The URL can be used to link to this page

Home My WebLink About49446-Z ermi a �ju o e nit #020 � B 0 I 0 1 1 N wv 3 a �a• lt- t' w .- • �p� ` u�,,-`, , ° � DOC -- Sheet List Unit B o N . - • 4, ' b �:«,•'ss ' * .. ►�"'T""" V,` "rS_.r'"'� ms's -9 r x Sheet CD Number Sheet Name C_ 'u A-001.00-B Title Sheet-Unit B oa .. A-001.02 Site Area Plan A-002.01 RESCHECK-Unit AB When We Build,Let Us Think That We Build Forever... - i ��N .-. ••`� .. .. µ .A"•."'^.,"'"» ,� ` , i Hermitage II B Unit *020 ,{ ♦ '�,' ^W as T.3 +` .r� ' r +a, r • t,'#• 8` ' a, i A-002.02 Su (mental Notes-Unit AB A-002.03 Supplemental Details Unit AB • x.= +' r •♦ ;+ i»' t =,,4 +»+ -, rA-002.04 Supplemental Details--Unit AB OWNERSHIP AND USE OF DOCUMENTS , © Copyright _ » I° ',�, E. t'' �'F .T-ti N tw k, r R ,• k , 2022 k t A-002,05 Supplemental Details-Unit AB A-100.05-B Building Site Plan--Unit B By Frank B.Ryan,Jr.AIA . •„ } _ i i.¢ °+`` A-1 01.04-B Foundation Plan--Unit B and 1.• `, �. e _ `"i ° .• i �, `. ra l�+"�4 't r" ."" : �• " y , ' The Golden Mean Group,LLC � 7 A-102.04-B First Floor-- Unita A-103.01-B Reflected Ceiling Plan--Unit B °� e `t ' ',�.r �+ t * *err The drawings d7;' t . �.' .»� .« t - '. A-104.04-B Roof Plan--Unit B r" • _ �r and all the ideas,arrangements,designs,and ... ��, I, r+ �* _ , ' °a i,. ,. , • e -. i t A-202.01 Building Elevation-Unit AB North plans indicated thereon or represented thereby - - .' . # •`"� �' k',,. "� + "r �« ' . A-202.02 Building Elevation-Unit AB South are owned and remain the property of •,5 _ : ;�'. t. ; "• Frank B.Ryan,Jr.AIA Architect ;x. r' X. 1 . .' , A-202.03 Building Elevation--Unit AB East _ a' Ayj doe' .1 '•, '; .r ._. lA - .,• and no part thereof shall be utilized by any _ ^ " t .,� -i . �' C� ..1.. *„� .,: `t ' 1 .� ,,.F.� .,•p 'e • , . a ,y ,,.mac. li t• - - g ' �w. �, m �� .ova � (4,` ��, '&- A-202.04 Building ElevationUnitAB West person, firm,corporation,or entity for any 023 e I ter ' xx" "�� ""' '°• +"�. - •' �"�; *` A-301.01-B Building Sections Unit B purpose except express ,, „r A 9 PrP P P t- * "^ '` '• » A-501.01-B Detail Sections-Unit B written consent of {, 4:019 n ` / •` e �";, rrr°�• . '!` �, {•`. Frank B.Ryan,Jr.AIA -------------------------- -t .t{' ♦ " R . / ...fi y .., `+r� t R `. � P .� . i' t • ,p ;.4.r kr., 'P� 3 y �« t s r. A-501.03 Flooring Finish Plan--AB ' °� •3Nn>• c ,4- ,> Y tr r +9 • �'�''• ("("f'1'"• �� '`ae 1 rt• ,1, w1u » , ♦ tl A°' �,'__ d y nti, .' u, diw : '+,. " .&x k,a a and 1 - '.r '»" _ . / Utl. , • . 4` _ "4 .r` "' ; A-601.01-B Door Schedules&Details-Unit B 4 1 „�w .5 +` ,.;' � r ,•ti,�. e��, �� t The Golden Mean Group,LLC. L----- .. %1a3ti! �. - ` w..Atrr•.a%> _ yv, wr.e .r'• ,$ '°V , i p A-602.01-B Window Schedules& Details - • Ia'� 11 l - <1. t q a,Y..tf ¢8 . t a - q8 2 // 'tr a�* "�. ',.,!^" " ,+� f."xr,'. - ' }r ,,• y e' .�� .,n�;"`+' s '.E `*,}y�:„�► t,�`+ 4 Unit B � 9, g 104 00 kA-604.01-B Casework&Specialty Equipment Unit B1014 ° ULTANT: ;000 CONS -701.08 LVL Details 007` A S , "'L„res •s�h 'e '+e 'r ._ �"cy a�" . 'ti `e #b y'V' • I{t`'»` t. S�',. ,.•� „w°» f ;�, . " , 3 A-801.01 1-HR Demising Partition--Unit AB • I I t r ! •6,•r. +'� � 'u 1 - R°" .w ..ar.t•`e •n .a= k:R.- '� •. '" .r"`• ' ;� $ 1 •',.'�. _ �f , y�`�4'w •mq '`'4'.",n",.. - �` ., »5 tS, `"ik '•° �e g -1 "' ` .v. _ « t , t^ ,�`+4'.".'*, ,. A-801.02 1-HR Demising Partition--Unit AB ": '^ 1 dpy`6 �er�Mdrl, :.L, ' •�,r, g .` A-802.01 Demising Sections-Unit AB f6�''.A!�""' % .. ', ;f `.«: ' ; :4 '�,',• ,' " " r t �, «'`` x :t. ? .. 1. A ,. n A-802.02 Demising Sections Unit AB CONSULTANT: �. _ , akr # "�•x"1 E-102.01-B MEP Electrical Layout-Unit B I _. _ ■ � •. -a , ,f6 � `'aR ,� � &� p'r ,''I _ �• �' f .M,� c tM a "4... ;�.` �' „' � Y•}. M-901.01 3D MEP Ductwork-AB - I - - � ♦•' 4p'�•t� - / ` � �r } .,� „ �♦ ` � '� y M' 9 ., w'W 'p sr�, i 4 rB F wW„+G,j-»4 �.k) �' , ® i ,ems �. ' •es eo-c ___ tow_ + „ �I- ' / ''n' .• '4 -. �y - s `'• 1tn,#b +1• �, '�, - a «. d'�'p`t,. '.etl. F'�'"k . .µ :. '1 s . '*` ,�„ - ' • ,r ,;0't M-901.02 3D MEP Sanitary--AB 4 .{ +k; s44, 1 - 9 $ 'M x / •�!A '*`^$ ±, 9r a-°".+, r •>i. 'ya '•.'" `�,4,. k ,v ,. 'N h.\. �,, +"e" ,/syr-r,..&.,..a#r..•.s�,�+'•t` .,`,,,,:,�a ;�f x,.� " s+°`. '• _ __ 1 0 �� i E a , °cA �, , .w yJ�{p � „„ a :{• , Y S-102.03 B First Floor Framing Plan Unit B - ' - is v - r '* xr w A,' K $ s�4. 4• , ms`s"` "y `'ak"'` x i '}+'Y' •}��'' yg+ - b.;tlt ,. f S-1 02.04-B First Floor Column Locations Unit B NOTES: .• - - F, $ Y` I a .i.. \. 5 «,q 4 'z `''4' '" .ri'ia' ' "k'S; ..-•%r+''Y`. b ' Y♦Yaa �' - ?'"" ,tf-"o-.,' -. - ar '; s - •. • : - •.. _- ♦- .- r - _ .. - - _ - -l 1 tiQ� ,.. 8 �---. .__-- 1,i--- t-- t ,e p" Ii $ �e.:'U ti sl .a'k �^. a�,-Ra*,•+�G,�!k•,'4.•�+•° w.1r'-.',, 1- zn'`dyra*sA.;.Ay�."e.„,�t,-;-rdr14f�'.}.. + r<.. "t'" �„ "` ax:e` ki;;'-,, t�"•* „�%,,p•t,�"»s",sr`w,.',,,"�;p�'•":,d. 1 -103.03-B Ceiling Framing Plan-Unit B `m :--- _ _: S-104.01 Roof Framing Plan Propose dS .,ew 7 .117 _- r"al°` t � � • • • . . 1,. a ,,�" ,at, , ,.,� .`,. ~� .. �`'� • -41 --- - - 1 '` '�€w�> I � <'•� "x .� �'' '� 'nom` � ,e , ,., _ ? "■-rr*+d�'r �wt4�^.or2-dw•a�arar}wn' �•"Y"buNvr+ -R•,iter ." rr-".m`,'•�.yy� w ,.3. '` _LJ 7 ■ + �* 1. • I ` . I j 1 • 1 ' Location Plan Site Plan SCALE: 1"= 100'-0" 77 SCALE: 1" = 400'-Ott _ I 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... I Entry The Unit B - : ; Project Location GOLDEN MEAN GROUPLLC A11001-H111 OR Architectural Desig Facility Consulting Strategic Planning no - - - - - L _L J fmo y,. t i - - I =Ell - o � ------ .� - ! #1 Mercia Lane, 2nd Floor ❑❑❑ Greenwich, CT 06830 ° - TTTT _. 0 : ❑❑ ❑ L 11 - FLl ❑❑❑ _- (203) 410-5783 voicr]L1e e _'.� 1.618033988749894848204586834365638117720309... gmg@golden-mean.com Area Plan 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 Buildin Codes Greenport, NY 11944 State of New York Building Codes. Parcel ID: Use Group: Residential--R3 Soil Capacity: 3,000 p.s.f. Component Status Codes Current 2020 Peconic Landing Book/Page: ASNRAE90.1-2016 wnhamendments DATE: 17-1001 MBLU: 2020 Building Code of New York State SCALE: As Noted Construction Type: Type III-B,Un-Frotected Concrete Fc: 3,000/4,000 ps.i. Exterior Walls Provic1500 Breaknock Road ed IBC 2016 with amendments 2020 Property Maintenance Coda 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 Proviced IPMC 2018 with amendments 2020 Residential Code of New York Zoning Approval: State Planning and Zoning Information Building Permit: FramingLumber: Douglas Fir;Fb= 1 250 s.i.• E= 1.7m .s. . Fire Enclosure of Exits Proviced IRC 2018 with amendments Accessible and Usable Buildings and g p• � p BID Docs: Facil;ties 2009 of New York State A1121,2009 without amendments Construction Docs: Building Code Limitations Shafts Proviced 2020 Existing Building Code of NYS As-Built: (ERC 2018 with amendments Limit Complies Standard for the Installation of Sprinkler Mixed Use Separations Proviced Systems 2016 of New York State Lot Area(Min.) YES 2020 Fire Code of NYS NFPA 13,2016 without amendments Status Interior Load Bearing Partitions Proviced IFC 2018 with amendments PRC'H I C` National Electrical Code 2017 of New Stories Above Grade Complies Lot Frontage(Min.) YES 2020 Plumbing Code of NYS York State (L �ypd1,JR. Structural Members Supporting Walls Proviced Front Yard(Min.) YES IPC 2018 with �,h amendments NFPA70,2017 without amendments � P*• O Area Per Floor Complies If � Floor Construction Provided 2020 Mechanical Code of NYS National Fire Alarm and Signaling Code (n ILL O Side Yards(Min.) YES 2016of New York State V IMC 2016 with amendments Water Closet Complies NFPA72,2016 without amendments Roof Construction Provided 0 LavatoryComplies Ground Snow Load: 30 s.f. Wind Speed: 130 m. h. Rear Yard(Min.) YES p p• y, y1 2020 Fuel Gas Code of NYS Safety Code for Elevators and - Tub/Shower Complies p Y p t' Y IFGC 2018 with amendments Escalators 2016 of New York Slate p Exposure Factor: 0.7 Exposure Factor: B Lot Shape(Min.) YES True North Sheet No: A-' ` ASME A771,2015 without amendments 2020 Energy Conservation Code of 0_R ■ NYS Kitchen Sink/Washer Hook-Up Complies Importance Factor: 1.0 Importance Factor: 1.08 Building Height(Max.) YES Building Code Requirements for p P Structural Concrete of New York State (ECC 2016 with amendments H t M d I B U DRAWING TITLE: AC13182014 withamendments Parking Complies Seismic Coefficient Av=.11 A.=.15 Building Category: I Building FAR(Max.) YES Part 1 Title Sheet -- Unit B &3 of the NYStretch Energy Code 2020 Project North IECC 2018 with amendments C-) Cl) Hermitage 11 Model B Uni � �� a, o Nua _\ f CU w z I D d I V � Q_ I l I When 14 Buitd,Let Us Think That We Buitd Forever... I I I f f OWNERSHIP AND USE OF DOCUMENTS f © Copyright 2022 By I — Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings I and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of —�nn -------------------------------- ------------- ran AIAArchitect — — — — — — — — — — — — --— I v ` - .•• , no part shall be utilized by any Ryan,J and hereofsh ti person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of II r Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I �1:. � .. '.. .. •.,�. . "• ..• � .: .. '. ' : � •. , '- - CONSULTANT: •Unit A Entrance I • ; •• .: �, . - : . •, - COPJSULTANT: NOTES: i li - - B Entrance — — _ — 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,371,610,987... i li The I GOLDEN DEAN Ll GROUPLLC Architectural Desig Facility Consulting Strategic Planning I I I I I I #1 Mercia Lane, 2nd Floor 1 I , Greenwich, CT 06830 Ay - — (203) 410-5783 voice a I - w' 1.6180339887498948482045868343656381177203Q9... — — — — — — — — — — — — — — — — — — gmg@1)golden—meen.com - I —--—- JOB NAME: -- I I i Peconic Landing Hermitage II B--Unit#020 _ 1500 Breaknock Road - - - - - - - - - - Greenport, NY 11944 DATE: 1 i-•I uu1 SCALE: As Noted DRAWN BY: FBR — — — — _ Project Number. 17-257 Zoning Approval: — — — — Building Permit: BID Docs: � Construction Docs: As-Built: SS i /V True North Sheet No.: A-O O 1 � O DRAWING TITLE: Level 1 Project North Site Area Plan SCALE: 1" = 10'-O" Ur G ieUnita; Generated by REScheck-Web Software of �'a f- S ■ ■ \V •2'J ' U N — w CC Compliance Certificate Area - 721 s.f. � � Z -C' Project Peconic Landing Unit #019 A and B C� ^, J W Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Alteration When We Build,Let Us Think That We Build Forever Orientation: Bldg. faces 0 deg. from North ... Climate Zone: 4 (5572 HDD) Rentable Area Legend Permit b Permit Number: ----- _- -- - -_ -- - _ _ -- OWNERSHIP AND USE OF DOCUMENTS 1 1 : . k i+f I jr_r t 11 r r,I © Copyright 2022 Construction Site: Owner/Agent:ent: Desi ner/Contractor: I- %i I gBy -p f .il R Frank B.Ryan,Jr.AIA Ll Net Area 1500 Breaknock Road Allison Latham Frank Ryan - 1 - Greenport, NY 11944 Peconic Landing The Golden Mean Group, LLC i ( ,; i and _- __ 1500 Breaknock Road 1 Mercia Lane, 2nd Floor • - :L---� - - I_—�. __ _tf I � - a t' I__ � _ �;f The Golden Mean Group,LLC Unit A Greenport, NY 11944 Greenwich, CT 06830 = _ The drawings and all the ideas,arrangements,designs,and Net Area f •.f _ . , r t.: i l Plans indicated thereon or represented thereby are owned and remain the property of -- Unfit B III I ( ( I I—IIII —I IIII—III I I II I IIII I I— Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any -. East -- ResCheck purpose whatsoever,except with the express SCALE: 1/8" = 1'-0" Frank B.Ryan,Jr.nt A Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. a Area 957 s■f■ CONSULTANT: u CONSULTANT: L.rl,...,'. . _' ' - .. - . -t 4' _I.: .+,' I '.lrTT �:, .a, ql,m, ,1„,1,,, a,4'.,J,°.t,� •-4a,J. ,,.M. 4 etyA rea • -- -- -- -- NOTES: -- _ r —.., _ _... • . . — _ RESCHECK Lighting Fixtures r-=--, �, r a Wa Family y - i 1 Ceiling Light Flat Round: 60W 277V 1680 W r - - Ceiling Light Flat Round 60W 277V• 28 1680 W --- . .. . . . . .. . - ., . . ._. I I I i I I I I III �I i lI III I i i i l l I l i I 1 1—III — Pendant Light - Hemisphere: 150W - 120V 600 W - 12 V: I I ■ 0, 8,13,21,34,55,89,144,233,371,610,987... Pendant Light - Hemisphere. 150W 0 600 W � I 4 The ! ' I GOLDEN DEAN R P LLC ell',� ) iii �� t! RESCHECK -- Window... G OU I' - -- — , l II - --- North -- ResCheck LDaylight2 Level Area SCALE: 1/8" = 1'-0" ----=--=_- I — ^— A hit t 1 Desig -_ - -- ---- _^----_ - - - - Level 1 201 SF Facility Consul ting -� - _ _ 201 SF Strategic Planning - - - _ _ _-- - .• -- -- -- --_—�= to rc n Area = 1015 s.f. 4 yt �-ltj+ ® — t - _ - - ESCHECK -- Exterior... - • . �. R F Level Door Area #1 'a Lane, 2nd Floor y: Greenwich, CT 06830 Level 1 40 SF L ._ - = - - Level 1 -- Rescheck - Level 1: 2 40 SF 4io-5 83 voice - - SCALE: 1/8" = 1'-0° 1.618033988749894848204586834365638117720309... RESCHECK -- Wall Types Schedule - __._ j '' - _ - _ -: ■ Project Summary Assemblygmg0agolden-mean.com I = T1I = I = = III - I - - I— I — - locationand Weather__ Family and Type Code - Project Peconic LandingJOB NAME: Address -- 1500 Breaknock Road Greenport, NY 11944 - . . _._ _ _ _ _ 1/2" W Stud B2010100 Calculation Time Thursday, March 19, 202012:16 PM [Basic Wall: Exterior Siding On 3 Wood Peconic Landing Report Type i-Standard Hermitage II B--Unit#020 Latitude 41.12° Basic Wall: Exterior - Siding on 5 1/2" Cedar Shake B2010100 Longitude ! -72.36' 5 Breaknock Road Summer Dry Bulb 190 of --. g South -- ResCheck Greenport, NY 11944 _ ---------------- - Basic Wall: Exterior - Siding on 5 112 Wood Stud 62010100 Summer Wet Bulb _ _ _l 77�F winter Dry Bulb 10'F ALE: 1/8" - 1 0 Mean Daily Range 14°F Basic Wall: Foundation - 10" Concrete A1010200 _ Q Area — 782 s■f■ DATE: 17Noted SCALE: As Noted Basic Wall: Generic - 5" 62010 DRAWN BY: FBR Project Number. 17-257 Building Summary Zoning Approval: Inputs Basic Wall: Generic - 6" B2O1 O Building Permit: Buildin Type . . Single Family _. BID Docs: - g yp -- --- g Y - -- ------ - — ---— - Construction Docs: - - Area SF _, s Bms. Volume )CF 82010 '`�,�f 2,543 - -- - - � �-fir' ,.: A- 20 340 28 ; Basic all Generic Masonry Ashlar ��' ;�. Calculated Results Peak Cooling Total Load (Btu/h) _21,687 5 Basic Wall: Interior- 4 1/2" Partition C1010145 k � lid - - --y -. . . - - --- -- - „� i PRCHITF T Peak CoolingMonth and Hour Jul B:OO AM Peak Cooling Sensible Load (Btu/h)— 16,914.0 _ I _. __-- ___-... .._, ._ . __-- _ -..._ _-._. __--- Basic Wall: Interior- 4 Marriage Partition C1010145 Peak Cooling Latent Load (Btu/h) 4,773.6 Maximum Cooling Ca pacity(Btu/h) 21,687.5 Peak Cooling Airflow (CFM) 623 Basic Wall: Interior- 5 1/2" Partition (1-hr) C1010145 - _ � I _ " a J i "' =. -„ i . 0 Peak Heating Load (Btu/h) 40,790.5 Peak Heating Airflow (CFM) 982 Basic Wall: Interior - 5 1/2" Wood Stud 62010100 - I = �` -1' h -- ---- - - -- - -- .. . -- - - _. i 1 - Checksums I. i1-4, m. Cooling Load De nsity(Btu/(h-ft')) 8.53 — —I I Sheet No.: w I■ w _ Cooling 0.21 - Basic Wall: Interior- Soffit 4 Partition C1010145 - _ — — — — — — — — — — — — — — — — Flow DensitCFM SF Cooling Flow / Load (CFM/ton) -- - 289.20 - - — I — I I I I I DRAWING TITLE: _ _ _ _ _ _ _ _ Cooling Area / Load (SF/ton) 1,406.82 _ _ _ Basic Wall: Interior Shaft - 4" Partition IC1010145 West _t' : tl� - = I _ I ( I — = I I I = RESCHECK -- Unit AB Heating Load Density(Btu/(h-ft')) _-_- _- _-- _ _- 16.04 . .. ... ... . ...._-. __. _ ._._. _. .._._. _-- .._ � _ _ , Heating Flow Density(CFM/SF) 0.39 SCALE, 1/8 ( — r J U? Hermitage Mod�el Units of GENERAL NOTES CONCRETE NOTES WOOD NOTES ADHESIVE ANCHOR NOTESca 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 WHOLLY OR PARTLY OF WOOD DR 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: CODE w\EMPHASIS ON CH. 19-CONCRETE. ALLOWABLE GRADING AGENCIES CONSIST OF NELMA,NSLB,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 N 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 0 - READY MIX CONCRETE (ASTM C94) TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T.LUMBER TO BE 1917.MAX. UNGROUTED CMU HILTI HIT HY 70 GROUND SNOW LOAD: 40.0 PSF (MESH SLEEVE REQUIRED) N i 28.0 PSF (SLOPE ROOF LOAD) 28 DAY COMPRESSIVE STRENGTH-ASTM C 391C 39M(UNLESS NOTED) 3. ALL LAMINATED VENEER LUMBER (LVL)SHALL BE LOUISIANA PACIFIC (2950 Fb-2.OE SOUTHERN 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 0.07.AIR CONTENT 4. ALL DIMENSIONAL LUMBER SHALL BE KILN DRIED TO MAX.MOISTURE CONTENT OF 1717.. 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 We Build,Let Us Think That We Build Forever... SIMPLIFIED METHOD,WOOD SHEARWALLS 5. ALL WOOD MEMBERSTO BE REJECTED FOR EXCESSIVE AND/OR STRUCTURALLY UNSOUND KNOTS, OR OTHER ADHESIVE 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 WOR: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 WOOD 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, 0 Copyright 2022 - AIR CONTENT TO BE 6%+1- 1.57o (INTERIOR SLABS TO HAVE 07o AIR) 7. PROVIDE DOUBLE JOBTS BENEATH ALL PARTITIONS THAT RUN PARALLEL TO JOISTS AND SPAN MORE THAN 1/3 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. TERMITE 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"ZMAX"OR EQUAL. 7. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY BY QUALIFIED, TRAINED CONTRACTORS IN person, firm,corporation,or entity for any INTERNATIONAL RESIDENTIAL BULDING 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, FOR 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 AS1M 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-MALE NAILS OR EQUAL. UNDER SUSTAINED TENSION LOADING WITHOUT SPECIAL PERMISSION FROM THE ENGINEER. and THE CONTRACTOR'S RESPONSIBLITY 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'-IOT DIPPED 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 818.2.1-1981 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. ALLTHROUGH BOLTS 170 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 IS 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%-70%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 =ACE OF CONCRETE UNLESS NOTED. BE NO LESS THAN THE IENGTH 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 USED IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEENSPECIFIED DEPTH. 15. ALL THROUGH BOLT HOLES TO BE DRILLED 1116"LARGER THAN BOLT DIAMETER. DRAWINGS AND FIELD CONDITIONS.THE CONTRACTOR 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 ANYDISCREPANCIES 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 95% 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 J OR SPECIFICATIONS. FINISH GRADE SHALL BE SMOOTI I 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 2'-G' 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\PRESCRIPTIVE NYS BUILDING CODE REQUIREMENT, OVERLAP,UNLESS NOTED. CH.23-WOOD, PART2304.9-GENERAL CONSTRUCTION REQUIREMENTS FOR CONNECTIONS AND 2. ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM STANDARDS&MATERIAL PROPERTIES: 6. THE CONTRACTOR SHALL NOTSCALE FROM THE DRAWINGS FOR FIELD WORK. FASTENERS,TABLE 2301.91. STAPLES SHALL NOT BE PERMITTED UNLESS NOTES ON PLANS. 4. ALL INTERIOR SLABS SHALL HAVE STEEL TROWEL FINISH,UNLESS NOTED OTHERWISE. ALL EXTERIOR SLABS TO HAVE • W&WT 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) r 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 MASONRY NOTES • L SHAPES: ASTM A36 (36 KSI) THAT CURING PROCEDURE UTILIZED IS COMPATIBLE WITH FLOOR COVERING SHOWN ON ARCHITECTURAL PLANS. • 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 PERFORMED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS • PLATE STOCK: ASTM A36 (36 KSI) The AGOLDEN ME ORDINANCES,THE BUILDING CODE AND THE ENERGY CONSERVATION CONSTRUCTION CODES OF NEW YORK FOR MASONRY STRUCTURES (ACI 530/ASCE 5/TMS 402)-LATEST EDITION. STATE,THE AMERICANS WITH DISABILITIES ACT,ANSI, OSHA AND THE NEW YORK STATE LABOR DEPARTMENT, d. SLABS SHALL BE CURED USING PRE-APPROVED WET CURE METHOD FOR A MINIMUM OF 7 DAYS. OR,IF COMPATIBLE WHETHER A NOT INFORMATION AND J OR WORK SPECIFICALLY SHOWN ON 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 AN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ASTM-C90, GRADE N,T7PE 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). GROUP LLC THE OWNER FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. 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 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 I, 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 1/3 SLAB THICKNESS. WEIGHT,WITH A GROSSAREA 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. 5. GROUTSHALL BE IN ACCORDANCE WITH ASTM-X476 FINE OR COARSE,AS NOTED. INSTALLATION. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL CURRENT OSHA STANDARDS. ArchitecturalDesr THEIR RESPECTIVE TRADES. .g 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS8. ALL CONNECTION MP SET FORTH IN ACI 117. FLOOR O COMPONENTS (FASTENERS,PLATE STOCK,WASHERS, EEC.) USED IN GALVANIZED FRAMING FLATNESS F-NUMBER AND LEVELNESS F-NUMBER SHALL BE 25 AND 20,RESPECTIVELY,UNLESS NOTED. 6. NO ADMIXTURES SHALL 6E ADDED TO GROUT OR MORTAR WITHOUT PRIOR PERMISSION FOR THE ENGINEER J CONNECTIONS TO BE HOT DIP GALVANIZED. ALL CONNECTION COMPONENTS USED IN STAINLESS STEEL Facility Consulting 12. THE CONTRACTOR SHALL BE RES'ONSIBLE 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. SUBGRADF 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-EAR)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. WOOD SHEATHING $ SUB FLOOR NOTES STRENGTH OF 60 K.S.I. 14. ITIS THE DER OF THE ITYEXISTING OF THE CONTRACTOR NT KEEP CONSTRUCTION DUST FROM PENETRATING INTO THE 9. ALL MORTAR JOINTS SHALL BE CONCAVE FOR EXPOSED SURFACES,UNLESS OTHERWISE NOTED. 11. 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 CLEAN AT THE END OF EACH WORKING DAY.THERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD. I. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD 10. ALL LOAD BEARING WA-LS SHALL HAVE FULL BEDDING MORTAR UNLESS OTHERWISE NOTED. 12. ALL WELDS SHALL CONSIST OF E70XX (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 15. THE AREA OF WORK SHALL BE SECURELY ENCLOSED AND LOCKED BY THE LAST CONTRACTOR TO LEAVE THE EXPOSURE I CLASSIFICATIONS. 11. MORTAR SHALL NOT BE JSED 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 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. WELDER. Greenwich CT 06830 • 518"CDX PLYWOOD • ATTACHED w/ lOd RING SHANK NAILS 6"O.C.EDGE, 17'O.C.FIELD,TVP. 13. GROUTSHALL BE PLACED WITH A MAXIMUM POUR HEIGHT OF 8'-(7'IF LOOKOUTS ARE PRESENT OR A 14. WHERE FILLET WELD SIZES ARE NOTED AS"AISC MIN"ON DRAWINGS, FABRICATOR TO PROVIDE MINIMUMSIZE MAXIMUM OF 5'-0"WITHOUT 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 • 314"BC PLYWOOD AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE, COUNTY AND TOWN AUTHORFT IES.THE • TONGUE&GROOVE PRE-ENGINEERED WOOD TRUSS NOTES CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT • ATTACHED wl IOd RING SHANK NAILS, 6"O.C.EDGE, 1170.C.FIELD,TYP. MATERIAL THICKNESS OF MINIMUM SIZE OF MAXIMUM SIZE OF 1.61II033988749894848209586834365638117720309... INFORMATION AND/OR WORK 6 SPECIFICALLY SHOWN ON THE DRAWINGS. • GLUED CONTINUOUSLY w/DAP BEAT THE NAILS OR EQUAL 1. ALL WOOD ROOF TRUSSES SHALL BE 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 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. TO 114 INCLUSIVE 1/8 1/4 PLUMBING NOTES 0 1/7'CDX PLYWOOD OVER 1/4 TO 1/2 3/16 gmggolden-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 1. ALL PLUMBING WORK, EQUIPMENT,ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • NAILING PATTERNS TYP.,UNLESS NOTED ATSHEARWALL IN THE STATE OF THE PROJECT. TRUSSES TO BE UNIVERSAL_FOREST PRODUCTS OR EQUAL. OVER 3/4 5/16 MATERIAL- 1116" AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE, COUNTY AND TOWN AUTHORITIES.THE JOB NAME: CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT 5. ACCEPTABLE SUBSTITUTIONS INCLUDE: 3. THE TRUSS SUPPLIER SHALL SUBMIT COPIES 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: 1/7'ADVANTECH OSB OR ZIP SYSTEM WALL SHEATHING 4. ALL LUMBER SHALL CONFORM TO THE 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#0201500 Breaknock Road 5. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A466-72 GRADE A GALVANIZED STEEL OF NO LESS THAN 2)GAGE THICKNESS 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 Greenport NY 11944 REGULATION AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THE CONT -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 S SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED BY TRUSSES PRIOR TO ERECTION. DET -DETAIL PROP -PROPOSED AN AGENCY APPROVED BY THE TOWN.THE CONTRACTOR SHALL FURNISH THE OWNER THE APPROVED I. FOUNDATION HAS BEEN DESIGNED TO RESIST UPLIFT AND OVERTURNING FORCES WITH OVERBURDEN 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 DAMAG.D TRUSSES MUST BE APPROVED IN WRITING BY ENGINEER OF RECORD. ELEV -ELEVATION RC -ROUGH CUT DATE: 1/_1 U01 INSTALLING BACKFILL AND/OR FOUNDATION SLAB STRUCTURE. ENG -ENGINEER REINF -REINFORCEMENT 2. AT LEAST ONE SINGLE-STATION CARBON MONOXIDE DETECTING ALARM DEVICE,INSTALLED IN CONFORMITY WITH EX -EXISTING RFT -RAFTER SCALE: As Noted 2. FOOTINGS HAVE BEEN DESIGNED TO REST ON IN-SITU SOIL WITH AN ALLOWABLE BEARING CAPACITY OF 8. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST UPLIFT FORCES.STRAPS ARE TO BE DRAWN BY: FBR THE NEW YORK STATE BUILDING CODE RULES AND REGULATIONS,SHALL BE PROVIDED ADJACENT TO SLEEPING 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 TEMPORARY BRACING REQUIRED FOR OR DURING ERECTION. FTG -FOOTING TOS -TOP OF SLAB Building Permit: EACH FLOOR LEVEL,IN EACH BEDROOM AND ADJOINING HALLWAY.ALL ALARMS TO BE INTERCONNECTED IN 3. ALL SUB BASE MATERIAL SHALL BE COMPACTED TO 95%OF OPTIMUM MODIFIED PROCTOR DRY DENSITY 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-D1557,WITH A MOISTURE CONTENT OF±2%OF OPTIMUM. 10. CONTRACTOR TO INSTALL WOOD TRUSS 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 UN -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 HJCISTTO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RCN IT� OCCUPANCYSAFETY AND HEALTH ADMINISTRATION"STANDARDS FOR THE CONSTRUCTION INDUSTRY,29 RECOMMENDATIONS. T CFR PART 1926-SUB PART P-EXCAVATIONS". 4�O ypN,JR. 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 EXCAVATION. AT THE DISCRETION OF THE ENGINEER,UNSUITABLE MATERIAL SHALL BE REMOVED AND 3. POST OR COLUMN LOADS AT FLOOR/WALL JUNCTION SHALL HAVE SOLID BLOCKING FROM SILL PLATE REPLACED WITH CONTROLLED FILL CONSISTING OF NYSDOT ITEM#304.11 OR EQUAL. SUBGRADE SHALL BE TO BELOW TOP PLATE: O LOAD SHALL NOT BE TRANSFERRED THROUGH WEB OF JOISTS. V) " J COMPACTED IN 10"LIFTS TO 95%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 ti RECOMMENDATIONS. 8. AS PER NYS CODE RULE 753,THE CONTRACTOR SHALL PROVIDE DUE AND TIMELY NOTICE TO"DIG SAFELY p� NEW YORK"AT 1-800-962-7962 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING DEMOLITION OR 5. BRACING SHALL BE USED DURING INSTALLATION TO PREVENTTWIST OR BUCKING. Sheet No.: (� y C' a� EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NYS CODE RULE 753. ' ` V� .�dmr UPON DISCOVERY OF UNKNOWN UNDERGROUND FACILITIES, CABLING, ETC.WORK IN THAT AREA SHALL 6. I-JOISTS ARE NOT MEANT FOR EXTERIOR 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 AND SHALL 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. 7. LATERAL RESTRAINT FOR 1HE BOTTOM FLANGE IN THE FORM OF BRIDGING,BRACING,BLOCKING, OR Supplmental Notes -- UnitAB CEILING MATERIAL SHOU-D BE PROVIDED AT 8'-O"OR LESS ON CENTER. U Paper Faced Batt Insulation 3/4"Sheathing w/Tyvek or Similar. J o M 1/2"GB Finish; Finish Wood Clapboard Siding Hermitage JT, Model Uni t #020 0 V o 518"@ 1 Hour Walls. I'1 a co Metal Flashing at Sill_ HAUNCH, 3/4"Finish Floor SLAB AM ) #4 BARS c[5 w > s 314"Sub Floor � Wood Ledger w/1/2"Diam. CONCRETE SLAB, 5"THTC K w/ Floor Joist Bolted Connection @ 4'-0"o_c. WWF6x6 WZ.9x2.9,STEEL Framing w/ SLAB CONSTRUCTION, DECK CONSTR• TOW TROWEL FINISH N 2x4 Decking w/1/2"Spacing. _ — -C Paper Faced oc g f SEE DETAIL A/S1.1 SEE DETAIL A/S-3.0 a N 0'-6" Batt Insulation. uN • �j J Co nec on. TOS --- 2x10 Deck Framing w/Joist Hangers. _ TOP OF DECK 0'-0" HIGH 2x6 PT Sill Plate •j 0'-0" -0'-T LOW ~ w/1/2"Diam_Anchor _ DECK JST 2x8 PT WALL REIN F., Bolts @ 4'-0"o.c. < ` Slope Grade n 16" O.C. • SEE DTL A/S-1.1 _ i r` Away from Foundation. When We Build,Let Us Think That We Build Forever... Concrete Foundation _ Wall as Per _- 2 IS Cv� oriz. Rebar @ Top Code. o " 18 O.c_ OWNERSHIP AND USE OF DOCUMENTS CRAWL SPACE •1 " I _ © Copyright 2022 VAPOR BARRIER, MIL., 2'-0' OVERLAP AT SEAMS 8"WALL By 1 2 3/4" a< 1- - 2 1 -0—Insulation. 8"WALL Frank B.Ryan,Jr.AIA 4"Concrete Slab $ a rane or Similar FDN WALL CONSTRUCTION, .00 and on Plastic Membrane COMPACTED SUB-BASE-6" .`1 m�rf a _ Footing. SEE DETAIL A/S1.1 The Golden Mean Group,LLC .a�"1 -- � , —, � GRAVEL-TYPE #1 (NYSDOT The drawings ITEM#304.11) COMPACTED and all the ideas,arrangements,designs,and TO 957.OF OPTIMUM MODIFIED o- plans indicated thereon or represented thereby r PROCTOR DRY DENSITY, TYP. are owned and remain the property of LLi Frank B.Ryan,Jr.AIA Architect U and no part thereof shall be utilized by any DV -- TP.— CONCRETE i ca I Construction_Detail person, firm,corporation,or entity for any WALL TO BE INSULATED SIM.TO DETAIL purpose whatsoever,except with the express written consent of SCALE: 314° - FOOTING CONSTRUCTION, A/SI.1 C' HEATED LAUNDRY ROOM o? Frank B.Ryan,Jr.AIA SEE DETAIL A/Sl.l and The Golden Mean Group,LLC. TOF -4'-3" CONSULTANT: WAI L CONSTR.SEE FI OOR PER OWNFR STF'UCTURAL DETAILS FLOOR SHEATHING,3/4"BC, O T&G ATTACHED w/10c1 NAILS felccl' I � � ANCHOR BOLT,U2'HEX-HEAD,A307 r-6"O.C.EDGE, 12"O.C.FIELD • STEEL GALV.10"EMBED.,SPACED r' 48"OC,12'MIN C CORNERS 2x PT SLEEPERS CONSULTANT: Sit I PLATE,2x6 PT,w/ SLAB,4"THICK SLL SEALER OWENS w/ELTRO LFINIS.4, FOOTING CONSTRUCTION, CORNING OR EQUAL STEEL TROWEL FINISH (��( 2'-0" 11 ST FLR FF VAPOR BARRIER,10 MIL, Foundation SEE DETAIL A/5-1.1 1W 0.41 2'-0'OVERLAP AT SEAMS TOS/TOW -- --- — SCALE: 12" = 1'-0" NOTES: f1h Foundaton arage SCALE. 12 - V-011 SI AR DOWEL TO EXTEND INTO SLAB 24"#4 BARS VERT.WALL REINF., 12" OC, 20"SPLICE @#4 BARS AT 24"O.C. 8"WALL COMPACTED SUBBASE,6"GRAVEL, INTO WALL TYPE#I NYSDOT ITEM#304.11, COMPACTED TO 95%OPTIMUM MODIFIED PROCTOR DRY DENSITY SLAB CONSTR i o,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... RIGID INSULATION, PIER REINFORCING SEE DTL, E/S-1.1 2"THICK (4) #5 BARS HOR17.WALL REINF.,#4 BARS AT 8" CHAMFER EDGE The 24"O.C.CONT.,20"SPLICE LENGTH,w/(2)#4 BARS*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 AT TOP GROUP LLC *24"O.C.,6'1400K MIN. TO L FTG REINF., (3)#4 BARS 2" COVER 1 b EQ.SPACED w/3"BOTTOM COVER, TYP. • • TOW SCREENED GRAVEL,112" (NYSDOT 703- CONT.SPLICE LENGTI120",TYP. CLASS 1),&WRAPPED IN GEOTEXTILE • NON-WOVEN,AMOCO 4551,TYP., L 8" WALL -1 -2 Architectural Desig EXTENDING 3'-0"ABOVE TOP OF FTG, Facility Consulting APPROX.7-0"WIDTI1,INSTALL CONT. 1 -Q.. • • Strategic Planning AROUND EXT.FDN,TYP.WHERE DRAIN 2'-0 PIPE IS SHOWN.UNLESS NOTED DRAIN PIPE,4"PERE.PVC, PIER P AN VIEW SCH.40,SLOPED To WALL REINF„ DRAIN TO DAYLIGHT I SEE DTI_ A/S-1.1 w (} n— #1 Mercia Lane, 2nd Floor Founation @ Slab Greenwich, CT 06830 SCALE: 12"- 1 -0 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... BASE PLATE, SEE DETAIL D/S3.1 0 gmgCcl)golden-mean.com c� ( 3" REVEAL MIN. Z J • • / 0", J JOB NAME: TOP 1 INTERIOR WALL ABOVE, m — Peconic Landin 2x6 6 16"O.C. " VI F. w/ Foundation (CD Garaae Door 9 FINA I FINAL GRADING SCALE: 12"= 1'-0" w O Hermitage II B--Unit#020 � SILL PLATE,2x6 PT, Q 1500 Breaknock Road ANCHORED w/ MASONRY PIER TIES, U SCREWS, 1/4"DIA. x 4" #3 BARS @ 10"O.C. w a_ ° Greenport, NY 11944 SLAB CONSTRUCTION, LENGTH, SPACED C�? 16" W/ DOUBLE TIE AT TOP ❑ m w �I0 SEE DETAIL A/S1.1 O.C. O ❑ WALL REINF TO BE CONT. V-)< N THROUGH FTG STEP Z Z BOT WALL 8� FTG REINF rY Z O � J DATE: '11-1001 TO BE SLOPED @STEPS, PIER REINFORCING, I.-O.-So. 11' O O SCALE: As Noted — — — — (4) #5 BARS, PIER BASE Z °- �- ~ FOUNDATION WALL O z STANDARD LAP, TYP. LL Q c/) LL.. Q Z 8 — N BY: FBR EQUALLY SPACED - O > ., ProectNuumber. 17-257 w -;, 0 w ❑ Zoning Approval: .. I— u w Building Permit: O < Z L" I BID Docs: nof• . . - LL_ O j N w Construction Docs: Z Vi As-Built: _ LL- < X a Q LU — p4NTOF "'' - - SEE PLAN — A�GH1T C SLAB HAUNCH, 2'-0"x 12"THK., w/ REBAR HOOK 0 w0 ¢'tpN'JR. (3) #4 BARS, CONT.wl 20"SPLIC E (4) #5 BARS Ate. �� ,. • • TO F . 2-0 FTG REINFORCING SEE PLAN O FOOTING #5 C 12"O.C.E.W. 0 FOOTING CAN BE SLOPED n 450 DEPENDING ONlab Haunch 3'-0"SQUARE SOIL TYPEDISTANC � 3 „ _ , IF NECESSARY Sheet No.:' SCALE: 12 = 1 -0 2x STEP14 E BETWEEN FTG STEPS 1 5 Foundation Pier HEIGH1 (MIN) TO EQUAL 2x STEP HEIGHT (MIN) DRAWING TITLE: SCALE: 12" = 1'-0" �+ Supplemental Details -- 8 Co n c rete J ted Unit AB SCALE: 12"= 1'-0" J o WOOD FRAMING LEGEND Hermitage Unit #020 0 1, coo RFT/JST 2x L � o E a_„O C IYP PROPOSED JOIST/RAFTER-COMMON I-JSTS17F INDICATFD ( ?nom r PROPOSED I-101ST-DESIGNATION&DEPTH r' (a? '•U.C.,IYP. CD ---RIFT/JST 2x ——— PROPOSED JOIST-RAFTER OR REINF MEMBER C `o FINISH ROOFING SIZE AS INDICATED PROPOSED STEEL BEAM/GIRDER PER OWNER o N C J SIZE AS INDICATED PROPOSED BEAM/HEADER OR REINF MEMBER N "E ROOF SHEATHING, 518" CDX, C_SnEASINDICATED — — LVL BEAM/HEADER, tfr1 PLYS&MEMBER DEPTH T&G, 1 Od NAILS C b O.C. i PRE-ENGINEERED TRUSSES TO BEARING CONNECTION EDGE, 12" O.C. FIELD, TYP. BEAR ON EXTERIOR WALL When We Build,Let Us Think That We Build Forever... PRE-ENGINEERED TRUSSES, SOLID BLOCKING, FACE MOUNTED CONNECTION w/METAL SEE TRUSS SCHEDULE 2x6 CONNECTION PLATE,TYPE AS SPECIFIED 12 rj o`v OWNERSHIP AND USE OF DOCUMENTS SUB FASCIA, 51 z c Copyright 2022 By np INTERIOR BEARING WALL 2X8 RIPPED TO FIT Frank B.Ryan,Jr.AIA FASCIA AND SOFFIT6 and PER OWNER WOOD COLUMN — — The Golden Mean Group,LLC 2 6 The drawings Q Q STEEL COLUMN HOLDDOWN, and a!!the ideas,arrangements,designs,and plans indicated thereon or represented thereby jj-NTOP PLATE 6 SST H10 are owned and remain the property of DOUBLE TOP P L, Frank B.Ryan,Jr.AIA Architect I and art thereof shall be utilized b an SHEATHING 19''5 5/8" , � (2) 2X6 no Y P Y person, firm,corporation,or entity for any SW-_L•-- 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 @ MID POINTS /// The Golden Mand ean Group,LLC. Q►-- BEAM/COLUMN MOMENT CONNECTION LADDER OVERHANG FRAMING, 2x6 @ 16" O.C. HOLDDOWN, wl 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 SLOPL TOP CHORD BOTTOM CHORD NOTES SUPPORT POST, SCALE: 12"= 1'-0" DFADIOAD DFADIOAD T-1 GABLE 5 ON 12 12 PSF 10 PSF 6x6 RC T-EW-1 GABLE 5 ON 12 12 PSF 10 PSF END WAIL TRUSS NOTES: T-2 GABLE 5 ON 12 12 PSE 10 PSF i T-EW-2 GABLE 5 ON 12 12 PSF 10 PSE END WALL TRUSS ' SOLE PL, NOTES: _ o n nect o n eta i I DECK FLASHING, SCALE: 12" - 1 -0 SEE DETAIL J/S3.1 2x6 1. ALL DIMENSIONS TO BE NET D VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. i RIM BOARD, 2. DEAD LOADS DO NOT INCLUDE TRUSS SELF WEIGHT. 3. FINAL TRUSS DESIGN IS RESPONSIBILITY OF MANUFACTURER. LEDGER, 2x8 PT CONN.TO 11 718" LVL 4. ALL TRUSSES SPACED AT 2'-T O.C.MAX. RIMB OARD, w/ (2) 112" DIA. 5. ATTIC SPACE LOADING IS 20 PSF AND TO HAVE 3/4"CDxSHEATHING. THRU BOLTS @ EACH JOIST FLOORING PER OWNER 0,1,1,2,3,5.8,13,21,34,55,89,144,233,= KNIFE PLATE, SEE DECORATIVE CONN. POINT& (1) @ DETAIL C/S3.1 FACEMOUNT HANGER, MIDPOINT ON EACH JOIST BAY FLOOR SHEATHING, 3/4" BC, Truss„ I nformation SST OHU48-SDS3 T&G ATTACHED wl 10d NAILS The FACEMOUNT HANGER, SST SCALE: 12 - 1 -0 SUPPORT BEAM, Q @,1 6" O.C. EDGE, 12" U.C. FIELD RXin Rr, ) t DECKING PER OWiJER OHU48-SDS3 OR CONCEALED GOLDEN MEAN Q 1 HANGER CIT3—\ GROUPLLc oe DECK JST 4x8 RC 1 34'-T w, DECK JST 4x8 RC @ 36" OC L I @ 36" O C f Architectural Desig ,r-(r 17•-a, e Facility Consulting Strategic Planning z' liIz — — — — 5r �5 ' EXTERIOR WALL SHEATHING, I JOIST TJI 560 11-719' I ! 112" CDX, T&G, LOCI NAILS @ b" 16, O.C. -0P P1 ATF KNIFE PLATE, O.C. EDGE, 12" O.C. FIELD, TYP. ,/ 9'-05/8" SEE DETAIL E/S3.1 I UNLESS NOTED @SHEARWALLSJ SEE DTL IIS-3.1, FOR #1 Mercia Lane, 2nd Floor — TYP NAILING REQS Greenwich, CT 06830 TRUSS T-2 SUPPORT POST, SCALE: 1/A"=1' DOUBLE TOP PL, 8x8 RC (2) 2x6 Truss Detail (203) 410-583 voice SCALE: 12" = 1'-0" i 1.618033988749894848204586834365638117720309... 4 Connection DetailConnection Detail gmgC°olden-mean.corn SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" JOB NAME: 12 Peconic Landing 15 ROOF CONSTRUCTION, 8x8 RC POST Hermitage IIB--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 — COL w/SST HUC28-4 TO FDN WALL w/ HILTI HY200 FOUNDATION CONTR. FRAMINGSEE DETAIL- - FACEMOUNT HANGER, 1/2" DIA.w/4" EMBEDMENT DATE: 1I-1001 \4` SST LUS28 @ 24" O.C. SPACING FLOOR CONTR. SCALE: As Noted _ GARAGE TOP PLATE SEE DETAIL A/S1.1 DRAWN BY: FBR FACEMOUNT HANGER, Project Number. 17-257 9'-0 518" � DECKING PER OWNER SST LUS28 Zoning Approval: — Building Permit: BID Docs: 6 - a Construction Docs: HOLDDOWN, — As-Built: SST H10 FASCIA AND SOFFIT �` ',` PER OWNER DECK JST 2x8 PT DECK JST 2x8 PT � � Ia , t I S@ 16" OC @ 16" OC e OLID BLOCKING, 1 2x4 RIPPED TO FIT WALL CONSTRUCTION, $ B SEE DETAIL A/S3.0 KNIFE PLATE CONN BEYOND, o'"lb lq� .JR. SEE DETAIL E/S3.1 4 co U_ O Roof Eav_e CONCRETE PIER, SCALE: 12" = 1'-0" SEE DETAIL DIS1.1 Sheet No.: AN 4 Connection DetailConnection Detail DRAWING TITLE: SCALE: 12" = 1'-0" 8SCALE: 12" = 1'-0" Supplemental Details -- Unit AB ROOF CONSTRUCTION, J SEE DETAIL A/S3.0 —! PRE-ENGINEERED TRUSS, Hermitage Model Unit o "p ' TOP CONN PL. SEE TRUSS SCHEMATIC ' C7U 9 2x6 SUB FASCIA, SCALE: I"= 6" cu .� 2x6 RIPPED TO FIT (D w STEEL BEAM, W14x26 2 z FASCIA AND SOFFIT o SOLE PL, PER OWNER SPANi3 NO NOTCHES -a 2x6 STEEL BEAM TO BE PACKED OUTwl (4) 2x12 RIPPED TO FIT, ANCHORED 6 6 CENTER SPAN/3 N LEDGER, 2x8 PT CONN.TO PACKED w/ (2) ROWS 1/2" DIA.THRU BOTLS F INTERIOR OUT STEEL BEAM w1112" DIA.THRU BOLT FLOOR CONSTR. <D/3 NOTCHES 18"O.C.SPACING SEE DTL A/S3.0 MAX D16 When We Build,Let Us Think That We Build Forever... b b MAX DIA. D/3 ?�6 ZEND NOTCHES DECK JST 68 RC b MAX D/4 T36' O C � OWNERSHIP AND USE OF DOCUMENTS !5 0 Copyright 2022 By Frank B.Ryan,Jr.AIA and MIN. 2" FROM TOP The Golden Mean Group,LLC WALL CONSTR. PENETRATIONS SHALL NOT BE AND BOTTOM The drawings SEE DETAIL A/S3.0 b I J GIST TJ15 60 11-718" C PLACED CLOSER THAN 3"FROM and all the ideas,arrangements,designs,and 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 11 718" 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'-0" 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 SPFCIFIC MANUF. and The Golden Mean Group,LLC. Connection Detail SCALE: 12" - 1 -0 _ _ K MEP PENETRATIONS TYP. CONSULTANT: LvL S 3. NTS JOIST TJI 560 11 719' CONSULTANT: 16" OC MEP Penetration Details 5SCALE: 12" = 1'-0" Z� ,fib NOTES: 2 a WEB STIFFNER PER MANUF. I DOUBLE TOP PL, (2) 2x6 i'e._�l EXTERIOR SHEATHING 00oJOIST TO SOLE PLATE, ATTACHED TO STUD w/ (2) 16d FACE NAILS EDGE: lOd n 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 FLOOR JOISTS w/ Connection Detail EDGE: lOd @ 6" O.C. SCALE: 12" = 1'-0" The FIELD: IOd C 12" O.C. GOLDEN MEAN STUD TO SOLE PLATE, (2) 16d END NAILS 2 R UPLLC RIM TO SOLE PLATE, 16c1 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 JOIST, (3) 16d END NAILS, FLASHING TO EXTEND UNDER ALIGNED w/ I-JST SIDING AND RUN TO BOTTOM OF #1 Mercia Lane, 2nd Floor FLANGE IF PRESENT 6 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) 410-57B3 voice IOd TOE NAILS @ 6"O.C. (3) 1 O TOE NAILS SPACER TO BE SLOPED ALONG TOP AND DRAIN TOP PLATE TO TOP PLATE, TO ONE SIDE 1.618033988749894848204586834365638117720309..1 FIELD: 16d @ 12" O.C. NAILS 24"SPLICE LENGTH: (8) 16d NAILS �' DRAINAGE GAP gmgt�?golden—mean.com-1 STUD TO DOUBLE TOP PLATE, (2) 16d END NAILS DECK LEDGER / ATTACHMENT VARIES, SEE MAIN WALL SECTION JOB NAME: FOR CONSTRUCTION Peconic Landing Nailing Detait Hermitage II B--Unit#020 SCALE: 12" = 1'-0" 1500 Breaknock Road SILICONE CAULK APPLIED ALONG Greenport, NY 11944 BACF OF SPACER DATE: 1/-1Uu1 SCALE: As Noted ICE & WATER SHIELD, GRACE OR DRAWN BY: FBR EQUAL, 6'WIDTH PLACED ALONG Project Number. 17-257 LEDGER @ SPACER Zoning Approval: Building Permit: BID Docs: SPACER Construction Docs: COMPOSITE DECKING, SOLID As 514"x 6"x 6" MIN. PLACED AT EVERY ATTACHMENT POINT,TREX OR EQUAL, TOP OF SPACER TO RCHITF P T BE SLOP D TO ONE SIDE T � ALLOW PROPER DRAINAGE—// 44i�� ypN.JR• coa o 1� Sheet No.:l �\ V V� O DRAWING TITLE: Connection Detail Supplemental Details -- SCALE: 12"= 1'-0" Unit AB C ) M ti Hermitage 11 Model Qo o E ^ G v (')o O 1, CJ C_ r r r r r When We Build,Let Us Think That We Build Forever... I OWNERSHIP AND U t USE OF DOCUMENTS - - - - _ _ 022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC � 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 r purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA I and The Golden Mean Group,LLC. r r I CONSULTANT: ' r I I I CONSULTANT: NOTES: ---—--—--—--—--—--—--—-.—- — ' 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610;987... ' . • . . . i • - : - , •, . . . :. - . ��. .• . The ---- GOLDEN MEAN ems► ®� ' GROUPLLC Architectural Desig Facility Consulting �. .• Strategic Planning Ell #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 . I s �- - - - - I (203) 410-57�°,3 voice ' '� ,- - - - - - - - - - - - - - - - - - - - Unit , rI I / B` 1.618033988749894848204586634365638117720309 5 638 117720 3d 9 gmg�)golden—mean.com JOB AME: Peconic Landing Hermitage II B--Unit#020 1GBreaknockR por , NY 1 ... I DATE: ti-1UUI SCALE: s Piloted DRAWN BY: FBR i Project Number. - Zoning Approval: I Building Permit: I BI Docs: / Construction Docs: ij j ��i As-Built: I I 0 I h True North '" Sheet No.: /q- ;1' �. — ' 05 B Site Plan -- Unit B SCALE: 1/8 - 1 -0 DRAWING TITLE: Project North Building Site Plan -- Unit B J o Hermitage - o e -- ni - o $ 2:1s CC5 w 3 E N N v (D rn a) LL § -2 -2 O CJ �n c �J to ^' J W � i ----------------------------------------------------------------1 1 1 1 When We Build,Let Us Think That We Build Forever... 1 1 1 I 1 -- - - - -- - ---• -6 OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 1 ! By 1 C Frank B.Ryan,Jr.AIA 1 4 � I and 1 The Golden Mean Group,LLC K' The drawings 1 and all the ideas,arrangements,designs,and 1 i plans indicated thereon or represented thereby 1 are owned and remain the property of Frank B Ryan,Jr.AIA Architect and no part thereof shall be utilized by any 1 person, firm,corporation,or entity for any 1 — — purpose whatsoever,except with the express 7 13'-5 1/2" L101, 6'-0 1/2" L I 1 written consent of 1 1 Frank B.Ryan,Jr.AIA 1 r and J�� 1 The Golden Mean Group,LLC. 1 ' 1 i1 CONSULTANT: t _ 1 2'-0" 1 1 00 m < I 1 ` CONSULTANT: o n 1'-3 7/8", o NOTES: co 1 1 — t � 1 1 1 1 ' 1 0, 1,1,2.3,5,8,13,21,34,55,89,144,233,377,610,987... I I ( 1 7'-3 1/8" 6'-4" 1 1 1 1 The 1 1 GOLDEN MEAN 1 GROUPLLC H' J' ' I , 13' - 3" t I I � 1 Architectural Desig 1 Facility Consulting Strategic Planning 3 — — — — — — — - - — — — — — — — — � — — — — I i 1 i I ; #1 Mercia Lane, 2nd Floor �------------------' Greenwich, CT 06830 I j r—(203) 410-5783 voice 1.618033988749894848204586834365638117720309... I i gmg��gnlden-mean.com 4 JOB NAME: f Peconic Landing Hermitage II B—Unit#020 1500 Breaknock Road i Greenport, NY 11944 ' € DATE: 11-1 UU1 ED As Noted SCALE: DRAWN BY: FBR j I I I Project Number. 17-257 I Zoning Approval: 5 — — — — — — — — — — BIDBuilding Permit s I Construction Docs: I C I As-Built: e AW 17' - 31' 501 - 411 I I �� s�z•+ „�O I I I True North Sheet No.: A— 0 "':04—B F DRAWING TITLE: Project North Foundation Plan -- Unit B Footing , „ Unit B SCALE. 114 — 1 -0 U M J ..:.�..�:.*.�:'..-.....�..-1.-...::.....*.-'.,!�..-....�:...'...'.i..*.:.,'I;.'�......,..;..`...—....'.I...'..*Lz.'.-.1.....*.,_......'.1.........'..-:.'..,�..I-.�:.--....'-.'".*...._...'.-.-....,,-'.':.\-.-`,.-..:,.'......�-,....:.-'.-.*'.....-:.-..-...,.. .':I-"'.',.I.'. ..-_-..:,..---'I I'--_II')-I�..-.I'I-�-��.I�1III]1''---_-'I�—"'�1�.I.'.�.-..4 II-I-,�'.-"-�.I,.�-I-.�-'.I I-.-.�-_-�_--.II.'..�'I-I'.�-I-.I 1I-I.I'---.II,I..,I I I-'I'_.L''I�I,II'-._:. I''I L-I II,'-II I,,I-- --,I 1-I-1�-.�I--I-1-1',�-.-I I..-',-,I�,I--I I I-I H-I.1-1 I,I--1.�-I..I..-I 1I.-.,.'I�--1I,,1�.-.'I.�-.'I"I--.I� ��'.-- _._1A'1t_ . ermitage - o -- n - 0 11:x.d, e o ->> - N. n o E 1 V 0 � B ew ombined A301.01 :' �•&, U v MWCE Asphalt Driveway w 0 2 sE(D A 301.01 Existing u .'1N . .. D (D ` , • . _ . . ' -. Demolition , - . , • . •. • .. . �� -=------+----------- -------------------------------------------- ' 11 When We Build,Let Us Think That We Build Forever „". :,' ,`:. I 1 Proposed ' I 1 - •• 1 OWNERSHIP AND USE OF DOCUMENTS :.` .. - 1 n Wall Legend © Copyright 2022 1 Frank B.Ryan,Jr.AIA .. ' „ 1 I a nd - I The Golden Mean Group,LLC - . -- . ... - ' ' • 1 The drawings . . . I 1• and all the ideas,arrangements,designs,and 9 9 1, plans indicated thereon or represented thereby . - .• - 1'' - • -: are owned and remain the property of • . • ' . - - - Frank B.Ryan,Jr.AIA Architect -- - ,. •• , . •. I 1 - and no part thereof shall be utilized by any . •, , , '' I person, firm,corporation,or entity for any . . , . .. _ . .. . .. . •, 1 p rp se wh the p ss +: - _ 1 : - - u o atsoever,exceptwith ex re . . .. •. .. ,.. " • 1 written consent of . , . ,. 1 Frank B.Ryan,Jr.AIA ,. . - - 1 . .. and .. •, , - - 1 1 . . • The Golden Mean Group,LLC. .. • . , . .. . - - 1 ; • .. '' - - , 1. II 0 - . • • . . ", 1 ' • . - � CONSULTANT: . 1 ' , - I'',�.I..-'.---_,--��..''.I...I''..'L��:I.;.�.:*.I-*.,..-.'-_I_;-.-I.I...''�II.',.%I"L 1.:.'...�,_-.--.�--q...�1..,,_--...I 1..:1'I-.'�',.I.'"�..-..-�...I I..,..I.II'"1.-._.'...�.�-.-�--!_:.I.I.I...I,'"....I..IL I.,_--.-.:--1,.,,.I..,1',..-,.1. I�.,�II...I..-_--.-.I-.-.--.I.-��,I 1 I I..I.,..-,I�I..1'Il1I�.--I;_---�-'-�.-.'--I.lI,..1 I.II 1.�'"I,'(I1.I'II'1,--I..---'---�L---'-,_.,...I1 I.I'11,,,,IILI',:.1.'*1..�I---,-�--�-IIJ--.L...,,.1.. I,-:1 i.-.'=,,�',I:I-I--�d--.0___(,1.I'..,I1I.I�I�...,,'�r- I.I'0",'0.(I--1�.--_.--" 1�..IL-I..I.,�,.I;.I.I',i,�-I-.----_-I-Ii-. 'I,"'1I,-,,�'-,'I.'i�'II'i1'1"_.�-�.,-�-,._---.-''..I,I'"',, ..-L4.''I.I,I.'.I�,.."I J)I.''.,-.-.-.--.-�1�,.1./1�:,.,'.I�..i,-..L--.-�4,�,1.�I/.0-�,'.'I,'��._'"�-.---,,.I�,I 1 11�.'�I,,.I.i 1 i II._--,..--.-;�1,..-.�'.�,I.I��'I_1-�-,.--.-_I.�I.'''1,1.1'.I,_. ..1-�:!�_r-A'..-'-�-,.p.--_:..�,.=--__.:-IL.-�(.I- .I-—_-0'.-. 41,_.-. V1—II...�!'�-I�_—.1L-11.II 1./-I-"._� .,.%J BI.I:I---I�1�_1..,�-kC."-�IlI "LIH-I 7I 0-.---I �I-�f--FlIIII��I_---_- _--�l- .-I—I-�Oa---.t�1AL.I-1—��;.—1�-i,_',�-,I-i--,',_�_��47'fTI111IIII,II. ��'�?IT=-_I—g��IIII IIIIIIIIIIII iII 0,-II�.IIII, lI,1'__�� II ) 11II . - I 1 - • I. _ ' 1 - . - . I' . , . - 1 , . ` I 1 CONSULTANT: . ' . • • - • • 1 • - .. • ' ' - 1 . - 1 •• - • . I , • . . 1 • - - - . . -15 1. NOTES: I N . . . .. . . - .,- - - - • n • . 1' . . . I - 1 . .. .. . - - - - -• , 1 . - - - - . , . . - 1 . _ i, �� , - .- . .. N-24 s - - 1 1 ", - /\ f - l • .. . , - - I 1 -, - , • • i _ - • I 1 1 , , , .. .-. .. _ . N-28 IJ 1 0_ Garage �` ` • ' • . .. _ / 7 - 1 - 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... , - _ B 04 I I - 1I iI a f o t - - 1 - \y, 1 The , .. .. ',. , .. - �. -• - . . : - � I 1 GOLDEN MEAN t 1 . ,. _ - . . . - . . 1 1 1 - , . ; - - --- . ;Q • . • • . . .. • ., .. . - ' - - - - 1 I 1 I. ' • -, -• , 80 t . . L, 1 _1 0 1 i CL - _. I c; 1 Architectural Desig I a) - - - - - • - . ' - - -. bo *! , - N . 1 _ _ Facility Consulting . . . . N 1 I Strategic Planning - - E 5 - 1 :. - 1 { ' - ❑ 1 1 . I 1 1 Ramp _ : - 6'-4" 1 Up 1 I #1 Mercia Lane 2nd Floor ' . Greenwich, CT 06830 . • _ • „ 1 . _ ` . ;, 1 1 ip.: I I A 401.02 B ( ---�-1 (203) 410-5783 voice , fi.' 1 - - l;I I 1.618033988749894848204586834365638117720309... . !'i 2-a 11T -3'- "- 4'-5" 2'-91/2" - - - - - - - - - - 0, . 4'-2 1/8" 00 gmg@golden-meon.com • _. - • - o B 1 • , , I -12 I I B-oJ I I JOB NAME: Q' - - . - — — - — — - - N-11 ►— Peconic Landing _ _ , • . o r� I! Hermitage II B--Unit#020 .. 2'-9 3/4" - ' 1500 Breaknock Road .. . I' - Kit�he - M I M Green ort, NY 11944 • _ P — B 3 t i 1 - -- - _ 1 I 1\ 401.04 B • - - 1'-6 3/4" o Pati 0 I - - DATE: 17-1001 1 1 I - I SCALE: As Noted FBR F _ T ~ Proest NBmber. 17-257 - - 1 - - I 1 - •- - _ I . ' .. - - o r` - - - - - - Zoning Approval: • 1 - I ' -1 - - *I r- - _ Q I I l � _ - Building Permit: o ConsDtouction Docs: "_ 7 As-Built: - - - - . --1 . __--__ - 1= _ _ 6'-011 7 - — _ I - — O _ _ _—. . - - — — — 14'-5 7/8" — — — 0- 12' _10 3/8" J - - . . , I _ • . , . — — - - - _ �f5� 2" 4'-8 1/2" 4 1/2" 8'-9 3/4" 1/2" - - • • . . 4 �RCHIT C • - - - . 1 T =-==-- 5 1 to w Step 501.01 B 0 1 A 01.01 B I 4. ti True North 1 Sheet No.: .P ' 4-B IDRAWING TITLE: 1 II 1 Project North First Floor -- Unit B _____________ _ _ I 1QA AtQ 1 4 Q r-A SE)d I lRot IR M __-______ __ � SCALE: 1/4"= 1'-0" U Hermitage 11 Unit O '1, A° a r n N i x o f \.J o co �'1'�•u U � W '7'w tnG aCi C I 0 o rn `o o LL C I (D U When We Build,Let Us Think That We Build Forever... I I r--------------------------------------------------------------------------------------------------------------------------- 1 1 1 1 OWNERSHIP AND USE OF DOCUMENTS 1 1 ' I © Copyright 2022 By Frank B.Ryan,Jr.AIA and 1 1 The Golden Mean Group,LLC jI 1 The drawings 1 1 and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby ' are owned and remain the property of 1 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 1 written consent of 1 Frank B.Ryan,Jr.AIA 1 I and The Golden Mean Group,LLC. -4 L--------- — — — — — — - - CONSULTANT: I 1 I I � CONSULTANT: 1 ao I ( 1 o i I NOTES: 00 1 I. �0 m i 1 o ® rn _ ; '4'-41/8", I , 1 Lu - I 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... _ _ �, _: •"_ . : _ • - ,-, • , = , h , -'�� - � - , ' .. : ,. • • � -• .- - -. ; '� " . . I 1 The _ co - i GOLDEN MEAN a An I GROUP��c �� K.. , LO 1 - 14'-6 7/8 1 °° i Architectural Desig Lu Facility Consulting Return _ iv , Strategic Planning I #1 Mercia Lane, 2nd Floor - _ Greenwich, CT 06830 4'-0" 1 - -. , _l .-, ; :. ; ' •: ... . ; - _'_ -.• _, • - - ' , . •; � ;- ,: " - I (203) 410-5753 voice 4'-6 1/2" 1.618033988749894B4820458683436563811 7720309 2'-5"'_ 8 3/8"• :4'-0 3/4 f G' H' EQ J' K' I m @olden-mean.com 9 d I - o JOB NAME: EO ' X01.01 . ' ®'• 2 ,- ::.5'-0 5/8 �I N •.: _ . . - - . � . .. . - , y - •, ,� - , ,I A 501:01 - Peconic Landing Hermitage II B--Unit#020 ui Lu 1500 Bre kn k a oc Road m 4'-61/2 1o'-s 1/a° Green ' _: 1 -8 1/2' " port, NY 11944 T� Lu 2 -3 - w 4 1 A 01.01 6 1 0 3'- 11/4.. 4,_3,. . _ o- M DATE: in ' r- As Noted �. , rn 00 SCALE: 11 5/8" iv . . DRAWN BY: FBR 1 _ Project Number. 17-257 • A 501:01 B - Zoning Approval: - Building Permit: BID Docs: bo o bo Construction Docs: 3'- 1 1/4"• 2'-4" RC H''r P F� 4'-6 1/2" 10'-9 1/8" I 5'-0 5/8" 5 co 501.01 6 I I I I I I d 5ti 1� True North IN Sheet No.: DRAWING TITLE: Level 1 - Pi dosed Unit B Reflected Ceiling Plan -- SCALE: 1/4 - 1 oil Project North Unit B A' A B C - D E F C—) ------ M J � M _ Hermitage 11 Model - Unit #020Q �? � i ;. U o 0 11 U 0 .. . y - When We Build,Let Us Think That We Build Forever... • _ __ - , . _ -• _ - •- _ - _ • - - - - •• OWNERSHIP AND USE OF DOCUMENTS " • - - -- - — - — --_-_- -- 0 Copyright 2022 - --- - - By Frank B.Ryan,Jr.AIA 1. -- - and The Golden Mean Group,LLC The drawings -- - - and all the ideas arrangements,designs,and . 9 � . . •, - — - -- - 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 DEAN - - --- -- -- — — — — — — GROUP LLC _ — Architectural Desig Facility Consulting — — — Strategic Planning Skylight — — — — — — — — — #1 Mercia Lane, 2nd Floor — ---- — — — — — — --- Greenwich, CT 06830 (203) 410-5783 voice A 1.618033988749894848204586834365638117720309... �_ — ----- - - - �gnldermean. com gmg JOB NAME: ' � � �— Peconic Landing -- - - Hermitage II B--Unit#020 — 1500 Breaknock Road . •: _ -•- _. : - � ,_ - - _ — - - — -- -- � Greenport, NY 11944 DATE: 1/-1 UU1 - SCALE: As Noted - DRAWN BY: FBR Project Number 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 6V ,. -4 True North A-1 ""�°�•�"""- [Sheet oH .: -1 94.1:0 DRAWING TITLE: Roo Plan Project North Roof Pian -- Proposed SCALE: 1/4, 1 -0 - -- Proposed-- Pro- C ) Cl) Hermitage - Model B -- Unit #020o _ co .;i � 10 , w 2:p c� g, N � o1. ^' J W � C N When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS (D 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 DEAN GROUPI-LC Ty.r Architectural Desig _ f Facility Consulting 1 Strategic Planning .I 91 - — - - Mercia ane, 2n Floor - --- - -_ Greenwich, CT 06830 .[ I_ (203) 410-5783 voice - 1.618033988749894848204586834365638117720309... i 1 _ 7 - - - - - - - -- - - m Level2 g--) gmgC� goldFn eam n co ., 9� 8�� + C �� [ _ rI JOB NAME: 1 l SLI _�,- -.-I T ar�1_ -_ T__- Peconic Landing Hermitage IIB--Unit#020 1500 Breaknock Road =T - - -- - Greenport, NY 11944 7 T I ,� ,��r _ _ Level 1 DATE: 1 1uU1 _Grade SCALE: As Noted -0' - 8 DRAWN BY: F 6R Project Number: 17-257 Zoning Building t dinl gPermi — -3' - 6" BID Docs: Construction Docs: As-Built: North --V-0" roposed Unit A SCALE. 1/4„ - e y tn`„y -4 Sheet No.: 01 DRAWING TITLE: Building Elevation -- Unit AB North UM 01 M Hermitage - Model B __ Unit #020 C3 CU �- - . ' m E w v CD o �ym ti 3 c Q ai 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, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN GROUPLLC Architectural Desig 1 Facility Consulting Strategic Planning r- - r�J1- Greenwich, - - - - _ - T T - - — - (20 -57°3 ce 3) 410 . voi LIE I _- - — - - - - _.— - - s_-_= - ---- 1 6 180339 88 74 989484 8204586834365 638117 720309 — Level 2 mq@golden-mean.Com 91 - 811 g ------------ - - -- i - T._ _ __ JOB NAME: ---- - - Peconic Landing i � ; I- �, � Hermitage IIB--Unit#020 - 1500 Breaknock Road - ( _ - — - - --- Greenport, NY 11944 10 Level I -7 z— I I—I —I I 7Ir F1Br R luu in, - DATE: Grade SCALE: As Noted -o - 810 DRAWN BY: Project Number17-257 Zoning Approval: � OOtlfBuilding Permit: - -3' - 6" Do Construction Docs: As-Built 4w -4 Sheet No.: �►-L 1. South -- Proposed Unit A SCALE: 1/4" = 1'-0" DRAWING TITLE: Building Elevation -- Unit AB South Hermitage 11 Model CU C QJ w o � -C v O CJ n c ^' J W � C When We Build,Let Us Think That We Build Forever... OWNERSH?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: — — — s — 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... s — ,� -9 — - - — GOLDEN MEAN - - — - GROUPLLC _ Architectural esrg — - -- - ra Facility Consulting S — t tegic Pl annr"ng _ -oe- — - - - — _ -. -- -- _ _ _ __. _ _ -. --..-.- - - — — — — — — _ _ _ _ _ _ Level2 ITT] 4 __� T. 1 Mercia Lane, 2nd Floor j -:--. o -==. Greenwich CT 06830 FT] Af —do F 203 410-5783 voice i 1.618033988749894848204586834365638117720309.. j ! �d_ —L@Vel T r gmgngold?n—mean.con - 0 Grade III I II I �I — —0' — 8JOB NAME: Peconic Landing o F_ F9 1 =II (=1II Ill I —I l to 0 1� �1 0 0� �ol o� l � l�o� l= I I I II I I �. – of =I I I�I _Footin -3' - 6" Hermitage II B--Unit#020 1500 Breaknock Road East Proosed Unit A Greenport, NY 11944 SCALE: 1/4 = 1 -0, DATE: 1/-1UU1 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs.- Construction ocs:Construction Docs: As-Built: C Ka.RY,q�, 2A O FNo.: A— L O 3 DRAWING TITLE: Building Elevation -- Unit AB East J � M Hermitage - Model B -- Unit #020CUo r4 t N u U N 6w C W O CJ , � N C N ^' J W @ N 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 past 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... r - - — GOLDEN P�IEAN Architectural Desig - — _ - -- - Facility Consulting l - Strategic Planning - __ III Aillill 11 HillLevel 2 9 - 8 IIT-,. r, il_ I i S- ..r - — ---— — -- T = _ , � Mercia e, �� a an n Floor Greenwich, CT -- , ------ 06830 Ll - -- �-`� --�a�----- - ❑ ❑ ❑ '— (�-�'� m_.. ,� �,�. - -T-_ -T_•-- _ (203) 410-5783 unite Al l y — ---( -- -- VL --- - - - --- j--•--�- � --� � - 1618033988749894848204586834365638117720309... i _ �),L - _ — Level 1 1 OI - 811 Lk'_ � gmm gC�golden- ean.cnm t. Grade -01 - 811 JOB NAME: Footin -31 - s° Peconic Landing Hermitage II B--Unit#020 1500 Brecknock Road El I El Greenport, NY 11944 West -- Pro o s e d Unit A DATE: 1 i -1 UU SCALE: As Noted Noted SCALE: 1/411 = 11-011 DRAWN BY: FBR Project Number 17-257 Zoning Approval. Building Permit: BID Docs: Construction Docs: As-Built. Sheet No.: A-2 021P.04 DRAWING TITLE: Building Elevation -- Unit AB West U Cl) Herm-itage I I - Model B __ Unit #020o A . .�tu� o E C= . Ca m W 3 , us ami n1C= 6 W � C V C _ When We Build,Let Us Think That We Build Forever... - - --- � - �- --_ �--�. �--�-� -• -•� - �--� -��-� _ —_T -�- �-�� _ -.m �- -- OWNERS UMENTS HIP AN USE OF DOC 2022 By Copyright � = Frank B.Ryan,Jr.AIA - - - = ---- = and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and In 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. F�] _ _ Level 9' - 8" CONSULTANT: 19 El CONSULTANT: NOTES: ' I Level 1 -� — — — — — — — — -* — — V� Grade IIIFootln I _ -3' - 6" 0,1,1,2,3,5,8,13,21,34,55.89,144,233,377,610,987... II I I IIII - - II - 111111 — — II - I _ 11— _ - - - = — = = 1 - 1 = = = = -1 — - - — = — I — The GOLDEN MEAN 111 ll 11111 I l 1 — = 1 = 11= = 1 = _ _ = = 1= = 1 — — _ - - 1 GROUPLLC Architectural Desig L o n�i t u d i n a l Section 1 -- Unit B Facility Consulting SCALE, 1/4 - 1 -0 Strategic Planning e #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5783 voice Level 1.618033988749894848204586834365638117720309... gmg a golden-mean.com f JOB NAME: I IL °° o Peconic Landing Hermitage II B--Unit#020 Level 1 1500 Breaknock Road Greenport, NY 11944 — — - - - -•_ - • - - - •- _ - - - _ _ - _ Grade — I I I I I --_._I I __.—_- I_ I_ I I -. - - .- ' - _ _. - ,r - � � • � _ � - _ _ I I _O' r¢11 - 1 DATE: 1 r-1uu1 - SCALE: As Noted - - - _ - _ I_I FOOt�n9 �) , „ DRAWN BY: FBR 3 6 Project Number. 17-257 ZoningApproval: Building Permit: II I II I I I i I I—I IIIA I I I I IIII I II I I I _III II 111 i I I I I IIIIII-1111 I— I II - -_ _- BID Docs: Construction Docs: As-Built: =11 = = = = = — = 1 = = =LI 1 = = 1 = - - I I— I =1 =I = = I —IF��_, Li = 1 =1 = 1= 11= 1= 1= 1= 1 = = 1= _ _ -III I I-I II II I _W F-EI I II 1 1111 F___, 1II I II1 I II II II II II III 1-II -II II II 1 1 I I II II I1I II I I-1 1II 1 I I I II I 1 p,RCHI UJ O A;11 A Sheet No.W-11- ffiz- 1 -B 2 Lonaitudinal Section 2 -- Unit B_ SCALE: 1/4" = 1'-0" DRAWING TITLE: Building Sections -- Unit B J Hermitageiviodel N co Tl f Ca 2 �,y � � E G o m `o a� LL -C:3 4'-9 1/8" When We Build,Let Us Think That We Build Forever.. = _ Asphalt Shingle Roof 5 Fel -- _ Roofing I - X Plywood 10d Nails:6" @ ends OWNERSHIP AND USE OF DOCUMENTS 12" in Field © Copyright 2022 By 2x Plate Trusses @ 24"o.c. Ryan,Jr. Frank B.R Ya .AA 10'-1 1/811. -,• - - - .- • R-30 Batt Insulation. and m The Golden Mean Group,LLC cy o Roof Truss r The drawings LO Li Above. �? _ ' - M \ and a!I the ideas,arrangements,designs,and Level 2 plans indicated thereon or represented thereby are owned and remain the property of M 9 - $ Frank B.Ryan,Jr.AIA Architect LO ' and no part thereof shall be utilized by any - - person, firm,corporation,or entity for any 6'-5 314" - purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA Wood Soffit w/Ventilation and The Golden Mean Group,LLC. EQ - EQ 4'-9 1/8" — CONSULTANT: - - - - ; Level 1 -- Proposed Unit B - Callout 2 CONSULTANT: = Level 1 -,; Proposed Unit B - Callout 1 SCALE: 1/2" 1'-0" SCALE. 1/2„ - 1,-0 NOTES: 4'-3 1/4” 4'z4 6-Panel Howe - ' 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... Truss Member ' MBR Section 2 -- U n i t B Cut as Shown. I � . - ,' ' The SCALE: 1/2" = 1'-0" 5. I , - ' ----- GOLDEN MEAN GROUPLLc Architectural Desig Facility Consulting 4'-3 1/4" 2x4 Ledger Attached - Strategic Planning to Shaftwall Framing — 2x6 Framing @ 16"o.c. w/Angled Gusset Plate Header Assembly R-19 Batt Insulation. Shaft @ Cut Truss Member(Typ.) — Between Truss 5/8"Gyp. Bd. Interior. Wall �'' 2'-6 1/2" 2'-2 5/8" Members @ 1/2"CDX Plywood w/ \ Shaft Opening. 3/4" Hardie Plank Clapboard. #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 Flanking Flanking � � � Level 1� Truss Truss 2x10 Floor Framing @ 16"o.c. 1 - 8 Member — Member 3/4"CDX Plywood. \ 4'-9 1/8" \ \ 3/4"Wood Finish Floor. (203) 410-5783 voir_e ID i \ 1.6180339887498948482045868343656381f7720309... ----- ---- — — — — — — — — — — — — — — — — — — — — — — ---- — — — — — — — — 11 H U L — 't _ _Grade gmg@golden-meon.com _ _ °11 1 1 JOB NAME: Truss Member -- To Be Cut. New Sister Joist to ExistingConcrete Foundation with — — " ° Peconic Landing Framing Patter. t 1 1 3/4"x 7 1/4" 12"x 18 Footing, Keyed. _ Hermitage II 6--Unit#020 10'- 1 1/2" _ `-.�-"�'�° : 1500 Brecknock Road Dampproofing " 2x4 GB Ceiling. I == I - ,t Greenport, NY 11944 Clip Joists to Underside of —I •J 1, Roof Trusses w/ Perimeter Drain Simpson ries. Verify Underside Elevation of <� Trusses. Coordinate w/Elevation I t 1 Noted a DATE: SCALE: As Noted of Tray Ceiling. DRAWN BY: FBR F_ootin Project Number. 17-257 11., Zoning Approval: 1 1' Building Permit: --- —I I I —I �'°hl •a BID Docs: 1 1 Construction Docs: ❑❑ ❑ ❑❑ ❑ ❑ ❑ � I I I I ;�a _ o . all° '°.Q¢ •;Y' ;, _ As-Built Steel Reinforcing I FE_ ( I ILE1 I I I � � 0 MBR Section 1 -- Unit BSk li ht Section 3 -- Unit B Sk li - ht Section 4 -- Unit B Section 2 Sheet No.: - 1 -B �� SCALE: 1/2" = 1'-0" SCALE: 172' = 1'-0" SCALE: 1 "= 1'-0" SCALE: 1" = 1'-0" DRAWING TITLE: Detail Sections -- Unit B U _' � M - � I, "? Hermitage Unit J o � � 9:5- I I a s"' O" � 00 21 of riJM F- o l9 F L CCS ` E •- - - - - .. - - - - - - • - - - - - - - - Q) P. c I � o J - � .. ... .* - '*, - . ' . 1.. I I .. , : ..' t! ... .1.� .... .... ....� _. - - .I-. . -I - - - -1 I I ., I. .I I -1 I . -,- I- 11-1-I- ... .. .I 1. 1. - ,I .-, J ..' , - _;� , I . . - 1, I . -, . - 4. .. . -1 _*' ' " � . .. ;- � - , . . . Y ~• • . : ,�@ — — — — — — When We Build,let Us Think That We Build Forever... Y, . . , . . . .; . �' . •.. .'..,•'-- •'. . .•-. .• - - - .- - - - - - - - ------------------------' — ' - --- --- . - -- - - OWNERS DOCUMENTS .. . .. .. . OWNERSHIP AND : : ..I .. .. = . •. ,. ; - . . ; , ".,- - . . . . INT -- Floor Schedule usEOFDo . . . .. • . .:•. . . , . 0 2022 :•. Copyright . . . .. - - ' :. . . . - -• - • . - - -, : • • - . . • ' . - • - • - . . -' . . BY . .. '. . • . - - ' • - ' • . • . , ' T e Mark T e Area Perimeter Frank B.Ryan,Jr.AIA 1. .. . . , . . .- . , - •- - - - : ' ' . - - - - - - . . . . : • - , - . YP YP . . • . . - - - - . - - - ' - • - - - ' . - and 1. : - The Golden Mean Group,LLC _ . . . _ - . - - - - - ' - rr n . , . FL-01 Finish Floor Vinyl 1/4 190 SF 125' Thdrawings . - Ye 1. V� [ �1 - • , .-� - - �. I. . " . ' I - , . - and all the ideas,arrangements,designs,and . , � • - - -• - ' -. - • - • , - plans indicated thereon or represented thereby - - a f . , , FL 02 Finish Floor Vinyl 12 1/4 365 SF 111 re owned and remain the property o :. : - -' .. - — -- D -- ' - - . - - Frank B.Ryan,Jr.AIA Architect . -... �� " I I . . , Y. .. - % - - ,- -, _ - , , , _ , % and no art thereof shall be utilized by an a ped y �:': . ' •• . .. - - - ; - , • - - - ' - ' . - - __ _ - . \�:" _ FL-03 Finish Floor Wood Strip 1471 SF 410r person, firm,corporation,or entity for any , 0 -, - . . - ,. - - - : purpose whatsoever,except with the express 2'; - -/ -- - written consent of Frank B.Ryan,Jr.AIA 4 � and I The Golden Mean Group,LLC. —7; , ,: - ;, CONSULTANT: �_'.. . , :... .� . .... . . . .. .' ' - 1 .1, 11 - - 1. 1 Ll �� rHEI�� FEI ' I 1- ,, ,- . � - I .11 - _ .. . ' I ....' I ..-. ' .. . . . . . . I I ::1 _. I - I F_ It I= CONSULTANT: ..'... , . .: .' .. .� -I.' '-'.. . . . , .. .11 *1 .. '.. .. .. � z -- .� � I I I I I. I I " , - , I I 2 _... - I // .. -1 -, I . I . I I.1 � '.- " - , . Li!k!!!!!��L�E�� _ - : . . I . , . _ _'. - • - -. - - - - - - - - - - - - - - - - - - • - INT -- -- , , - - I - . Room Area Schedule Unit A 1 .1 . % Number Name Area Department NOTES: iI % - = IX-11 'T - _ .. % _ ;. ' .. )ii - - . - • ' . . .. - / = Unit A 'ff' :; . . - - - _ I A 01 M Bedroom 239 SF Unit A - .1. . - . . I.. .. . . • . ` d /// j 0 o A-02 M. Bath 60 SF Unit A • .. . . _ ' - ' i _ - - - - A-03 Living 261 SF Unit A . • . .. \ � . . O g x� "• • , - A-04 Garage 254 SF Unit A . - • . -• - ' , - . - 9 - ::. .•• ' - - , -. . . . - - .- - .i 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... -! - _ _ - . - - - �0 A 05 Laundry 33 SF Unit A A 06 Foyer 54 SF Unit A . . _. .':: . . , - A-07 Kitchen Area 245 SF Unit A The - - -� I =1 - r -----.. _� ' l" A-08 WIC 36 SF Unit A GOLDEN MEAN - - -' . -. - - ' -' -1 TOO O i I . - - f. A-11 Pw r d 4 F i 6S Unit\ / GROUPuc - ' . . ' 0\ `g� A-12 CIO. 17 SF Unit A - - " I 111111 A-13 Mech. 67 SF Unit A 'I A-14 Storage F ' ' / S o age 17 S Unit A :. - • - . - + i; Aaa�a window A-15 Entry Hall 58 SF Unit A Architectural Desig l .' ; J l 0j 1386 SF Facility Consulting -, - '- Strategic Planning _ i 4'i - Unit B - . -.-,- - _ 1. �� ". B-01 M. Bedroom 292 SF Unit B _ -. d B-02 M. Bath 64 SF Unit B I B-03 Kitchen 167 SF Unit B - `' . . I B-04 Garage 244 SF Unit B #1 Mercia Lane, 2nd Floor - " ' B-05 CIO. 19 SF Unit B - • - U t ' • . -' Greenwich CT 06830 B-06 Mech. 65 SF Unit B . I ' - • . .. B-07 Living Area 274 SF Unit B . - B-08 WIC 56 SF Unit B (207') 410-5783 v°"e - B-10 Hall 27 SF Unit B D O1�1 B-11 Laundry 17 SF Unit B 1.6180339887498948482045868343656381 f 7720309... IIIIIIIIIIIII 11 1111111111 1111111111111 11 111111111 T � OI- — — — — — — — - - - - - _ . - - - - - - - - - - - B 12 Pwdr. 34 SF Unit B . ,. ; • -' — __ - gmg�golden-mean.com - - B 13 l0 22 SF Unit B - •- . - ' ;, _ _ �', B-14 Storage 17 SF Unit B - : • ' ' _ - r T -1 i 1297 SF JOB NAME: _ _ - :'- ;; .- - i I Peconic Landing L - i 1, g Hermitage IIB--Unit#020 I o� - - ' � ' -. - - - ' - i _ 1500 Brecknock Road .'. - - - _. ;� I - " - - . ' . .' Greenport, NY 11944 -' -I r - ' _ , - . ' • ' ', r — _ r — � O O I DATE: 17-1001 ' '- _ •- • FBR - - - 4 DW-, I o - - - - L SCALE: As Noted I - - , o n - . - - , - - . - ' --- :] - - O 0 - - _ --— DRAWN BY: 17- .. I' - .. ' - . - . - - -- --- -- . -- z - --- -- - -- -- -- - ---- ---------- -- - ---- ----- ----- ----- ------- t Number. I _ _ Project 17 257 - -, , . -._ T - _ -z _. _ -. �; . Zoning Approval' - -, ' - ' • - . • ' -` Building Permit: - . - , - -, " - - - . BID Docs: • - - • ,- • -_ . .- , - - - - Construction Docs: . . - ' - ' - - ' . _ ,. . '- As-Built: I 1. L. � -_______________-----------�--L�- - -,----[,-, ''-171-' '-l.,�- �0 ARCH ��RYAN,✓R �0 �'CO . ' a a 4t -'y ° . , Level 1 -- Floor Finishes Unit A Sheet SCALE: 1/4" = 1'-0" )V_-6__Mr '�8'3 --- ---I DRAWING TITLE: Flooring Finish Plan -- AB U J Q- CIS N Hermitage roel -B Unit #020 O 9 o E ARC -- Door Schedule -- Demolition Copy 1 ARC -- Door Schedule -- Proposed Copy 1 CUU Door Door w Number Door Size Family Comments Number Type Family Comments C= s 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 a� E-03 30" x 80" Single-Flush N-04 32" x 80" Door-Interior-Single-Pocket-2—Panel-Wood 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 N-06 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad ` ` When We Build,Let Us Think That We Build Forever... E-06 36" x 80" Single-Flush N-07 48" x 80" Door-Interior-Double-Slid ing-2_Panel-Wood 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 © Copyright 2022 E-09 60" x 84" Bi-Fold—Panel-268 N-10 (2) 2'-0" x 6'-8" TS6000_Double_8971 By E-10 36" x 80" Door-Opening -N-1 1 (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 i and all the ideas,arrangements,designs,and E-13 36" x 80" Door-Opening N-14 32" x 80" Doo r-Interior-Single-Pocket-2_Panel-Wood plans indicated thereon or represented thereby „ „ „ f E-14 36 x 80 Single-Flush N-15 48 x 80 Door-Interior-Double-Sliding-2 Panel-Wood are owned and remain the properly oFrank B.Ryan,Jr.AIA Architect E-15 42" x 80" Door-Opening N-16 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad Exterior and no part thereof shall be utilized by any person, firm,corporation,or entity for any E-16 48" x 80" Bi-Fold—Panel-268 N-17 96" x 84" Door-Garage-Embossed Panel purpose whatsoever,except with the express written consent of E-17 48" x 80" Door-Opening N-18 36" x 80" Bi-Fold—Panel-267 Frank B.Ryan,Jr.AIA E-18 68" x 80" Door-interior-Double-Sliding-2 Panel-Wood N-19 32" x 80" Single-Flush and The Golden Mean Group,LLC. E-19 36" x 84" Bi-Fold_Panel_267 N-20 36" x 80" Single-Flush El 1:1 El E-20 48" x 80" Door-Interior-Double-Slid ing-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 ❑ 1:1 El El E-23 60" x 84" Bi-Fold—Panel-268 N-24 96" x 84" Door-Garage-Embossed_Panel CONSULTANT: E-24 96" x 84" Door-Garage-Embossed Panel N-25 42" x 80" Door-Opening ❑ ❑ ❑❑ 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 -- Existing Copy 1 Door Number Size Family Comments 0,1,1,2,3,5,8,13,21,34,55,89,144,233,371,610,987... E-01 36" x 80" Single-Flush E-02 36" x 80" Bi-Fold_Panel_267 E-03 30" x 80" Single-Flush The E-04 32" x 80" Door-Opening GOLDEN MEAN , E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad Exterior GROUPLLC E-06 36" x 80" Single-Flush E-07 72" x 84" Door-Double-Sliding E-08 72" x 84" Door-Double-Sliding E-09 60" x 84" Bi-Fold—Panel-268 Architectural Desig E-10 36" x 80" Door-Opening Facility Consulting E-11 36" x 80" Single-Flush Strategic Planning E-12 36" x 80" Single-Flush 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 #1 Mercia Lane 2nd Floor E-17 48" x 80" Door-Opening Greenwich CT 06830 E-18 68" x 80" Door-Interior-Double-Sliding-2 Panel-Wood E-19 36" x 84" Bi-Fold—Panel-267 E-20 48" x 80" Door-Interior-Double-Sliding-2_Panel-Wood (203) 410-5783 voice /X E-21 48" x 80" Bi-Fold—Panel-268 Doors B E-22 32" x 80" Door-interior-Single-Pocket-2 Panel-Wood 1.fi18033988749894848204586834365638117720309... SCALE: 1/4" = 1'-0" E-23 60" x 84" Bi-Fold—Panel-268 E-24 96" x84" Door-Garage-Embossed—Panel gm�°golden—me°n.c°m E-25 96" x 84" Door-Garage-Embossed—Panel E-26 36" x 80" Door-Opening JOB NAME: Peconi7nocklRoad Hermitage I 1500 BGreenp , 944 Fding 11- As Noted By: FBR umber. 17-257 pproval: Permit:s:ction Docs: O NIR CH/T R`tPN,JR C� co 6y � � 5ti Sheet No.: A_0-�5 r4. 1 V FDoor v�vf V hedules & Details UM Y,CT_ ARC Window Schedule Existing Copy 1 Hermitage - Unit MONo U 1 o 0 Mark Type Family Sill Height Comments co E C _ U µ, 3 G c7 0 E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 6" E-02 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N E-03 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 (D E-04 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 011 E-05 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-06 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-07 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 21 - 011 When We Build,Let Us Think That We Build Forever... E-08 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - O" E-09 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' — O" OWNERSHIP AND USE OF DOCUMENTS E-10 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 0 Copyright 2022 By E-11 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" Frank B.Ryan,Jr.AIA and E-12 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" The Golden Mean Group,LLC E-13 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 6" The drawings E-15 2630 Win dow-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 3' — 6" and all the ideas,arrangements,designs,and E-16 2630 Window-Double Hun Marvin-Cotta e_StY le-Wood_Ultimate 3' - 6" plans indicated thereon or represented thereby g- 9 are owned and remain the property of E-17 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 011 and Frank r nkB.Ryan,Jr.hereof AIAAbe tchitectzed by ny E-18 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" person, firm,corporation,or entity for any E-19 2856 Window-Double—Hung-Marvin-Cottage Style-Wood Ultimate 2' - 0" purposewhatsoeven,written coonnesennttooff the express E-20 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" Frank B.Ryan,Jr.AIA and E-21 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 31 - 61' The Golden Mean Group,LLC. CONSULTANT: ARC -- Window Schedule -- Demolition Copy 1 CONSULTANT: Mark Type Family Sill Height Comments Windows -- A-602.01 Copy 1 SCALE. 1/2" - V-0" E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 611 NOTES: 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-Wood Ultimate 31 - 6" E-21 2630 Window-Double—Hung-Marvin-Cottage Style-Wood Ultimate 3' - 6" 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN GROUPLLC ARC -- Window Schedule -- Proposed Copy 1 Architectural Desig Mark Type Family Sill Height Comments J7 Facility Consulting Strategic Planning N-01 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 6" N-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 6" N-03 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 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 - 611 #1 Mercia Lane 2nd Floor N-06 2630 Window-Double_ _Hung-Marvin-CottageStyle-Wood_Ultimate 4' - 6" N-07 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 611 Greenwich, CT 06830 N-08 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 4l - 6l' N-09 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 6" (203) 4�0-5783 �oi�e N-15 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" N-16 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 011 1.618033988749894848204586834365638117720309.., N-17 44" x 46" Skylight-Flat N-18 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 611 gmg@golden--mean.com N-19 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 6" N-20 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 611 JOB NAME: N-21 44" x 46" Skylight-Flat Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 ARC -- Window Schedule -- ORDER Copy 1 Head Daylight Egress Phase DATE: Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufactirer Model Window Phase Created Demolished URL Comments DRAWN BY: FBRSCALE: As otPd Project Number. 17-257 44" x 46" Skylight-Flat New Construction None Zoning Approval: Building Permit: 44" x 46": 2 BID Docs: Construction Docs: As-Built: 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com 2630: 16 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 10 SF Marvin Windows and Doors WUDH3024/36 INo www.marvin.com tp PRCN! avAN,�R cj, 2856: 18 W w y 0 Nk V-41 AF Sheet No.: To _B ,-aO,f 9, DRAWING TIITLE``: Window Schedules & Details -- Unit B U rm He itage sModel __ nit #020 � B C3 C3 s INT -- Casework Schedule -- Base Cabinets --A-604.1 E Comments Type Mark Family and Type Description Width Height DepthCD w k 3 ELEC -- Specialty Equipment Schedule --A-604.01 #10A o _ Type Mark Family and Type a #10A B-2 Base Cabinet-Single Door & Drawer: 24 Z - 011 2' - 10 1/2 2' - 0 O o #10A B-6 Base Cabinet-Single Door: 24" 2' - 0" 2' - 10 1/2" 2' - 0" 9 #10A B-8 Base Cabinet-Double Door Sink Unit1: 36" 31 - 011 2' - 10 1/2" 2' - 0" Microwave-Vent Hood When We Build,tet Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 _ _ O 00 By �1 Frank B.Ryan,Jr.AIA and �0 The Golden Mean Group,LLC DW I / The drawings and all the ideas,arrangements,designs,and plansindicated olwned and remaion orn thereby the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any 9 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 Base Cabinets -- A-604.01 CONSULTANT: a SCALE: 1/4" = 1'-0" #10A #10A U-01 Upper Cabinet-Single Door w Glass-Wall: 24" Long 21 - 011 31 - 611 1' - 0" 0 O #10A U-02 Upper Cabinet-Double Door w Glass-Wall: 36" Short 31 - 011 1' - 6" 11 - 011 CONSULTANT: #10A U-03 Upper Cabinet-Double Door w Glass-Wall: 32" Medium Z - 811 21 - 01' 1' - 0" #10A U-12 Upper Cabinet-Double Door w Glass-Wall: 36" Long 31 - 011 31 - 6" 1' - 0" NOTES: Range 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 LTJArchitectural Desig .� INT -- Casework Schedule -- Vanities -- A-604.1 Strategic Facility Consulting 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 - 5 1/2" 21 - 011 SCALE: 1/4"= 1'-0" V-02 Vanity Cabinet-Double Door & 4 Drawer: 60" 5' - 0" 21 - 5 1/2" 21 - 01' #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 Ref Refrigerator e roto r (203) 410-5783 voice g 1.618033988749894848204586834365638117720309... C-01 Counter Top-Island: 48" Depth - 41 - 211 gmgC1golden-mea n.com C-02 Counter Top: 24" Depth 31 - 011 2' - 1" C-03 Counter Top-L Shaped: 24" Depth 31 - 011 2' - 1" JOB NAME: #10A #10A C-01 Counter Top-Island: 48" Depth 13' - 0" 14' - 2" Peconic Landing oho C) 0 o Hermitage II B--Unit#020 1500 Breaknock Road W D Greenport, NY 11944 DATE: 11-1 uu1 SCALE: As Noted INT -- Casework Schedule B -- Vanities 17-257 DRAWN BY: R Project Number. Comments Type Mark Family and Type Description Width Height Depth r Zoning Approval: Building Permit: BID Docs: L _ _ J Construction Docs: As-Built: V-01 Vanity Cabinet-Double Door & 4 Drawer: 36" 31 - 011 21 - 5 1/21' 2' - 0" Washer D rye r 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" RYAN,✓R Cj. KitchenEqu�ment -- A-604.01 W . SCALE. 1/2" = 1 -0 Sheet No..'A%D *. r . 1 —V See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: Casework & Specialty Equipment -- Unit B J o ermHitage M - Model -- Unit #020 C3 C 4'5a1 ? o M C� CU E r � w � , FLUOR SPAN TABLES �,� � FiRE-SAFE CONSTRUCTIONe ALLOWABLE HOLES -- -- - -- L/480 Live Load Deflection How to Use These Tables - For over 40 years,prefabricated wood 1-joists and other Weyerhaeuser building products have established a record of safe and reliable performance Depth Tll® 40 PSF live load f 10 PSF Dead Load 40 PSF Live load f 20 PSF Dead load 1, Determine the appropriate live load dei!ection No field cut holes in Minimum distance from Table A Minimum distance from-able B s;" 12"o.c. 1B"o.c, 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o,c- criteria. 1 . rot rid Imlns may be cuf in millions of structures.Many of these structures,such as one-or two-family residential dwellings,do not require specific fire resistance ratings per hatched zones i \• anywhere in web outside m buildingcodes but may require unrated membrane protection.The information below is intended to help you specify and install Trus lDist�°products 110 16'-11 l: 15'-6" 14'4" 13'a" 16'-lr 15'-6" 14'-3" l2'-9" I of hatched zone it they are � y q P fY P 2. Identify the live and dead load condition. with fire safety in mind. 9Yr" 210 1T-9' lfi'-3" IS'-4' 14'-3' 17'-9' 16'-3" I5'-A' 14'-0" located 3"away horizontally �- 230 18'-3' 16'-8" 15'-9" 14'-8" 18'-3" 16'-8" 15'-91 14'-8" 3. Select on-centerspacing. ,6" i-i 0 (edge-to-edge)from a larger 6' bei hole. 110 20,-2' 18,_5" 11'•4' 15'-9"+11 20'-2" 11,•8" lfi'-1"11, ]q'.q"t'; � One-Hour Assembly for Rated Construction Sugges.ed Minimum Membrane Protection „ 4. Scan down the column until you m=_et or exceed the --J �_ .� M560 21'-1" 19'-3" 18'-2" lfi'-11' 21'-I' 19'-3" 11'-8" 15'-9` % 2 z D D; Closely grouped round L�2 x LrJI for Unrated Construction span of your application. 6 L' minimum hales arc permitteA ii rein nuns' �D' 6" 6' 11117/8" 21'-8" 19'•10" 18'-8" 1T-5" 21'-8' 19'-1C" 18'-T" I6'-Tr,l (applies to all the group perimeter Do not cut holes larger When We Build,Let Us Think That We Build Forever... Double Layer Single Layer 22'-11" 20'-1I" 19'-8" 18'-4" 22'-11' 20'-1 l" 19'•8" U'-10"111 5. Select TJI'%joist and depth. holes except meets requ rements for than 7Jf'in cantilever 26'-1' 23'-8" 22'-4" 20'-9" 26'-1" 23'-8" 22'4" 20'-9'lu knockouts) round or square holes 110 12'-I0' _20'-1 t" 19'•2• 17'•2.01 22'-2" 19'-2" I7'-6"'r, 15'-0'1' -� 210 23'-Il" 21'-10' 20'-8" ! 18'-I011) 23'41' 21'-1' 19'-2"i1' 16'-1'+T' General Notes Table A-End Support(Minimum distance from edge of hole to inside face of nearest end SLirport) OWNERSHIP AND USE OF DOCUMENTS 14" 230 24'-8' 22'-6' _ _ 2I'-2" 19'-9'1> 24'-8" 22'•2" 20'-3`11 17'-6'"> ( � 360 264" 23'-8' 17'-4' 20'•9"'r, 264" 23'-8' 12'-4"01 17'4VII a Tables are based on: Depth T110 Round Hole Size Square or Rectangular Hole Site [ / ; - Uniform loads. 2" 3" 4" 5" 65S" 7" BT/e" 11" 13" 2" 3" 4" 5" 6h" 7" 8t/o" 11" 13" © Cop ugh 2022 � I 560 29'-6" 26'•10" 25'-4' 23'-6" 29'-6" 26'-lQ" 25'-4",' 20'-ll"�,, By t - 110 25'•4" 22'-6" 20'-7'11, 1 I8'-1'nl 23'-9" 20'-7"f1 18'-9'" 15'-D"" - More restrictive of simple or continuous span. 110 1'-0" I'•6" 2'-0" T-0" 5'-0" 1'-0" 1'-6' 2'•6" 3'•6" 4'-6" 210 26'-6' 24'-3" 22'-6"m ! 19'-11'111 26'-0" 22'-6"11 20'-]'lu 16'-7.1.1 - Clear distance between supports 210 I'-O' 1'-6' 2'-6' 3'-0' S'-6" 1'-0' 2'-0" 2'-6" 4'-0" 5'-0" Frank B.Ryan,Jr.AIA -(3'}-i 16" 230 27'-3" 24'-10" 23'-6" 21'-1"+,) 27'-3' 23'-9" 21'-8111' 17--6"d) - Minimum bearing length of 114"end(no web 9fi" 230 1'-6' 2'-0" 2'-6' 3'-6" 5'-6' U-0' 2'•0" 3'-0° 4'-6` 5'-0" and D2 ' n t 360 1'-6" 2'-0" 3'-0' 4'-0" 6'-0" 1'-6" 2'-6' 3'-6" 5'-0" 5'-6" The Golden Mean Group,LLC 360 28'-9" 26'-3" 24'•8'1)1 21'-5"rr1 ?8'-9' 2fi'-3"d1 22'-4"rill !1'•10'"�) stiffeners)and 3h"intermediate. 560 32'-8" 29'-8' 28'-0" 25'-2""' 32'-8' 19'-8" 26'-3^„ 20'-11"'r 560 1'-6" 2'-6" 3'-6" 5'-0" T-0" i 2'-0" T-0' 4'-D' 5'-6" 6'-0" The drawings ■ Assumed composite action with a single layer of 110 1'-0" 1'-0" 1'-6" 2'-0' 2'-6" 3'-0' i 5'-6" 1'-0" I'-6" 2'-0" 2'-6' 4'-6" 5'-D" 6'-0" 1. 48124 tongue-and-groove,span-rated sheathing(Exposure U,glued with a 1. Appropriate span-rated sheathing(Exposure 1). r 24"on-center span-rated,glue-nailed floor panels 210 Y-0` 1'-6' T-0" 2'-0" T-0" 3'-6" 16'-0" 1'-0" 1'-6' 2'-6" T-0" 5'-0" 5'-6" 6'-6" and all the ideas,arrangements,designs,and sublloor adhesive and nailed. 2. TNS joist L/360 Live Load Defrection (Minimum Criteria per Code} far deflection only.When subilogradhesive is not 11'/, 230 1'-0' 1'-6" T-0" 2'-6"_ T-0" 3'-G" 6'-6' V-0" T-0" 2'-G'- 3'-6' 5'-6' 5'-6" T-0' plans indicated thereon or represented thereby 2- Two layers of 5A"Type X gypsum board complying with ASTM C1396 or two layers in applied,spans shall be reduced 6"for nails and 360 r-6" 2'-0" 3'-0" T-6" 4'-6" 5'-0" 1 T-0" V-6" T-6" 3'-6" 4'-6' 6'-G" 6'-6" 7'-6' - are owned and remain the property of of u4" 3. Single-layer of 511 gypsum board De ih T11� 40 PSF live Load 110 PSF Dead load 40 PSF Live load 120 PSF Dead load 12°for - R R Y Type C gypsum board. D proprietary fasteners. 560 1'-6' 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 1 8'-0" 2'-6' 3'-6" 4'-6' 5'-6' 7'-0" T-6" B'-0" 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. Frank B.Ryan,Jr.AIA Architect 110 F-0" Y-0" t'-0' F-0" 1'•6" 2'-0' 1 3'-0" 5'-fi" 1'-0' F-0" Y-fi" 2'-0" T-6" 4'-0" 6'-D' 8'•0" 3, 1`111"joist 110 18'-9' 17'-2" 15'-8" 1 14'-0" 18'-1' 15'-8" 14'-3` 12'-9" • for continuous spans,ratio of shod span to long and no part thereof shall be utilized by any 210 U-0" F-0' F-0" 1'-6'_ 2'-0" 2'-6" 3'-6" W-0- F-0" 1%0" 2'-0" 2'-6" C-0" 4'-6" _ 6'-fi" 8'-6" 9%" 210 19'-8' 18'-0" 11'-0" 15'-4" 19'-8" 17'-2' 15'-8" 14'-0" span should be 0.4 or greater to prevent uplift. 14" 230 1'•0" 1 1'•0" F-0" _ F-6" 2'-6" 2'-6" 14'-0' T-0" t'0' 1'-0" 2'-0" 3'-0' 4'-0" 5'0" T-0' 9'-0" person, firm,corporation,or entity for any 4. 3W-lhich glass fiber insulation(optional) 230 ?0'-3' 18'-6" 1T-5" ! 16'-2" ?Q'-3' 18'-1" 16'-6' 14'-9" purpose whatsoever,except with the express 5. Resilient channels(required if insulation is used,optional if insulation is 110 22'-3" 19'-4" _ 1T-8" 116'-"' 20'-5" 181-1" 16'-1`+1' 14'-4't11 ■ Spans generated from Weyerh a e u se r sof twa re may 360 1'-0` Y-0" 1'-6" 2'-6" 3'-6" 4'-0' 1 5'-6' 8'-0' 1'-0" 1'-6" 2'-6" 4'-0' 6'-0" 6'-6" 8'-0' 9'-6" exceed the spans shown in these tables because 560 F-0' Y-0" 2'-0" T-0' 4'-6' 5'-0" 1 6'•6" 9'-0` 1'•6- 3'-0" 4'-0" 5'-0" P-0" 7--6" 9'-0' 10'-0" written consent of omitted) 210 23'-4"- 21'-2" 19'-4' 11'-3"111 21'-4' 19'-4" 17'-8" 15'-9'1' 210 1'-0" V-0" F-0" 1'•0" 1'-0` 1'-6" T-6" 3'-6" 6'-0" F-C" 1'-0' F-0` 2'-0" 3'-0" 3'-6" 6'-6" 8'0" 111-0* Frank B.Ryan,Jr.AIA 11%* 130 24'-0" 21'-11" 20'-5' 18'-3' _ 23=1' 20'-5' 18'-7" 16'-7"111 software reflects actual design conditions. ; Infertek listings: - " 230 1'-D" ]'-D"_ 1'•0' _]'-0" ]'-6" ]'•6' 13'-D° 4'-D" T-0' 1'-0" 1'-0" 1'-0' 2'•D" 3'-6" 4'-0" T-0' 9'•0" 11'-0' and 360 25'•4' 23'-2° 21'-10" 20'•4"11 15'4' 23'-Z" 17'•10"r'n 17'-10"+') ■ For multifamily applications and ether loading i6 The Golden Mean Group,LLC. WNR FCA 60 OI(ria channels( ---- 360 1'-0" 1'-0' 1'•0" F-0' 2'•6" 2'•6" 4'-6" 6'•6" 9'•0" r-0" ]'-D" 1'-6" _ 3'-0" _ 5'•0" 5'-6' 9'•0' 10'•0" 11'-6" WNR FCA 60-03(with chan.tels) 560 28'-10' 26'-3" 24'-9" 23'-0" 28'-IQ" 26'-3" 24'-9" 20'-11"}14 conditions not shown,refer to Weyerhaeuser 560 1'-0' 1'•0" 1'•0" 1'-0" 2'-G" 3'•0" 5'-0" T-6" 10'-0" 1'•0" 2'-0" 3'•0" 4'-6' 6'•6° T•0" 10'-0' 11'-0" 12'•0` 110 24'-4' 2l'-0" 19'-2" 17'.2-Q, 22'-2" 19'-2" 17'-6',11 15'-0"n) software or to the load table on page& -it0 P6'-6` 23'-1• 21'-1` 18'-10"iii 24'-4' 21'-1' 19'-2'i0 16-4.61 Table B-Intermediate or Cantilever Support For more information onfire assemblies and rrre-safeaonslructlon,please refer orvisitwayerhaeustathe ilwoodhaeuserfire-fratedAssembliesandSprink/er5ystems6uide,Ti-1500. 14" 230 27'-3' 24'-4" 22'-2" 19'40"") 25'-8' 22'-2" 20'-3'(1' 11'-6'11! Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support) CONSULTANT: air visit weyerhaeuseccom/waodproducfs. _ - _ 360 28'-9' 26'-3" 241%9"i1 21'-5'111 18'-9' 26'-3•01 22'-4.01 I7'•10.11) Round Hole Size S 560 32'-8' 29'-9" 28'-0" 25'-2",„ 32'-8' 29'-9" 16'-3"rr) 20'-11"111 Depth TJIe 7 , quare or Rectangular Hole Size 2" 3" 4" 5" 675" 1" B/a 11" 13" 1" 3" 4" S" 6'h' 1" 8'h" 11" 13` 110 26'-0" 22'•6' Z0'-7'' 18'-1",1, 23'-9" 20'-7":11 18'-9'111 15'-0"111 110 2'-0" 2'-6" 3'-6' 4'-6" 1'-6" - F-6" 2'-6" 3'-6" 5'-6" 6'•6" i TIPS FOR PREVENTING FLOOR NOISE 210 28'-6" 24'-B" 22'-6"111 19'-11'1'1 26'-0" - 22'-6'111 20'-7"111 16'-7'+11- live Toad detection Is not Me arty factor - . -- -that affects how a Loon will perform. 210 2'-0' 2'-6" 3'-b' S'-0" 8'-0" :, 2'-0' 3'-0" 4'-0' 6'-6" T-6" l 16" 230 30'-1" 26'-0' 23'-9" 21'-1"n1 _ 17'-5' i 23'-9" 21'-8"f11_ 1T-6"11) 9Vi" 230 2'-6' 3'-0" 4'-0' 5'-6" 8'-6" - 2'-D" 3'-6" 4'-6" 6'-6" P-6' -- v a' 360 31'-10" 29'-0" 26'40"tu 21'-5't11 37'-19" 26'-18" 22'-4'01 To more accurately predict tatings. armance, Trus Joist' TJI Joists are structurally uniform and dimensionally stable,and they resist shrinking and twist ng.This helps prevent gaps from forming around the nails " " - " _ r'J 1T-10"'> use ourTl-Pro'"Ratings. 360 3'-0' 4'-0" 5'-6' 6'-6- 9'-0" 3'-0" 4'-6" 5'-6' T-6° 8'-0' CONSULTANT: between the oist and the floorpanels-gaps that can otentialt cause squeaks or other floor noise.Using TJ1y'joists can het ou build a quieterfloor.but on If the 560 36'-1* 32'-]1 31-0 X11 25-2 u, 36'-Y 31'-6"rrn 26'-3 111 20'-1 l"'11 560 3'-6' 5'-0" 6'-0' 7'-6" 10'-0" 4'-0' 5'-6" 6'-6" . B'-0" 9'-0' f D i B 1 helpyou q N 110 F-0" 1'-0" Y-6" 2'-6" 4'4' 4'•6" 8'-6" 1'-0' 1'-6" 2'-6` 4'-0" 7'-0' 1'-0" 9'-G" entire floor system is installed properly.This is because other components of the floor system,such as hangers,connectors,and nails can bP.a Source of floor noise. (I)Web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length is lass ,- _ than 5Si"and the span on either side of the intermediate bearing is greater than,he following spans: 210 1'-0" 1'•0" T-0" 3'-0" 4'-6" 5'-0" 1 9'-0" F-0" _ 2'-0' 3'-D" 4'-6' 8'-0' Vol' lo'-O" Properly Seat Each Joist Use Adhesive and Special Prevent Shrinkage Avoid"Shiners'' TJfe 40 PSF11veload/10PSf0eadload 40PSf live load/20 PSF Deadlaad tlr/r" 230 t'-D' 2'-0" 2'-6' T-G" 5'-0" 5'-6" 10'-0" 1'-0` 2'-6" 3'-6^ 5'-0" 8'-6" 9'-D" 10'-6' in Nanger Nailing When Needed 360 2'-0'_: 3'-0' 4'-D' 5'-6" r-o' 7'-6" 1 ll'-O' 2'-0" 3'-6" 5'-0" . 7'-0" 9'-6" 9'-6' IF-13" g 11"o.c. 16"o.c. 19.2"o.c. 24"o.c. 11"o.c. 16"o.c. 19.2"o.c. 24"o.c. 560 I'-6' 3'-0" 4'-6" 5'•6" W-0" W-6" 12'-0" 3'-0' A'-6" 6'-0" 8'-0" 10'-6' 11'-0" 12'-0" 110 19'-2" 15'-4" 19'-2" 16'-0' 12'-9" NOTES: 1 110 l'-0' 7'•D' ]'-0" 1'•D" ! 1'-D" 2'•6" 4'•6" 8'-6" 1'•0" 1'-0" F-0' 2'-6" 5'-0" 6'•D' 9'•0' 12'-0" li Canstnlctinn 210 27'-4" 11'-O' 21'-4" ll'-9' 14'2" 210 F.O. 1'•0" 1'•0" 1'-D" 2'-fi` 3'-0" 5'•G' 9'-6" 1'•0" 1'•0" 2'-0" 3'-6" 6'-0" T-D" 10'-0" ' 13,•0• /adhesive i�_ #Movement 230 Not Req. Not Req, Not Req. 19'-2" Not Req. Not Req. 19'-I1" 15'-11' ' 360 24'-5' 19'6' 24'-5" 10'-4" 16'-3" 14" 230 Y-0' F-0" F-0' 2'•0" 3'-6" 4'•0" 6'-0" _ 10'•6' F-0" 1%0" 2'•6' 4'-0' 6'•6" 1'-6" 11'"0" 13'-6" J I ` 360 I'-0" F.0" 2'•0' 3'•G" 5'-6' 6'-0" 8'-6" 12'-6" h_0" 2'-0" 4'0" 5'•6' 9--V 10'-0" 12'_O" 141'-0" T7n 4��i I 560 29'-10" 23'-10" 29'-10" 24'-10' 19'-10" 560 1'•0" 1'•0' 1'fi" 3'-6" Y-6' 6'•G" 9'•6" 13'•6' 1'•0" 3'.0' 5'-0" 1'-0" 10'•0` 11'•0" 13'•6' 15'-0" Lf ; i Gaas develop as �� 210 f'•0" 1'•0" I'-0' 1.-0" P-0" 1 0" 3'-6" 6'-0" 10.0" 1'-0 1'-0" I'-0' 1'-6' 4'-fi" 5'-6" 10'•0" 12.6" 16'•0• sheathing shrinks Shiner Long-t"rm dellectien under dead load.which includes the effect of creep,has rid been considered.Bald italic spans reflect Cab sohnoor adhesive g initial dead load deflection erceedmg 0.33". 16" 230 !'-0' 1'•0" 1'-0' 1'-0" F-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" V-0" 1'-0' 2'-6" 5'-0" C-0" 10'-6' 1 13'-6" 16'•6' in seat of hanger' Bend lab i 360 1'-0' 1'-O' 1'-0" 1'-D' 3'-D" 4'-0" 6'•6' 10'-0' l3'-G" 1'-0" 1'•0" 2--0" 4'-0' 7'-G" 8'-6' 13'-0" 14'•6" 11'-D" aid fasten I 560 F-0" F-0" 1'-0' F-0" 2'-6" T-6" T-0' 11'-0" 15'-0" 1'•0" 1'-0" 3'-6' 5'-6' T-0" 10'-0" 14'-6" 16'-o" 18'•0" Seat the joist fight to the bottom of the Nail interior partitions to the joists when Keep building materials dry,and property I Exercise care when nailing.Nails that • teclangular holes based on measuiemcnt of lonl;est sidt. hanger.When using hangers with tabs, passible.If the wall can be nailed only to ghie floor panels to the joists.Panels barely hit the joists(shiners)do not hold General Note S bend the flange tabs over and nail to the the flour panel,run a bead of adhesive` that become excessively wet during Me panel tight to the joist and should Tl7`;'joist bottom Range.Placing adab under the wall and either cross nail,nail construction shrink as they dry.This he removed.If left in.the nails will rub ■ Holes may be located vertically anywhere within the web.leave Wofweb(mininium)at top and bottom ofhole. DO NOT 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.. of subtfoor adhesive'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 Me DONUT cut holes in cantilever hanger prior to Installing the hist can I into the waUfrom below. ■ Knockouts are located in web at approximately 12"on-centre;they do not affect hole placement and may be cut or notch flange. reinforcement. g P g I panel to move when stepped on. panel deflects. located in the hatched tone. reduce squeaks. � I • For simple span(5'minimum)uniformly loaded joists meeting the requirements of this guide,one maximum The For more Information and tips on how to prevent floor noise,refer to the Weyerhaeuser size round hole may be Ionated at the centre of the joist span provided that no other holes occur in the joist. I 1 I 'Weyerhaeuser recommends using a subtloar adhesive that has been qualified as a • Distances are based on the maximum uniform loads shown in this guide.For other load conditions or hole L1. GOLDEN EAN Class 1/8 in.,Type P/0 subflonr adhesive in accordance with ASTh!03498.19. Prevention and Rorcon act o urWe a System Squeaks re preien Resource Sheet 9009, configurations use ForteWEB1^'so tware or contact your Weyerhaeuser representative. ' or contact your Weyerhaeuser representative. See page 24 for how to use these tables and general Notes. G R 0 U P EEC Trus Joist'TJI'Joist Specifiers Guide(Canada} %, ,r TJ-45C0 j January 2022 Trus Joist"UI"Joist Specihei s Guide TJ-4000 I August 2016 Trus Joist"TJI"Joist Specifier's Guide(Canada) ^+ r C T1-4500 I January 2022 3 7 16 Archifectura!Desig Facility Consulting Strategic Planning SECTION 3: DESIGN INFORMATION FOR ALL JOISTS 1 . " RIM BOARD SELECTION AND INSTALLATION FLOOR DETAILS " N This section contains framing details and design information applicable to all joist depths shown In this guide. Exterior Deck Attachment Blocking panel: lead bearing or braced/ Blocking panel: Plate nail 116,T!",Rim Board Structural exterior l th"T1,r•Rim Board Shear wall above(must 1!4"TP,Rim Board load bearing wall above No load bearing wall above T110 Joist Floor Framing (with depths s 16'), sheathing (with depths c ICT ;tack aver wall below) (wilt depths z 16'), (must stack over wall below) Joists must be laterally supported at cantilever and IN'or IYr"TimberStund"' 1'14'or 1!h" 1IN"or Ills` end bearings b blocking panels,hangers,or direct LSL,or TJI" joist TimberStrandR LSL 2x4 minimum TIP'joist floor framing does not require g y g p g nashin or joist LSL, squash blocks bridging or mid-span blocking attachment to a rim board or rim joist g air TJ'4 joist #1 Mercia Lane, 2nd Floor Rim board joint between joists ' ;:'/ Toenail Treated 1414 \ \ �r/i. Greenwich, CT 06830 2x_ledger `' 11/:"TJ"1 Rim Board o III, (with depths ar 16"),IA"or Web stiffeners required on j If�l� Well stiffeners required on both sides 1St'TimberStrand'LSL both sides at A 11 ONLY Web stiffeners required on both sides it B3W ONLY.See footnote(1)under - Staggered bolts at B2W ONLY.See footnote(1)under ;pan tables �', N< �t�� Wpb stiffeners required cn both span tables. 'k . -13. �,jV, Attach blockingperfasteninginstructionsInDetailA3. sides at BIW ONLY.Seetaotnote (203) 410-5783 voice `vim Shimmed Deck Attachment (l)under span tables. �+ Blocking panels maybe required with Blocking panels maybe required with Web stiffeners required on Siding braced/shear walls above or below- V braced/shear walls above or below- Web Plate nail both sides at A2W ONLY `*AP see detail Bl sea detail Bl 1.618033988749894848204586834365638117720309... Weather•resistrve harrier -,---- - - ----- �d.' s7' Flashing Rim-to-joist nail 11a"Tl"Rim Board Flush bearing plate required. Load hum above gmg(�golden-mean.com Maximum V4'overhang (with depths d 16'), i permitted at beam 1'/i or IYJ"TimberStrand''LSC� D Washers or prefab spacers to 1 allow for drainage.Maximum�, „ Tea nail / �. airspace is 54".Add sealant. 1,+ •s l JOB NAME: Safety bracing(1x4 minimum)placed at Top mount i. r 8'on-centre(6'on-centre for Tit' f 10 TJt-rim joist Staggered bolts hanger amt( r joists)and extended to a braced end / 1 Peconic Landing � Treated 2x_ledger ` Face mount wall.Fasten at each joint with two I J x , w (0.113"z at each minimum. Musthave 1314"minimum joist bearingat ends,Attach rim i hanger a Structural exterior sheathing Web if required 2x4 minimum squash blocks; Hermitage II B--Unit#020 � joist pertasteninginstructmnsinDetailA3. ,- a stiffeners mor r sides q 9 q e match bearing area of column above f.r Structural sheathing _- _- _. Treated sill plate hanger do not laterally support at Protect untreated woad 7 b least fin"of Thi joist trio Range from direct contact See Exterior Deck lyrically with concrete Platenail,l 1 y 1500 Breaknoek Road Attachment oil t 3 rk 16d(0.148"x 3S,1")at 16"o.c. ( 2x4 or 2x6 stud wall h blacks to transfer Use Zx4 minimum squash I lli"knockouts a �"��t • load around TI joist Gree po , NY 11944 page 26 �.- w �� (6"o c.at braced walls)� Web stiffeners on bath " r} at approximate) .,' :=. Fr` ! 1- - --------- Y � *"-, sides at A3W OhIY - - ---- --- -..._---- 12-on-centre r /r^ r Deck nail.typically I Ledger Fastener("Factored Resistances See Allowable Holes ' ' when anal on pages 16 and 24 - .., BA(n.l3r x 21`1"'at s"°.`. - D Fastener Spacing for TJh Joists D Y tl. .... . ' .` . exceedess x exceeds Vs*. j Factored Resistance Loadl3,(lbs/bolt} Rim board to TJI"Joist trim 14"Through Bolt i Closest On-Centre S I'A'TJ'e Rim Board sheathing Rim Board Material 15"Lag Bolt Yi"Through Bolt with Air Space pacing DATE: 1 r-1 OU 1 T110 Joist Nailing Requirements at Bearing (with depths s16"),IV-.'or tongue 1'/1"Um,Rim ard171 695 1,005 "x 2K"}' lod(0,148"x3")per SCALE: As Noted 8d(0113 w 1'k'Tim6erStrandaLSL at nm board 154"TimberStand§LSL 885 1050 8901 T11D 1dd0011 "t2�") l2d(0.148"x3%4"), 16d(0.162"x3%") DRAWN BY: FBR TJI'O Joist to Bearing Plate 1 Spuash Blocks to Tll®Joist Toe tad,l6d(0.148"z 3Sd") �_ `. IV TimberStrandmlSL 980 1,050 12d(0.128"x 3Y4") t6d(0.135"x 3h") Project Number. 17 257 at 6"o.c. .._ \ (Load bearing wall above) Rim board to Uf^joist !/ G -- \ TJI"Joist spinning in (1)Corrosion-resistant fasteners required in wet-service applications. 110 god 210 4" 4 E' One 8d 10.1 l3"z 21h")nail each side.Drive pads - \\\ 171 E• Zoning Approval: It'"TJ'Rrm Board(with depths s 16"). at an angle at least l-AV'from end.For Th",560D, Vial sheathing .-_ r either direct on (2)factored resistance determined it arrord depths with V on 1672. 0 a 4' 4' or.14'TimlberStrand�LSL use(0.131"x 3")nai!s. E TJI moist (3) 1 ax U"Rim Board a allowed with joist depths<]6'only. 360,560 and 5690 3" 4''11 6" Building Permit: it to plate !4} Maximum 41"Shimmed air spare. BID DOCS: L� (1)Statper nai!s w'ien using 4"on-centre spacing or less and maintain 3z"joist and panel edge distance.Ore row of Construction Docs: fasteners is permitted nwo at abutting panel edges)for diaphragms For other applications,multiple row!of fasteners AS Built: One(0.131"x 3')nail Web stiffeners reglired on are permitted it the rows are offset at least 1/"and staggered into each flange bath sides at A3W ONLY General Notes (2)Can be reduced to 3"on-centre for light au,a steel straps with 10d(0.14B`x IV" nails. Shear trans/rrnalling: ]th"TJ'Rim Board(wills g g g } Use connections equivalent to I depths<_16-),I VA'or 1 S5' • Maintain 2"distance(minimum)from edge of ledger to fastener.Stagger bolts, • Maximum spacing of nails is 18"an-centre for joists s ib"deep,24"on-centre for joists>16"dcep. floor panel nailing schedule - TmberStrand",LSL: • 14 au e Local building codes may require through bolts with washers. g g staples may be substituted for 8d(0.113•x 2/r)nails if minimum penetration of 1'is achievel ■ Lateral restraining connections may be required. • table also applies to the attachment of TJh"rim joists and blacking panels to the wall plate. •�{rx"V 1 Yr'mmmum bearing 3!!t'minimum jntermdiate bearing; 1 ! ■ See Weyerhaeuser's Rim Board Specifier's Guide.TJ-8500,for more information. at end support 5/"may be required for maximum capacity - - - - - Rim to TJI®Joist -- - - ---' _ --___- _ _ ___ Nails Installed on the Narrow Face �' ✓� rap View 4 n TA 560 or 5600 (1)1 bsi'T)''Rim Board is allowed with joist depths s 16"only w �• -4 floor joist Vertical Load Transfer at Bearing ClosestOn-Centers acin erRow 1 y � , a IVa"Tl"'Rim Board(with depths s 16"), TP115GO or 5600 f 11 Capacitq is based on catrulation. Nail Size itA"Tl®Rim Board 11 Tim6erSlaW161 LSL (2)Can be reduced to to 5'on-centre minimize re if nRil g).penctrotion into the narrow edge is no r1 14"or 1 Vi"TimberStrand LSL rim board,or Uniform load{pLF) Concentrated rim joist: Tll0 110 rim joist: __ De th load(Itis) (2) Capacity is Limited to a manmum a 522 psi in accarda•,re with ASTM DT672. " lY'" (3)Can be reduced to 4"on-centre d nae p�anetralian into the nannry edge is Toenail with __ -- _-_ _ r 8d(0.113"or 0.131"x 215'}, no mare than 1%*(to minimizesplittm One(0.131"x 3")nail into each flange Rim or Blocking Material gy��jt n/a": 14' 16' 18" 20" 22" 24" All Oe the • vatuas may not 6a increased far duration nt Inad. 109(0.128"x 3"),12d(0.128"x 3%"- 6' 4" 3" g)• (0.131'z 3")nods,one each Also see detail 62 on page 17. To minimize splitting.maintain edge distance and rmw spacing ni 2S4 N nail 2-1 �C- side of TJt"�joist flange T)1 rim joist 3,060 2,250 2.47511 - 109(0.148"x 3"),ltd(0.148"x 3'h") 6' 4' 3' diameter or N",whichevpr is rater Multiple rows mull be.staggered and Tl l T10,230,and 360 rim joist: 1'/e"TJO Rim Board 7,04511' 6,625 5 800 - - - - + 4,930 16d(0.162'x 3'h") 16"'71 61101 6"'" equally spaced from the centrel rie of the narrow face axis. -4 1- One(0.131"x 315")nail into each flange �1560 r 56013 174"TimberStrand"LSL 7,830'' 7,250 6,290 5,365 4,580 3,9301 5,450 (0.131"x 3%3W) 6' 4' 3' 14 gauge staples may be substluted far Sd to 113'x 2111 nails 134"minimum rim joist iS4"TimberStrandT LSL 9.395 9,250 8,325 7.350 6,440 6,555 d minimum penetration of 1"isachlsved, Sheet No.: A-- -.:08 bearing / locate rim board/dint behveen/oists Also sea nailing requirements on page 25. Also see nailing requirements on page 25. xb DRAWING TITLE: Tres Joist'TJr'Joist Sp".clher5 Guide(Canada) ��RECL Tl-45C0 I January 202? Trus Joist`TJI•Joist Specifiers 3uide(Canada) ��'"E:CC TJ-4500 ( January2022 Trus frust"TJr'Joist Sprptler's Guide(Canacra) �"%":r�CC TJ-4500 I January 2022 25 26 27 LVL Details DV -- LVL Details SCALE: 12" = 1'-0" v Hermitage - Model -- Unitoa 1, 0 U � U CU " �° 3 w C1) -C3 a 0 `v J C— ` When We Build,Let Us Think That We Build Forever... a ° a OWNERSHIP AND USE �t0F DOCUMENTS By Frank B.Ryan,Jr.AIA and ° a i The Golden Mean Group,LLC - °4 The drawings a and all the ideas,arrangements,designs,and ( = plans indicated thereon or represented thereby are owned and remain the property of t Frank B.Ryan,Jr.AIA Architect i and no part thereof shall be utilized by any person, firm,corporation,or entity for any i a 4 i purpose whatsoever,except with the express itten consent of Frank B.Ryan,Jr.AIA a. -- -- - and _ I 4 , The Golden Mean Group,LLC. • t_ I 1 , CONSULTANT: -802 0 I l � l I 2 -802.0 CONSULTANT. 6 -- -- - - - — -- - —� 1 I =2= n -802.0 I NOTES: ❑• Q 3 0, 1,1,2,3,5.8,13.21,34,55,89,144,233,377,610,987... -802.0 - 4 The 1 GOLDEN MEAN -8020 GROUP LLC �! Architectural Desig Facility Consulting Strategic Planning II I- I I, I i #1 Mercia Lane, 2nd Floor -1 Greenwich, CT 06030 -802.0 i I 5 (203) 410-5783 voice -802.0 I- I 1.618033988749894848204586834365638117720309... g qmg@golden-menn.com L — — — — — — — — — — — — JOB NAME: -- ® Peconic Landing -- ---- -" Hermitage II B--Unit#020 1500 Breaknock Road I Greenport, NY 11944 I r FENB 11-i UU i s Noted i BY: FBR I umber. 17-257 pproval:Permit:s:ction Docs:. f True North Sheet No.: Q '�IP O Footing ,„ Demising Partition DRAWING TITLE: vim/ SCALE. 1/4 - 1 Q Project North 1-HR Demising Partition -- Unit AB UCl) ■ J ( o N. M Hermitage 11 Model0 c> O U V C CU (1) w N o (D_ rn c J C N 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 a!!the ideas,arrangements,designs,and _ plans indicated thereon or represented thereby re 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: Ilk CONSULTANT: NOTES: L= -- E3 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,371,610,967... 3 -802.0 - - The - step GOLDEN MEAN _ GROUP LLC -802.0 tectural D Arch i esig Facility Consulting strategic Planning C31i o #1 Mercia Lane, 2nd Floor Q Greenwich, CT 06830 (203) 410-57°3 voice 1 � rI .618033988749894848204586834365638117720309.. gmg@golden—meon.com JOB NAME: -- -- Peconic Landing o c— —--- Hermitage IIB Unit#020 - - • � - � --- --- -- --- -- - --_=---- 1500 Brecknock Road : Greenport, NY 11944 DATE: 1 i-1UU1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 4— ———411 w B.RY,q�,Cti/ y. m C32M-+ �0 True North n Sheet No,: ��l'�OS�MP: O Level 1 ,-„ Demisin Partition DRAWING TITLE: v SCALE. 1/4" - 1 -0 Project North 1-HR Demising Partition -- Unit AB UM Hermitage _ Model B __ Unit Ua N c� a � E 3 m Demising Wall Locations. Frame walls from Foundation C- To Underside of Existing Roof Structure Throughout. When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS / © Copyrght2022 By Frank B.Ryan,Jr.AIA _ ___ __ __ -- and The Golden Mean Group,LLC - - - - -- - / e rawings Roof Joist Thd - - — _ 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, frm,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 Insulation CONSULTANT: Fireblocking Fireblocking @ 4'O.0 NOTES: - -- - - - - - - @ 4'O.0 Vertical, Typ. - Vertical, Typ. - -- Fireblocking Fireblocking -- -- — --- Vertical, Vertical, Typ. - Typ. - R-23 Batt Insulation _ R-23 Batt R-23 Batt Roof Joist 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 GROUPLLC . Ceiling Joist -Ceiling JoistCeiling Joist Blocking - V Blocking h Ceiling Joist Blocking - Blocking - R-23 Batt Insulation Architectural Desig R-23 Batt R-23 Batt R-23 Batt Insulation R-S 3 gots Facility Consulting Insulation Insulation Strategic Planning Fireblocking Fireblocking @ 4O.0 @ 4'O.0 Vertical,Typ. - Vertical, Typ. - Fireblocking Fireblocking Fireblocking #1 Mercia Lane, 2nd Floor 4 O.0 Vertical, p. - @ rtiO.0 yp - Vertical, Typ. Greenwich, CT 06830 t203) 410-5783 voice - lf. r,�61803398874989484820458683436 Floor Joist gmg@golden-mea n.com Floor Joist Blocking \ Blocking Floor Joist __Floor Joist Floor Joist _ JOB NAME: Blocking - Blocking - j Blo°king Plull, econlC Landing ,I .N , V a Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 • °. a DATE: I,-1UU1 ° I I _ I I —_ SCALE: As Noted DRAWN BY: FBR — a Ie° Project Number. 17-257 Zoning Approval: Building Permit: BID Docs:Construction Docs: _ _ ( As-Built: - =1 " 1=1 rF I—IIIIIIIIIIIII I I I II I—III VIII I —III— - - I = _ =I I - - - .II ISI II�� I ISI III I I . . I�� .. I IM I--I I ISI=1 = —I — II I III I I—� �—I �—I III�I III I ISI III ILIIWID IIII—III III—IIIA II —� I I 2� �0 Sheet No.: A, r M " it "I Section 3 Section 4 Section 5 Section 65 -SsCASEFtl'�,02,,P-1,-07 DRAWING TITLE: SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-Q" SCALE: 1/2"= 1'-0" Demising Sections -- Unit AB Hermitage 11 ModelN s of U co N v � m m ...........................»......».............................................»..«...............«..«..............«................».....................»..............»...............................«....................»...«.....».....................................................»..»..............«.....»«...........»......» 2 hr. o ' Wd Stud-2 layers 5/8 SHEETROCK Brand gypsum N/A I � .• � panels, FIRECODE core, or SHEETROCK Brand gypsum ,- 6" panels, water-resistant, FIRECODE core, ea side-2 x 4 E--- 16"o.c.—base layer att with 1-7/8" nails 6" o.c.—face layer att with 2-3/8" nails 8"o.c.—joints fin—ULC Des U301 --- ---_— -- y � When We Build,let Us Think That We Build Forever.. wt. 12 OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By = J Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC Roof Joist Blocking - y 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 { 1 hr. est. Wd Stud-2 layer— base layer 1/4" SHEETROCK Brand 45 TL-69-52 F and no part thereof shall be utilized by any person, firm,corporation,or entityfor any gypsum panels appl vert with 4d ctd nails-1/2" panel 53 Based on 5/8" lamin, purpose whatsoever,except with the express 5 face layer strip lamin-1/2" SHEETROCK Brand written consent of " y p 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. � i —perimeter caulked—est fire rating based on UL Des U305 —USG-221-ST-G&H R-23 Batt Roof Joist wt' 8 CONSULTANT: Insulationi Blocking - ............................................«....................................................................................................................»...............................................................................................»........................................................................................»... 77 f`^ - CONSULTANT: C I UL305 1-HR Partition Demising Loca'icns. Fireblocking 2x4 Stud wt 5!8-Type X NOTES: GB Each Side @ 4' Provide accoustical batt Verticalal,,Typ. — Insulation Througbout. Fireblocking @4'O.0 Vertical,Typ. - - Finish Floor R-23 Batt Existing 2x10 FlocrJoists Insulation • 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... ii/ 34" PPPjwood Sublfcor. �I Provide R-30 Batt Insulation 1 Ceiling Joist Throughout. Blocking - The Ceiling Joist GOLDEN MEAN Blocking - y GROUPLLC Ceiling Joist Blocking - R-23 Batt vJ� R-23 Batt Insulation .l Insulation Architectural Desig Facility Consulting R-23 Batt Insulation Strategic Planning y ,l , . -=-_; '• 'Drill New Anchor Fireblocking I ' Fireblocking y I 'Bolts @ 4'-0" Q.C. @4'O.0 @4' O.0 � . a Vertical,Typ. - Vertical, Typ. Existing Concrete " . . Foundation%11r #1 Mercia Lane 2nd Floor ' I Fireblocking x Vertical,T — . . - Greenwich, CT 06830 410-5783 voice 1.618033988749894848204586834365= t Floor Joist Floor Joist y �' Provide 2" Rigid Insulation gmg@golden-menn.com Blocking — Blocking — r r -At all exposed Fcundaticn _ . 'Ovide Fool'ng Key{ JOB NAME: Floor Joist r SII F•J ew Footings .I' , � �: • Blocking (3) #3 Rebar. a ,= Peeonic Landing I + F Hermitage II B--Unit#020 14 " ; , ,- _ ' 1500 Breaknock Road A? X3 11 Greenport, NY 11944 � � - -• �'. DATE: 11-1001 SCALE: As Noted DRAWN BY: FBR — I Project Number. 17-257 Zoning Approval: Building Permit: - =I I I — _ •.�'� a..•- .1`. a.• .••: '�.•. -' :. �•', � BID Docs: Construction Docs: RYAN,��, C% CO 1 ! I I_ W s 41 A0 14 U641- AAk 4 DV -- Demisinn Detail SheetNo.: SCALE: 1" = 1'-0" AZ802*2 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" AB J o Hermitage — Model B -- Unit #020co Q o c� rn QJ O C_ W When We Build,Let Us Think That We Buffd Forever... - — ---- --- – – -------------------------------------------------------------------------------------------------------------------------- 1 1 1 1 1 1 OWNERSHIP AND USE OF DOCUMENTS 1 1 0 Copyright 2022 1 By Frank B.Ryan,Jr.AIA and 1 1 The Golden Mean Group,LLC I 1 The drawings I 1 and all the ideas,arrangements,designs,and 1 1 plans indicated thereon or represented thereby 1 1 I are owned and remain the property of 1 1 Frank B.Ryan,Jr.AIA Architect 1 and no part thereof shall be utilized by any 1 1 person, firm,corporation,or entity for any 1 purpose whatsoever,except with the express 1 ! written consent of 1 Frank B.Ryan,Jr.AIA 1 1 and 1 1 1 1 The Golden Mean Group,LLC. L-------------� ! + I 1 1 CONSULTANT: 1 1 � 1 1 1 1 1 1 1 CONSULTANT: 1 1 I 1 1 1 1 i P. 1 NOTES: 1 1 e 1 � 1 1 1 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,371,610,987... � 1 1 ' 1 1 The s� o GOLDEN DEAN 1 I GROUPLLC s I 1 p --- I 1 '' 1 1 1 1 Architectural Desig 1 I Facility Consulting Strategic Planning � II #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 1 1 � 1 1 j 1 1 (203) 410-5783 voice 1 i 1 ( 1 1 1.618033988749894848204586834365638117720309... 1 1 gr-gngolden—mean.com L-----------------------------------------------�•---, l JOB NAME. Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 , r 0 )J DATE: 1/ 1 UU1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 �a �a Zoning Approval: Building Permit. BID Docs: 0 a I Construction Docs: As Built: t4 a 104 y 0 f --I ° s2-1 Q True North "- Sheet No.: E�� 1 V L1P. 01 — B Level 1 -- MEP Electrical Unit B SCALE: 1/4" = 1'-0" DRAWINGTITLE: Project North MEP Electrical Layout -- Unit 8 � J o Hermitage - Model -- Unit11J, '^ U & N O `V � c 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 ✓yam//' The drawings and all the ideas,arrangements,designs,and f ,y plans indicated thereon or represented thereby i 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 j.• :I Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. •i i i .l - ��~y CONSULTANT: -s CONSULTANT: r✓r � y_ � k NOTES: / Ij J • 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The ;{ GOLDEN MEAN GROUPLLC Architectural Desig 9 Facility Consulting E Strategic Planning j 1 , J ' #1 Mercia Lane, 2nd Floor N I Greenwich, CT 06830 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... r ".,t gmg@golden—mean.com � y JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road /._ Greenport, NY 11944 E DATE: " SCALE: As Noted t.., DRAWN BY: FBR Project Number 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: iE�ED AR ♦. f a, ...1 AV w Sheet No.: V '" P. 017 0 "' 3D Model View -- MEP Ductwork DRAWING TITLE: SCALE: 3D MEP Ductwork -- AB J o a tll M HermitageModelo V U U CU a u� 3 ami q (� rn _ c O N c N 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 �1 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. t CONSULTANT: CONSULTANT: NOTES: r� A 1 SII Y-1 .dam.. 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 E #1 Mercia Lane, 2nd Floor r nv�i h Gee c , CT 06830 r � w (2N3 410-5783 voire 1.618033988749894848204586834365638117720309... gmg9golden—mea n.com r JOB NAME: Peconic Landing g Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 11-I UU i SCALE: As Noted DRAWN BY: FBR Project Number 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: ED A FtR 3D Model View -- MEP Sanitary -IS SCALE: F .4 9 24 Q. Sheet No 011P. O 2 DRAWING TITLE: 3D MEP Sanitary -- AB J "' v Hermitage Model eUnit C13 QCT Y' ami C � 33m Q3 0 3 J I ------ ------------------------------------------------------------------------------------, 1 I I I When We Build,Let Us Think That We Build Forever... 1 , I 1 1 1 1 OWNERSHIP AND USE OF DOCUMENTS I ; © Copyright 2022 Y 1 I I I Frank B.Ryan,Jr.AIA 1 and 1 The Golden Mean Group,LLC , I 1 The drawings 1 and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of 1 1 I 1 Frank B.Ryan,Jr.AIA Architect ' I 1 and no part thereof shall be utilized by any 1 i person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of — L------------- I — — — --i — — Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I ; 1 ( I I CONSULTANT: 1 1 CONSULTANT: I 1 1 1 NOTES: 1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 1 1 ' The GOLDEN MEAN I I 1 GROUPLLC I I i - I I 12'-4 1/4" 1 Architectural Desig - 4' Facility Consulting (1)1 3/4117J8 I 44 I Strategic Planning I 1 1 (1)13/41 I 1 1 1 #1 Mercia Lane, 2nd Floor Greenwich, CT 06630 I I ----------------- (20J) 410-5783 voice H J 1 K' (1)1 J4x11 7/8 1.61803398874989484820458fi834365638117720309... II I I 4x4 I (1)13/4x117/8 4x4 4x4 4x4 gmg@golden-mecn.com Li — — — — F I ti- — — — JOB NAME: I I II (1)1 3/4x11 718 Peconic Landing (1)1 3/4x11 7/8 14'-91/2" 20'- 10" Hermitage II B--Unit#020 1500 Breaknock Road I I I I I Greenport, NY 11944 I DATE: 1 1-1 Uu1 I I SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: ® I BID Docs: 5 Construction Docs: As-Built: 0 p�R OA True North I I I I Sheet No.: Level 1 -- Proposed Column r —✓++ DRAWING TITLE: Locations Unit B SCALE: 1/4" = 1'-0" 1 Pro North First Floor Column Locations -- Unit B i J ■ ■ J o , ermi age - o e ni - ;I all CA 10 1 I I a) O^' V U U � i i I II C CA - i _ N ii- I I I I I { When We Build,Let Us Think That We Build Forever... I 1 -- - - - ---- -- -- --- ---- -- -- - - - - — — — — OWNERSHIP AND USE OF DOCUMENTS I - -- - j © Copyright 2022 By Frank B. n,Jr.AIA and _1 ^^; II ILII wf l_11„ �'l l—„ i The Golden Mean Group,LLC - - —� R The drawings and all the ideas,arrangements,designs,and P I plans indicated thereon or represented thereby { I are owned and remain the property of r _ Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any I Y� u. person, firm,corporation,or entity for any 1 purpose whatsoever,except with the express I w E I written consent of �,�:.'� �•---�i — Frank B.Ryan,Jr.AIA I and _ I The Golden Mean Group,LLC. t I � COfJSULTANT: I — — _ - - - - . — — — — I CONSULTANT: K'r NOTES: Ii LL I I 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... i I � I-I TC The 3 r . GROUPLLC I I I I I I I j Architectural Desi Facility Consulting - I Strategic Planning I f ! j j I I! I I — r � #1 Mercia Lane 2nd Floor Greenwich, CT 06830 r (203) 410-5753 v oice i F1 61.618033988749894848204586834365638117720309... :1 i gmgDgolden-mean.cnm l ¢ `_ JOB NAME: Peconic Landing Hermitage 11 B--Unit#020 --- --- - 1500 Breaknock Road I Greenport, NY 11944 I DATE: 1/-lUU"I SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval. Building Permit: BID Docs; Construction Docs: As-Built: I I I I I I A A g C D E F ✓� H True North _ Sheet No`��:1P:0 2 Level 2 -- Proposed Framing DRAWING TITLE: SCALE: 1/4" = 1'-10” Project North Ceiling Framing Plan -- Proposed c') H o ermitage 11 Model B Unit #020 cD E - _ (D (D o 7 C 16" o.c. T =11 !I �]E ___f _ @ New 2x12 Roof Framing TIE it—1T ]EIWe Build Forever.... I I a r- - - -- --- ---- -- - -- --- --- --- -- ---- I- - - - - I- I I I �� -r - r ��- �-�--�� T=-`� �=�1 ��_ �-1 � �When We B Id,Let Us Think That A IFIF IF � __ � ��_ OWNERSHIP AND USE OF DOCUMENTS o_ T E=FT-111 T-- it Copyright 2022 By �__[CT1-__ _ 1I__- _ I _ ' IA__1L L __ Frank B.Ryan,Jr.AIA II= �____1� I�___ r 1= h L- 1 Cand The Golden Mean Group,LLC LJLL The drawings -_]�_ _l_--�11.�� --�� ET and all the ideas,arrangements,designs,and LT — I plans indicated thereon or represented thereby --� �; -, ----- =---L-- --- - - I I , are owned and remain the property of Frank B.Ryan,Jr.AlA Architect .................. and no part thereof shall be utilized by any ! I; person, firm,corporation,or entity for any Purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA F------Tl--== ------ and The Golden Mean Group,LLC. CONSULTANT: L, ,, L CONSULTANT: I I - I I �i I 1 - --- - - - - - -_- � I I i __ � — = -- NOTES: LL _—ILL 11 T rO, 1 1�2,3,5,8,13,21,34,55,89,144,233,377,610,987.. The I If 11 11 11 111 -==:I=TF— GROUPLLC GOLDEN MEAN Architecturaf Desig,7 Facility Consulting Strategic Planning I,TiE I_ I- t I F I I i Roof Framing #1 Mercia Lane, 2nd Floor 77-77- Existing Cottage Green CT 06830 Greenwich, n— (2103) 410-5783 v 1.618033988749894848204586834365638117720309... gmg@golden—merin.com JOB NAME: Peconic Landing Hermitage 11 B--Unit#020 1500 Breaknock Road ------------ GreenpoiI, NY 11944 ---------- DATE: 11-'i SCALE: As Noted DRAWN BY: FBR Project Number 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built. Roof Plan FramingR ERED SCALE: 1/4" V-10" K S. 0 True North Sheet No.: DATE: - SCALE: A AL W E DRAWNBY: 'Y roj ect Num be r Zoning Approval Building 'I 6n g P arm it BI D Docs C 't 4 n ru't'o,Docs As-Built. DRAWING TITLE: DRAWING Framing Plan Project North -- Proposed