue floor panels to thr joists.Panels barely hit the joists(shiners)do not hold General Notes bend the flange tabs over and nail to the the floor panel,run a bead of adhesive" that become excessively wet during the panel tight to the joist and should TJI,joist bottom flange.Placings dab under the wall and either cress nail,nail construction shrink as they dry.This be removed.lfleft in,the nails will rub • Holes may be located vertically anywhere within the web.Leave f"of weh(minimum)at top and bottom of hole. DO NOT 0, 1,1,Z3,5,8,13,21,34,55,89,144,233,377,610,987... DO NOr cut holes In cantilever ofsubtlooradhesive'in the seat of the through and clinch tight,or screw tightly shrinkage may leave gaps that allow the ! against the side of the joist when the ■ Knockouts are located in web at approximately 12"on-centre:they do not affect hole placement and may be cut or notch flange, reinforcement. hanger prior to Installing thejoist can into the wal from below. I panel to move when st°pped on. panel deflects. located in the hatched zone. ��e reduce squeaks. • For simple span(5'minimum)uniformly loaded joists meeting the requirements of this guide,one maximum n� size round hole may be located at the centre of the joist span provided that no other holes occur in the joist. GOLDEN 11f i E A Weyerhaeuser recommends using a subtlaor adhesive that has been qualified as a formore Information and tips on how to prevent floor noise,referto the Weyerhaeuser • Distances are based on the maximum uniform loads shown In this guide.For other load conditions or hole ; :. j, Class 118 w.,Type P10 subfloor adhesive in accordance with ASTM D3498.19. Prevention and Repair ofrfoorSystem Squeaks technical Resource Sheet 9009, conligurations use ForteWEBI"'software or contact your Weyerhaeuser representative. or Contact your Weyerhaeuser representative. I '�'] See page 24 for how to use these tables and general Notes. G R O V t�LLC Tr US Joist•711'Joist Specifier's Gwde(Canada) ��•• �%'+^,:� TJ-45CO January 2022 --- �s i. l Trus Joist',TJI•Joist Specifier's Guide TJ-4000 I August 2016 Trus Joist"TJI"Jost Specifiers Guide(Canada) w NP•CC TJ-4500 I January 2022 3 7 16 Architectural Desig Facility Consulting Strategic Planning SECTION 3: DESIGN INFORMATION FOR ALL JOISTS , . ' : " . RIM BOARD SELECTION AND INSTALLATION FLOOR DETAILS ' This section contains framing details and design information applicable to all joist depths shown in this guide. Exterior Deck Attachment Blacking panel: load bearing or braced/ Blocking panel: PJate nail IW T/"'Ram Board Structural exterior 1%"Tp'Rim Board shear waN almve(must NR"i1'Rrm Board Load bearing wall above No load bearing watt above (with depths 5 16"), sheathing (with depths 5 11C). stack over wall below) (with depths s 16'), (must stack over wall below) TJI®Joist Floor Framing Joists must be laterally supported at cantilever and 1%'or IW TfmberStrand'" 11/+"or 1112' 1?4"or lk4` end bearings by blocking panels,hangers,or direct LSL,or TJ?0 joist TimberStrand°LSL " 2x4 minimum Ute bist floor does not require " g g Flashin or TJ 11jo joist LSL, squash blacks / g q attachment to a rim board or rim joist g or TJ�"joist I bridging or mid-span blocking / #1 Mercia Lane 2nd Floor Rim board joint between Joists ' �� T t Treated �` I Greenwich, CT 06830 '•CC"�" Toe nail / 1�i/i"• ! 2x_ledger P1/5 Th"Rim Board " Yleh stiffeners required on both sides (with depths 5 6").1'/,"or Web stiffeners required an p 1 both sides at Aly!ONLY Web stiffeners required on bath sides at B3W ONtY.See footnote(1)under ' i h'TimberStrand'LSL Staggered bolts at B2W ONLY.See footnote(1)under span tables ' j `.!, k i Attach blocking per fastening instructions inDetai43. Webstrfienersrequiredenboth span tables. (203) 410-5783 voice sides at BIW ONLY.See f)otnote Shimmed Deck Attachment ,tea (1)under span tables. � Blocking panels maybe required with Blocking panels may be required with 4f ga;;yl braced1strear walls above or below— traced/shear walls ebony or below " ' a , both stiffeners required on 1•:, Siding " 4 see detail Bl ,, see detail 81 1.618033988749894848204586834365638117720309... " Plate nail beth sides at A2W ONLY Z' r ' Rim-to-'Dist nail Weather-resistive barrier � J - (tasking -- Y ) 1!rz"71'Rim Board Frush bearing plate required. load from above (with depthss 16'), Maximum ri overhang gmgngoI en-mea n.com { �» , . r ,I permitted at beam. 7 1 or lh TiT! berStrand LSL s ! Washers or prefab spacers m JOB NAME: allow for drainage.Maximum / I• Toe nail airspace is W.Add sealant. 4JyILj q I Safety bracing(1x4 minimum)placed at F1 - Top Ila, r it t 1 B'on-centre(6'on-centre for T11"110 TJtx rim joist Staggered bolts Peeon is Landing r joists)and extended to a braced end Treated 2x_ledger Face mount (I((I wan.Fasten at each joist with two hanger Bit(0.113"x 2Y21 nails minimum. y., Must have 1/."minimum joist bearing at ends.Attach rim Hermitage II B--Unit#020 Joist per instructions in0atailA3. Structural exterior sheathing / 2x4 minimum squash blocks, 9 i A g Web stiffeners required if sides of match bearing area of column above Structural sheathing _ -_ ___ - 1 Treated sill plate hanger do not laterally support at in a 1500 Breaknock Road v y, least 1rn'of TA`s' Protect untreated woad u , ,, Joist tap flange e to \ 2x4 I Use 1x4 and minimum squash blocks la transfer from direct contact i " page 26 t, ,l,~� m""��TMf7f-" Plate nail,typically or 2x6 stud wall " -� � load around TJf joist Greenport, NY 11944 with concrete , , r ." i 16d(0148'x 312'1 at t6"o.c. (1) See Exterior Deck y l Attachment on 1 r) i/u ' I,e knockouts (6"o.c.at braced walls) Web stiffeners on both r i .y l�1Spacing -- --- - at approximately K sides at A3W ONLY Ledger Fastener Factored Resistances Deck wad,typically 12'on-centre `;,. ���4„ ,�..,�,-� When panel g See Affewable Notes �`� 8d(0.tai"x 21i,'J at 6"e.c. Fastener S acin for TJIiv Joists on pages 16 and 24 .� rl" -xL r S ��,,�n �. /thirktess r=t IT g exceeds Yb*, Factored Resistance Load (lbeholt) Rim board to TJI`'Joist trim WThrough Bolt Closest On-Centre Spacing per Rowil' DATE: I/ "I uU I 1 Va'Tl",Rim Board sheathing Rim Board Material 14"Lag Bolt Yr"Through Bolt w'th Air Space 8d(0.113»x 114»), SCALE: As Noted TJI Joist Nailing Requirements at Bearing (with depths<16"),It/'or (ongte 1'rl"Tl"'Rim Beard+" 695 1,005 8d(OJ31"x2%") lOd(O.f48"x3"), t6d(D1 DRAWN BY: FBk _____ -_._.__.__-____- _- 1Y Tim at rim board 1'R"TimberStrandalSl 885 1050 890"' Tits 12d(0.148"x3Y""). 62"13Y,") - - - ---- - -- z ) Toe nail,16d(0.148"x 312`) 1112"TimberStrandD LSL 980 1.050 1 I1d(0.128"x 3Yr" 16d(0-135"x 312") Project Number. 17-257 TJI Joist to Bearing Plate Squash Blocks to TJI®Joist alb"o.c. I ) One Bid(0.113"x 21h')nail each side.Drive nails (Load bearing wall above) Rim board to TJe"'joist/ ' i\ \Tll'"joist spanning in (1) Corrosion-resistant fasteners required in wet-service applications. 110 and 210 4" 4'izi E' Zoning Approval: iz1 Building Permit: I!`"TJ'Rim Board(with depths=_16"), at an angle at least 1;6*from end.For TJI"560D, Wall sheathing----- v TW'joist direct on (2) Factored resistance determined it accordance with ASTM 7612. 3 1- E' 1!/""or,112'T+mberStrand•LSL use(0.131"x 3")nails. to joist (3) IIA"Tl W Board a allowed with joist depths<_16'only. 360,560 and 5600 3" 4'' E" BID Docs: to plate (q} Maximum k"shimmed air space ,.�+_._ (1)SlaGger nails when using 4"on-centre spacing or less and maintain lk'joist and panel edgy distance.Ore rnvr of Construction DOCS: IasLner>rs permdled fiwo at abutting panel edges)for diaphragms For other applications,multiple rows of fasteners One(0.13I"x 3`)nail Well stiffeners regJired on are permitted if the rows are offset at least 1/"and staggered. AS-Built: into each flange bath sides at A3W ONLY General Notes (2)Can be reduced to 3"on-centre far light gauge steel straps with IOd(0.148"x 111/.�" nails. I h"Tl°^Rim Board(with g g 8 p ) Shear transletnalling; depths<-I6"),IVA"or IW • • Maximum spacing of nails is i8'on•centre for Ose connections eouirafent to i Maintain 2"distance(minimum)from edge of ledger to fastener.Stagger bolts. t: joists<_I6"deep;2a"on-centre for joists>16"deep Poor panel nailing schedule — TimberStrand x LSL'- ■ Local building codes may require through bolts with washers. 14 gangs staples may be substituted for 80(0 113x 2;41 nails d minimum penetration or 1"a achieve) ---f 1»-- �t 1-- {; ■ Lateral restraining connections may be required. • table also applies to the attachment of TJv`nm joists and blockieg panels to the wall plate. 11W minimum beanng 3r)"minimum intermediate bearing; �. % ■ See Weyerhaeuser's Rim Board Specifier's Guide,TJ-8560,for more information. at end supped 51/"may be required for maximum capacity - - - a on Nails Installed the Narrow Face • .. ) ,Ag.RYA Aim to T11�Joist top view - ---- - - __ ------- --------- --- ----- ---- ---- ---- -- - ------ - - -_ - - -- �'� �� C,► TJI.560 or 560D Vertical Load Transfer at Bearing (1)1,x'Tl'Rim Board is allowed with joist de the 516"eat I Closest On-Center Spacing per Row J p y 11J 1 i4"TY0 Rim Board(with depths<-16"). TV 560 or 560D it"nr Joist (1) Capacity is based on calculation. Nail Size II/e"Tl®Rim Board" TimhyrStrande lSl (2)a ore than VA'(to minimizee reduced to spktl e if nv,).ail penetration into the narrow edge is no 1!S"or l ib"UmberStran fm LSL dm board,or Uniform load(PLF} Concentrated 14S" 144" rum joist: (3) can be reduced to 4"en-centre s nasi penetration into the narrow edge is [>Tll'D 110 rim Joist: Thenad with _ _ _ _Oe t_h _ Load(lbs) (2) Capacity is limited to a maximum of 522 psi in accordance with ASlk9 D7612. Bd 10.113"or 0.131"x 2!4'), One(0.131"x 3"1 nail into each Mangy Rim or Blocking Material 9'12" 11 r1"", 14" 16" 18" 20" 12" 24° All De the • Values may not he increased for d tration of toad toil(0.128"x 3"1,12d(0.128"x 3'/°j 6' 4' 3' no more than Iv;"Ifo minimize splitting), (0.131'x 3")nails,one each • To minimize splitting,maintain edge distance and raw spacing of 214 x nail side of TIP"'joist flange Also see detail BZ on page T7• T110 rim joist 3.060 2.250 2.47511 - 10d(0.148»x 3"),12d(0.148'x 3%") 6" 4' 3" diameter or 7/s",whichever is greater Multiple rows must he staggerpd and -� TJI,"210,230,and 360 rim joist: 111/r"TLD Rim Board 7,045'71 6,625 5 800' - - - - 4,930 16d(0.162"it 3Y) 16'"7' 6"171 6'"' equally spaced from the centreline of the narrow face axes. --i l`_ One(0.131"x 316")nail into each flange ly"Timherttrand LSL 7,830'7' 7,250 6,290 5,365 4,580 3,930 5,450 (0.131"x 3"-344") 6" 4" 3" 14 gauge staples may be subst luted for 8d(0.113"x 2!4")nails T.I'`560 m 560D rf minimum penetration of 1'is achieved. Sheet No.:Au G 1'!+"minimum 6,0 joist 144"TimberStrandeLSL 9.395 '9.250'8.325 7.350 66440 6,555 - 1 " bearing Locate rim board jolnt between joists Also ses nailing requirements on page 25. Also see nailing requirements on page 25. DRAWING TITLE: Tri I%Joist'LJ.Joist Spentier's Gnide(Canada) TJ-4500 I January 2022 Trus Joist'TJI•Joist ScIecifier's 3uide(Canada) ;�'+ECC TJ-4500 I January 2022 Trus Joist"T11,Joist Specifier's Guide(Canada) 'at a'NeCC TJ-4500 ( January 2022 25 i 26 27 i LVL Details DV -- LVL Details SCALE: 12" = 1 i-0i' W J O O Hermitage 11 ModeloCU rIINa u u v a � m -u c� o, `o z 0 1 _-C:3 ^, J rW —7`7 i Q> I- When We Build,Let Us Think That We Build Forever... o " OWNERSHIPAND USE OF DOCUMENTS K' Copyright 2022 By Frank B.Ryan,Jr.AIA an The Golden Mean Group,LLC e The drawings and all the ideas,arrangements,designs,and 9 plans indicated thereon or represented thereby + i are owned and remain the property of m Frank B,Ryan,Jr.AIA Architect and no part thereof shall be utilized by any I _ - person, firm,corporation,or entity for any s °e purpose whatsoever,except with the express p written consent of I Frark B. anJr.AIA - - - - - ---- -- -- -- -- ----- - - - - ---- Ryan,'J a i I and ---- The Golden Mean Group,LLC. -802.0 I CONSULTANT: I� k 3 2 -802.0 CONSULTANT: I -87� ' ° i ___ NOTES: ° I F I 3 i 0, 1,1,Z3,5,8,13,21,34,55,89,144,233,377,610,987... I a The 1 GOLDEN DEAN -802.0 GROUPLLc { Architectural Desig Facility Consulting . - I Strategic Planning Vii' - i= - • I, I #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 4 802.0 i I 5 (203) 410-5783 voice 41 3 ° I' -802.0 I- 1.618033988749894848204586834365638117720309... - - n - - --s-. - .- - - - - - -- gmgCo)golden-mean.com L, — — — — — — — — — — — — — — — — — — — — — — — — JOB NAME: i Peconic Landing t Hermitage II B--Unit#020 5 1500 Breaknock Road Greenport, NY 11944 F F I i-IOU i As Noted BY: FBRumber: 17-257 pproval:Permit:s:tion Docs:: I i s D ARC Q�\,,g.RYAgr E4 a N � 1 _ -- True North �, { �,� ' Footin1g ,-0„ Demising Partition Sheet No.: SCALE: 1/4 =1'4' DRAWING TITLE: Project North 1-HR Demising Partition -- Unit AB Hermitage 11 - Model B - - Unit #019 0 V.9 V � I04 u U Em cl) 61' C � � v C7 rn 73 O N C J When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS C Copyright 2022 : By Frank B.Ryan,Jr.AIA and — The Golden Mean Group,LLC - - - - - - - � • .. .. . . - - The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any • — person, firm,corporation,or entity for any purpose whatsoever,except with the express _ written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group, LC _ CONSULTf ANT: - - CONSULTANT: NOTES: 2 L=• "_ -802.0 ❑ 1 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 3 -802.0 -_ The Step GOLDEN MEAN 1 _ GROUPLLc -802.0 4 Architectural Desig _ r Facility Consulting Strategic Planning i1H iffiffiR 13 #1 Mercia Lane, 2nd Floor Greenwich, CT 00830 (203) 410-5783 voice 302. � I 1.618033988749894848204586834365638117720309.,. gmgC golden-meon.com � wii III I-LLLL 1111111111111 JOB NAME: : Peconic Landing ❑ _- -— C,FRIF Hermitage II B-Unit#020 - --=_--- ---=__- - 1500 Breaknock Road Greenport, NY 11944 DATE: I i-tuu i SCALE: As Noted DRAWN BY: FBR Project Number: 1 1-257 - Zoning Approval: Bu!ding Permit: BID Docs: Construction Docs: As-Built: �¢Ep ARC RYAgr d� W i j N True North Sheet No.: ', .' Level 1 , Demising Partition DRAWING TITLE: SCALE: 114„ = 1 -0 Project North 1-HR Demising Partition -- Unit AB UM Hermitage 11 - Model B -- Unit #019 0 �= F- 9 1 1 U G (D rn � o Demising Wall Locations. � J Frame walls from Foundation To Underside of Existing Roof Structure Throughout. When We Build,tet Us Think That We Build Forever- OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By Frank B.Ryan,Jr.AIA - — -- -- and The Golden Mean Group,LLC Roof Joist The drawings -- and all the ideas,arrangements,designs,and Blocking plans indicated thereon or represented thereby Roof Joist are owned and remain the property of Blocking Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and Roof Joist The Golden Mean Group,LLC. Blocking CONSULTANT: Roof Joist Blocking R-23 Batt J Insulation CONSULTANT: Fireblocking @ 4'O.0 NOTES: _ - @ 4'O.0 Vertical,Typ. - -_-- Vertical, Typ. - -_- - - -_ Fireblocking Fireblocking -=-— - - - -- _-- = Vertical, Typ. - Vertical, Typ. - R-23 Batt Insulation -Roof Joist R-23 Batt R-23 Batt Insulation Insulation Blocking — 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The Ceiling Joist GOLDEN MEAN Blocking - GROUP��c -Ceiling Joist - .Ceiling Joist - Ceiling Joist - CeilingJoist Blocking - Blocking - p; p Blocking p Blocking - R-23 Batt Insulation R-23 Batt R-23 Batt " Architectural Desig Insulation R-23 Batt Insulation {' R-23 Batt - trategylannConsulting Insulation Strategic Plannin Insulation Fireblocking ' Fireblocking @ 4'O.0 j @ 4'O.0 Vertical, Typ. - Vertical,Typ. Fireblocking Fir blocking Fireblocking Y( 91 Mercia Lane, 2nd Floor @4 O.0@4'O.0 @4 O.0 Vertical, Typ. - Vertical, Typ. - Vertical, Typ. - I Greenwich, CT 06830 (203) 410-5783 voice _I 1.618033988749894848204586834365638117720309... Floor Joist 9m C olden- ean.com 9 9 m Floor Joist Blocking - Blocking - Floor Joist _Floor Joist Floor Joist - JOB NAME: Blocking - Blocking - Blocking W Peconic Landing a; Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 1/-1UU1 I—_— — — ,.,=e i,•, _— —_—I .�- ' I I — =1 III _ a .q°� ° _ �' SCALE: As Noted DRAWN BY: FBR Pro,ectNumber. 17-257 Zoning Approval: Building Permit: BID Docs: ConstructionDocs: As-Built: _ — — As-Bui't: ° AR�y RYANJ FA,�oA I III III III III III III II III III III III III III =1 I— I I II I III III III III III III I III III III III III III � - '* � � 11 =� III III III III—III III—III III III cP � 2'� „�� Sheet No.: 1 Section 2 Section 4 Section 5 Section 6 Section 7 DRAWING TITLE: SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" Demising Sections -- Unit AB U � M ■rmi ® eni #0190 a. o CU U N c�g, - Cl) .......................«..»...................................«........«.«......»...»..........................«.................«.«..«..........»...«....»..................»...........«......«........»«......................«...«......«.«..».»......»........».....«............................«....«»...............«.. _� n 2 hr. Wd Stud-2 layers 5/8"SHEETROCK Brand gypsum N/A panels, FIRECODE core, or SHEETROCK Brand gypsum (D 6" panels, water-resistant, FIRECODE core, ea side-2 x 4 16" o.c.—base layer att with 1-7/8" nails 6" o.c.—face wt. 12 j layer att with 2-3/8" nails 8"o.c.—joints fin—ULC Des U301 When We Build,Let Us Think That We Build Forever... y � OWNERSHIP AND USE OF DOCUMENTS Copyright 2022 -- -- BY Frank B.Ryan,Jr.AIA - - -� and I The Golden Mean Group,LLC Roof Joist Blocking — The drawings and all the ideas,arrangements,designs,and d plans indicated thereon or represented thereby are owned and remain the property of »».....»......»..»..».»...«.».........«»......»..»....»»..«..».....»............»..»......».....»».. .».».......«.. Frank B.Ryan,Jr.AIA Architect 1 hr. est. .. and no part thereof shall be utilized by any Wd Stud-2 layer—base layer 1/4 SHEETROCK Brand 45 TL-69-52 F person, firm,corporation,or entity for any gypsum panels appl vert with 4d ctd nails-1/2" panel 53 Based on 5/8" lamin. purpose whatsoever,except with the express written consent of face layer strip lamin-1/2" SHEETROCK Brand gypsum FIRECODE C core face Frank B.Ryan,Jr.AIA panels, FIRECODE C core-2 x 416"o.c.joints stag & fin layers & 1-1/2" SAFB and The Golden Mean Group,LLC. !- —perimeter caulked—est fire rating based on UL Des U305 —USG-221-ST-G&H t Roof Joist I wt. 8 R-23 Batt Blocking — .».....«..«...................................................................................................................»......................................................«.»..........»..................».....................»..........»..........»..........«................................................................«..«... CONSULTANT: Insulation N .Y. CONSULTANT: UL305 7-HR Partition Demising Locations. Fireblocking 2x4 Stud wl 513"Type X NOTES: @ 4'O.0 SGB Each Side. Vertical,Typ. — Provide accoustical batt Insulation Throughout. Fireblocking @4'O.0 j Y Vertical,Typ. — Finish Floor - R-23 Batt � Insulation Existing 2x i C FI oar Joi sts 0 1 12 3 5 813 2134 55 89144 233 377 610 987... ' w.+ 3;4" PPIwood Sublfoor. I Provide R-30 Batt Insulation a Ceiling Joist o--=_-_iIs—I t Blocking Throughout. _ .�r . ..._.'a. ¢y•y,•�•'I., da_Iir11�IIlI�•:.''�.r••`'°a''_'�p�-_.'a_;,:,T..-:�.{•-y"'$'',�";+�4.;°..,..y:.+:,-r:._�,_,�.,'.e�'.•1:.�.�IIIlll -~.,,±:��_j 4'-}..."•:''ti`.' a.r_f'-.k" _: -,• -._ -' .',.1•�.•.""f .•a,• l.l.s', •'_- '•'I The Ceiling Joist , �L� �D E � N � M E✓AR, �AN Blocking GROURu_c Ceiling Joist Blocking R-23 BattR-23 Batt Insulation Insulation Architectural 1D1 7 e7s 2 0ig Facility Consulting R-23 Batt Strategic PlanningInsulation Drill Nevi Anchor :Bolts @ 4'-0"o.c.Fireblocking Fireblocking @4'O.0 @4'O.0 Vertical,Typ. Vertical, Typ. Existing Ccnerele J Foundation w! nd Flo 3o 09rFireblocking #1 Mercia Lane, 2 Vertical,Typ. Greenwich, CT 06830 -5783 voice(2D3) 410 1.61803398874989484820458683436 � � Floor Joist Floor Joist -mea '.Provide 2" Rigid Insul ation ggg Blocking Blocking At all exposed FQurdation 'ovide Fooling Key JOB NAME: d Floor Joist r All heiFootings Blocking ' (3) #3 Rebar. Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenpor , NY 11944 1/-1UU1DATE: DRAWN BY: FBR — 17-257Pject Number a_ Zoning Approval: .• Building Permit: BID Docs: Construction Docs: As-Built: W Jk 010 LI 4 DV -- Demising DetailSheet No.: SCALE: 1 = 1 -0" DRAWING TITLE: Section 8 Section 9 Section 10 Demising Sections Unit SCALE: 1/2" = 1 -0" SCALE: 1/2" = 1 -0" SCALE: 1/2" = 1' 0" SCALEProject .. p'B U ---. M M Hermitage 11 - Model B - - Unit #01 9o � cc1 ' 2 4041 U C J 0 Q \y L� OO O '' N V N J (D O i When We Build,Let Us Think Thate Bur orever 8 JI d t (1U � s OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2022 i _....,_-.. ,......._ .. _.,.. By I ; Frank B.Ryan,Jr.AIA O and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B,Ryan,Jr,AIA Architect j ! ■ ct:0 and no part thereof shall be utilized by any —--- —. c t_Qk j person, firm,corporation,or entity for any purpose whatsoever,except with the express e � written consent of I Frank B RyanJr.AIA ,•_ and The Golden Mean Group,LLC. CONSULTANT ... ...._ I CONSULTANT: _sAp r • r — —�— ------------------t ! y' ( f - i F NOTES: 1 L 1 3 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,61Q 987... F. I 1 ` 2 The GOLDEN MEAN 1 1 a GROUPLLc Architectural Desig 1 ► ' . _._ -r ii n_.......N....-.._...n..�..., ..._ ,.�.... ....,..: n .... Facility Consulting 1 ► �" Strategic Planning 1 b� 1 ► DO 1 ► r' #1 Mercia Lane, 2nd Floor 1 Greenwich, CT 06830 1 (LU 1 r----------------- — 1 ► , 1 1 1 , (201) 410-5783 vrnce 1 ► 1 1.618033988749894848204586834365638117720309... 1 t 1 1 ► � i 1 1 grngCo)golden-rnPan.com 1 1 1 � 1 � 1 JOB NAME: 1 � ' Peconic Landing 1 , 1 , 1 Hermitage II B--Unit#020 1 � ' 1500 Breaknock Road I I � Greenport, NY 11944 1 � 1 1 1 � 1 � 1 � 1 DATE: 1/-1001 1 SCALE: As Noted 1 DRAWN By: FBR 1 Project Number: 17-257 1 Zoning Approval: Building Permit: 1 � BID Docs: 1 1 Construction Docs; 1 As Built: L------------------------------------------------------------------------------------------------------------------------J 0 ARCyi C. RYAIy Level 1 -- MEP Electrical Unit A True North SCALE: 1/4" = 1'-0" Sheet No.; �` M "' PO I ZKI DRAWING TITLE: Project North MEP Electrical Layout -- Unit A U - M W J ll) Hermitage 11 Model C � s U Q) o c /O N C J Cl) When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS (0 Copyright 2022 By c Frank B.Ryan,Jr.AIA and I The Golden Mean Group,LLC Jam, The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any yr. person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of I i Frank B.Ryan,Jr.AIA 'z I. and The Golden Mean Group,LLC. CONSULTANT: f y CONSULTANT: J I NOTES: _ V 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN GROUPLLc { / '. Architectural Desig Facility Consulting Strategic Planning 1,.: 1 "Vii. ; ��,•- I a #1 Mercia Lane, 2nd Floor 'r' ✓ t' `� a Greenwich, CT 06830 g (203) 410-57S'7) voice I 1.618033988749894848204586834365638117720309... t gmgngolden—mean.com JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 d t DATE: i i tuu t }" SCALE: As Noted :._ DRAWN BY: FBR Project Number: 11-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: V--o A&C .RY,gN�� W (P nA Sheet No.: DRAWING TITLE: 3D Model View -- MEP Ductwork SCALE: 3D MEP Ductwork -- AB M Hermitage 11 - Model B - - Unit #01 90 - .d .1 P CU U C �v W � �O N V � C [t' J ti When We Build,Let Us Think That Idle Build Forever... OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of =� Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: ' ix Ja CONSULTANT: NOTES: 4 i 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN G RO U P LLc Architectural Desig Facility Consulting Strategic Planning rk #1 Mercia Lane, 2nd Floor +£: Greenwich, CT 06630 (203) 410-5783 voice p� i- p 1.618033988149894848204586834365638117720309... w gmg@)golden—m?an.Com a JOB NAME: Peconic Landing Hermitage II B--Unit W020 1500 Breaknock Road Greenport, NY 11944 DATE: I r luu I SCALE: As Notad DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 3D Model View -- MEP Sanitary , 1ARC SCALE: `co KB.RYMA4,v W � Sheet No,: `.701_ 101.O 2 DRAWING TITLE: 3D MEP Sanitary -- AB U _ M Hermita e - Model - - UnitM O 5] m � C o E C � N CID w Dq I � o o z --- � J 1- • - - r I - - • , - - • _ CU When We Build,tet Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS I I o Copyright 2022 BY I Frank B.Ryan,Jr,AIA and The Golden Mean Group,LLC I The drawings I and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby 1 — — —1-- — — —— — —— —— — — — — — are owned and remain the property of no ed by any VV_ Ryan,Jr AIA Architect and hereof shall be utilized person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: (0' I I CONSULTANT: • " I I I 2 — — — - - — — — — — — — I — — — — • - — — NOTES; FT —71 �„ K.. 0, 1,123,5, 21,34,55,89,144,233,371,610,987.., I I _ - , - . - -- - -• ..- . ; , ,- . - . - ' - -•- .- - I The 0 GOLDEN MEAN I I -• GROUPLLC I •_ I I I it I - I - 3 _ — — — — — Architectural Desig ity L _ ., I , . . ' - I - . - Strateaciigrc Planning g I •_ - I I l . #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 G H' J' K' (203) 410-5783 voice I 1.61803398874989484820458G8343F t 65638117720309... — gmg�1gnlden—mean.com JOB NAME: Peconic Landing Hermitage II B Unit#020 = 1500 Breaknock Road Greenport, NY 11944 DATE: i/ luu i SCALE: As Noted ' I I.• I. DRAWN BY: FBR 5 — — — — — — -- — — — — Project Number: 17-257 Zoning Approval: Building Permit: BID Docsi Construction Docs: As-Built: I I I + ED ARC B.RY4 y/�F �L ✓ C� N x True North Sheet Nov .�� ^ 1P: 2 ,7 Level 1 -- - Proposed Fra Framing A A g c D E DRAWING TITLE: 9 Workin Project North First Floor Framing Plan SCALE: 1/4" =�0" -- Proposed U ermita ,r, - o e -- ni � d' o O s s of F-- 8 coU I I I CU w� m C= o E O `V - - - - - - - - - •- - - - - - - - { I I I When We Build,Let Us Think That We Build Foreve,.. OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 BY } I Frank B.Ryan,Jr.AIA and (1)1 3!4x11 7/8 The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect _ _I_ '— — and no part thereof shall be utifzed by any person, firm,corporation,or entity for any 44 44 purpose whatsoever,except with the express written consent of - I I (1)13/4x11 7/8 I Frank B.Ryan,Jr.AIA and i: 1 The Golden Mean Group,LLC. I i. CONSULTANT: 1 V7 17, I I CONSULTANT: 1 I I (1)13/411 7/8 1 1 - - - - - - - - - - - ,- - - - - - - - - - - - - 44 I 4x4 I 18'-6 3/4" NOTES: �— — — I (1)1 3/4x11 7!8 1 I I I 1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... i I The 1 _ GOLDEN DEAN 1 i I GROUPLLC I1 (1)1 3/411 7/8 1 19'-6 314" 1 1 Architectural Desig Facility Consulting Strategic Planning 441 (1)13/4x117/8 1 4x4 � I I i 1 I I 1 1 I I ----------------, 1 � 1 d #1 Mercia Lane, 2nd Floor 1 I a I Greenwich, CT 06830 G' H' 1 , (203) 410-5783 voice 1 1 1 , 1 1.6180339887498948482045868343656381177203094 L :4 ... I � I 1 I I I I gmg@golden-mean.com 1 , 1 1 1 1 1 1 JOB NAME: 1 Peconic Landing 1 I Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 � I 1 1 , I , 1 DATE: 11-1(Jul I I I 1 SCALE: As Noted I I I 1 DRAWN BY: FBR 5 — — — — — --- ;�—�— —�— —�— — -- —�— --- —�— --�— —�I— — ----�—�— ----- ---�—�� — — — — Project Number. 17-257 .... f Zoning Approval: Building Permit: BID Docs: I I Construction Docs: As•Built: 0.RYAN.ARC F LU Q� O True North '°`'` Sheet No.: � Level 1 -- Proposed Column '°`' '°` B D E F DRAWING TITLE: Project North _ orations_Unit A First Floor ColumnLocations -- Unit A SCALE: 1/4" = 1'-0" U M n - Hermita e - o e - - � � o opo g E G o 0 =' I � ��•N U � v � iT ^' O r I I i i I W tl 1 I � ; I N ! I I I � � i I I When We Build,Let Us Think That We Build Forever.. — — — -- — � — — OWNERSHIP AND USE OF DOCUMENTS — — — — — — I k. --- " --- ----- -- --- - - --" - - - ----- --- -- --- - - - � r Copyright 2022 C t. Frank B.and Ryan,Jr,AIA The Golden Mean Grou LLC i p. ! _ - - The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, f rm,corporation,or entity for any f J purpose whatsoever,except with the express written consent of - Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. — — - CONSULTANT: 2 — — — — CONSULTANT: J n I I K NOTES: LL 11 11 it �LL 1 11 11 it 11 11 I "I I I r I ; 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.. The i GO E EAI It GROUPLLc I d Architectural Desig Facility Consulting Strategic Planning a , K' i r I II I II #1 Mercia Lane, 2nd Floor -- - ------- -- - - - I I I Greenwich, CT 06030 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... I gmg�lgolden-mean.com — — — — — — — --- I — JOB NAME: * �'— — — — — — — I l! P ni eco c Landing Cali Hermitage II B--Unit#020 1500 Brecknock Road I Greenport, NY 11944 -- - DATE: I i-IUU SCALE: As Noted DRAWN BY: FBR . I Project Number: 17-25 7 I I I Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: I I I I I I I ED ARC A' A g C D E F ��5 � K B.RYgN True North�%ffDvt"` - t7Sheet NoL Level 2 -- Proposed Framing DRAWING TITLE: Ceiling Framing Plan -- SCALE: 114" = V-0" Project North Proposed U M W Hermitage 11 - Model B - - Unit #019 0 -- V V 4 o � c D V U ♦V A w W a Q' `o r C Cv ani e New 2x12 Roof Framing -- I-- --- — - _ I ------ --,9 16"o.c. E ]E--=7_CC_�C_CC_► �C�_ ��- CCT _CI 1ll1_—J�1_-_C��_l When We Build,Let Us Think That We Build Forever... C--C -�C--_C �CC� -1 -- —Ct—� ---- C_ _IJI1-_--� --1 -_ - C_ OWNERSHIP AND USE OF DOCUMENTS C_1 J.-J�_'CCI = CopBiyht 2022 Frank B.Ryan,Jr.AIA and �� The Golden Mean Group,LLC EiCC-C1-11_CCC�CC__��_ I -_CGCG--C_-CCC_1[CC The drawings r and all the ideas,arrangements,designs,and - - - - plans indicated thereon or represented thereby T-J ( - - -I ----- - -! are owned and remain the property of T - l- - - - - Frank B.Ryan,Jr,AIA Architect __ and no part thereof shall be utilized by any I person, firm,corporation,or entity for any ur ose whatsoever,except with the express f :I , - I written consent of -_-- Frank B.Ryan,Jr.AIA 71 and The Golden Mean Group,LLC. CONSULTANT: -11 El - - - - - -- - -- - CONSULTANT, - - - -- ! NOTES: _.�:.:_�=r_.::: ---- -- - ----_ - --�-r - ------------ - ---------- -__------_-- ---- I I. 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I C_C 11 1I---111- —IIC_,CI-CCC_ CCCC=C C--CCI__IIC CC- -- - -- I----- II---r_ he -- ]ILS _-------T--- - - -- - - _--�_-�--- GOLDEN M E AN � !' it I' j , ' I GROUPLLC _ -- ------�--=T----�r=—Ij-- Architectural0esig ]: -S IT- YI T Facility Consulting Strategic Planning • it I ,! � I ' II ': -- - - -----L-- `- - L— - i i - t ------------ Existing Cottage '� Roof Framing #1 Mercia Lane, 2nd Floor Greenwich, CT 00830 (203) 410-57u3 voir_a 1.618033988749894848204586834365638117720309... gmg@molder,-mean corn ! - JOB NAME; Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road ---�_------ ---- - � Greenport, NY 11944 I------T--- --- �I]------- -- -- �-- SIC----- -- T, ---- -=---- ---_--ui- ---- i -- ---- - -- - ---- -- -- - - - - - - -- DATE: li lUul - As Noted -- -- - -- - ----- - - - SCALE: L 11 II I H II IiI'I II II II II II II II III li II II I� 't n II II III II II !I II II II II I! I! II � '' � , DRAWN BY: FBR j Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: Roof Plan -- Framing SCALE. VM" = 7'4' ,�FtED ARC / True North ®r - Sheet No., - d DRAWING TITLE: Project North Roof Framing Plan -- Proposed