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Home My WebLink About49445-Z Hermi age 0 e � _h ;, co IN I CIO E CD a ,' w ��' •' DOC -- Sheet List Unit A w.F,t t O) Sheet Number Sheet Name 0 A-001.00-A Title Sheet--Unit A CD A-001,02 Site Area Plan r" A-002.01 RESCHECK--Unit AB ~ Hermitage II B -- Unit #020 __ �' -�� : A-002.02 su I '3 £� t wr Pp Notes Unit AB mental No or�d�st i ! ' A-002.03 Supplemental Details-Unit AB CIN OS A-002.04 Supplemental Details-Unit AB When We Build,Let Us Think That We Build Forever... .~ '�V: I t g �'� t,4 A-002.05 Supplemental Details Unit AB u.,A.ew -__--.,r-'.. aa -•-a•' n �.1 I _ & t? .,'r' */�;a .+✓.•w•'• 'S FM `- x 'g - �. A-1 00.05-A Building Site Plan-Unit A $ 1„ p¢: . A 101 04 A = - - Foundation Plan--Unit A OWNERSHIP AND USE OF DOCUMENTS a. t A-1 02.04-A - �) First Floor- Unit A 0 Copyright 2022 if ,6 ,s�^^ �= g - «�>~• ; � Wt 1 t.unnnnnn ',�' A-103.01-A - BY „, Reflected Ceiling Plan Unit A ,.� ♦ t r' +t, ,.�°' .l° ° $k x, «•~ fi ,� y, t Frank B.Ryan,Jr.AIA `�,, - :(' - i, # ,g c. la • F A-1 04.04-A Roof Plan--Unit A and �'• , a • ,, '� ;� « *; £" ° „` A-202.01 BuildingElevation--Unit AB North The of A-202.02 _ Golden Mean Group,LLC Building Elevation Unit AB South '& ^•9 - ( R ° - B EastThe drawings Building Elevation Unit A A-202.03I the ideas,arra A-202.04 and al arrangements,designs,and ,f• fix„ , , `K.` ; Building Elevation-Unit AB West tans indicated thereon r g ., "` 6. :j •`'• �_ ? ,*•� g p o representedthereb - , 5• _ M11 Y ` y �' u t�*;, y�„• '';", , « A-301.01-A Building Sections--Unit A are owned and remain the roe of `r' ,"r♦ C'� n` _ 14.x: t o-x rL i.f` . .f1F,_.pi. M aeF 9 property dY i •099- '� ♦ ' - - , , - �. •+.t : f r F �. i Frank B.Ryan,Jr.AIA Architect . . .i•► � >a- . .�. r� b «` t � � + �, • � �`� ;�,� ,' . •�� :• �«�,, , A-501.01-A Detail Sections--Unit A Y t 1- a4 '' «x and no part thereof shall be utilized by any U2J! >/ 1 -g `�❑ 1 'ra'' t o ,,,,..w, `'" ,. a i .. Flooring Finish - i 're A-501.03 sh Plan -AB ' A, person, firm,corporation,or entity for any A-601.01-A Door Schedules&Details- Unit A purpose whatsoever,except with the express - - �� ;020 ♦� ,. 'a:.' � , h� ... � .�{.' �:``w:='` _ P A-602.01-A Window Schedules&Details--U written consent of ,' - - - ' - ' - ,' ' . '. � � _ ,,. •. r ; �, � s / , � `Ts'"` � . ,.,: '.a`'=�_�," i' 'i nit A in ,. wt :' are t / >a' �•: ..rz 1 ! FrankB . -,- p r. r / A-604.01-A Casework&Specialty Equipment B.Ryan,Jr.AIA % / " P tY q pment Unit A and �,�' ;'�� a'••1r .. �as R / i.. ti A-701.08 --. _ 0,3} ,... a !> - F^: z; p / ;� " , - ,,+ ,* •N LVL Details The Golden Mean Group,LLC. i .•'t / L ,��/. �, t,,_ .sx' / r ..r .,04 b / .1 _ .. r s" a-•. M 1a, 3 ,066 / w »�~" � ,� ° a� ,1 � '� A-801.01 1-HR Demising Partition -Unit AB • .. _, .- _ - - - ' 4 j � � I � e �' _ ;\ s� ;� '+ _ `� � � '� "�' '> �. r %�„ ','' A-801.02 1-HR Demisin Partition--Unit AB 9 CONSULTANT: R ,- r _ _, - . �» , 4 a ~ a 1 ' • " A-802,01 Demising - I< g Sections Unit AB C ,• c 8 1, •",, ,. '�l .'t . � 1 � / ,�. ,;'• . a.'� .t a . A-802.02 Demisin Sections--Unit AB . . •- - -. - '.004.`.,-`" - •,.,. � 1' �.! � / k � � �' '� "toe- °a� dv e *& - :r1 9 a» ��. E 102.01-A _ - - - _ t -., ' ,r � q ;; _'; . ;' ,.,• r MEP Electrical Layout- Unit A K L 6 �> r M 901.01 « 3D MEP Ductwork D ctwork- a AB c 8 M 1.02 r - . r 3 • - ., - - _ e I ti', 8 .`, +. a - , EP Sanitary -AB CONSULTANT: S 102.03 - First� r i st Floor Framing Plan r �« m Unit A a / . 9 - / z -+ t o � � , t1. #» � ,�•" S-102 04 A Column Locations U O �' , `.�` "` ,�"; ` ,•,�.�''` .'v,. ',_ �°� � �'"'.>, � ,.�. First Floor _ rx„ p� p_ A 'F« / �`,t.• "� ,;, Y. ° g ,, , 5-103.03-A Ceiling Framing Plan -Unit A • I5 f i �,.. !� P.a::, " " � / '�'v°`` 'i I '• „.`"a'r` ',n„ s� „� rE ;;u. k; 4 y� S-104.01 Roof Entry -- ❑ $ i t t ,r _ ;', <' <, �. ., Framing Plan Proposed q. a 1sx -s r.• . �v t.:�fr i`. 'f a`tar _ ,i.A• /° - - { ''�ar �` a,x+s _ ; emar`' ,'.>. ° `*a "� 34 NOTES: Unit A Y' _ s - •\ t t li • • a +p. t . .. #,.%' *i � e„ye+e, .. w - ,r•,p• �'. • Sj ..•: r f s -, - - -- ❑ - - -- •--- - `117 - >. .++•-{.,,4 .,,- a,., `Yv of- %-a' r ,e..: i +rt+.•`,' i max:.. ° "`t_ •1 y .'c. .t'•`i: 2• "' `-k f k s _ k s<_..,.«...... �"0� - _ • - - - . ,- '.'. n Site Plan Project Location f ' . ❑ 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.,. - - The - 0 0 GOLDEN MEAN GROUPLLC o i - Architectural Desig I Facility Consulting ❑ j Strategic Planning 77 i -7- 77 - - - - ❑ � _ #1 Mercia Lane, 2nd Floor I ,� 4 9 - _ - I Greenwich, CT 06830 - - 1= - ❑❑- - W -= ! T - -- I-- ❑ I (203) 410-5783 voice ❑❑❑ - _ 033988749894848204586834365638117720309.. Area Plan - - - - - .�}-- _ �s gmgOgolden-mean,com 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 BuildingCodes Greenport, NY 11944 Parcel ID: State of New York Building Codes. Use Group: Residential--R3 Soil Capacity: 3,000 p.s.f. Component Status Book/Pa e: Codes Current � 2020 Peconic Landing O ASHRAE80.1-2016 wlthamendmarl, DATE: 11-1001 Construction Type: Type III-B,Un-Protected Concrete Fc: 3,000/4,000 p.s.i. Exterior Walls Provided 1500 Breaknock Road MBLU: b 2020 Building Code of New York State SCALE: As Noted Greenport,NY 11944 IBC 2018 wnh amendments 20250 Property Maintenance Code of DRAProject Number. 178257 Occupant Load Single Family/Two/Two Famil Zone: h g Y Y Reinforcing Steel: A.S.T.M. Grade 60 Fire Walls/Party Walls Provided IPMC 2018 with amendments 2020 Resident,ai Code of New York Zoning Approval: State Building Permit: Framing Lumber: Douglas Fir; Fb- 1,250 p.s.i.;E= 1.7m p.s. . Fire Enclosure of Exits Provided Planning and Zoning Information IRC 2078 with amendments Accessible and Usable Buildings and Facilities 2009 of New York State BID Docs: A777.1,2009 without amendments Construction Docs: Building Code Limitations Shafts Provided 2020 Existing Building Code of NYS Construction IEBC 2018 with amendments Built Limit Complies Standard for the Installation of Sprinkler Mixed Use Separations Provided i Systems 2016 of New York State Status Lot Area(Min.) YES 2020 Fire Code of NYS NFPA 13,2016 wIthout amendments IFC 2018 with amentlments Interior Load Bearing Partitions Provided R p Lot Frontage (Min.) YES National Electrical Code 2017 of New G H 1 T Stories Above Grade Complies 2020 Plumbing Code of NYS York State Area Per Floor Structural Members Supporting Walls Provided NFPA 70,2017 without amendments IPC 2018 with amendments Complies Front Yard(Min.) YES Floor Construction Provided 2020 Mechanical Code of NYS Nationai fire Alarm and Signaling Code 2016 of New York State Water Closet Complies Side Yards (Min.) YES IMC2018 wlthamendments Roof Construction Provided NFPA 72,2016 without amendments R O Lavatory Complies Ground Snow Load: 30 p.s.f. Wind Speed: 130 m.p.h. Rear Yard(Min.) YES 2020 Fuel Gas Code of NYS 11� ti Safety Code for Elevators and i IFGC 2078 with amendments Escalators 2016 of New York State True North 0� Tub/Shower Complies Exposure Factor: 0.7 Exposure Factor: B Lot Shape(Min.) YES ASMEA17.1,2016 without amendments 20250 Energy Conservation Code of Sheet No.. P O A Kitchen Sink/Washer Hook-Up Complies Importance Factor: 1.0 Importance Factor: 1.08 Building Height(Max.) YES Building Code Requirements for IECC 2018 with amendments Structural Concrete of New York State Parking Complies Seismic Coefficient A-Al Aa-.15 BuildingCategory: I Building FAR(Max.) C13182014 withamendments DRAWING TITLE: g rY g (M ) YES Part t&3ofthe NYStretchEnergy Code Project North Title Sheet -- Unit A 2020 IECC 2078 withamendments ■ � a -73 Hermitage 1 - Model B -- Unit #0200 1, � y,. Generated by REScheck-Web Softwares 8 Corn liace Ceificae Area = 721 s.f. w Z5 -a 73 Project Peconic Landing Unit #020 A and B Energy Code: 2018 IECC � Location: Greenport, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 0 deg. from North When We Build,Let Us Think That We Build Forever... Rentable Area Legend Climate Zone: 4 (5572 HDD) Permit Date: - - _ OWNERSHIP AND USE OF DOCUMENTS Permit Number: "'�"-" "-" 11111 11 Mill In I (( s` j 1!J © Copyright 2022 Construction Site: r _ I t • , iy Net Area Owner/Agent: Designer/Contractor: 1'I I t { I ' �, t I i e 1500 Breaknock Road Allison Latham Frank Ryan i "� i Y l ; i._ ., Frank B.Ryan,Jr.AIA - Unit A Greenport, NY 11944 Peconic Landing The Golden Mean Group, LLC and The Golden Mean Group,1500 Breaknock Road 1 Mercia Lane,2nd Floor _ p,LLC Greenport, NY 11944 Greenwich,Cr 06830 ttt ! Net Area - _ F -,, drawings t... .: , The draw and all the ideas,arrangements,designs,and •• I Y 9 t 1 } 4 R _ tans' i — and Gated thereon— ereo n or represented esente r Un B - d the eb Y Unit = , • w are ow •1 „ ' ned and remain tt,epropertyof - - ; Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any _ . -- person, firm,corporation,or entity for any E as t R es C h e c k purpose what-soever,except with the express SCALE: 1/8" = 1'-0.. written consent of • .. .. • . � - . . - � _ - ' •- - - ' -. - Frank B.Ryan, `. Jr.AIA and The Golden Mean Group,LLC. Area = 957 s.f. CONSULTANT: — - --- • — - - —_ - - _ CONSULTANT: - - - — ----N@t rea �nit RESCHECK t NOTES • • . . . . . ' .. . : '• . . ---- �� -- ----__ - . • . . C -- Lighting in Fixtures . 9 g Family and Type Wattage it Ceiling Light Flat Round: 60W 277V 1680 W r s - Ceiling Light - Flat Round: 60W - 277V: 28 1680 W - ?) ----- -- ---- -- ---- - - ___ _ __ , ' Pendant Light - Hemisphere: 150W - 120V i �i 7-- ow 1; - - — Pendant Light - Hemisphere: 150W - 120V: 600 W 55,8s,14a,23 3,377,610,987... I g p 0,1,1,2,3,5,$13,21,34, + I 1 4 it The GOLDEN MEAN �' I Ar�'a �!al r'11f' �' �j�l;il 11 � ' - RESCHECK -- Window... GROUPLLc I i� � , l I.: •+ �! Jill' ' - Daylight • it !IIII I li !'i I!iI1*;J�J is('i,i i I '! ! iIIIIi I I i I ° = North ResCheck 11 II I' ! :III i; ( __ /8„ _ 1, 0„ — Level Area 2SCALE: 1 - - If -- - _ = — - - Level 1 201 SF • I- Architectural Desig 1 - — - , Facility Consulting - = - — - - — - - , � 201 SF — - - ra annr tegic PI 'ng -i- - - . .. --- - . • , • A — 1015 f I - -- Exterior... RESCHECK -``✓/'' " •- _ #1 Mercia Lane, 2nd Floor Level Door Area Greenwich - - � , T 06830 Level 1 40 SF Level 1 -- Rescheck .I 5SCALE: 1/8" = 1'-0" Level 1: 2 40 SF .; __; _•_.._ (203) 4�0-5783 volae RESCHECK -- Wall Types Schedule 1.618033988749894848204586834365638117720309... Project Summary Assembly — I— 1—III— I I —I I `I'=1 ' — 1—I 1-11 1 I I— I —_ _ 9M9 0c,Location and Weather _ ! Family and Type Code Project Peconic Landing Address 1500 Breaknock Road Greenport, NY 11944 JOB NAME: Calculation Time Thursday, March 19, 2020 12:16 PM Basic Wall: Exterior - Siding on 3 1/2" Wood Stud B2010100 Report Type Standard Peconic Landing Latitude 41.12° Hermitage II B--Unit#020 Longitude -72.36° Basic Wall: Exterior - Siding on 5 1/2" Cedar Shake 62010100 Summer Dry Bulb 90°F 1500 Breaknock Road Summer Wet Bulb 77°F Basic Wall: Exterior - Siding on 5 1/2" Wood Stud 82010100 south -- ResCheck Greenport, NY 11944 Winter Dry Bulb 10°F 3SCALE: 1/8" = 1'-0" Mean Daily Range 14°F Basic Wall: Foundation - 10" Concrete A1010200 Area — 782 s■f■ DATE: 17-1001 Building Summary Basic Wall: Generic - 5" B2010 SCALE: s Noted DRAWN BY: FBR Project Number. 17-257 - _Inputs � Basic Wall: Generic - 6" 62010 Zoning Approval: _ "- --_ '- Building Permit: Building Type Single Family BID Docs: Construction Docs: Area (SF) 2,543 Basic Wall: Generic - 12" Masonry Ashlar 62010 _ As-Built: Volume (CF) 20,340.28 Calculated_Results Peak Cooling Total Load (Btu/h) u,6s7.5 Basic Wall: Interior - 4 1/2" Partition C1010145 x,41` G ' Peak Cooling Month and Hour July 8:00 AM -.;.',., d. till _ C Pea cooling Sensible Load (Btu/ 16,914.0 Basic Wall: Interior- 4" Marriage Partition C1010145 = - -- r-. -- — =-•-- . Peak Cooling Latent Load (Btu/h) 4,773.5 Cool Ca pa Btu h x �4 Maximum g p y( / ) 21,687.5 i r y4. Peak CoolingAirflow CFM I 3 a� (CFM) s23 Basic Wall: Interior - 5 1/2" Partition (1-hr) C1010145 a _ r { f N Peak Heating Load (Btu/h) 40,790.5 Peak Heating Airflow(CFM) 982 Checksums Basic Wall: Interior- 5 1/2 Wood Stud _ 62010100 � _ _ ji_ i ' d� - - _ _ Cooling Load Density(Btu/(h-ft')) 8.53 —_ ---- tl � .��-., uTa x - _. � _ a �.,, —III I ^I — — I —I I 1 � i6a Mr. Sheet No.: A ■�J� 1 Cooling Flow Density(CFM/SF) 0.21 Basic Wall: Interior- Soffit 4 Partition C1010145 _ Cooling Flow/ Load (CFM/ton) 289.20 — Cooling Area / Load (SF/ton) 1,406.82 I— I ;III—III—I I— _ DRAWINGTITLE: Heating Load Density(Btu/(h-ft')) 16,04 Basic Wall: Interior Shaft - 4 Partition C1010145 West -i' RESCHECK -- Unit AB Heating Flow Density(CFM/SF) 0.39 SCALE: 1/8`--1L0-11-111111 — — — — — U Hermitage 11 - Model B -- Unit #020 �= - .c GENERAL NOTES CONCRETE NOTES WOOD NOTES ADHESIVE ANCHOR NOTESCz _ U 8 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 1N ADHESIVE ANCHOR ASSEMBLIES SHALL CONSIST OF THE FOLLOWING UNLESS Cll w y WHOLLY OR PARTLY OF WOOD OR OTHER COMBUSTIBLE MATERIAL. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:ACI 318-14&THE NEW YORK STATE BUILDING EQUIVALENT STRENGTH MATERIAL,IN ACCORDANCE WITH THE CURRENT NDS LUMBER SPECIFICATIONS; NOTED OTHERWISE: 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 TIE MEMBER GRADE STAMP; 177.MOISTURE CONTENT MAX.; UNLESS OTHERWISE NOTED. BASE MATERIAL EPDXY TYPE (D � 2. CONCRETE SHALL CONSIST OF THE FOLLOWING: CONCRETE HILT]HIT HY 200 'a 3. BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING STRUCTURAL DESIGN LOADS: 2. ALL PRESSURE TF'EATED LUMBER PLACED IN CONTACT WITH SOIL SHALL BE 0.60 ACQ.ALL OTHER PRESSURE GROUTED CMU HILTI HIT HY 70 - READY MIX CONCRETE (ASTM C94) TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T.LUMBER TO BE 19%MAX. UNGROUTED CMU HILTI HIT HY 70 (D GROUND SNOW LOAD: 40.0 PSF (MESH SLEEVE REQUIRED) CD 28.0 PSF (SLOPE ROOF LOAD) 28 DAY COMPRESSIVE STRENGTH-ASTM C 39/C 39M(UNLESS NOTED) 3. ALL LAMINATED VENEER LUMBER (LVL)SHALL BE LOUISIANA PACIFIC(2950 Fb-2.OE SOUTHERN PINE) OR AN STONE/BRICK HILTI HIT HY 70 C_ 41.5 PSF (DRIFT SNOW LOAD) FOOTING 3,500 PSI APPROVED EQUAL. (MESH SLEEVE REQUIRED) L - 43.7 PSF (UNBALANCED LOAD) WALL/PIER 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 INTERIOR SLAB 3,000 PSI 0.0%AIR CONTENT 4. ALL DIMENSIONAL LUMBER SHALL BE KILN DRIED TO MAX.MOISTURE CONTENT OF 177.. 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 MEMBERS TO BE REJECTED FOR EXCESSIVE AND/OR STRUCTURALLY UNSOUND KNOTS, OR OTHER ADHESIVE ANCHORAGE,REBAR SHALL CONFORM TO ASTM A615. - MAX AGGREGATE CONTENTSIZE OF 314 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 5"+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 CARPENTRYWORK 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 15Q 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, © Copyright 2022 - AIR CONTENT TO BE 67.+/- 1.5%(INTERIOR SLABS TO HAVE 0%AIR) 7. PROVIDE DOUBIE JOISTS 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 JOIST'S 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 B: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"Z MAX"OR EQUAL. 7. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY BY QUALIFIED, TRAINED CONTRACTORS IN person, firm,corporation,or entity for any INTERNATIONAL RESIDENTIAL BUILDING CODE. ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. purpose whatsoever,except with the express 6. DETAIL ACCORDING TO ACI STANDARD 315, MANUAL OF STANDARD PRACTICE FOR DETAILING 11. NAILS,SPIKES AND STAPLES, 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 ASTM A-153,SPIRAL SHANK:SIZE AND TYPE TO SUIT APPLICATION AND MEET ASTM F 1667 8. ADHESIVE ANCHORS SHALL NOT BE USED IN OVERHEAD / VERTICALLY INCLINED APPLICATIONS OR Frank B.Ryan,Jr.AIA PARTS,WITH NO PROVISIONS MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE IT IS SPECIFICATIONS-MAZE NAILS OR EQUAL. UNDER SUSTAINED TENSION LOADING WITHOUT SPECIAL PERMISSION FROM THE ENGINEER. and THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. 7. CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL SATISFACTORY CONCRETE STRENGTH HAS BEEN The Golden Mean Group,LLC. OBTAINED. 12. ALL LAG BOLTS TO BE HOT 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 B 18.2.1-1981 SPECIFICATIONS. THOROUGHLY CLEANED (BLOW-BRUSH-BLOW METHODOLOGY) IN ACCORDANCE WITH THE CONSULTANT: 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 13. ALL THROUGH EOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS PROTECTED AFTER CLEANING TO PREVENT CONTAMINATION PRIOR TO INJECTION AND RE-CLEANED IF CONSTRUCTION NOTES 9. COLD WEATHER REQUIREMENT SHALL BE USED DURING FREEZING OR NEAR FREEZING WEATHER-ACI OTHERWISE SPECIFIED AND TO MEET ASTM A307 SPECIFICATIONS. NECESSARY. 306.1-90.COLD WEATHER 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. III HOLE DIAMETER SHALL BE 40%-707o OF LAG BOLT DIAMETER.LEAD HOLE LENGTH SHALL TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND WITHDRAWN CONCRETE IS DIMENSIONED TO FACE OF CONCRETE UNLESS NOTED. BE NO LESS THA14 THE LENGTH OF THE THREADED PORTION OF THE LAG BOLT. AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATION OF THE ANCHOR ROD TO THE CONSULTANT: 2. PLUS OR MINUS(±) NOTATIONS ARE USED IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEENSPECIFIED DEPTH. 15. ALL THROUGH BOLT HOLES TO BE DRILLED 1/l b"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 ANY DISCREPANCIES OR NECESSARY MODIFICATIONS BEFORE PROCEEDING WITH CONCRETE SLAB NOTES 16. ALL HEADERS AND BEAMS TO BE SUPPORTED BY DOUBLE JACK STUDS, (2) 2x6, UNLESS NOTED. INSTALLATION. ANCHORS SHALL BE SECURELY FRED IN PLACE TO PREVENT DISPLACEMENT WHILE THE CONSTRUCTION. ADHESIVE CURES. 3. ALL MATERIALS,SUPPLIES AND EQUIPMENTSHALL 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 ATTHE 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 9517. CONTRACTOR SHALL MAKE THE ARCHITECT AWARE OF ANY DISCREPANCIES OR PROBLEMS THAT CONFLICT WITH OPTIMUM MODIFIED PROCTOR DRY DENSITY. THICKNESS SHALL CORRESPOND TO THAT INDICATED ON PLANS+/- 1". 18. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD PRODUCT THE INTENT OF THESE DRAWINGS AND/OR SPECIFICATIONS. FINISH GRADE SHALL BE SMOOTH WITH NO PROTRUSION OR TIRE MARKS. ASSOCIATION STANDARDS. ALL EXTERIOR SHEATHING SHALL MEET APA EXPOSURE 1 CLASSIFICATIONS. 1. ALL STRUCTURAL STEEL TO BE DETAILED,FABRICATED,AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3. ALL INTERIOR SLABS SHALL HAVE A VAPOR BARRIER PLACED BELOW CONSISTING OF 8 MIL POLYETHYLENE WITH 2'-p" 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\PRESCRIPTIVE NYS BUILDING CODE REQUIREMENT, OVERLAP,UNLESS NOTED. CH.23-WOOD,PART 2304.9-GENERAL CONSTRUCTION REQUIREMENTS FOR CONNECTIONS AND 2. ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM STANDARDS&MATERIAL PROPERTIES: 6. THE CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS FOR FIELD WORK. FASTENERS,TABLE 2304.91. 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) 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 VERIFYMASONRY 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 ORDINANCES,THE BUILDING CODE AND THE ENERGY CONSERVATION CONSTRUCTION CODES OF NEW YORK FOR MASONRY SRUCTURES(ACI 530/ASCE 5/TMS 402)-LATEST EDITION. STATE,THE AMERICANS V�'ITH DISABILITIES ACT,ANSI, OSHA AND THE NEW YORK STATE LABOR DEPARTMENT, 6. SLABS SHALL BE CURED USING PRE-APPROVED WET CURE METHOD FOR A MINIMUM OF 7 DAYS. OR, IF COMPATIBLE GOLDEN MEAN WHETHER A NOT ANS INFORMATION DIN AND!OR WORK IS 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 ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ASTM-C90, GRAD:N,TYPE I,NORMAL WEIGHT,WITH A NET AREA MINIMUM COMPRESSIVE STRENGTH OF 1,900 AFTER ERECTION w/SAME PRIMER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO PSI(AVERAGE OFTHREE UNITS) AND 1,700 PSI (INDIVIDUAL UNIT). GROUP LLC 7. CONSTRUCTION JOINTS SHALL BE SAWN WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. JOINTS SHALL BE 6. CONTRACTOR/FABRICATOR SHALL NOT DRILL HOLES,CUT NOTCHES, COPE FLANGES,OR OTHERWISE THE OWNER FOR PROVIDNG A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. INSTALLED WITH THE USE OF CIRCULAR WET SAW AND BE PLACED IN ACCORDANCE WITH THE PATTERN INDICATED 3. ALL SOLID LOAD FEARING CMU SHALL BE IN ACCORDANCE WITH ASTMC-145, GRADE N,TYPE 1,NORMAL MODIFY STEEL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWING SET OR APPROVED BY THE 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN WORK SITE AT ALL TIMES. THIS INCLUDES ON THE DRAWINGS,TO A MINIMUM DEPTH OF 1/3 SLAB THICKNESS. WEIGHT,WITH A CROSS AREA MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI(AVERAGE OF THREE UNITS). ENGINEER. THE REMOVAL OF ALL TRASH AND CONSTRUCTION DEBRIS. 4. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM-C270 TYPE"S", OR OTHERWISE NOTES,PROPORTION 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND PREPARATIONS REQUIRED FOR 8. SEALER SHALL BE APPLIED TO SLAB IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS WHEN NOTED ON SPECIFICATION. 11. ALL WORKSHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN DRAWINGS. INSTALLATION. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL CURRENT OSHA STANDARDS. S. GROUT SHALL BE Iv ACCORDANCE WITH ASTM-C476 FINE OR COARSE,AS NOTED. ArchitecturalDeti THEIR RESPECTIVE TRADES. g 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 117. FLOOR 8. ALL CONNECTION COMPONENTS(FASTENERS,PLATE STOCK,WASHERS,ETC.) USED IN GALVANIZED FRAMING FLATNESS F-NUMBER AND LEVELNESS F-NUMBER SHALL BE 25 AND 20RESPECTIVELY,UNLESS NOTED6. NO ADMIXTURES SHALL BE ADDED TO GROUT OR MORTAR WITHOUT PRIOR PERMISSION FOR THE ENGINEER/ CONNECTIONS TO BE HOT DIP GALVANIZED. ALL CONNECTION COMPONENTS USED IN STAINLESS STEEL Facility Consulting , . 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING HIS OWN WORKMANSHIP TO THE EXTENT THAT ARCHITECT. CALCIUM CHLORIDE IS STRICTLY PROHIBITED. FRAMING CONNECTIONS TO BE STAINLESS STEEL. Strategic Planning SATISFIES THE OWNER. 10. SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS SHALL 7. HORIZONTAL WIRE REINFORCING SHALL BE TRUSS DESIGN DUR-O-WAL OR EQUAL,AND IN ACCORDANCE 13. BRACE BUILDING DURING CONSTRUCTION AND UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT. WITH GAGE AND SIZE SPECIFIED ON DRAWINGS. 9. ALL BOLT HOLES TO BE DRILLED 1/16"LARGER THAN THE BOLT DIAMETER. INSTALLED. 8. REINFORCING BAP, (RE-BAR)SHALL BE IN ACCORDANCE WITH ASTM-A615,GRADE 6Q WITH MINIMUM YIELD 10. ALL BOLTS TO BE HIGH STRENGTH BOLTS A325X-3/4"DIAMETER w/WASHERS,UNLESS NOTED OTHERWISE. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP CONSTRUCTION DUST FROM PENETRATING INTO THE WOOD SHEATHING & SUB FLOOR NOTES STRENGTH OF 60 11. ALL EXTERIOR BOLTS SHALL BE HOT DIP GALVANIZED, UNLESS NOTED OTHERWISE. REMAINDER OF THE EXISTIAG RESIDENCE.THE INTERIOR AND EXTERIOR(If REQUIRED) OF THE SITE SHALL BE SWEPT 9. ALL MORTAR JOINTS SHALL BE CONCAVE FOR EXPOSED SURFACES, UNLESS OTHERWISE NOTED. CLEAN AT THE END OF EACH WORKING DAY.THERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD. 1. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD 10. ALL LOAD BEARING WALLS SHALL HAVE FULL BEDDING MORTAR UNLESS OTHERWISE NOTED. 12. ALL WELDS SHALL CONSIST OF 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 EXPOSURE I CLASSIFICATIONS. 11. MORTAR SHALL NOT BE USED IN PLACE OF GROUT WITHOUT PRIOR PERMISSION BY THE ENGINEER. 13. ALL WELDING SHALL CONFORM TO CURRENT AWS STANDARDS AND BE PERFORMED BY AN AWS CERTIFIED #1 Mercia Lane, 2nd Floor 15. THE AREA OF WORK SHALL BE SECURELY ENCLOSED AND LOCKED BY THE LAST CONTRACTOR TO LEAVE THE ALL WELDER. Greenwich, CT 06830 JOBSITE AT THE END OF EACH WORKDAY. 2. AROOF SHEATHING SHALL CONSIST OF THE FOLLOWING,UNLESS NOTED: 12. ALL BLOCKS SHAL_BE PLACED IN RUNNING BOND PATTERN UNLESS OTHERWISE SPECIFIED. • 5/8"CDX PLYWOOD 13. GROUTSHALL BE PLACED WITH A MAXIMUM POUR HEIGHT OF 8'-0"IF LOOKOUTS ARE PRESENT OR A 14. WHERE FILLET WELD SIZES ARE NOTED AS"AISC MIN"ON DRAWINGS, FABRICATOR TO PROVIDE MINIMUMSIZE • ATTACHED wl IOd RING SHANK NAILS 6"O.C.EDGE, 12"O.C.FIELD,TYP. MAXIMUM OF 5'-O'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 • 3/4"BC PLYWOOD AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THE • TONGUE&GROOVE PRE-ENGINEERED WOOD TRUSS NOTES CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT • ATTACHED w! IOd RING SHANK NAILS, 6"O.C.EDGE, 12'O.C.FIELD,TYP. MATERIAL THICKNESS OF MINIMUM SIZE OF MAXIMUM SIZE OF 1.6180339887498948482045868343656381f7720309... INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS. • GLUED CONTINUOUSLY w/DAP BEAT THE NAILS OR EQUAL 1. ALL WOOD ROOF TRUSSES SHALL 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 TO 1/4 INCLUSIVE 1/8 1/4 4. ALL WALL SHEATHING SHALL CONSIST OF THE FOLLOWING, UNLESS NOTED: STANDARDS (A.I.T.C.) AND THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. PLUMBING NOTES • 1/2" OVER 1/4 TO 1/2 3/16 CDX PLYWOOD THICKNESS OF gmg7en-mean.corn • ATTACHED w/ 10d RING SHANK NAILS, 6"O.C.EDGE, 12'O.C.FIELD,TYP. 2. ALL TRUSS DESIGNSSHALL BEAR THE NAME AND SEAL OF A LICENSED PROFESSIONAL ENGINEER REGISTERED OVER 1/2 TO 3/4 1/4 1. ALL PLUMBING WORK, EGUIPMENT,ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • NAILING PATTERNS TYP., UNLESS NOTED AT SHEARWALL IN THE STATE OF THE PROJECT. TRUSSES TO BE UNIVERSAL FOREST PRODUCTS OR EQUAL. OVER 3/4 5/16 MATERIAL- 1/16" 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 SUPPLIERSHALL 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 ENGNEER FOR DESIGN COMPLIANCE. REQUIRED DURING CONSTRUCTION AND APPROVED AT THE END OF THE PROJECT BY THE TOWN PLUMBING • FLOOR SUB FLOORING:718"ADVANTECH OSB TONGUE&GROOVE FLOORING Peconic Landing INSPECTOR. • WALL SHEATHING: 1/2"ADVANTECH OSB OR ZIP SYSTEM WALL SHEATHING 4. ALL LUMBER SHALLCONFORM TO THE SPECIES AND RECOGNIZED NOMINAL SIZES SHOWN ON THE TRUSS ELECTRICAL NOTES 6. HANDLING AND STORAGE IN ACCORDANCE wl APA-THE ENGINEERED WOOD ASSOCIATION ENGINEERING DRA'NINGS. LIST OF ABBREVIATIONS Hermitage 11 B--Unit#0201500 Brecknock Road 5. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A466-72 GRADE A GALVANIZED COL -COLUMN MIN -MINIMUM STEEL OF NO LESS T-IAN 20 GAGE THICKNESS WITH A MINIMUM YIELD OF 33,000 PSI AND AN ULTIMATE TENSILE Greenport, NY 11944 1. ALL ELECTRICAL WORK,EDUIPMENT, ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES, STRENGTH OF 45,000 PSI. CONN -CONNECTION OC -ON CENTER REGULATION AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THECONT -CONTINUOUS OCEW -ON CENTER EACH WAY CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT FOUNDATION NOTES CL - CL PT -PRESSURE TREATED 6. TRUSSES ARE TO BE STORED OFF THE GROUND IN A MANNER WHICH WILL NOT DAMAGE OR WARP THE INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED BY TRUSSES PRIOR TO ERECTION. DET -DETAIL PROP -PROPOSED AN AGENCY APPROVED BY THE TOWN.THE CONTRACTOR SHALL FURNISH THE OWNER THE APPROVED 1. 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 DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. ELEV -ELEVATION RC -ROUGH CUT DATE: 17-1001 INSTALLING BACKFILL AND/OR FOUNDATION SLAB STRUCTURE. ENG -ENGINEER REINF -REINFORCEMENT SCALE: As Noted 2. AT LEAST ONE SINGLE-STATION CARBON MONOXIDE DETECTING ALARM DEVICE,INSTALLED IN CONFORMITY WITH 8. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST UPLIFT FORCES.STRAPS ARE TO BE EX -EXISTING RFT -RAFTER DRAWN BY: FBR 2. FOOTINGS HAVE BEEN DESIGNED TO REST ON IN-SITU SOIL,WITH AN ALLOWABLE BEARING CAPACITY OF THE NEW YORK STATE BUILDING CODE RULES AND REGULATIONS,SHALL BE PROVIDED ADJACENT TO SLEEPING 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 ATTACHED IN ACCORDANCE WITH SUPPLIER SPECIFICATIONS. FF -FINISH FLOOR TBD -TO BE DETERMINED Project Number. ENGINEER IMMEDIATELY,PRIOR TO PROCEEDING WITH WORK. FLR -FLOOR Tor -TOP OF FOOTING Zoning Approval: 9. TRUSS SUPPLIER IS TO SUPPLY PLAN TO CONTRACTOR SHOWING LOCATION AND REQUIREMENTS FOR ANY 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: ASTM-D1557,WITH A MOISTURE CONTENT OF±2%OF OPTIMUM. 10. CONTRACTOR TO NSTALL WOOD TRUSS NOTIFICATION SIGNAGE/PLACARD AT ALL ENTRANCES TO Construction Docs: SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL.SMOKE ALARMS TO BE HOT WIRED AND JST -JOIST TOW -TOP OF WALL CONTAIN BATTERY BACKUP. 4. ALL ORGANIC MATERIAL TO BE REMOVED PRIOR TO PLACEMENT OF SUB-BASE!FOUNDATION. COMMERCIAL BUILDING PER BUILDING CODE REQUIREMENTS OF NYS. LVL -LAMINATED VENEER TYP -TYPICAL As-Built: LUMBER UN -UNLESS NOTED 5. ALL SUB GRADE MATERIAL TO BE PROOF ROLLED PRIOR TO PLACEMENT OF FOOTINGS,ANY AREA MAX -MAXIMUM VIF -VERIFY IN FIELD I JOIST NOTES OBSERVED TO HAVE SPONGY MATERIAL TO BE INSPECTED BY THE ENGINEER PRIOR TO PROCEEDING. 6. ALL EXCAVATIONS SHALL BE CONDUCTED AND BRACED IN ACCORDANCE WITH THE PROVISION OF THE 1. ENGINEERED WOOD I-JOISTTO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER OCCUPANCY SAFETY AND HEALTH ADMINISTRATION"STANDARDS FOR THE CONSTRUCTION INDUSTRY,29 RECOMMENDATIONS. PRCN ITFCr CFR PART 1926-SUB PART P-EXCAVATIONS". SIA,JR, 2. WEB STIFFENERS OF SQUASH BLOCKS TO BE INSTALLED AT ALL JOIST BEARING CONNECTIONS. � Q� J�. 7. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY UNSUITABLE MATERIAL IS UNCOVERED DURING (V� AO 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 i.. REPLACED WITH CONTROLLED FILL CONSISTING OF NYSDOT ITEM#304.11 OR EQUAL. SUBGRADE SHALL BE TO BELOW TOP PLATE;LOAD SHALL NOT BE TRANSFERRED THROUGH WEB OF JOISTS. O COMPACTED IN 10" LIFTS TO 9517o OF OPTIMUM MODIFIED PROCTOR DRY DENSITY. ALL LIFTS SHALL BE >_TESTED AT A RATIO OF I PER 500 SF OR ATTHE DISCRETION OF THE ENGINEER. 4. ALL MECHANICAL PENETRATION SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS A RECOMMENDATIONS. 8. AS PER NYS CODE RULE 753,THE CONTRACTOR SHALL PROVIDE DUE AND TIMELY NOTICE TO"DIG SAFELY 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 PREVENT TWIST OR BUCKING, Sheet No.. EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NYS CODE RULE 753. UPON DISCOVERY OF UNKNOWN UNDERGROUND FACILITIES, CABLING,ETC.WORK IN THAT AREA SHALL 6. [-JOISTS ARE NOT MEANT FOR EXTERIOR USE. JOISTS SHALL BE PROTECTED FROM THE WEATHER AT ALL am 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. pplmental Notes -- Unit 7. LATERAL RESTRAINT FOR THE BOTTOM FLANGE IN THE FORM OF BRIDGING,BRACING,BLOCKING, OR SuSu CEILING MATERIALSHOULD BE PROVIDED AT 8'-0"OR LESS ON CENTER. AB Paper Faced U Batt Insulation 3/4"Sheathing w/Tyvek or Similar. ■1/2"GB Finish- Finish Wood Clapboard Siding JT," erm � e ® Unit =3 �aVo' c4i 5/8"@ 1 Hour Walls. I.1 O € Metal Flashing at Sill. ` o E SLAB HAUNCH, 12"x10" a 0 e w / (2) #4 BARS 3/4"Finish Floor -� r al t 314"Sub Floor Wood Ledger w/1/2"Diam. CONCRETE SLAB, 5"THICK w/ 3 0 Floor Joist Bolted Connection @ 4'-0"o.c. WWF6x6 W2.9x2.9,STEEL Framing w/ " SLAB CONSTRUCTION, o Paper Faced 2x4 Decking w/1/2 Spacing- DECK CONSTR. TOW _ TROWEL FINISH O LL ock g f SEE DETAIL A/Sl.1 SEE DETAIL A/S-3.0 Batt Insulation. , v 0'-6" o 1 N Co nec on. TOS _ • _ _ _ N �,- — 2x10 Deck Framing w/Joist Hangers. _ -. TOP OF DECK 0'-0" HIGHFes-- 2x6 PT Sill Plate -0'-2' LOW w/1/2"Diam.Anchor 4 DECK JST 2x8 PT Bolts @ 4'-0"o.c. •1� Slope Grade 1 WALL REINF., 1 (- Awa from Foundation. s 16 O.C. • SEE DTL A/S-1.1 Concrete Foundation �. y When We Buitd,Let Us Think That We Build Forever... Wall as Per 2 5£� t. _'z. Rebar @ Top Code. a 18"o.c. OWNERSHIP AND USE OF DOCUMENTS CRAWL SPACE " •��- .01. I—� ��— VAPOR BARRIER, 10 MIL., © Copyright 2022 _g 2'-0' OVERLAP AT SEAMS 8"WALL By 1 2 1 "R nsulation. 8"WALL Frank B.Ryan,Jr.AIA " �raneorSimilar FDN WALL CONSTRUCTION, and 4 Concrete Slab ,°1 -. I = � 4o Footing. _ SEE DETAIL AISI.I COMPACTED SUB-BASE-6" on Plastic Membrane 1 -_ g- � The Golden Mean Group,LLC GRAVEL -TYPE #1 (NYSDOT The drawings ITEM#304.11) COMPACTED and all the ideas,arrangements,designs,and TO 95%OF OPTIMUM MODIFIED n plans indicated thereon or represented thereby 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 DDV/ person, firm,corporation,or entity for any V T i ca I Const-ruction Detail WALL TO BE INSULATED SIM.TO DETAIL `� purpose whatsoever,except with the express SCALE: 3/4" A/S1.1 C HEATED LAUNDRY ROOM a0 written consent of FOOTING CONSTRUCTION, Frank B.Ryan,Jr.AIA SEE DETAIL A/Sl.I and TO F The Golden Mean Group,LLC. 4'-3" CONSULTANT: WAIL CONSTR.SEE FI OOR PER OWNER STRUCTURAL DETAILS FLOOR SHEATHING,3/4"BC, ///�� ANCHOR BOLT, 1/2"H-Y-HEAD,A307 T&G ATTACHED w/10d NAILS � � STEEL GALV.10"EMBED.,SPACED C- O 6"O.C.EDGE, 12"O.C.FIELD • • • 48"OC, 12"MN @,CORNERS 2x PT SLEEPERS \ SILL PLATE,2x6 PT,w/ CONCRETE SLAB,4"THICK CONSULTANT: SILL SEALER OWENS w/WWF4x4 Wl.4xl.4, CORNING ILLSEA OR EQUAL STEEL TROWEL FINISH FOOTING CONSTRUCTION, VAPOR BARRIER,10 MLI., SEE DETAIL A/S-1.1 2-a, 1STFLRFF Foundation Deck 2'0'OVERLAP AT SEAMS TOS/TOW _ - _ - SCALE: 12" = 1'-0" _ 6 F o u n d at i o n G_a rad e NOTES: - • SLAB DOWEL TO EXTEND VER(.WALL REINF., INTO SLAB 24"#4 BARS #4 BARS AT 24"O.C. C 12" O C,20"SPLICE 8"WALL COMPACTED SUBBASE,6"GRAVEL, INTO WALL TYPE#1 NYSDOT ITEM#304.11, COMPACTED TO 95%OPTIMUM MODIFIED PROCTOR DRYDENSITY SLAB CONSTR RIGID INSULATION, PIER REINFORCING SEE DTL, E/S-1.1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 2"THICK r (4) #5 BARS 8" HORIZ.WALL I A T CHAMFER EDGE �j 24"O.C.CONT.,20"SPLICE The LENGTH,w/(2)#4 BARS Cg TOP PIER TIES #3 BARS SLOPE 2" OF SLAB " DROP GOLDEN DEAN KEYWAY,2x4 @ 10"O.G. —� t( FOOTING DOWEL,#4 BARS W/ DOUBLE TIE AT TOP GROUP LLC TO C 24"O.C.,6*HOOK MIN. 1,-O„ 4 FTG REINF.,(3)#4 BARS 2" COVER 1 5 EQ.SPACED w/3"BOTTOM COVER, SCREENED GRAVEL, 1/2" (NYSDOT 703- CONT,SPLICE LENGTH 20",TYP. TYP. • • CLASS 1),&WRAPPED IN GEOTEXTILE • 00 TOW NON-WOVEN,AMOCO 4551,TYP., _1 2 EX3'-0"ABOVE TOP OF FTG, $"WALL Architectural DWg Facility Consulting APPROX.2'-0"WIDTH,INSTALL CONT. Facg , AROUND EXT.FDN,TYP.WHERE DRAIN 2'-0 1'-0" 0 0 Strategic Planning PIPE IS SHOWN,UNLESS NOTED DRAIN PIPE,4"PER F.PVC, PIER PLAN VIEW WALL REINF., SCH.40,SLOPED TO DRAIN TO DAYLIGHT i SEE DTL AIS-1.1 °- #1 Mercia Lane, 2nd Floor 2Foundation, CED Slab J Greenwich, CT 06830 SCALE: 12 - 1 -0 o� (20 3) 410-5783 voice BASE PLATE, 1.618033988749894848204586834365638117720309... SEE DETAIL D/S3.1 b gmg�golden-mean.com z J' F01 3' REVEAL MIN. Ce INTERIOR WALL ABOVE, m TOP _ JOB NAME: 2x6 @ 16"O.C. 0'-10" VIF. wj FINAL GRADING 7 Foundation (cb G a raa_e_Doo_r Peconic Landing SCALE: 12" = 1'-0" L O Hermitage II B--Unit#020 SILL PLATE, 2x6 PT, PIER TIES, v; U 1500 Breaknock Road ANCHORED w/ MASONRY #3 BARS @ 10"O.C. W ° SCREWS, 1/4 DIA. x 4Greenport, NY 11944 " " - W/ DOUBLE TIE AT TOP Q m �i O SLAB CONSTRUCTION, LENGTH, SPACED @ 16" p o WALL REINF TO BE CONT. N W SEE DETAIL A/S1.1 O.G. Z 4 v THROUGH FTG STEP Z Z BOT WALL & FTG REINF PIER REINFORCING, 1'-0"SQ" w p 0 � TO BE SLOPED @ STEPS, DATE: 17-1001 SCALE: As Noted (4) #5 BARS, PIER BASE - Q N FOUNDATION WALL p z STANDARD LAP, TYP. DRAWN BY: FBR EQUALLY SPACED - O > " o Project Number. 17-257 O W p Zoning Approval: O w Building Permit: Q Z i BID Docs: ZO W N W Construction Docs: ,L • • • > O Z crs As-Built: J X tL Q W W TOF _ "' `" PRCVi ,r SLAB HAUNCH, 2'-0"x 12"THK., w/ REBAR HOOK 4 SEE PLAN JR. (3) (3) #4 BARS, CONT.w/20"SPLICE (4) #5 BARS �4� 0¢� 2'-0" 0 • • TO F FTG REINFORCING W SEE PLAN LL 0 #5 @ 12"O.C.E.W. FOOTING y v FOOTING CAN BE SLOPED 3Slab Haunch 3'-0"SQUARE @ 450 DEPENDING ON SOIL TYPE, IF NECESSARY Sheet DISTANCE BETWEEN FTG STEPS SCALE: 12" = 1'-0° 2STEP — v 5 Foundation � Pier HLIG T (MIN) TO EQUAL 2x STEP HEIGHT (MIN) SCALE: 12" = 1'-O" 8 DRAWING TITLE: Supplemental Details -- Concrete Step Unit AB SCALE: 12" = 1'-0" C) #020 o .z WOOD FRAMING LEGEND I •• Model B ®® nit =3 RFT/JST 2x PROPOSED JOIST/RAFTER-COMMON C� 8 P'°; v 8 U iv I-JST(SITE INDICATED)f,., w 3 O.C.,TYP. PROPOSED WOIST-DESIGNATION&DEPTH ,, � rn ——RFT/JST 2x-- PROPOSED JOIST-RAFTER OR REINF MEMBER o FINISH ROOFING -(D SIZE AS INDICATEC PROPOSED STEEL BEAM/GIRDER PER OWNER SIZE AS INDICATED N PROPOSED BEAM/HEADER OR REINF MEMBER ROOF SHEATHING, 5/8" CDX, F— SIZE AS INDICATED PRE-ENGINEERED TRUSSES TO LVL BEAM/HEADER,(#)PLYS&MEMBER DEPTH T&G, l Od NAILS @ 6" O.C. jo-BEARING CONNECTION EDGE, 12" O.C. FIELD, TYP. I BEAR ON EXTERIOR WALL When We Build,Let Us Think That We Build Forever,.. PRE-ENGINEERED TRUSSES, SOLID BLOCKING,2x6 FACE MOUNTED CONNECTION w/METAL SEE TRUSS SCHEDULEV CONNECTION PLATE,TYPE AS SPECIFIED 12 OWNERSHIP AND USE OF DOCUMENTS SUB FASCIA, 5 2 © Copyright 2022 2x8 RIPPED TO FIT Frank B.Ryan,Jr.AIA By INTERIOR BEARING WALL i and WOOD COI UMN FASCIA AND SOFFIT — a — The Golden Mean Group,LLC yc s�ti PER OWNER 2 2-_ 6 The drawings \_HOLDDOWN, and all the ideas,arrangements,designs,and pQ I'llSTEEL COLUMNplans indicated thereon or represented thereby TOP PLATE 6 SST H10 are owned and remain the property of DOUBLE TOP PL, Frank B.Ryan,Jr.AIA Architect 4— __t> (2)19'-3 5/8" �' l (2) 2x6 and no part thereof shall be utilized by any person, firm,corporation,or entity for any SW-' ., WOOD SHEARWALL ".Zpurpose whatsoever,except with the express written consent of SOLID BLOCKING WALL STUDS, 2X6@ 16" O.C. Frank B.Ryan,Jr.AIA SHEARWALLHOLDDOWN 2x6 RIPPED TO FIT w/ BLOCKING @ MID POINTS and The Golden Mean Group,LLC. BEAM/COLUMN MOMENT CONNECTION LADDER OVERHANG FRAMING, 2x6 @ 16" O.C. HOLDDOWN, CONSULTANT: w/ 2x6 LEDGER, TYP. SST H10 KNIFE PLATE, ROOF SUPPORT BEAM, PRE-ENGINEERED TRUSS SCHEDULE SEE DETAILElS3.1 6x10 RC TOP CHORD BOTTOM CHORD 6Connection Detail CONSULTANT:TRUSS ID TYPE S-OPE DEAD I-OAD DEAD I OAD NOTES SUPPORT POST, SCALE: 12" = 1'-0" T-1 GABLE 5 ON 12 12 PSF 10 PSF 6x6 RC T-EW-1 GABLE 5 ON 12 12 PSF 10 PSF END WALL TRUSS NOTES: T-2 GABLE 5 ON 12 12 PSF to PSF T-EW-2 GABLE 5 ON 12 12 PSF 10 PSF END WALL TRUSS Connection Detail SOLE PL, NOTES: = DECK FLASHING, 2x6 SCALE: 12" 1'-0" SEE DETAIL J/S3.1 1. ALL DIMENSIONS TO BE FIELD 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'-0"O.C.MAX. RIMB OARD, wl (2) 117' DIA. 5. ATTIC SPACE LOADING IS 20 PSF AND TO HAVE 3/4"cox SHEATHING. THRU BOLTS @ EACH JOIST FLOORING PER OWNER 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,98Z.. KNIFE PLATE, SEE 77 DECORATIVE CONN. POINT& (1) @ ■ DETAIL C/S3.1 FACEMOUNT HANGER, MIDPOINT ON EACH JOIST BAY FLOOR SHEATHING, 3/4"BC, TrussI nformation FSST OHU48-SDS3 T&G ATTACHED wl 10d NAILS The SCALE: 12" - 1 -0 SUPPORT BEAM, 0 FACEMOUNT HANGER, SST C�1 6" O.C. EDGE, 12" O.C. FIELD Rxin Rr J � DECKING PER OWNER OHU48-SDS3 OR CONCEALED GOLDEN MEAN O HANGER CJT3 GROUPu_c — oZ oz oe DECK JST 4x8 RC WI WI DECK JST 4x8 RC @ 36" OC Architectural Desig @ 36" OC s Facility Consulting 17-T 17-T Strategic Planning 12 12 2 6 _ 2 6 EXTERIOR WALL SHEATHING, I JOIST TJI 560 11-718" I I 112" CDX, T&G, 10d NAILS @ 6" @ 16" O.C. KNIFE PLATE, O.C. EDGE, 12" O.C. FIELD, TYP. 'OP PLATE - SEE DETAIL E/S3.1 I UNLESS NOTED @SHEARWALLS� SEE DTL IIS-3.1, FOR #1 Mercia Lane, 2nd Floor 9-05,8 _ TYP NAILING REQS Greenwich, CT 06830 TRUSS T-2 SUPPORT POST, I DOUBLE TOP PL, scAie 114"-F 8x8 RC (2) 2X6 Truss Detail (203) 410-5783 voice SCALE: 12" = 1'-0" i 1.618033988749894848204586834365638117720309... 4 _Connection Detail Connection Detailr777g@golden-mean.com SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" JOB NAME: 12 Peconic Landing s Hermitage IIB--Unit#020 ROOF CONSTRUCTION, 8x8 RC POST - -�--� I 1500 Breaknock Road SEE DETAIL A/S3.0 BEYOND SUPPORT BEAM, (4) 2x8 Greenport, NY 11944 -- PT, FACE MOUNTED TO LEDGER 2x8 PT, ANCHORED — LADDER OVERHANG COL w/SST HU'28-4 TO FDN WALL w/HILTI HY200 FOUNDATION CONTR. FRAMINGSEE DETAIL AIS I.1 FACEMOUNT HANGER, 112" DIA.wl4" EMBEDMENT @ 24 O.C.SPACING DATE: 17-10U1 SST LUS28 � FLOOR CONTR. SCALE: As Noted GARAGE TOP PLATE SEE DETAIL AIS1.1 DRAWN BY: FBR FACEMOUNT HANGER, Project Number 9-0 518 I DECKING PER OWNER SST LUS28 Zoning Approval: 17-257 6 — —T _ — Building Permit: BID Docs: i b 2 a Construction Docs: H O LD D O WN, — -- — As-Built: SST H10 FASCIA AND SOFFIT ` I` PER OWNER DECK JST 2x8 PT DECK JST 2x8 PT SOLID BLOCKING, @ 16" OC @ 16" OC 2x4 RIPPED TO FIT WALL CONSTRUCTION, $ e » a a �O PR CHIT e r SEE DETAIL AIS3.0 KNIFE PLATE CONN BEYOND, es,JR. SEE DETAIL EIS3.1 O 9 Roof Eave CONCRETE PIER, w ti SCALE: 12" = 1'-0" SEE DETAIL DISI.1 Fo.- ,.. _i Connection AWING TITLE: DRAWING Detail Connection Detail Supplemental Details -- SCALE: 12 - 1 -0 SCALE: 12 - 1 -0 Unit AB - ROOF CONSTRUCTION, C) SEE DETAIL A/S3.0 PRE-ENGINEERED TRUSS, Hermitage Model Unit TOP CONN PL, SEE TRUSS SCHEMATIC ' U c 2x6 ( SUB FASCIA, SCALE: I"= 6' co ` STEEL BEAM, 2x6 RIPPED TO FIT � wN �a SOLE PL, W14x26 FASCIA AND SOFFIT SPANi3 NO NOTCHES o 2x6 STEEL BEAM TO BE PACKED OUTwf aw PER OWNER -� (4) 2x12 RIPPED TO FIT, ANCHORED 6 6 CENTER SPAN/3 o N LEDGER, 2x8 PT CONN.TO PACKED w/ (2) ROWS 112"DIA.THRU BOTLS F o OUT STEEL BEAM w/1/2" DIA.THRU BOLT <D13 INTERIOR FLOOR CONSTR. NOTCHES 18"O.C.SPACING SEE DTL AIS3.0 I MAX D/6 When We Build,Let Us Think That We Build Forever... 6 6 MAX DIA. D/3 6 END NOTCHES DECK JST 4x8 RC z 6 MAX /4 @ 36"OC OWNERSHIP AND USE OF DOCUMENTS e © Copyright 2022 By z Frank B.Ryan,Jr.AIA and — — — The Golden Mean Group,LLC MIN.2"FROM TOP WALLCONSTR. PENETRATIONS SHALL NOT BE AND BOTTOM The drawings and all the ideas,arrangements,designs,and SEE DETAIL A/S3.0 2 _6 I J0IST TJ15 60 1 1-7/8" C PLACED CLOSER THAN 3"FROM plans indicated thereon or represented thereby 16" O.C. RIMBOARD, ANY BEARING COMPONENT are owned and remain the property of Frank B.Ryan,Jr.AIA Architect BEAM TO HAVE THREADED 11 7/8" LVL and no part thereof shall be utilized by any STUBS ON TOP & BOTTOM person, firm,corporation,or entity for any FLANGES FOR PLATE CONN., FLOOR CONSTRUCTION, NOTE: purpose whatsoever,except with the express 1/2 DIA. 2'-0" O.C. nt of SEE DETAIL A/S3.0 1. REQUIREMENTS APPLY TO NOMINAL LUMBER ONLY, PENETRATIONS Frank Ran,Jr. Frank B.Ryan,Jr.AIA FOR LVL & F-JST MUST REFER TO SPECIFIC MANUF. and The Golden Mean Group,LLC. Connection Detail SCALE: 12"=1'-0" - 2 6 K MEP PENETRATIONS TY P. CONSULTANT: ZvT S3. NTS 1 JOIST TJI 560 11 719' CONSULTANT: 16, OC MEP Penetration Details SCALE: 12" = 1'-0" 2 6 NOTES: 2 6 WEB STIFFNER PER MANUF. I DOUBLE TOP PL, (2) 2x6 EXTERIOR SHEATHING JOIST TO SOLE PLATE, ATTACHED TO STUD w/ (2) 16d FACE NAILS EDGE: 10d n 6"O.C. 0,i,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987., FIELD: 10d P 12'0 C., FLOOR SHEATHING ATTACHED TO EDGE: 1 d@6' .0 Connection Detail The EDGE: l Od C� 6"O.C. = FIELD: IOd C 12" O.C. SCALE: 12" V-0" GOLDEN MEAN STUD TO SOLE PLATE, Z- (2) 16d END NAILS 2 UPLLC RIMTO SOLE PLATE, 16d FACE NAIL @ 16"O.C. Architectural Desig Facility Consulting , Strategic Planning FLOOR JOIST ICE & WATER SHIELD, GRACE OR PER FRAMING PLAN EQUAL PLACED OVER RIM BOARD, EXTEND 4" MIN ABOVE RIM, CONTINUOUS ALONG DECK RIM BOARD TO JOIST, (3) 16d END NAILS, 1 FLASHING TO EXTEND UNDER ALIGNED wl I-JST SIDING AND RUN TO BOTTOM OF #1 Mercia Lane, 2nd Floor FLANGE IF PRESENT6 SILL PLATE w/DRIP EDGE, MATERIAL PER ARCH. Greenwich, CT 06830 . 2 RIM TO DOUBLE TOP PLA , JOIST TO DOUBLE TOP PLATE, FLASHING IN AREA OF (203) 410-5783 voice 10d TOE NAILS C 6"O.C. (3) 1 O TOENAILS SPACER TO BE SLOPED TOP PLATE TO TOP PLATE, ALONG TOP AND DRAIN FIELD: 16d (s? 12" O.C. NAILS TO ONE SIDE 1.618033988749894848204586834365638117720309... 24"SPLICE LENGTH: (8) 16d NAILS DRAINAGE GAP gmg@golden-meen.com STUD TO DOUBLE TOP PLATE, 2 (2) 16d END NAILS DECK LEDGER / ATTACHMENT VARIES, SEE MAIN WALL SECTION JOB NAME: FOR CONSTRUCTION Peconic Landing NailingDetail Hermitage IIB--Unit#020 SCALE: 12" = 1'- "-""""""—SILICONE CAULK 0" 1500 Breaknock Road APPLIED ALONG Greenport, NY 11944 BACK OF SPACER DATE: 17-1001 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: CONSISTSPACER TO Construction Docs: COMPOSITE DECKING, SOLID As-Built: 5/4"x 6'x 6" MIN. PLACED AT EVERY ATTACHMENT POINT,TREX OR EQUAL, TOP OF SPACER TO O ±JRr T BE SLOPED TO ONE SIDE TO t$ ALLOW PROPER DRAINAGE O d } Sheet No.: A.,. DRAWING TITLE: Connection Detail Supplemental Details -- SCALE: 12"= 1'-0" Unit AB - C11 Hermi QM rL O m v vUa � � u U co .c m R N U N QJ �n m 0 , - o t QJti CA I � c I � J I 1 I r When We Build,Let Us Think That We Build Forever... I I I — — — OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 BY Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC � I The drawings and all the ideas, ments,designs,and \I plans indicated ed thereon or d represented thereby are owned and remain the property of I P P Y Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any I person, firm,corporation,or entity for any I purpose whatsoever,except with the express I written consent of - • — I Frank B.Ryan,Jr.AIA and II The Golden Mean Group,LLC, I I CONSULTANT: I t I I I I CONSULTANT: NOTES: --—--—--—--—- — 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... _ The _:. GOLDEN MEAN GROUPLLC -- ' C, S _: /�j �_........- �.,_.. ..rt... \ _ Architectural Desig / :Unit Al - _ _ Facility Consulting . . . , •. , � Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I I I — ^ _ (203) 410-5783 voice — Q 1.618033988749894848204586834365638117720309.. I � I� r Len I+mmem CDCmt 'CID C5 4=1+ems C 4a gmgngoIden—meon.com I JOB I NAME: Peconic Landing Hermitage IIB--Unit#020 I 1500 Breaknock Road I Greenport, NY 11944 I I I DATE: 1 i-1UU I I SCALE: As Noted I DRAWN BY: FBR Project Number: 17-257 Zoning Approval. I Building Permit. BID I Docs: Construction Docs: a As-Built: I jr r %r EKED ARC \y� K 6.RY-- 40 Q� "✓9 F I I (P I True North ( ., Sheet No.: - I'�. V57 Site Plan Unit A DRAWING TITLE: Building Site Plan -- Unit SCALE: 1/8"= Z'-0" Project North A J o Hermitage 11 - Model B -- Unit #0200 U uaua CU 2v C7 m 28'- 11 5/8" 6'-0" 4'-3 1/4" 115/8" 28'-6 1/4" c ^` J W � C N _ 7 7 f n Q a LO When We Build,Let Us Think That We Build Forever... !I rn — �a\0 = OWNERSHIP AND USE OF DOCUMENTS I I f li l co © Copyright 2022 00 By M rLO Frank B.Ryan,Jr.AIA a ° and r < The Golden Mean Group,LLC i E The drawings ' and all the ideas,arrangements,designs,and ! Kplans indicated thereon or represented thereby i are owned and remain the property of 7'-3 1/8" 3 1/2" j I Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any r ! person firm corporation or entityf or any purpose what — _ _ ° s __-- -___ ___.. _..__ _____ . . _ __ r soever,except with theexpress 1 written consent of (.0 3 Frank B.Ryan,Jr.AIA and I The Golden Mean Group,LLC. 8 1/4" G 1 J KCONSULTANT: T 2' 0" 13'-5 1/2" 10" 6'-0 1/2" i io 7'-3 1/8" I N 1 CONSULTANT: 7 !- ' M O f 1'-3 7/8" NOTES: 1 6' 7 3/4 3--0-- 41LO — — — — — — 00 1 I I I 1 0 - 1 _' 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 10"1 6'-51/8" 6'-4" 1 - - 1 iU The 16'-2 7/8" GOLDEN MEAN � N -° LM GROUPLLC 1 1 1 Architectural Desig 1 I Facility Consulting 1 I Strategic Planning I 1 g #1 Mercia Lane, 2nd Floor -------- Greenwich, CT 06830 1 j (203) 410-5783 voice 1 1 1.6180339887498948482045868343656381177203091 .. ., Q 1 grng@qrdden—mea�.com 4 JOB NAME: Peconic Landing 1 1 + Hermitage II B--Unit#020 1500 Breaknock Road 1 I f Greenport, NY 11944 � 1 , 1 I I DATE: 1 r-1uul 1 SCALE: As Noted 1 DRAWN BY: FBR Project Number: 17-257 I I I I 1 Zoning Approval: Building Permit: BID Docs: — �——� � �:.—.—._-�` .�._._.��._.—�._'�.��..—�� .�._�.—.�.—• ._ �_—_—.—'-��___--_'� _ --'-�'——._``— Construction Docs: i As-Built: r _ co I I I I (P 17'-2 3/4" 0'-4 3/8" 52-5 True NorthFooti� Unit A o.: A01MP 0N4ASCALE. 1/4 - 1 -0 DRAWING TITLE: /q� C D E F Project North Foundation Plan -- Unit A U _ Cl) ■ J o�� B v■ Unito 1 . + F, New Combined 1 0 "`_ �� o E M u g '' C L N ■ ��-0_1A 41'-6" co �g' S2 E_ wIAsphaIt Driveway �~ Existing g CP i 2J a :" _ i A 301.01 • ��- , C a I. .�d - clt —� 1. - • • ., , _ ' . „ . _ Demolition ---• (D i I 6'-77/8 5'-41/8 .'5'-41/8 - 11'-75/B" . . 6'-0"-• ' e - _ _ - ' 11 :. - , , - I. , , ,_ . . . . . I -• I -1 - • . . _ _ .. . . -. , . • - 1'= I Proposed ;4 401,.01 A When We Build,Let Us Think That We Build F i ; . , . _ _ , _ n Wall Le end 9 \ , , . „ _ , „ • 1 „ — — - 3/8 - 1 -0 . - - - , _ _ -0 OWNERSHIP AND USE OF DOCUMENTS i . - 0 Copyright 2022 _ • . w - , - . w ____._ - N-17• - - - - Frank B. Jr.AIA ----- - Ryan, - - - D co - - - . . - - - - - - - - - - : • ... : : - ' ' o - I Step ' I and , , . - • - . „ _ 0 The Golden Mean Group,LLC - j co , i1. - — -, ' LMO - Gar-a a N' The drawings i „ „ . and e' , th ideas,arrangements,ments e I - designs,ns and , A=04 • . 9 9 i .. 1 0 tv- , - 26 laps indicated d Gated e . .. th reon or represented•. - nted thereb , P • • .. are owned and remain the roe of i %1 . property dY , 'o� Frank ran,B.Ryan,Jr.AIA Architect , ' _, ' Cl - , - and no art thereof shall be utilized b n , , . -5 -6 , - P by Y L11 • . - , - , . w .. , I EQ EQ �C , , person, firm corporation,or entity for an .. . , _ . , P rP h Y , - T > _ —._ — _ - — . _ purpose whatsoever,l - atsoe ver exce t with the express — — PrP . T - - - - , . ... LI - - •- - - � - - . � written consent of • . , - . . _ ■ r F ank B. Ryan,Jr.AIA 1 . . - - . .. , - "' , • ,. „ N'-07 �/ and DDI Pati . o ' ' � 1. p — - The Golden Mean Group,LLC. . • .. Stora e , " , - rn 4 - 1 . N 13/4 �� 6 0 _ _ — — ;' - - -- - . '. - iv - N - - - CONSULTANT: , - A.�14; - _ ... . f• �-y NI . . _ • .. . T wJ ,1 ., .1 , - :" : , . � . . , . . . . . .. . .. . ' '. . .. I I _ c� , - , .,. :.;.::*... .... ,, , , , - . ,; . .. : '.;. . , .. . . � - ... :. .4 . ., .. -- . . .. " "'.' ' . . . . .. � .. � =o ' ' _ . ao W w 9 - . M .. o , � — .- a\o . . . .. .. ' , - M - - -- - , � . } CONSULTANT: • , " . �� N •• _ , ti C'1 C1 , , . A 400.01 A , . , ,, w w —I �� i t , - � .1 .I .. .. C7 . .. .. _ w . ... „ - , . 1 . . )); .i ... 14 -21/2 I. M a HC D NOTES: . D N • ,. . ., " - - - • 2' 1/ - 6 8 N 4 - , , - . - - . . . D • .. 1 r • . , , . I : • . - — - '� , . I - -.- . , - j ... , ; , I = • . . . • , _ . 1 I �, i , . 1 L , _ 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... , . I : , • . • . . „ . _ . 1 I tp p _ 1 -113/8 ---- .... . , . ._ _'. ' . 1. • . I � The :. :. • . i Step . . ' ' , 1GOLDEN MEAN i . .. - • . ' . 1 L[�] � - -. I �.k, o GROUPLLc . 1 T - - Cl) 11, _ , M _ _ _ _ _ _ �- Architectural Debi - - g _0 00 Facility Consulting ' 1 Strategic Planning I 4 -.1 I 1 II - I I I ____ h - - - - - - - - - ” - - I I "P #1 Mercia Lane 2nd Floor I A 01.03 A Greenwich, CT 06330 - - - , Y I - - _ _ _ _ -- - - - - - - ! 6'-85/8"_ 111111111 I I ' I . - - - - - I I (203) 410-5783 voice I IN l I .1 iI = 3 L_ — — — i M — , I 1.618033988749894848209586834365638117120309... I I M 1 � TI 1 - — -11 WN — - — _ — - �� ...,a m gmg��golden-mean.com D _ _ - - - - - - - - - - - - - - - - _ - - - _ - - - - - JOB NAME: , ' Peconic Landing 1 I , 1 I Hermitage II B--Unit#020 1 , 1 1500 Breaknock Road I Greenport, NY 11944 1 I I 1 1 , 1 I 1 I 1 1 DATE: -1 SCALE: As Noted 1 DRAWN BY: FBR 1 Project Number. 17-257 1 • 1 Zoning Approval: 1 Building Permit: BID Docs: 1 Construction Docs: 1 I As-Built: L----- —��—.. I H I PRc rr c .tPN,JR. T I -A I co �. cc 0 , ., o w11 ti I I True North 1, Sheet No.: , WON—A I�_ I DRAWING TITLE: Level „1 , „ Proposed Unit A First Floor -- Unit A SCALE. 1/4 - 1 -0 Project North D U - M '� �+ r ia + - + -- Unito : CD L 9U 1 o E � M f- S i � U c I I CU � m _ `o •a c I I o N CD EQ EQ _ When We Build,Let Us Think That We Build Forever... „ • 4 - 11 OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By W Frank B.Ryan,Jr.AIA and : The Golden Mean Group,LLC Supply ® Typ The drawings EQ EQ- 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 `o`o r; and no part thereof shall be utilized by any 1A person, firm,corporation,or entity for any Return purpose whatsoever,except with the express .2'- 10", � Typ. written consent of Frank B.Ryan,Jr.AIA _ _ _ _ and The Golden Mean Group,LLC. M - - N :4'- 10 1/2", _ - I r CONSULTANT: 4 - 1 1/2 °° LO_ CONSULTANT: o w i { I =,V P NOTES: r----------- _ 1 = : A �. 4'_6 ,A 501.01 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... o2 -0 1/4 :� I The 3. GOLDEN MEAN A 501.0'1 A, - • , . , . 1 1'-2 5/8" GROUP LLC 6 Architectural Detig 1 FacilityConsulting A 50"1.01 c i 4'-6» Strategic Planning 4._6" o 5 N 1 I EQ,',- EQ 3 — — — 1 — — — — — — �— � — . , .—„_ .- • - •�. - _A 501=01 A • � — — — 1 0 0 2_ 01,01 w00 #1 Mercia Lane, 2nd Floor Greenwich, CT 06630 ------- ----� 1 ;c i - 3'-2"` ® :_' ; (203) 410-5783 voice 1 II 1 1.618033988749894848204586834365638117120309... N ; 1 I - j gmg7golden-meon.com i 1 I 10 -7 1/8' 4'-5 1/2" JOB NAME: 4 — — — ; — I — — — — — + Peconic Landing 1 1 j Hermitage II B--Unit#020 1500 Breaknock Road I I I I Greenport, NY 11944 1 , 1 , 1 1 1 1 I DATE: 17-1001 1 I I I I I 1 SCALE: As Noted 1 � 1 DRAWN BY: FBR Project Number. 17-257 1 � 1 I ; Zoning Approval: Building Permit: BID Docs: 1 I I I I I I Construction Docs: 1 1 As-Bui!t: 5 — I I I I I I I PRCH r c True North Sheet No.: , •' ' 1 —A _Level 1 -- P rWo's_e_d_ ' nit A SCALE 1/4” = 1'-0" DRAWING TITLE: Project North Reflected Ceiling Plan -- A A (B) C D E F Unit A UCl) J Hermitage Unit e C:) •• _ _ _ _ _ _ _ _ _ _ Lam ' O U ,4 p E ' - . - �, .. , ._ '_ '• - .. - - (.� "' n CU w U v - - - _ - - - m • J When We Build,Let Us Think That We Build Forever... _ -• OWNERSHIP AND USE OF DOCUMENTS C Copyright 2022 By --- _ -- -- - --- Frank B.Ryan,Jr.AIA and -- - -- - __— - - - -- _-- The Golden Mean Group,LLC The drawings :' • .-.. - _ and all the ideas,arrangements designs,and - plans indicated thereon or represented thereby — are owned and remain the property of ' — -- Frank B.Ryan,Jr.AIA Architect ereof ;. .. ' part corporation,taolnboruelntity person, by any 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: • 72 ' • :: --- -- — 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... — The GOLDEN IIINEAN -- -------- _ — — — — — — — GROUP LLC _ — Architectural Desig Facility Consulting Strategic Planning Skylight Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-57;;.3 voice 1.618033988749894848204586834365638117720309... _ nm �gnIden mean com JOB NAME: ` Peconic Landing — — - Hermitage II B--Unit#020 - — - -- 1500 Breaknock Road _ - •� • - - — — - Greenport, NY 11944 DATE: 1/-1UU1 _- — SCALE: As Noted - DRAWN BY: FBR =- Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: KB.RYA, •% to N + � 032252-A True North Sheet No.: Q-1 9 4. 0 DRAWING TITLE: RoofPla,n -- Proposed Project North Roof Plan -- Proposed SCALE. 1/4 - 1 -0 UCl) Cn Hermitage 11 Model B Unit #020 CU c� g, -C 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 person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT: NOTES: 0, 1,1,2,3,5,8,13,21,34,55.89,144,233,377, 610,987... The GOLDEN MEAN GROUPLLC Architectural Desig - - Facility Consulting - Strategic Planning 1-- i -- r I — - #1 Merciaane, 2nd Floor — -_ - _ Ji I I 111 I. = 06830 reenwlc -- - _— — (203) 410-5703 voice 1618033988749894848204586834365638117720309.. — - - — - - - - - - - — - --- - - - — - - — — — — — — —9 - 8 gmg�g den-mPa . T [ - - - - - - -- - - - - - _ _ _ _ _ _ _ _ _ Level 2 -�� -. a �� o n com r= JOB NAME: aI . �r. - _== Peconic Landing , _1,� I-�.�: fix= Hermitage IIB--Unit#020 T, T ! 1500 Breaknock Road Greenport, NY 11944 Level 9 �1 - -�® rC °cam O� Bel DATE: 1 luu l Grade SCALE: As Noted 8.. DRAWN BY: FBR Project Number: 17-257 = Footin Zoning Approval I II I _ - Building Permit: 3 6 BID Docs: Construction Docs: As-Built: North -- Proposed Unit A Ka RYA y% SCALE: 1/4" = 1'-0" 4� -� Sheet No.: A-202":01 DRAWING TITLE: Building Elevation -- Unit AB North ` _ M J ❑ O Hermitage Model Unit M O "' � o V 0 u Ua o V t 1> CTj N w C G V' C-9 g, N O J U_ 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 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, 1,1,2,3,5,8,13,21,34,55,89,144,233,317,610,987... The GOLDEN DEAN GROUPLLC Architectural Desig FacilityConsulting I Strategic Planning TF - �-- #1 Mercia Lane, 2nd Floor a - reenwich, CT 06830 -�— (203) 410-5703 vrice 1.618033988749894848204586834365638117720309... — — — — — — _ Level 2 -- — - - —_ T - — — — — g, 8„ - - - -� mgC'gn Pn m�-ar com JOBNAME: __- lie ------ -�- � _— Peconic Landing `ol , ® Hermitage II B--Unit#020 - -- 1500 Brecknock Road -- l Greenport, NY 11944 - f - ayl - `ter x _ 7 -_ " - - _ r _ Level 1 r - - _ -- -- — ___ 1 y3_ - -� Q` DATE: 1 1 UU1 ��1 _ Grade m SCALE: As Noted DRAWN BY: FBR _ Protect Number: 17-257 — I I I I I I II I I -- — Zoning Approval: - - _[- _ 1_ -tel I1 1 _JJ1 11-11 I=I I I1 _ _ �--I—III I Ill —11-1 I1:J1 I_ III � I- I I_I I- —I J; 1 _ I I,� I�11 II 11—J 1 .11 I1 _111:J J�1 I IJJ__J 1 _ Footin Building Permit -3' - 61117 BID Docs: Construction Docs: As-Built: 41��tiu ARC RYq y (P �aC 52-A O 0 - � L South - Proposed Unit A Sheet No.: A `�. AL 1/4" - 1 -01 DRAWING TITLE: Building Elevation -- Unit AB South U - Cl) CA Hermitage 11 - Model B -- Unit #020 CD Cl) L l U z o a i-- �'u+ U c CUA: w CN G my c7 g, c fOn c J V �\ J C_ U_ i N S 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 sha!I 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: — - h s _ - - - - - -- — - MEAN —= - - - GOLDEN M LLC Architectural Desig - - - - _ Facility Consulting . - - �= St tegic PI "ng T — - - - EN - - --- _ - - - -- — --- — - - --- ---- -- - - - -- — - -- - -- - - _ _ _Leve 91 - 811 2 _ #1 Mercia Lane 2nd Floor --- - � Greenwich, CT 06830 - - - (203) 410-5783 voice a ' 1 ---- - --- - — 1.618033988749894848204586834365638117720309... T I i --------- ------ -Level 1 gmgCygolden-m?an.corn ITtom- � �t� =-r -� 0' - 8 -(, Grade tI -0' - 8.. JOB NAME: � � = — I �I= I— Peconic Landing I I = II=1= I I- - I I—III I =1 I I =III- = I 1 1 1I I I= I I I = I 1 I _ 1= - 1 I 1 1= 1- _ I _ Footing Hermitage II B--Unit#020 1500 Breaknock Road East -- Pro osed Unit A Greenport, NY 11944 SCALE: 114" = 1'-0" DATE: 1 r 1uu1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: B.R yqN✓�y� 01 Sheet No.: A-n2 . 0 DRAWING TITLE: Building Elevation -- Unit AB East ti Hermitage Unit J o o HIS* L ° o E v iJ W o � m 2 0 G C7 m Cll `� ti -o rO^ CA V @ W � _N L When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT: CONSULTANT: NOTES: — — a- 0, 1,1,2,3,5,$13,21,34,55,89,144,233,377,610,98T.. The GOLDEN MEAN GROu P LLC — - -- _ — — Architectural Desig Facility Consulting { T — Strategic Planning - T1— � 111 1 1 41 14-1 — Level 2 C - - �—❑----fT—_�- ��1TT - � � I - � �-_ _ __ r. 1 Mercia Lane 2 nd Flo or Greenwich, CT06830 T U - --- �� —� - I' j�� — — -. (203) 410-5783 voice — —--- 1= E:1E17_1E] i EIEI r T EIDEIJE:11:11:1 -- — --- ---- ---- - 1.618033988749894848204586834365638117720309... Level 1 LJ �� gmg 'golden-mean.com _ �=�-.�r� '�-�. � -�_ ��t-_-.�_ � _ Grade -0' - 811 JOB NAME: Footing TT I T�T-f � �TrC I A=CT T�f ��TCIT �1TC I STI—IST-C I ��ITITITC 1f�TI=1�TC ��ISI SIT� STIR I �� TI=C_� lI-TI Tl� I�STC- T1IT[= -3l _ 6" Peconic Landing Hermitage IIB--Unit#020 1500 Brecknock Road — - = Green port, NY 11944 —fff—fff fff ( Ifffffll—Iff—fff fff—ffffffffffff—ff ( fflffffffffffffflfIff—fffIlffI' f ( ff ffl fff fff ( ffI' ff ffI' ff ( fff—ffl—fff----fff fffflfffff West „- ,Prooposed Unit_ A DATE: 1iNoted SCALE: 1/4" - 1 -0 DRAWN BY: FBR Noted Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: Ktu ARC �X 5z-+ O p Sheet No.: A�D21P.V 4 DRAWING TITLE: ` v Building Elevation -- Unit AB West Hermitage o 00 to Ala 8 co k U E h a� m� 75 N V C . _ N g When We Build,Let Us Think That We Build Forever... y OWNERS - - - HIP AND USE OF DOCUMENTS py ght 2022 By - - B Frank 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. _ Level L� 9' - � CONSULTANT: I I I 1313 ® ® ® ® ® ® CONSULTANT: til�I - IftI JAI � � \ NOTES: — — — — — -- _ Level 1 01 Grade __ III=1 11= -o' - 8" I _ _=1 =! =lFootin =4 - 6"_ 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN DEAN =1 = 1 _ =1 1= _ — I=1 I = 1 = I =1 I 1 =1 I =1 I =1 = =1 I =1 = 1= 1= = 1= _ =1 1= 1= 1= I I=1 11-11 =1 =1 =1 = = I=1 1= 1= I = 11= - 1= I = I = GROUP��c Longitudinal Section 1--- Unit A SCALE: 114" = 1'-011 Architectural Deng Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... gmgOd golden—mean.com JOB NAME: Level 2 9' - 8.1 Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 I 00 o DATE: 11-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 _Level 1 Zoning Approval: -< of _ 911 Building Permit: Grade BID Docs: Construction Docs: — $ As-Built: �- 1=_ � LI I=1 = L� i� = = 1= 1=11 = 1 = = 1 =1 =1 =III= = 1=l = — 1I II 11-1 1 1I I-I I -I I-I I 1I I I-t I1 I 11 -I II 1 1-I II I I 1 1 1--II 1 II I II -I II -1 I 1II I -III 1-1 I II I I LI ' I I I I = I 1I I II Sheet No.: A—A .°U 1 —A DRAWING TITLE: Longitudinal Section 2 -- Unit A SCALE: /4 - 1 0 Building Sections -- Unit 1 A .II I• I _�• HermitarlAn J � I• - ' L- 1� Unit 0 Cl) QD a o E CY3 w 3 LU E p a _ _ ^� , Roof Truss S'-0CD - Above. n q� om co ° - ; ' _ . • t- ME When We Build,Let Us Think That We Build Forever.. d ; - EQ N;` EQ_ " _ Asphalt Shingle Roof- . 151b Roofing Fel 1/2 CDX Plywood d DO CUM ENT S © Copyright 2022 10d Nails: 6"@ends OWNERSHIP AND USE OF By Frank B.Ryan, AIA 12"in FieldJr.J 2x Plate Trusses @ 24" R-30 Batt Insulation. The Golden Mean Group,LLC • j The drawings and all the ideas,arrangements,designs,and N plans indicated thereon or represented thereby Level 1 -- Proposed Unit A - Callout 2 " . �,•- " �' • . "�� _'� �_ :"�� N are owned and remain the property of Level 2 Frank B.Ryan,Jr.AIA Architect SCALE: 1/2"= 1'-0" •• , , ' • - - - - r �-- - - ,� 91 and no part thereof shall be utilized by any person, firm,corporation,or entity for any 4 3/8" 3'- 1 5/8" 6" purpose whatsoever,except with the express written consent of _ Frank B.Ryan,Jr.AIA and Wood Soffit w/Ventilation The Golden Mean Group,LLC. co CONSULTANT: M z O Level 1 Pro osed Unit A - Callo_u_t 1 I Low- E, Clad Window Low E, Double Glazed. 6SCALE: 1/2" = 1'-0" I CONSULTANT: I I NOTES: I I 9 I _L 5'-0 t \ Angled Gusset Plate 4'-5 1/8" I 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... \ 6-Panel Howe Truss Member. r, Cut as shown. I The 2 -2 1/2" 2 -2 1/2" GOLDEN MEAN GROUPLLC I \�\ � �\\\ Header Assemby �\ Between Truss I I Architectural Datig M B R Section 1 -- Unit A Members ni Facility Consulting Shaft Opening. g SCALE: 1/2" = 1' 0" 2x4 Shaft Wall \ Strategic Planning 2x6 Framing @ 16"o.c. R-19 Batt Insulation. 2x4 Ledger attached ji Shaft Wall 5/8" Gyp. Bd. Interior. To Shaftwall Framing .\ 1/2"CDX Plywood w/ w@/Angled Gusset Plate 3/4" Hardie Plank Clapboard. Cut Truss Member. /�// (TYp•) Flanking #1 Mercia Lane, 2nd Floor Flanking Greenwich, CT 06830 Truss Truss Member Member ' _Level 1 .._._........_.._............ m... _.. ... - ClipB ening (203) 41D-5783 voice Clip Joists to _ �- /� 0' - $" -- - - - - - - - - - - - - - Underside of - - - - - - - 2x10 Floor Framing 16"o.c. 3/4"CDX Plywood. 1.618033988749894848204586834365638117720307 Roof Trusses w/ g @ Yw 3/4"Wood Finish Floor. Simpson Ties. - Verify Underside Elevation of � i Trusses. Coordinate w/Elevation of Tray Ceiling. \ o gmg@golden-mean.com 5'-8" °I 1' 1',I. • ° — JOB NAME: 77-70 11 I —III—I a„a —— Peconic Landing New Sister Joist to Existing Truss Member Framing Pattern. To Be Cut 4% 11° 1 3/4"x 7 1/4". l 1 — Concrete Foundation with Hermitage II B--Unit#020 12"x 18"Footing, Keyed. 1500 Breaknock Road Greenport, NY 11944 Dampproofing IT - - -I JI I —I I - Perimeter Drain DATE: 17-1UU1 1 -- SCALE: As Noted DRAWN BY: FB_R Project Number. 17-257 _ Footi n Zoning Approval: - - — -3' - 6" Building Permit: la I I= BID Docs: 1 1 " °a Construction Docs: 1 1 11- As•Built: �:. s Steel Reinforcing � III — I — I—I I I— w II=_ Sk�li�„ht-Section 1 - Unit A4SCALSk li bt Section 2 -- Unit A 3SCAL 112 - 1-0 '”_112 - 1 -0 = I = - - ,--„�� - -7 1I � I —III—III—III- f7ee� .: A- 0 1 -A —III-- II I —III--I I—III—I DRAWING TITLE: B R Section 2 -- U n it A Detail Sections -- Unit SCALE: 1/2" = 1'-0" A UM J o IIIIIIIIIIIIIIIIIIIIIIIIIIIII-Hermitage - Model - n ■ o 11 �- "' �' Ci I"' � H U L VC 11 Y'CL -c M V i :q . 1, 1 .7 . . .. I I , ,. I. " " I ,. - I -. . - - - I '_ .0 . ` . - I '. . I: � . . . . . . 1. . . ,, - ` , . . - - - - - - When We Build,Let Us Think That We Build Forever... ii�e 11 A . Y ::1 --- OWNERSHIP AND USE OF DOCUMENTS 1-1 .. , .. . . . . INT -- Floor Schedule • 1. - - ' - - • - . • . - . - • • , . - - , Copyright 2022 1. - - I. - BY . - FrJr.AIA Type Mark Type Area Perimeter B Ryan,J - - - , - - - , .. , and • . . ' - - - ' , • ... , -, • - - - . . . . . - . 1. - The Golden Mean Group,LLC .. . ' S .., .. . - - I. - - - . - . . , _ _ FIL Finish Floor Vin 14 1/4 190 SF 125 . Y 1. . ( l The drawings t 1 g _ and all the ideas,arrangements,designs,and . - - I -. - - -' - _ ' . - - , ' - - ' ' - . - - - - ' - • . ' plans indicated thereon or represented thereby . • . - - . ' . • n n p . . , H FL-02 Finish Floor Vinyl - 1/4 365 SF 111 are owned and remain the properly of . Y Frank B Ryan,Jr AIA Architect ... • - - , _ O O F 1. . , .• , - . - , - -,- and no part thereof shall be utilized by any - - -. person, firm corporation, i • � .. ? - , - - __ __ FL-03 Finish Floor Wood Strip 1471 SF 410 P or entityfor any express . 0 -. 1. p whatsoever,except with the ex ress . purpose P P •• ' ' - -• • - - III I - .. - , written consent of Frank B.Ryan,Jr.AIA . � -. - - and 11 The Golden Mean Group,LLC. . I- - . 1.7; - L I. , . , CONSULTANT: . .. � t I- - "_ . , I I I-. �-��-��l F� �== . ---- - I -1 . - -I 1. I -, � - � I �, � . 1. I i . . .. . . , . - '' _ _ �-I I.".I , .. . ..,. , .I . . . 1. .... . ...I- . .1, I I . - ' � . I 21 I I 1� "*I- ". " - ., " . I .. I. 11. I I , - . ' ❑ . -. . " . , , . . - - .. --- - -, . . ..� , .. .., .. . . L . - I -1 . . � I 1 2 " , . I 0 CONSULTANT: I 11 imiL • . ,.. . _ — — — — — — — — — — — — — — — — — — . - INT -- Room A -- . I -1 Area Schedule Unit A . - _ . 7- r- / _ _.. ._ �_�_ - . - .. . Number Name _ - _ - , _ Area Department NOTES: . .. f _ _ , 4 _ _ . . _ - .. _ k i; , 1 _ 1 Unit A --—, — 1,�. - - .. . . .. {� - - i i .. ��- —'- - A- 1 Bedroom. 0 M. oo nit A l 239 SF U I 1 --- -- I - • t . - I - 0 i 1 i- - -t--, - -1 1 - '. - 0 A-02 M. Bath 60 SF Unit A 1 , - ^ , � 1 . Q � - 11 - - - Y -i y, 1- r A-0 Living . _ _ 3 261 SF Unit A .. 9 • • ^ a- - , 11 , 1. _ �: _ �} , -- -= ,_ - - ,c--h= Z. -- - A-04 Garage 254 SF Unit A • . , • - a. - -. - . 0 1 12 3 5 813 2134 55 89144 233 7 ' . • ' a [i. 3 7,610,987... :• I - . - . A-05 Laundry 33 SF Unit A . — --- . , . , - . . . - ;. . ' A-06 Foyer 54 SF Unit A •• ' • . " . ' • � • A-07 Kitchen Area 245 SF Unit A The - 1 O O A-08 WIC 36 SF Unit A GOLDEN MEAN j \o/ j A-11 Pwdr. 46 SF Unit A GROUPILc - - \ 0-_o A-12 CIO. 17 SF Unit A . . - A-13 Mech. 67 SF Unit A I1. �, A-14 Storage 17 SF Unit A i; � Added Window , A-15 Entry Hall 58 SF Unit A Architectural De§ig - - 1386 SF Facility Consulting . -• Strategic Planning . i '_ " Unit B . , -' B-01 M. Bedroom 292 SF Unit B B-02 M. Bath 64 SF Unit B - B-03 Kitchen 167 SF Unit B ' B-04 Garage 244 SF Unit B #1 Mercia Lane, 2nd Floor I _ - ; B-05 clo. 19 SF unit B Greenwich, CT 06830 . . �� ' - ' - B-06 Mech. 65 SF Unit B _ •. - - _', " 1-.1. R 1111 if 1111111111 � B-07 Living Area 274 SF Unit B B-08 WIC 56 SF Unit B (203) 410-5783 voice B-10 Hall 27 SF Unit B UD W 1.618033988749894848204586834365638117720309... B-11 Laundry 17 SF Unit B l - - - - - - - - _ _ ---- --- - ❑ — — — — — — — - o B 12 Pwdr. 34 SF Unit B gmg@golden-mean. , B-13 CIO. 22 SF Unit B - • i1. ' - B-14 Storage 17 SF Unit B - - . • .. - . r T 1297 SF JOB NAME: _ - - _ 1 i j - Peconic Landing . .. L — _L- _ J 1 ; I _ _ - _'- _ , II . / \ / Hermitage 11 B--Unit#020 - ' '� 1500 Breaknock Road . .'. . . . _ 1 . • I ' -. _ _ ; -•_ I' -. • .' • - r Greenport, NY 11944 _ 1. r - r r - o o DATE: 17-1001 - - - DW (�� - - - - - - L SCALE: As Noted _ �-� 110 0� o o . -.o1. - -- -- -- -- ------ — ---- - umber. ,. L I. - a Project WNBY 17-257 -. , -` - __ - ---- ---- - -------- --- - - ----- Permit: Zoning Approval' - I .1 • , _ _ .. • ., _ • _ Building P . - -- - - BID Docs: . - ,, , . .'. . Construction Docs: , . . , . As Built: PF G]117" 2�0��`'(P J� T co tY O W >_ �. 10 y Level 1 -- Floor Finishes Unit A Sheet No.:` SCALE: 1/4" = 1'-0" DRAWING TITLE: Flooring Finish Plan -- AB U - M Hermitage Unit J o 00 1 00 ARC -- Door Schedule -- Existing ARC -- Door Schedule -- Proposed n �� o E Door Door a U s U � Number Size Family Comments Number Type Family Comments a c s / N 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 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-Exlerior-Single-Entry-Half Flat Glass-Wood—Clad Exterior N-06 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad � � E-06 36" x 80" Single-Flush N-07 48" x 80" Door-Interior-Double-Slid ing-2_Panel-Wood When WeBuiid,LefUsThinkThatWeBuiidForever... E-07 72" x 84" Door-Double-Sliding N-08 (2) 2'-0" x 6'-8" TS6000—Double-8971 E-08 72" x 84" Door-Double-Sliding N-09 36" x 80" Door-Interior-Single-Pocket-2 Panel-Wood OWNERSHIP AND USE OF DOCUMENTS E-09 60" x 84" Bi-Fold Panel 268 N-10 (2) 2'-0" x 6'-8" TS6000 Double 8971 ©Copyright 2022 By E-10 36" x 80" Door-Opening N-11 (2) 2'-0" x 6'-8" TS6000_Double_8971 / Frank B.Ryan,Jr.AIA and E-11 36" x 80" Single-Flush N-12 48" x 80" Door-Opening The Golden Mean Group,LLC E-12 36" x 80" Single-Flush N-13 48" x 80" Door-Opening The drawings E-13 36" x 80" Door-Opening N-14 32" x 80" Door-interior-Single-Pocket-2 Panel-Wood and all the ideas,arrangements,designs,and / plans indicated thereon or represented thereby E-14 36" x 80" Single-Flush N-15 48" x 80" Door-Interior-Double-Slid ing-2_Panel-Wood are owned and remain the property of E-15 42" x 80" Door-Opening N-16 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad Exterior frank B.Ryan,Jr.l be dlizArched b and no part thereof shall be utilized by any E-16 48" x 80" Bi-Fold—Panel-268 N-17 96" x 84" Door-Garage-Embossed_Panel person, firm,corporation,or entity for any purpose whatsoever,except with the express E-17 48" x 80" Door-Opening N-18 36" x 80" Bi-Fold—Panel-267 written consent of E-18 68" x 80" Door-interior-Double-Sliding-2 Panel-Wood N-19 32" x 80" Single-Flush Frank B.Ryan,Jr.AIA El 1:1 El El and E-19 36" X 84" Bi-Fold—Panel-267 N-20 36" x 80" Single-Flush The Golden Mean Group,LLC. E-20 48" x 80" Door-Interior-Double-Sliding-2 Panel-Wood N-21 54" x 80" Door-Opening ❑ ❑ a CONSULTANT: E-21 48" x 80" Bi-Fold—Panel_268 N-22 (2) 2'-0" x 6'-8" TS6000 Double 8971 y E-22 32" x 80" Door-interior-Single-Pocket-2 Panel-Wood N-23 (2) 2'-0" x 6'-8" TS6000_Double_8971 El 1:1 El __1E-23 60" x 84" Bi-Fold_Panel_268 N-24 96" x 84" Door-Garage-Embossed Panel E-24 96" x 84" Door-Garage-Embossed Panel N-25 42" x 80" Door-Opening ❑ 1:1CONSULTANT: E-25 96" x 84" Door-Garage-Embossed—Panel N-26 (2) 2'-0" x 6'-8" TS6000 Double 8971 El � E-26 36" x 80" Door-Opening N-27 32" x 80" Single-Flush 9C Minute Door N-28 (2) 2'-0" x 6'-8" TS6000_Double_8971 NOTES: ARC -- Door Schedule -- Demolition Door Number Door Size Family Comments E-01 36" x 80" Single-Flush 11 E El E E-02 36" x 80" Bi-Fold—Panel-267 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... E-03 30" x 80" Single-Flush E-04 32" x 80" Door-Opening The E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad GOLDEN MEAN E-06 36" x 80" Single-Flush E-07 72" x 84" Door-Double-Sliding '/ ' GROUPLLC E-08 72" x 84" Door-Double-Sliding ' E-09 60" x 84" Bi-Fold—Panel-268 E-10 36" x 80" Door-Opening \ E-11 36" x 80" Sin le-Flush Architectural Deng 9 Facility Consulting E-12 36" x 80" Single-Flush I I Strategic Planning E-13 36" x 80" Door-Opening E-14 36" x 80" Single-Flush E-15 42" x 80" Door-Opening E-16 48" x 80" Bi-Fold—Panel 268 \ E-17 48" x 80" Door-Opening #1 Mercia Lane 2nd Floor E-18 68" x 80" Door-Interior-Double-Sliding-2_Panel-Wood Greenwich CT 06830 E-19 36" x 84" Bi-Fold—Panel 267 E-20 48" x 80" Door-Interior-Double-Sliding-2_Panel-Wood / E-21 48" x 80" Bi-Fold—Panel-268 / (203) 410-5783 voice E-22 32" x 80" Door-Interior-Single-Pocket-2 Panel-Wood E-23 60" X 84" Bi-Fold—Panel-268 1.61803398874989484820458683436563811772 09 E-24 96" x 84" Door-Garage-Embossed Panel Doors -- A E-25 96" x 84" Door-Garage-Embossed Panel 9m 9` 9olden—meon.com SCALE: 1/4" = 1'-0" E-26 36" x 80" Door-Opening JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 11-1 U01 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: O PEtCH1T,F JR Thi CIO R 0 . • w A Sheet � ` 1 �A DRAWING TITLE: Door Schedules & Details -- Unit A ■ oarm a e - __ Unit 0 0 « !' U ARC -- Window Schedule -- Existing CU CD Mark Type Family Sill Height Commentso 2 E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 6" Ll (D .9 E-02 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 611 .D E-03 2856 Window-Double—Hung-Marvin-Cottage Style-Wood Ultimate 2' - 0" ~ 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" When We Build,Let Us Think Thal We Build Forever.. E-06 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 21 - 011 E-07 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-08 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" OWNERSHI©ACopyrightND USEOFFDOCUMENTS 2022 E-09 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" By Frank B.Ryan,Jr.AIA E-10 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" and E-11 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 The Golden Mean Group,LLC E-12 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" The drawings and all the ideas,arrangements,designs,and E-13 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 plans indicated thereon or represented thereby are owned and remain the property of E-15 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 3' - 611 Frank B.Ryan,Jr.AIA Architect E-16 2630 Window-Double Hung-Marvin-Cottage Style-Wood_Ultimate 3' - 6" and no part thereof shall be utilized by any person, firm,corporation,or entity for any E-17 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 2' - 0" purpose whatsoever,except with the express written consent of E-18 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 Frank B.Ryan,Jr.AIA E-19 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" and The Golden Mean Group,LLC. E-20 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 E-21 2630 Window-Double Hun Marvin-Cotta e St le-Wood Ultimate 3 - 6 _ g- g _ y _ � 11 WI ndows -- A-602.01 CONSULTANT: SCALE: 1/2" = 1'-0" CONSULTANT: ARC -- Window Schedule -- Demolition MarkType Family Sill Height Comments NOTES: E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate Z - 611 E-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 6" 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 31 - 611 E-16 2630 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 31 - 6" 1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,s1o,s87... E-21 2630 Win dow-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 31 - 6" The GOLDEN MEAN GROUP LLC Architectural De�ig Facility Consulting Strategic Planning ARC --Window Schedule -- Proposed Mark Type Family I Sill Height Comments N-01 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 6" N-02 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 61' #1 Mercia Lane 2nd Floor N-03 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" Greenwich CT 06830 N-04 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 N-05 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-06 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 6" (203) 410-5783 voice N-07 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-08 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 1.618033988749894848204586834365638117720309... N-09 2630 Win dow-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-15 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" gmg0golden—mean.com N-16 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 0" N-17 44" x 46" Skylight-Flat JOB NAME: N-18 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 611 Peconic Landing N-19 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate Z - 611 Hermitage II B--Unit#020 N-20 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 6" 1500 Breaknock Road N-21 44" x 46" Skylight-Flat Greenport, NY 11944 DATE: 17-1001 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: ARC -- Window Schedule -- ORDER As-Built: Head Daylight Egress Phase Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window Phase Created Demolished URL Comments PRCHt 44" x 46" Skylight-Flat New Construction None tc, aa .�� cr 44" x 46": 2 co t9 � •' tl: O 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 14 SF Marvin Windows and Doors WUDH3024/36 No 1www.marvin.com I 2630: 16 Sheet No.: A-% 1 —A 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 10 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com 2856: 18 FDetails Schedules & - Unit A Hermitage 11 - Model B -- Unit INT -- Casework Schedule -- Base Cabinets -- A-604.1 un o s Comments Type Mark Family and Type Description Width Height Depth CU 3 E ELEC -- Specialty Equipment Schedule -- A-604.01 ^ Type MarkT Family and Type v #10A B-2 Base Cabinet-Single Door & Drawer: 24" 2' - 0" 2' - 10 1/2" 2' - 0" E-Ir o _ #10A B-6 Base Cabinet-Single Door: 24 2 - 0 2' - 10 1/2 2' - 0 U #10A B-8 Base Cabinet-Double Door Sink Unit1: 36" T - 0" 2' - 10 1/2" 2' - 0" F__ -� COCA O F-- Microwave-Vent Hood When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 O By Frank B.Ryan,Jr.AIA and D The Golden Mean Group,LLC DW I 9 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 p 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: 0 O SCALE: 1/4" = 1'4' #10A #10A U-01 Upper Cabinet-Single Door w Glass-Wall: 24" Long 21 - 0" 31 - 611 1' - 0" 0 O #10A U-02 Upper Cabinet-Double Door w Glass-Wall: 36" Short 3' - 0" 1' - 6" 11 - 011 CONSULTANT: #10A U-03 Upper Cabinet-Double Door w Glass-Wall: 32" Medium 2' - 8" 2' - 0" 1' - 0" #10A U-12 Upper Cabinet-Double Door w Glass-Wall: 36" Long IT - 0" 131 - 6" 1' - 0" NOTES: Range 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... E LDEN MEAN OUP Lac I ■ / Architectural Detig INT -- Casework Schedule -- Vanities -- A-604.1 Facility Consulting � Strategic Planning Comments Type Mark Family and Type Description Width Height Depth J Wall Cabinets -- A-6.04.01 V-01 Vanity Cabinet-Double Door & 4 Drawer: 36" 3' - 0" 21 - 51/2" 2' - 0" SCALE: 1/4" = 1'-0" V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" 5' - 0" 2' - 5 1/2" 2' - 0" #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 11111 INT -- Casework Schedule -- Counters -- A-604.1 Comments Type Mark Family and Type Description Width Height DepthRefrigerator r (203) 410-5783 voice 1.618033988749894848204586834365638117720309... C-0 1 Counter Top-Island: " Dept 31 - 011 41 - 2" gmg@golden—mean.com C-02 Counter Top: 24" Depth 3' - 0" 2' - 1" C-03 Counter Top-L Shaped: 24" Depth 3' - 0" 2' - 1" #10A JOB NAME: #10A C-01 I Counter Top-Island: 48" Depth F , 3' - 0" 4' - 2" Peconic Landing 000 000 Hermitage II B i-Unit#020 1500 Broaknock Road W D Greenport, NY 11944 DATE: 11-1001 SCALE: As Noted INT -- Casework Schedule B --Vanities DRAWN BY: FBR Project Number. 17-257 Comments Type Mark Family and Type Description I Width F Height Depth ` -7' Zoning Approval: I Building Permit: BID Docs: L _ _ J Construction Docs: As-Built: V-01 Vanity Cabinet-Double Door& 4 Drawer: 36" 3' - o" 2' - 5 1/2" 2' - 0" Washer D rye r V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" 5' - 0" 2' - 5 1/2" 2' - 0" Counters -- A-604.01 SCALE: 1/4" = 1'-0" p,RCH't c co KitchenEquipment -- A-604.01 ¢ ° SCALE: 1/2" = 1,-0 No.: A**G4)b— Sheet .0 1 —A See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: Casework & Specialty Equipment -- Unit A r_ Hermitage 11 Model - - e, 0 0 CU c c FLOOR SPAN TABLES FIRE-SAFE CONSTRUCTIONC " ALLOWABLE HOLES � -- -------- L/480 Live Load Deflection How to Use These Tables — -- --- --- o For over 40 ears,prefabricated wood 1-joists and other We eriaeuser building 40 PSF live Load/10 PSF Dead Load 40 PSF Live load 120 PSF Dead Load Minimum distance from Table A Minimum distance from-,able B y p J y g products have established a record of safe and reliable performance depth Uh 1, Determine the appropriate live loaf deflection No field cut holes in is°"round holes may he cut in millions of structures.Many of these structures,such as one-or tWD-family residential dwellins,do not require specific fire-resistance ratings per 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. criteria. hatched zones —�_� �_�._ anywhere in web outside N e 110 16'-11° I- I5'-6" 14'-7" 13'-1" 16'-11' 15'-6" 14'-3" 12'-9" of hatched zone if theyare C_ building codes but may require unrated membrane protection.The information below is intended'to help you specify and install Trus Joist-"products 9K" 210 Ir-9' 16'3" 15-4' 14'-3" tT-9• )6'-3" t5'4" la'-o« 2. Identify the live and dead load condition. 1 a located 3"away horizntally with fire safety in mind. 230 18'-3' 16'-8" 15'-9' 14'-8" 18'-3" 16'-8" 15'-9' 14'-8" 3. Select on-center spacing. ,i 6° U n 6• i, (edge-lo-edge)from a • 110 20'•2' 18'-5" 17'•4' 1 15'-9"{'i 20'•2" 11'-8" 16'•1""' 14'-4"+', larger hole. One-Hour Assemblyfor Rated Construction Suggested Minimum Membrane Protection ,It 4. Scan down the column until you meet or exceed the II 2 x D. D: Closely grouped round L, 1I2x L I �'- -1 gg 210 21'-1" 19'-3' 18'-2' I6'-I1" 21'-I' i 19'-3" 17'-8" 15'-9" _ _z for Unrated Construction tlx/e" 230 21'-8' 19'-)0` 18'-8" I 11'-5" 21'-8' 19'-10" )8'•7" 16'-1"'1' 6• Lr - 4- D, 6" 6" span of your application. minimum holes are permitted if mmimnn' When We Build,Let Us Think That We Build Forever... (applies to all the group perimeter Da not cut hales larger Double layer Single layer 360 22'-Il" 20'-11" 19'-8" ; 18'-4" 22'•11' 20'-11' 19'-8" 11'-10"11) 5. Select TJI' joist and depth. holes except meets requirements for than IJS"in cantilever 560 26'-I' 23'-8" 12'-4" I 20'-9" 26'-1" 23'-8" 22'-4" 20'-9"D knockouts) round or square holes 110 22'-10" 20'-11" 19'•2' 17'-2"{71 22'-2" ; 19'-2" 17'-6.111 23'-)1' 21'-)0'_ 20'-8"-_ 1-18•-10'117 23'-iP --21,-1 19'-2`ii' 46'-7-id General Notes Table A—Ellis Support (Minimum distance from edge of hole to inside face of nearest end support) OWNERSHIP AND USE OF DOCUMENTS 14~ 230 24'-8' 22'-6" 21'-2" 19'-9"11> 24'-8' 22'-2" 20'-3"r'1 17'-6"tr' ! 360 26'-0" 23'-8" 22'-4" ! 20'-9'i1' 26'-0" 23'-8" 22'•4"01 17'40`111 ■ Tables are based on: Depth TJI` Round Hole Size r " Square or Rectangular Hole Size p Copyright 2022 7 560 29'-G" 26"-]0" 25'-4' 23'-6" 29'-8" 26'-10" 25'-4"11 20'-I1"sn+ - Uniform loads. ?" 3" 4" 5' 6h T" 8/a it" 13" ?" 3" 4" 5" 6h 7" 8Va" t1" 13" By 110 25'•4' 22'-6" 20'-7"111 18'-I`0' 23'-9" 20'-7"'„ 18,4"li 15'-0"'n - More restrictive of simple or continuous span. 110 1'-0" I'•6` 2'•0" 3'•0" 5'•0" 1'•0" I"•6" 2'-6" 3'-6" 4'-6° 210 1'4' 1'-6' 2'-6" T-0" 5'-6" F-0° 2'-0" 2'-6" 4'-0" 5'•0' Frank B. Jr.AIA 210 26'-6' 24'-3" _ 22'-6"0a I9'-11''17 26'-0" 22'-6"'" 20'-7'11' 16'-1"+11 - Clear distance between supports B and n J i �' 16" 230 27'-3' 24'-10" 23'-6" 21'-1"11' 27.3' 23'-9" 21'-8"11' 1T-6"ut - Minimum bearing length of IM"end(no web 9�" 230 1'•6" 2'-0" 2'6" 3'-6" 5'•6' f-0' 2'-0" 3'-0" 4'•6" 5'•0" 3} The Golden Mean Group,LLC (3}-1 �5) 2 f �) , ` 360 1'-6" 2'-0" 3'-Q" 4'-0" 6'-0" 1'-6" 2'-6° 3'-6" 5'0" 5'-6' i 360 28'-9' 26'-3" 24'-8'S1i 21'-5"111 28'-9' 26'•3"111 22'-4"(1j 11'-10"111 stiffeners)and 3h intermediate. 560 32'-8" 29'-8° 28'-0" 25'-2''71 3?'-8' 19'-8" 26'-3'i11 20'-11"111 560 !'-6" 2'-6" 3'-6- 5'-0" 1'-D" � 2'-D" 3'-0° � 4'-0" 5'-6' 6'-Q" ■ Assumed composite action with a single layer of 110 V-0" 1'-0" F-6" 2'-0" 2'-6" T-0'_ 5'-6" V-0" 1'-6" 2'-0" 2'-6" 4'-6" ! T-0" 6'-0" The drawings 1. 48/24 tongue-and-groove,span-rated sheathing(Exposure ),glued with a 1. Appropriate span-rated sheathing(Exposure 1). 24"on-center span-rated,glue-nailed floor panels 210 Y-0" 1'-6` 2'-D" 2'•0" T-D" T-6` 6'-0" F-0' V-6' 2'-6" 3'-0" 5'-0" 5'-6" 6'•6" and all the ideas,arrangements,designs,and subfloor adhesive and nailed. L/360 Live Load Deflection (Minimum Criteria per Code) for deflection only.When subtlearadhesive is not 11Ys' 230 1'-0' 1'-6' 2'-0" 2'-6" 3'-0' T-6" 6'-6" V-0" 2'-0- 2'-6' T-6" 5'-6" 5'-6' T-0' plans indicated thereon or represented thereby 2. TJI°joist 2. Two layers of s/"Type X gypsum board complying with ASTMC1396 or two layers applied,spans shall be reduced 8"for nails and 360 F-6" 2%0" T-0- T-6„ 4'-6- 5--0- ! T-OY 1,-6' T-63'-6' 4'-6" 6'-6" 6'-6" 7'-6' ___ -__,_ are owned and remain the property of 3. Single-layer of Ili" m 40 PSF live Load/10 PSF Dead Load 40 PSF Live load/20 PSF Dead Lead of 4r"Type C gypsum board. gypsum hoard Depth Tl! „ " „ „ 12"f or proprietary fasteners. 560 1-6 2-6 3.0 4'-0" -5'-6'- 6'-0 8-0 2-6 3'-6"-1 4'-6' S'-6' 7'-0" T-6" 8'-0" Frank B.Ryan,Jr.AIA Architect Y 12 o.c. 16'n.e. 19.2 o.c. 24 C.C. 12 o.c. 16 o.c. 19.2 o.c. 24o.c. 110 F-0" F-0" i'-0" F-0" 1'-6" 2'•0' 1 T-0" 5'-6" F-0" Y-0" Y-6" 2'-0" T-6' 4'-0' 6'-0' 8'-0" and no art thereof shall be utilized b an 3. Tot^joist 110 18'-9' 17'-2" 15'-8" 14'-0" 18'-1" 15'-8" 14'-3" 12'-9" • For continuous spans,ratio of shod span to long P Y Y I ?l0 I'-0" 1'-Q" 1'-0" I'-6"_ 2'-D" 2'-6" 3'-6" 6'-0" 1'-0" 1'-D" 2'-D" 2'-6" 4'-0" 4'-6" 6'-6" � 8'-6" person, firm,corporation,or foran 9Yz" 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" Y-0" 1'-0" 1'-6" 2'•6" 2'-6" 1 4'-0" T-0" F-0' Y-0" T-D" T-0" 4'-0" 5'-0" T•0" 9'•0" P P Y Y 4. 344"-thick glass liber Insulation(optional) 230 20'-3' 18'-6" 11'-5" 16'-2" 20'-3" ! 18'-1" I6'-6" 14'-9" purpose whatsoever,except with the express • Spans generated from Weyerhaeuser software may 360 1'-0" 1'-0" !'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0' 1'-0" I'-6" 2'-6" 4'-0' 6'-0" 6'-6" 8'-D' � 9'-6" 110 22'-3` 19'-4" 11'-8' 15'-9't1i 20'-5' IT-8" 16'-1"11) )4'-4"111 written consent of 5. Resilient channels(required if insulation is used,optional if insulation is exceed the spans shown in these tsbles because 560 F-0" Y-0" 2'-0' 3'-D" 4'-6' S'•0" 6'-6' 9'-0' 1'6" 3'-0" 4'-0" 5'-0' T-0" T-6' 9'-0' !0'-0" omitted) 210 23'-4" 21'-2' 19'-4' 17'-3'(11 12'-4' 19'-4" I7'-8" 15'-9"iII 210 1%0" 1'-0" 1'-0" 1'-0' 1'-0' F-6' 2'-6" 3'-6" 6'0" 1'-o' Y-0" F-0" 2'-0" Y-0" 3'-6" 6'•6" W-0" II'-0" Frank B Ryan,Jr.AIA software reflects actual design conditions. Jnterteklistings: 11Yt" 230 24'-0" 21'-)1" 20'-5" _ I8'-3" _ 13'-T 20'-5" 18'-7" 16'4"(11d 360 25'-4' 23'-1" Z!'-JO" 20'-4'el' 2S'4" 13=1r 11=10"rr IT'-ID'rll ■ For mufti•famif a lications and Itfler feadin 16" 230 I'•0" 1'•0" 1'-0' 1'-0'_ I'•6" F.G.I'•6' 3'-0" 4'-0" T-D" 1'-0' 1'-D' 1'-0' 2'-0" 3'-6" 4'•0" T•0" ; 9'-0" I1'-D" WNR FCA 60-01(no channels} y PP g 360 1'-0" I'•0" 1'-0" 1'•0" 2'-6` 2'•6" 4'•6' 6'-6" 9'•0" t'-0" 1'-0" F-6" 3'•0" 5'•0" 5'•6" 9'-Q' , 10'-0" it'-6" The Golden Mean Group,LLC. WNR FCA 60.03(with chap tell) 560 28'-10' 26'-3' 24'-9" 23'-0" 28'-10" 2S'-3" 14'-9" 20'-11"+r' conditions not shown,refer M Weyerhaeuser 550 1'4' 1'•0" F-0" Y-0" 2'-G' 3'•0" 5'-0" 7'-6" 10'•0" 1'•0" 2'•0' T-0" 4'•6" F-6" 7'•D" 10'-0" - il'•D" 12'•0" 110 24'-4' 21'-0" 19'-2" 17'-2"'n 22'-Z" 19'-2" 17'-6"" 15'-0"iD software or to the load table on page 8. Table B—Intermediate or Cantilever Support 210 26'-6' 23'-1' 21'-1' 18'•10"07 24'-4' 21'-1" 19'-2"11' 16'•1''''1 pp CONSULTANT: For more informadon onfireassemblies and fire-safe construction,please refer to 1h e Weywrhaeuser Fire-Rated Assemblies and Sprinkler Systems Guide,T1-1506, 14" 230 17'-3' 24'-4" 22'-2" 19'-10"117 25'-8' _ 22'-2" 20'-3'111 I7'-6"1u (Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support) or visit Weyerhaeusercom/woodproducts. 360 28'-9' 2b'-3" 24'-9"t1 21'-5'11' 28'-9" ?8'•3"rlr ul uI 22'-4" 17'•10" Round Hole Size Square or Rectangular Note Size 560 32'-8` 29'-9' 28'-0" 25'-2`11( 32'-8" 29'-9" 28'-3"ill 20'-ll"111 depth Tlh 4" 5" 614" 1~ 8% 11" 13" 2" 3" 4" 5" 6Ya" 7" 8Va" 11" 13" 110 26'-0" 22'•6' 20'-7'''' I 18'-1"0u 23'-9" 20'-7"ill 18'•9 X11 15'-0''1' 110 T-0" T-ti" T-6' - 4'-6" 7'-6" 1'-6" 2'-6" T-6" 5'-6"_ 6'-6" !___ TIPS FOR PREVENTING FLOOR NOISE 210 28'-6" 24'-8" 22'-6"111 19'-11'f1i 26'-0" 22'-6.11) 20'-7.111 16'-7"f!' true load deflection Is not the only tactor thataBectshowaPoorwillperform. 210 2'-0" 2'-6° 3'-6' S'-0" 8'-0" 2'-0' 3'-0" 4'-0" 6'-6' T-6" 16" 230 30'-1" 26'-0" 23'-9" ! 21'-1"M 17'-5' 1 23'-9" 21'-8"1u 17'-6"rl' To more accurately predict floor performance, 9%, 230 2'-6• 3'-0' 4'-0' 5'-6" 8'-6" T-D" T-6" 4'-6" 6'-6" 1'-6" Trus Joist%TJI`'joists are structural) uniform and dimensionally stable,and they resist shrinking and twist fig.This helps prevent gaps from formin around the nails 360 31'•10" 29'-0" 26'•10'111 21'-5`(U 3V-10" j ?t;'-10"rl� 22'-4"ff1 17'-10"117 use our V-Pro'"Ratings. 360 T-0' 4'-D" T-6" 6'-6" T-D" T-0" 4'-6" 5'-6' 7'-6" 8'-0• CONSULTANT. Y gP P g P g m ai nr ai n - 4'-0' 5'-6" 6'-6" 8'-0" 9'-0' between the)Dist and the floor panels—gaps that can potentially cause squeaks or other floor noise.Using TJh joists can help you build a quieter floor.but only if the 560 36'-1" 32'-]1" 31'-0" I 25'-2" 30'-1" i 31'-8" 26'-3" 20'-11"' 560 3'-b' ; 5'-0" 6'-0' T-6" 10'-0" I entire floor system is installed properly.This is because other components of the floor system,such as hangers,connectors,and nails Can be.a source of floor noise. (1)Web stiffeners are required at intermediate supports of continuous,span joists when the intermediate bearing length is less 110 1'4' Y-0" F-6" 2'-6" 4'-0" 4'•6" 8'-6" I'-0' 1'-6" 2'-6" 4'-0" T-0'_ 7'-0" 9'-6' than 5!4`and the span on either side of the Intermediate bearing is greater than'he following spans. 210 1'-0' 1'-D" 2'-D" 3'-0" 4'-6' 5'-0' 9'-D" I'-0" 2'-0' 3'-0" 4'-6' 8'-0" 8'-0" 10'-D" Properly Seat Each Joist Use Adhesive and Special Prevent Shrinkage Avoid"Shiners" a 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load)20 PSF Dead Load 11% 230 E'-0" T-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0' 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6' I Til 360 2'-0' 3'-D" 4'-0' 5'-6" T-0" T-6" 11'-0" T-0" T-6" Y-0" T-0" 9'-6" 9'-6" lr-o" f in Hanger Nailing When Needed 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. 560 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6' 12'-0' 3'-0' A'-6" 6'-0" 8'-0" 10'-6' 11'-0" 12'-0" ' ( I 110 19'•2" _L5'4 ]9'-1"— 16-0" 12'-9" NOTES: 110 1'•0" 1'-0" 1'•0" I'-0" � 2'•D" 2'•fi` 4'-6" 8'-b" 1'•0' _ ]'-0" 1'-0' 2-6° 5 0" 6'-D 9'-0' 12'•0' 210 2]`-4' 11'-O' 21'-4" I7'-9" 14'-2" I Construction _ _ 210 1'-0" 1'•D' 1'-0" 1'-0" 2'•6" 3'-0" 5'•6' 9'•6" 1'-0' 1'-0" 2'-0" 3•6" 6'0" T-0 10'•0" 13'-0' adhesive Movement 230 Not Req. Not Req. Not Req. 19'-2" Not Req, Not Rep. 19'-11" 15'-11' - 14" 230 I'-0" 1'-D" 1'•0' 2'-0" 3'•G" 4'-0" 6'•0" 10'-6' F-0" 1'D" 2'•6' 4.0" 6'-6" 1'•6" II'-0" 13'-6" r" 360 24'-5" 19'•6' 24'•5" 20'-4" 16'-3" 360 P-D" 1'•0" 2'•0" 3'-6" 5'•6' 6'-D" 8'•6" 12'-6" F-13" 2'•0" 4'•0" 5'-6' T-O" 10'•0" 12'•0" 14'-0" 560 29'-10" 23'-10' 29'-10" 24'-10' 19'-10" J 560 1'•0" 1'•0" 1'4' 3'•6" 5'•6' W-15" 9'-6" 13'-6' l'•0" 3'•0" F-0" V-6" 10'-0* Y-6' 13'•6' 15'-D" Gans develop as \� • long-t"rm deflection under dead load,which includes the effect of creep,has not peen considered.Bold italic spans reflect 210 i'-0" 1'-0" t'-0" 1'-D" 1'-0" 1'-0" 3'-6" 6'•0" 10'-0" I'•0" 1'-0" 1'-0 I'•6" 4'-6" 5'-6" 10'-0" 72'•6" 16'-0" sheathing shrinks Shiner initial dead load deflection exceeding 0.33". 230 P-0" 1'•Q" Y-D' 1'•0" Y-fi" 2'•0" 4'•0" 6'•6" 11'-0" 1'-0" 1'-0" 1'•0" 2'•6` 5'•0" 6'-0" 10'-6" I3'-6' 16'-6° Dab subneor adhesive Bend tab i 16" 360 1%0" V-D" V-0' 1'-0" 3'-0" 4'•0" 6'•6" 10'-0' 13'-6" 1'-0' 1'•D" 1'-0" 4'-0" T-6" 8'-6" 13'-0" 14'•6" lT-0' in seat of hanger' aTd fasten 566 1'-0" I'-0" V-0" r-o" ! 2'-6" 3'-6" T-0" I1'-0' 15'-0" V-0' F-0' 3'-6' 5'-6' T-0" 10'-0" 14'-fi` 16'-0" 181•0" I I • Rectangular holes based on measurement of longest side. Seat the joist tight to the bottom of the Nall Interior partitions to the joists when Keep building materials dry.and property Exercise care when nailing.Mails that hanger.When using hangers with tabs, possible.If the wal can be nailed only to glue floor panels to the joists.Panels barely hit the joists(shiners)do not hold General Notes bend the flange tabs over and nail to the the floor panel,run a tread of adhesive' that become excessively wet during the panel tight to the joist and should 00 NOT 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... Tih joist bottom flange.Placing a dab under the wall and either cross nail,nail construction shrink as they dry.This be removed.if left in,the nails will rub ■ Holes may be located vertically anywhere within the web.Leave Vo"of wen(minimum)at top and bottom of hole. DD NOT cut holes in cantilever of subtfoor adhesive*in the seat of the through and clinch tight,or screw tightly shrinkage mayleavegaps that allow the against the side of the joist when the ■ Knockouts are located in web at approximately 12"on-centre;they do not affect hole placement and may be cut or O NORange. reinforcement. hanger prior to installing th.e joist can into the wall from below. panel to move when supped on. panel deflects. located in the hatched zone. reduce squeaks. . For simple span(5'minimum)uniformly loaded joists meeting the requirements of this guide,one maximum = The size round hole may be located at the centre of the joist span provided that no other holes occur in the joist. ] GOLDEN M EJAN For more Information and tips on how to prevent floor noise,refer to the Weyerhaeuser a Distances are based on the maximum uniform loads shown in this vide.For other load conditions or hole 'Weyerhaeuser recommend.using a subfloor adhesive that has b.--o qualified as ar of Floorg ' Z Class 118 in..Type P/0 suhflner adhesr;e m accordance with AS1M D3498-19. Prevention and RopaontacturWe System Squeaks re preseat Resource Sheet,9009. configurations use Forte6VE6111 software or contact your Weyerhaeuser representative. D ,a or tontact your Weyerhaeuser representative. Seepage 24 for how to use these tables and General Notes. G RO U 1 LLC Trus Joist'TJI'Joss!Specteer's Guide(Canada) "'NCCC TJ-45CO I lanuary 2022 Trus Joist"TV Joist Specter's Guide TJ-4000 I August 2016 Trus Joist Lr'Joist Specifer's Guide(Canada) iFd NECC TJ-4500 ) January 2022 3 7 16 i Architectural Desig Facility Consulting Strategic Planning SECTION 3: DESIGN INFORMATION FOR ALL JOISTS , . ' : RIM BOARD SELECTION AND INSTALLATION FLOOR DETAILS ' This section contains framing details and design information applicable to all Jolst depths shown in this guide. Exterior Deck Attachment Blocking panel: Load bearing or braced/ Blocking panel: Plate nail PA'TI"Rim Board Structur�!exterior 1�"TY,Rim Board shear wall above(must 14"TI"Rim Board load bearing wall above No load Gearing wall above TJI0 Joist Floor Framing (with depths 516'), sheathing (with depths s IV), stack over wall below) (wilt depths s 16'), (must stack over will below) Joists must be laterally supported at cantilever and ly'or IW'TimberStrrndl 1'/a"or IYr' 1I"or 1'h` 42,0,minimum i end bearings by blocking panels,hangers,ar direct LSL,or TIE•foist TimberStrand'LSL TimberSlrand"'LSL, sh blacks TIfbridging joist floortrrmid-s pa nblock not require attachment to a rim board or rim joist Flashing or Tl foist #1 �n a re i a Lane 2nd Floor bridging or mid-span blocking f Rim board joint between joists_y " " 2x led }i Greenwich, CT 06830 Toe nail _ /i"• f, IVB Tl"'Rim Board ')deb stiffeners required on both sides (with depths s 16").1�S"or web stiffeners required on it BVI ONLY.See footnote(1)under (it depths) 16")ndl,LSL both sides at AiW ONLY Web stiffeners required on both sides Staggered baits / at 82W ONLY,See footrote(1)under span tables. f,N, Attach blocking per fastening Instructions in Detail Al Web stiffeners required cnboth span tables. (203) 410-5783 voice sides at BI1V ONLY.See footnote � P Blocking panels may be required with Flo cAIng panels may be required with •.�i r. n i Shimmed Deck Attachment (1)undcrs an tables. • i Weh stiffeners required on iy; I .;; braced/shearwaflsabove orbelow— braced/shearwalls above orbelow— Plate nail both sides at OV ONLY Siding `�. ? j I " see detail B1 .' sea detail el 1.618033988749894848204586834365638117720309... "•a' --- - ----- ---- - — i Weather-resistive homer -----------____-- _.. i _ -- -- -- -- - 2 Flashing Ram-to-joist nail Iii"TI""Rim Board Flush bearing plate required. Load from above m �i olden-mean.com Maximum%'overhang q 9 9 IW (with depths s 1 LSLDpermitted at beam. 11/a or 1,9 TimberShand"LSL� .•I ;�• Washers or prefab spacers to 1 allow for drainage.Maximum , �� ;;ll JOB NAME: I Toe nail airspace is 44".Add sealant. /a.. Safety bracing 0x4 minimum)placed at �� T hanger mountop [ 1' Vir" 1 11'on-centre(6'on-centre for TIP'110 T11'a rim joist Staggered bolts Peeon is Landing joists)and extended to a braced end j ' Face mount Treated 2x_ledger i` ` wall.Fasten at each joist with two J hanger 8d(0.113"x 1h")nails minimum. w>, i Must have 13111"minimum joist bearing at ends.Attach rim Structural exterior sheathing '. ' / 2x4 minimum squash blocks, Hermitage 11 B--Unit#020 Web stiffeners required it sides of joist per fastening instructions in Detail A3. � match bearing area of column above structural sheathing __-_-I Treated sill plate hanger do not laterally support at 1500 PreaknOCIC Road Protect untreated wood b`:� least Va'of TJh^gist trip flange from direct contact See Exterior Deck Plate nail,lyrically 2x4 or 2x6 stud wall a Use 2x4 minimum squash blacks to transfer with concrete Attachment on r ) l6d(0.148"x 3'/<")at 16"o.c. i -- load around Tit'joist Greenport, NY 11944 I1./z'knockouts page 26 (6"o.c.at braced walls) Web stiffeners on both at approximately �' sides at A3W ONLY -- - ----- .J x,.114 a t - 12"on-centre tij 'F' 'f% , Deck nail,typically I / when ane) Ledger Fastener"'Factored Resistances See Allowable Notes X 8d(0.131'x Zreo'l of 6'ox.� P Fastener Spacing for TIM Joists 'A rt?�1f ! f$ :J. r ; thickiess on pages 16 and 24 _ .-,_.. a.. Factored Resistance load"1(lb0holt) Rim board to Tll"last exceeds A', trim 14"Throug will 1 r-1UU1 h dolt Closes)On-Centre Spacing per Row DATE: 11/a"TY1 Rim Board sheathing Rim Board Material IV lag Bolt %"Through Bolt w th Air Space 8d(0.113"x 2!4"). SCALE: As Noted TJI®Joist Nailing Requirements at Bearing (with depths<16").VA*or longue 1'76"T)eRim Board") 8d(0.131"x2W), lOd(0.148"x3"), DRAWN BY: FBR g Q g I.F TrmbetStrand"LSL at rim board 114"TimberStrantl�lSl 885 1050 890°i Tilea .x .) 12d(0.148"x 3Yi1, 16d(0.162"x 3h") lOd( 128 3 16d(0.135 x 3;4°) Protect Number: 17-257 TJh Joist to Bearing Plate Toe nail,16d(0.148"x 3'/a") 1'h"TimberStrand'nLSL 980 1,050 12d(0.128"x 3Y<") g Squash Blocks to TJI Joist at 6`o.c. One 8d fQ.113"x 21h')nail each skis.Drive nails (load bearing wall above) \ \TJr,joist spinning in (1) Corrosion-tesistant fasteners required in wet-service applications 110 aad210 4" 4`"' E' Rim board to TJrA mist/' -• 1 g Zoning Approval: 1 either direct on (1) Factored resistance determined in accordance with ASTM 7672. 230 4" 4.121 E' Building Permit: It"TJ'Rim Board(with depths s 161). at an angle at least 1V•"from end.For TJI-,560D, Wall sheathing----- 360,560 and 5600 3" 4"," E" P/4"or,W TimberStrandl LSL use(0.131"x 3")nails. tT111"Joist l3) 1 ax u Poi*Board aairsallowed with joist depths s 16'only. BID Docs: - to plate (4) Maximum S�"shimmed air space. a t ' (1)Stagger nails wh.n using Von-centre spacing or fess and maintain 11'joist and panel edge distance.Gale new of Construction Docs: lasteners is permitted Itwo at abutting panel edges)for diaphragms far other applications,muttip'e rows of fasteners As Built: One(0.131"x 3")nail Web stiffeners req-tired on are permitted if the rows are offset at least V"and staggered. into each flange both sides at A3W ONLY General Notes (7)Can be reduced to 3"on-centre for light gaup"steel straps with 10d(0,148"x 1;%")nails. Shear transfer naJlin: I h"Tl^"Rim Board fw it g depths s 16`).I V4"or)Vr' ■ Maintain 2"distance(minimum)from edge of ledger to fastener.Stagger bolts. • Maximum spacing of nails is 18"on-centie for joists s 16'deep;24"on-centre far joists>16"deep Use connections equivalent to TimberStrand"x'LSL Poor panel nailing schedule - �� • Local building codes may require through bolts with washers. • 14 gangs staples may be substituted for Bill(0.113-x 114")nails it minimurn penetration of V is achimil �KL �R --I I-- -••( I-- l;, ■ Lateral restraining connections may be required, • table also applies to the attachment of TJI'rim joists and blocking panels to the wall plate. '� Ivr"minimum bearing 31h"minimum intermediate bearing; ! � j' ■ See Weyerhaeuser's Rim Board Specifier's Guide,T1-8500,for more information. S.R1",gl, Cyj Ilk at end support 51/1"may be required for maximum capacity ---- - -- - - - -- � •?� in t •k \. Installedon a arrow ace Rim to TJh Joist Top View - - -- - - — Nails th N F n)1 Tl TJI 560 or 5600 Closest On-Center Spacing per Row ; ' "Rim Board is allowed with joist depths s If"only Vertical Load Transfer at Bearing . fluor foist g �, (2)Can be reduced to 5'on-centre if had penetration into the narrow edgn is no N 1'As"Tl a Rim Board(with depths s 16"), „ Nail Size i " ,• ") TimberStrand LSL 1,14"1or 11 J5" joist:Strands LSL rim board,or Th 5611 or 5600 Uniform load(PLF) Concentrated (tl Capacity is based on calculation. t h Ti Rim Board 1 V4" 1li" more than II"(to mimmate spknmg). rim joist De th load(lbs) (21 Capacity It limited to a maximum of 521 psi in accordance with ASltd 07672. (3) Can be reduced to(t on-centred nail penetration into the narrow edge is .� TIP 110 rim joist: Thenad with -------.---- -------- -------- Sd(0.113"or 0.131"x 2K"), 6' 4" 3' no more than iii"fro mmunizesplittmg). J►One(0.131'x 3")nail Into each flange Rim or Blocking Material 975" 11 r/e" 14" ' 16° 18" 20" 22" 24" All De the •values may oet be increased for duration of Inad. lOd(0.1?8"x 3"),12d(0.128"x 3Y."j 52-11 (11.131"x 3")rails,i)ne each Also tee detail 82 on page 17. ® • To minimize splitting.maintain edge distance and row spacing of 214 x nail O side of TJI"joist Ilange Tll rim Joist 3.460 2.250 2.475 - l Od{0.148"x 3"),12d(0.148"x 3Y,"1 b` 4' 3' diameter or 3/",whichever as greater.h!ulhpfe m+rs must he stagperpd and V111210,230,and 360 rim joist: iVa"Th Rim Board 7,045'1! 6.625 5 800 - - - - 4,930 16d(0.162"it 314") 16"21 6"'11 6''1- equally spaced from the centreline of the narrow,face axis. --I t-- One(0.131`x 31a")nail into each flange 114'TimberStrands LSL 1,830"' 7,250 6,290 5,365 4,580 3,930 5,450 (0.131"x 3'-31h") 6' 4' 3` • 14 gauge staples maybe subst luted tar Bit(D 113'x 2!4")nails MP: 135'minimum T-f='S6D or 5506 d minimum penetration of 1'is achieved• Sheet No.: A791 . 08 rine last 114'TimherStrand LSt 9.395 9,250'8.325 7,350 6+440 6,555 bearing Locate rim board Joint between joists Also ses nailing requirements on page 15. Also see ii requirements on page 25. t..� a4,� DRAWING TITLE: Trus Joist'TA'Jots Sprciher's Guide(Canada) NECG TJ-45 Co l lanuary 2022 Trus Joist TJI'Joist Specitier's 3uide(Canada) �'+ECC TJ-4500 I January 2022 Trus Joist'T1I'Joist Speciher's Guide.(Canada) �ir'NECC T14500 I January 2022 2s 2s 27 LVL Details DV -- LVL Details SCALE: 12" = 1'-0" U _ Cl) v Hermitage 11 - Model B Uni a M � o O °° a° e o C� 11 ,. ♦V wa) c 3' (3 0 cin (1) fC> ci -C-7 !T a� � When We Build,Let Us Think That We Build Forever... a -tr' OWNERSHIP AND USE OF DOCU"^ENTS © CopBght 2022 41 -" Frank B.Ryan,Jr.AIA and ° ! The Golden Mean Group,LLC 1 I The drawings and all the ideas,arrangements,designs,and I 3 plans indicated thereon or represented thereby are owned and remain the property of m ! I Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any a a i purpose whatsoever,except with the express i written consent of Frank B.Ryan,Jr.AIA and # The Golden Mean Group,LLC. L i CONSULTANT: I, F t 1 i 2 ' -802.0 ! I CONSULTANT: — - -- — — —..— -- — -- — I - 2.0 ° s NOTES: 80 ° 4 F" 1 3 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377, 610,987... -802.0 i The ' GOLDEN DEAN -802.0 GROUP L« I Architectural Desig Facility Consulting Strategic Planning rol l I i ##1 Mercia Lane, 2nd Floor Greenwich, CT 06830 4 � I -802.0 i I 5 -802.0 I i (20)) 410-5783 voice jil 3 ! I. I: -802.0 1.618033988749894848204586834365638117720309- I• - - _ - - - - - - - - - _ - - -' J a g ngCgolden—mecn.com - - - - - - - - - - - - - - - - - - - - - - - - - JOB NAME: Peconic Landing 1 Hermitage II B--Unit#020 I 1500 Breaknock Road Greenport, NY 11944 I i DATE 1 r-1uu1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 r Zoning Approval. I Building Permit: t BID Docs: I ® Construction Docs: As-Built: i i�Y�,✓C� N.1 � .9 True North v` y��,0w Footin= -- DemisingPartition Sheet No , � SCALE: 1/4" 1'-0" , `` "� DRAWING TITLE: Project North 1-HR Demising Partition -- Unit AB U J B, Hermitage 11 — Model B -- Unit #020a 0 cD L o E CB E Cll w� 0 N � OCJ /n C Cl) 2 When We Build,Let Us Think That We Build Forever.. i '. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By Frank B Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings - _ and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any _ purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. -- CONSULTANT. !:I-Ou/.UX CONSULTANT: NOTES: 2 -802.0 _ ❑' 21,34,55,89,144,233,377, 610,987... -802.0 The Step GOLDEN MEAN 1 _ GROUP LLC _ Architectural Desig Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5783 voice II 1.618033988149894848204586834365638117720309... gmgC'goldPn—mean com — — — — _- JOB NAME: ' Peconic Landing ❑ - _ - -- c ��? Hermitage II B--Unit#020 ---= ---- - -=-=-- -- _- 1500 Breaknock Road _ - Greenport, NY 11944 DATE: 1 r-]ou1 SCALE: As Noted DRAWN BY: FBR Project Number: 17 257 ' . Zoning Approval: • Building Permit: " _• ' _ -• BID Docs: Construction Docs: As-Built: B.RY,gN Cy�� True North - Sheet No: ��K 1 1�'�P O Level „1 ,-N Demising Partition DRAWING TITLE: V�J V. SCALE: 1/4 - 1 -0 Project North 1-HR Demising Partition -- Unit AB J;C:Lrm ■ cModel _ Unit ? -�'fi oN is o E ca co a, C o Demising Wall Locations. o Frame walls from Foundation To Underside of Existing Roof Structure Throughout. - When We Build,tet Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS @ Copyright 2022 -- - - - --- --- - By Frank B.Ryan,Jr.AIA and -- - - - _ The Golden Mean Group,LLC The drawings Roof Joist and all the ideas,arrangements,designs,and Blocking plans indicated thereon or represented thereby - Roof Joist are owned and remain the property of __- ----- - -- Blocking Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA The Golden Mean Group,LLC. Roof Joist P. Blocking - CONSULTANT: Roof Joist Blocking - R-23 Batt Insulation CONSULTANT: - - -= Fireblocking Fireblocking < @ 4'O.0 NOTES: @ 4'O.0 Vertical, Typ. - -- -- u _ - _ - - Fireblocking Fireblocking Vertical, Typ. - _ - @4'O.0 @4'O.0 I -- -—- - - Vertical,Typ. - Vertical,Typ. R-23 Batt Insulation R-23 Batt R-23 Batt -Roof Joist Blocking Insulation insulation - 0,1,1, 233,377,610,987... The Ceiling Joist GOLDEN MEAN Blocking - -Ceiling Joist .Ceiling Jois Ceiling Joist - - GROUP LLC Blocking - + Blocking - Blocking Ceiling Joist - Blocking {" ! R-23 Batt Insulation Architectural Desig R-23 Batt R-23 Batt R-23 Batt R-23 Batt Facility Consulting Insulation Insulation Insulation Insulation - Strategic Planning Fireblocking j = ' Fireblocking 7�- @ 4'O.0 @ 4'O.0 Vertical,Typ. Fireblocking Fireblocking/ Vertical, Typ. Fireblocking @4'O.0 @4'O.0 - @4 O.0 #1 Mercia Lane, 2nd Floor j Vertical, Typ. Vertical, Typ. - Vertical, Typ. < Greenwich, CT 06830 1 F'(203) 410-5783 voice { 1.618033988749894848204586834365638117720309... i \ Floor Joist grog@golden-meon.corn Floor Joist Blocking - \ Blocking - Floor Joist _Floor Joist Floor Joist JOB NAME: Blocking - Blocking Blocking _ Peconic Landing 77 Hermitage II B--Unit#020 n� 17 1500 Breaknock Road Greenport, NY 11944 A° DATE: 1/-1u01 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning BuldinApproval: gPermit BID Docs: Construction Docs: As-Built: 1= 11=_= = I = _� 11= I =_ I = _ I I 1= == I =1 1 I I-1 ► I _ 1= - I I- I _= RSH, - — — 1 11= 1 11= 1= I = I = I 1= 11I== 1 _ 11=� 1 = I =. -1 I = - =1 =1 =I I - — I I �- 0• co Sheet No.:)80289 Vffl Section 3 Section 43 -SSCA-eLction 5 Section 6 Section 7 DRAWING TITLE: SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" E: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" Demising Sections -- Unit AB U _ Cl) ti Hermitage (D M g x � rn ..................»......»..............»...«...........»«...................«......................»«...««........»..........»...............«»..»«»..»«»...«.»...«.»...«.....»...........«........«...........«................»..«................».«..»..................»............................»......... -Z3 2 hr. Wd Stud-2 layers 5/8"SHEETROCK Brand gypsum N/A panels, FIRECODE core, or SHEETROCK Brand gypsum aD 6" panels, water-resistant, FIRECODE core, ea side-2 x 4 _ 16"o.c.—base layer att with 1-7/8" nails 6" o.c.—face .... .......... .......... ..... ............... .......... ..... ... layer aft with 2-3/8" nails 8"o.c.joints fin—ULC Des U301 When We Build,'Let Us Think That We Build Forever... – wt. 12 — - OWNERSHIP AND USE OF DOCUMENTS Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC Roof Joist Blocking - 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 utilized by any person, firm,corporation,,or entity for any gypsum panels appl vert with 4d ctd nails-1/2" panel 53 Based on 5/8" lamin. purpose whatsoever,except with the express 5 n face layer striplamin-1/2" SHEETROCK Brand sum FIRECODE C core face written consent of y gyp Frank B.Ryan,Jr.AIA i' panels, FIRECODE C core-2 x 416"o.c.joints stag &fin layers & 1-1/2"SAFB and :..,.....: ..,.....:..:•. The Golden Mean Group,LLC. —perimeter caulked—est fire rating based on UL Des U305 —USG-221-ST-G&H Roof Joist wt. 8 R-23 Batt Blocking CONSULTANT: Insulation - ««»»..»..«..».».»..»...«.»..«...«..«.«..«.»..»..»...«.»..»..»..»..»..«..»..»...«.»..«..«.»..»..»..»..»..»..»..»..»..«.«..».»..»..»...«.»..»...«.«...«..«..«.«......«..«.«..»..»..»..»..»...».»..»..»..---».....-----....»...............»-...--------....».......... i I I i CONSULTANT: : UL305 1-HR Partition Q Dernising Local.- fans. Fireblocking 2x4 Stud %vf 5!$"Type X @ 4'O.0 GB Each Side_ Vertical,Typ. NOTES: Provide accoustiGal batt U — Insulation Throughout. I _ i Fireblocking @4'O.0 Vertical,Typ. - Finish Floor i - r R-23 Batt g Insulation Existing 2x10 Floor Joists 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... , till 314" Pttjwood Subtfoor. Provide 0 Batt att t_-�n_s_�iIIIu_t—a�I�� ti__-o__-�{I'�-n Ceiling Joist Throughout. Blocking ��-�iII,--_I1II_;�fi__III___II-_�v._.tIII._.—_-iIIi..-�_.i_II!_;�;'iE__�III_�_I.:°_a.r.•k�i•,f1;. ..,:�::1.f.•';—s.�__-.�+'_I.�__•.'i:a'y;•d:...'-da,�.�IIII1lrI1u.�a.:�.'+.-•+.-"i�'+:,.-,:�4':.'•••.ai...'- ■te¢.'4.•.i a'�.-+.y$:',;.'.■,'�■+�°....'•-.•y 4.�..,4',"+.':.-.•.'.�".,.ed.'ey,'.:1 O�8.i{l�P•IIIl I.•d_;'...;!-y:,,',+�",,¢'•��,:�r.. ".-�f_I__,..._I_.''�_.4.s-.?Yi_.-.'I_w�•y'-•._f�:...-�.;.'I I-.•++^_-.�_`__iI__��_—�f!f--^�I1� •III-__�-_!I1I.- _-rtIfI,__�.�-�o,;is:_'--=e—'i,_:•"-'� __—!_II—___• " The Ceiling Joist Blocking O�B; L �D E° � N a•M� lE. A A,N GROUPLLC Ceiling Joist Blocking R-23 BattR-23 Batt Insulation Insulation Architectural DC e k i g Facility Consulting R-23 Batt Strategic PlanningInsulation Drill New Anchor Bolts 4'-0 o.c.Fireblocking @4'O.0 @4'O.0 Vertical,Typ. Vertical, Typ. Existing Concrete d Fireblocking Foundation tJ! #1 Mercia Lane, 2nd Flo o r VVINF- Vertical,Typ. Greenwich, T06830 (203) 410-5783 voice 1.61803398874989484820458683436563811772030 4 om .At an exposed Foundation walls. Blocking Floor Joist Joist PfOYIdP 2" Rigid Insulation �golden-me -avide Footing Key JOB NAME:Floor Joist e �rAll. NFootings (3) #3 Rebar.Blocking Peconic Landing 17 Hermitage 11 B- Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 17-1001J sSCALE: DRAWN BY: FBR Project Number. 17-257 77 Zoning Approval: Building Permit BID Docs: Construction Docs: CL As-Built: PRCHt f JR cow o DV -- Demisina Detail SCALE: 1 = 1 -0" 2 DRAWING TITLE: Section Section 9 Section 10 Demising Sections Unit SCALE: 1/2" = 1 -0" SCALE: 1/2" = 1 -0" SCALE: 1/2" = 1 -0 C-) Hermitage 11 Model B =3 Unit #020 �A U.2 E I_ 0 CU (L) 0 0 O0 (1) O CJ ----------- C ....... ...... When We Build,Let Us Think That We Build Forever.. J OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 f `..... .- 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 KD 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. In CONSULTANT: CONSULTANT: (D r NOTES: J r ...... . ....... r——————— L 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.., f The f GOLDEN MEAN GROUPLLC cm Architectural Desig,i n Facility Consulting Strategic Planning DO 4=!Q #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 r-----------------I (203) 410-5783 voice 1,618033988749894848204586834365638117720309... gmg0agolden—mean.com JOB NAME: Peconic Landing Hermitage 11 B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: ATE: 1/- 1 UU I SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: L--—————————————————————————————————————————————————————————————————————————————————————————————————————————————————————— FN ��K B.RY,�'.cy, , 0 0 True North MEP Electrical Unit A Level 1 Sheet No.: l � SCALE: 1/4" = V-0" E-10 2 .p 01 DRAWING TITLE: Project North MEP Electrical Layout Unit A �� oHermitage 11 ® del B Unit O_ N- CD CU h ami � C �v 0 Q� W 40 c ^' J W � 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 Y ' and all the ideas,arrangements,designs,and y plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect k - y and no partthereof 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. CONSULTANT: y CONSULTANT: i �✓'"f ter, � � � .� NOTES: y i 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The y GOLDEN BEAN 'f f GROUPLLc Architectural Desig Facility Consulting Strategic Planning � � ' '{ SSS+t y•� � _ 7 � J ' #1 Mercia Lane 2nd Floor Greenwich CT 06830 (203) 410-5783 v ice ;b # 1.6180339887498948482045868343656381177203091 t grngngolden—rnean.com JOB NAME: Peconic Landing f s j Hermitage II B--Unit#020 - + 1500 Breaknock Road - Greenport, NY 11944 #: DATE: 1 I-r uu i {{ SCALE: As Noted DRAWN BY: FBR Protect Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: ale Nil 52-1 Q' F� �0 Sheet No.: M-991 . 01—9OT1 . O1 3D Model View -- M E__P Ductwork DRAWING TITLE: SCALE: 3D MEP Ductwork -- AB U t- t— Hermitage 11 Model B Unit J o CD , CIO1° 3 � rn 0 c O (J ^, J C_ U_ i 4) 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 t 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: f 0, 1,1,2,3,5,8,13,21,34,55,89;144,233,377,610,987... The GOLDEN MEAN GROUP LLC Architectural Desig Facility Consulting Strategic Planning rk y. #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5753 voice 1.618033988749894848204586834365638117720309... j y r gmq�)golden—mean.com y 3 y d JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 1i-1uul SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 3D Model View -- MEP Sanity �•�� BR�R�y SCALE: �¢ Y n Sheet No.: 7901' .P O O DRAWING TITLE: 3D MEP Sanitary -- AB a.� oermiaeModelnIoI a s I I co � v r ° w � CD AM CU � Cll --- m �. I When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 I + By I Frank B Ryan,Jr.AIA and The Golden Mean Group,LLC I I The drawings i 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 noart thereof shat be utilized by an - - - 901 I `- person, frm,corporation,or entity for any atsoever,e h I purpose wh except with the express written cons t of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. CONSULTANT. CONSULTANT: -- I I NOTES: F17 7"1 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377, 610,981... I I - I The _ - ._ - - .' _ - . - : . - . - - • : , ,, . - - _: : - _ -, -• . , : - - - GOLDEN MEAN 0 GROUPLLc Architectural Desig Facility Consulting '. r Strategic Planning i - I I I - #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I (G' H J K (203) 410-570,3 voice I _ 1.618033988749894848204586834365638117720309... _ gmgCgniden-mean.com JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 1/-1UU1 SCALE: As Noted DRAWN BY: FBR 5 — — — — — — — — Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: - I ED Mc B. YAN, ✓� -A I .� True North [Sheet No.: 42 '�O L Level 1 -- -Proposed Framing '°�� A B E F DRAWING TITLE: p g Project North First Floor Framing Plan Work(n _ -- Proposed SCALE: 1/4" _7-0" I I I Hermita e - Model -- Unit - « I ^� M ._.-.-_-____-___.--_-____ _ lII a ~ 8 1 CU I Y I � m I y 4 O t N I I When We Build,Let Us Think That We Build Forever... - i----- ---- - ------ - - OWNERS DOCUMENTS 0 2022 I AND USE -- - -- - - -- - - -- -- -- -- --- --- - - - -- -- --" -- - -- -- --- -- - - - - - - - IP Copyright t i H i I � � � I By Frank B.Ryan,Jr.AIA I t (1)1;3/4x117/8 and The Golden Mean Group,LLC 6 -0 4x 4 4 The drawings I - -- - - - - — - - - - - — and all the ideas,arrangements,designs,and P y —� -------- - -- — --------- a . -- - -. -- --- -- -- - - - - e owned andthereon nrthea property f P P rty Dere 1 _ ns r Frank B.Ryan,Jr.AIA Architect - - - - - - - - - - - - - - - - - - - - - - -- - \`. thereof shall be utilized by any I no part i � and - I person, firm,corporation,or entityor any - � � purpose whatsoever,except with the f express / - —� - -- - - -- - - - - - written consent of -- -- -- _ - - Frank B.Ryan,Jr.AIA . (1)1 314x11 7/8 { and : I The Golden Mean Group,LLC. -- - " i• I I I - -- - -- -- -- - - - � CONSULTANT: - aft lu I - - - -- - - _ _- - - - - _ - - CONSUL -------- �I�� TANT. •. � I { � I 4x4 18'-6314„ NOTES • I 2 - - - - I I - - - - -- - - - - - - 1 I (11)l 3/4x11 7/8 8,13,21,34,55,89,144,233,377,610,987... r I I men - ra I I I i m � I _ MEAN 1 GOLDEN 1 - GROUP LLC 777 1 4x4 1 I ( I (1)1 3/4x11 7/8 1 '-6 3/4' �x4 {{ I 1 I I I I i Ar hit r c ectu al D i e� g 3 Facility Consulting I � � Y g I r 1 III, Strategic Planning r I I t II 1 I I I I 1 I 1 i i I 113/4x11718 1 I II I( } I I 1 I I 1 - I I i II II 1 I ' i I 1 1 I I � I I I I I 1 II 1 r 1 � Mercia Lan Lane, 2nd Floor I I I 1 f I II I a 1 I 1 1 r G eenwl ch T 1 � WHIM , I ,a 1 C 06830 I � I I 1 1 G H' III I ' J KII I 1 i I � � I I I d 1 - - - 1 " � M� M 1 203 410-5783 voice 1 I I I i I 1 ( ) 1 I 1 1 1 1 1 1.618033988749894848204586834365638117720309... 1 { I ( I I I gmg@golden—mecn com 1 I 1 1 1 1 1 JOB NAME: 1 1 1 1 Peconic Landing j I Hermitage II B--Unit#020 1 1500 Breaknock Road 1 Greenport, NY 11944 1 1 I 1 1 1 DATE: 17-1001 1 SCALE: As Noted 1 DRAWN BY: FBR 5 - - - - L-- - - - -- ----- - ------- ---- - ;- --;- - - - - - - --� - - - - Project Number, 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: I I I I t0 NRC ATF I I I I I I W True North Sheet No.: � A Level 1 -- Proposed Column �°`' A B E F DRAWING TITLE: Project North First Floor Column Locations Unit A Locations -- Unit A SCALE: 1/4" = 1'-0" I U _ M I ■ ■ J -� M - Hermi age I Mo V I B Uni O � cD IcA � o co w 3 (D v cc cc ' G 1 n � , 1 I { o , C-�1l C ` � � I I II I I I When We Build,Let Us Think That We Build Forever... I I ++ 1 - - -- - - - -- - - - -- ---- - - -- - - - © Copyright 2022 + I By I 1Jr.AIA _,. Frank B.and n B J The Golden Mean Group,LLC The drawings I j and all the ideas,arrangements,designs,and j I plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect r I and no part thereof shall be utilized by any person, firm,corporation,or entity for any _ I ; purpose whatsoever,except with the express written consent of Frank B,Ryaandn,Jr.AIA - ' I i The Golden Mean Group,LLC. CONSULTANT: 2 — — — — — I— — — - — — — — CONSULTANT: NOTES: ll 11 It 11 It 11 11 11 11 1 it 11 I P f I i I I I . l I 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,967... ; I i I i I _ The I I GOLDEN MEAN BF � GROUPLLC 6 r Iil n I i - I 3 i Architectural Desig Facility Consulting _ Strategic Planning I r G' H' I , I 4 - -- 1 Mercia Lane, 2nd Floor 1 - Greenwich, CT 06030 (203) 410-5753 voice ' 1 E 1.618033988749894848204586834365638117720309... ' ', � n�-- 'n I gmgrvr)r,lden-mean.rorn I II I I — I I I II I JOB NAME: 77 ! Peconic Landing O' it 1 I _ Hermitage II B--Unit#020 5 — — — — — — — 1500 Brecknock Road Greenport, NY 11944 I f f 1 -- - - 1/-1UU1 DATE: SCALE: As Noted DRAWN BY: FBR I Project Number 17-257 I I I Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: I I I I I I I �oRtiu ARC B.RYq4,I �/tn A' A g C D E F 0 True North t #020 Sheet No.: Level 2 Proomsed Framing 1 ing DRAWING TITLE: SCALE: 1/4"= V-0" Project North Ceiling Framing Plan -- Proposed V? C) Hermitage 11 Model B Unit #020 =3 IC54 CD 1! o E C) (D o CJ (D Cl) C__ @ 16"o.c. New 2x12 Roof Framing 11 IL 1 11 __L 11 it Flu _JL r�'�_:JWhllweBuild,Let Us Think That We Build Forever.. -71 ElE OWNERSHIP AND USE OF DOCUMENTS Copyright 2022 By —- - '�_ ` Frank B.Ryan,Jr,AIA and I E-111 `L", 7 The Golden Mean Group,LLC The drawings an a a ideas,arrangements, es g s,an plans indicated thereon or represented thereby --------------------- are owned and remain the property of Frank B.Ryan,Jr.AIA Architect _ __ _ —-------"7:7------ and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent o ------- Frank B.Ryan,Jr.AIA and iT The Golden Mean Group,LLC, CONSULTANT: 77:_T 77-7--- CONSULTANT: NOTES: _7 =01,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987 ---' --_ = ��:--_-- - _____J[(- __-._�-�_ � _ -�_ --- -- 1�l 11--1I�_��L�C�=I�I��L_-_lIl_ >=-�Z`� 1_� IIT=7= II _�I�_V-F 7 e GOLDEN MEAN - -- =--- I ! "; I i GROUPLLC ------------- Lill I- L Architectural Desig i ----------- -IT Facility Consulting Strategic Planning T 7, Roof Framing #1 Mercia Lane, 2nd Floor Existing Cottage ------------- Grei Driwich CT 06830 (2 03) 410-57o' voice uJ 1.618033988749894848204586834365638117720309... tj g9golden-mefin.com r�g 7 JOB NAME: is Peconic Landing Unit#020 Hermitage IIB 1500 Brecknock Road Greenport, NY 11944 ------------ -luul _-AL DATE: L SCALE: As Noted FBR U 11 H 11 11 11 11 !1111 11 1! 1! 11 11 11 DRAWN BY: Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: U Roo Plan Framing SCALE: 114" Vi fVOK B 0 4 24 w True North = Sheet No.: P S__T1 M.:0 DRAWING TITLE: _11—." _3 JLJ J -7 F Am' Pec n rmi g He t0a e Project North Roof Framing Plan Proposed