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ermitage - Model -- Unit N Cawt- 11-3-9, E C a°9, V to to (D W acs 7-7 am DOC -- Sheet List Unit B ,j Sheet Number Sheet Name Iv A-001.00-B Title Sheet-Unit B A-001.02 Site Area Plan-Unit AB ■ ■ os sNvs� .• r�,� _�sa*�' " a � "' � 7 ■ /, ` A-002.01 RESCHECK-Unit AB When We Build,Let Us Think That We Build Forever... Hermitage II B -- Unit #019 _ ce•r� PP es Unit AB o-�-.� t 4 -,, nom, ,� . . •�«• *''• . " rt A-002.02 Su Imental Not - .• F r d. • , t` , r �, A-002.03 Supplemental Details--Unit AB ur.m --�Kms" i ..... y R, tr A'f •°y A-002.04 Supplemental Details Unit AB A � �� OWNERSHIP AND USE OF DOCUMENTS f '� " r '� r „. © Copyright 2022 •" t ,` , ,, A-002.05 Supplemental Details-Unit AB �f gee J♦ �` _ s a 4 ' • A-100.05-B Building Site Plan--Unit B a Franke.Ryan,Jr.AIA I r' �° _ `` ,' „ .• , .` - t I 1 :. =f t° 2✓ r A-1 01.04-B Foundation Plan Unit B and >rns �- - -•�, -- I � �•"-;� ,•;,����` ' ^�•+��-,�� + � ., ' , ,.,� "-' A-102.04-B First Floor--Unit B The Golden Mean Group,LLC �^ •'' ' - �+. a '" ' � tl A-103.01-B Reflected Ceiling Plan--Unit B 074 a.. r .t� ` 3 N, tl ' c' .ti•.�•,r��r•Y� �. ., °.y v- - The drawings �' * • t' tf' `..k Tr A-104.04-B Roof Plan -Unit B and all the ideas,arrangements,designs,and • . �'' - x '• ,� , ��: ° `o , _ ,,` � A-202.01 Building Elevation Unit AB North plans indicated thereon or represented thereby A-202.02 Building Elevation - �5 ,g :�,,y�. , t �' °s,d` "` x•,"" are owned and remain the roe of ,'- k .. . j:. i �. Unit AB South y property rh <'' - ,„ '• • ► », Ila r. A-202.03 Building Elevation U Frank B.Ryan,Jr.AIA Architect t,di, c�• y g n- nit AB East _• - r / .��_ °°; % �.`. ." °. a , <" and no part thereof shall be utilized by any - t •f -u' b .4 »e"x.• • k t^ ♦' ate,•, �•#,. k • •.` - $ -. . ,,� f A, o-'r' Mme. A-202.04 Building Elevation--Unit AB West person, firm,corporate entity y • - v � s ,•t 111', �sl ` v� on,or enti for an 023 ` Q 1! ! Z i�•' ` • ,d, .t•'s '1' y�a, G' .. ,a �` `` f'' w:M t i'a, 4 Sa tl t g, �, ` r' ', . •- k.° .,° 4r. � ,°" s A-301.01-B Building Sections--Unit B purpose whatsoever,except with the express a _ , '' �Y A-501.01-B Detail Sections-Unit B written consent of .. .. --------------------------- �• ', r •019; �! .t 3 - x / f >c '�' .a,. , 1 ., _ _ '7 " t r 7 •tt / rr `4 - ,� ` .-a " • y A-501.03 Flooring Finish Plan--Unit AB Frank B.Ryan,Jr.AIA t fan ✓ 1 :, c' x. x , si�t3 WWtt F f r•' " „ ` and 1 A-601.01-B Door Schedules&Details--Unit B ----- ♦ I' f .. 1 ,• w .- r � The Golden Mean Group,LLC. q !°' '�..��e'. %.'�' e ;• .._ ,�,- ; " ` �, ';:' fi,� '* i A-602.01-B Window Schedules&Details-Unit B r oeo a / � "" . �,.: k°8 A-604.01-B Casework Specialty Equipment-- 007: ;oos ",old �e LL j.'n' $ �< , . + '.: f3 i"r . S & Pe YUnit B CONSULTANT: ` t i 4 ' # r" A-701.08 LVL Details-Unit AB w `tl,. q • i / pJ b WN m x• "f,. '^+.., g �,,.«''o i<J a :•• r 4 ' .. ' z -•�, . 4 r - t / S ,e a + -'y 1 ^`l. '.f5af - M N, ri"">' �'{'t'{i„�•.� 4 99 t. , / -. E r.�' ti •�,• ,. -:,,.tom -yam,- fR•t+ A-801.01 1-HR Demising Partition--Unit AB • ' ` �,!� ,,R, t �F •� gyp` y,'; .,- a YC •m! ,. .•k n '•Wit• ,.tl°* ° x"f - us�;- r .•#'„'<;' .» z�, >t g;ne''' "A` ..".., C , ;a, . ,�- A-801.02 1-HR Demising Partition Unit AB ' • - • , pip { • r „� - t FA , •`•w i ,° 1 to i / 4. `fit-. *,�t "7t -S ��ayr•('/�-vi i p x , A; 4'r'_'x f'e - . ...•• r / t 5 f , pF ay - _ i 5y A-802.01 Demising Sections--Unit AB ♦M: [,t •,c"R sP - ;s7,y 'y/,, { 4 '4,!.�, { e x '"`a` "yww +;` ,A• 't.... �, •iµ''>a`'4*t i,�. v "' agiy, , t C / t 3'- .. t _ �.. 6'7 ' eV'3 M�,•iy.«:.,M�" *w..' ,ip: '.k , ----1 e. $ " r' / r � ... x° ,., r ..w�>� �; f •�, •�y'• A-802.02 Demisin Sections Unit AB CONSULTANT: • - • °''"• - - ,• / .' `�+•j'"�f ^.tom. ""n�`,y' --•w.`"' &'~ _ «N.�,rtl• •„a ,:L,, .. ..+a! s�:.`.r, `'w�,-#.. , .,� :,,ao- "..,� y<," .,,,;"• �„#"' - ! E-102.01-B MEP Electrical Layout--Unit B e' :. $ . . .. M � 3 - .',6, •6. w+'Rp�e'• w ¢. *M4 •i_ t, -Y� � • ¢t! 3j, .f k .. r. M-901.01 3D MEP Ductwork- Unit AB ,-u, I , #" )yi .�> a''" y4 ti (,1,,, M-901.02 3D MEP Sanitary-Unit AB v�M W 'l' ; " ' "' - • "' '"t k �: S-1 02.03-B First Floor Framing Plan Unit B , -, - � a:: �` • t +�• "%'f•4 "x,.,� + #. bP A>�•f•Y :T .' "°r'Y,• tlf_r°'" t• ,,. '•.e*"' "Y '" 4 t' ' ���«'x rp"�• `�' `w�a";,^t •• •.•••••. - • - • a"'k' `" �"» t�* • " '' S-102.04-B First Floor Column Locations--Unit B NOTES: ( - t" `• • �' $ w:t,i^^ TA�', a'^--'°� • ,�'n. ,2rJ~ * s!, 'f". .° }';�. «' x� r',,�E� ,,a , �,e ..r;�'� r ',tit S-1 03.03-B Ceiling Framing Plan-Unit B ° - � •,� ' 4' tl,g. t �:�rj:� °,a b , - .*F #H," 'd 1r .,a' .•A*" 'Mr�'tl ' !% F«M '!�a .a. Df "' S�-,104.01 Roof Framing Plan--Unit AB tlr. / .7`h g. • ,%` --- h, '� 4 .__v-; ~ -- / s# a % w ,r • • • .�k* s,' "yn �N" •ae ,d � - 'T ' --•1 S,fa�' • ..Y2maitrc.�{ab _ ...4.I iib". ,",.c`,•�`-ta,•av.M•••("�F.• - +u...,a+"tt '• ,;�, .a�ek�.k" r uhf• avc,:aw .'�.+..^','•:.w•,Ye'v(tw.,... -�4.k:,TA "�""� +-;E^. • -x-ri"' - _� - °�_ .r f iii•„ - - - - - 7 l 4....... Location Plan Site Plan fl ; SCALE: 1" = 400'-0" SCALE: 1"= 100'-0N 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... Entry The Unit B ' Project Location GOLDEN MEAN GROUP LLC Architectural Desig Facility Consulting _- Strategic Planning -411111- L __t- J 10 I o _ #1 Mercia Lane 2nd Floor - -- -- - �. -- t: t-J I uu .. Greenwich, - CT • - 06830 D- - _ - (203) 410-5783 voice Ll Z-41 rJ`Z 1.618033988749894848204586834365638117720309... gmg@golden-mean.com Are_a__ Plan SCALE 1/8" = 1'-0" JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Building Data Design Parameters Fire Resistance Ratings Building Owner Buildin, Codes Greenport, NY 11944 State of New York Building Codes. Parcel ID: Use Group: Residential--R3 Soil Capacity: 3,000 p.s.f- Component Status Codes Current (• 2020 Peconic Landing Book/Page: ASRRAEOo.1-2016 withamendrn-ts DATE: 17-1001 Construction Type: Type III-B,Un-Protected Concrete Fc: 3,000/4,000 p.s.i. Exterior Walls Provided 1 500 Breaknock Road MBLU: 2020 Building Code of New York State SCALE: As NotedIBC2018 whhamendments 2020 Property Maintenance Code of DRAWN BY: FBR Greenport,NY 11944 Zone: NYS Project Number. 17-257 Occupant Load Single Family/Two Family Reinforcing Steel: A.S.T.M. Grade 60 Fire Walls/Party Walls Provided IPMC 2018 with amendme,ts 2020 Residential Code of New York Zoning Approval: State Planning and Zoning Information IRC 2018 wkhamendments Accessible 09ofN New Building Permit: Framing Lumber: Douglas Fir; Fb- 1,250 p.s.i.; E= 1.7m p.s. . Fire Enclosure of Exits Provided BID Docs: Facilities 2009 of New Vork State A1171,2009 without amendments Construction Docs: Building Code Limitations Shafts Provided As-Built: 2020 Existing Building Code of NYS Limit Complies IEBC 2018 with amendments p Standard for the Installation of Sprinkler Mixed Use Separations Provided Systems 2016 of New York State Lot Area(Min.) YES 2020 Fire Code of NYS NFPA 13,2016 without amendments Status Interior Load Bearing Partitions Provided IFC 2018 with amendments Stories Above Grade Lot Frontage(Min.) YES National Electrical Code 2017 of New Comp lies 2020 Plumbing Code of NYS York Stat 2017 without amendments Structural Members Supporting Walls Provided IPC2018 witharn-dments p,RC/�� Area Per Floor Front Yard(Min.) YES Q' YAN, Complies Floor Construction Provided 2020 National Fire Alarm and Signaling Code Water Closet Complies (Min.) YES IMC2018 wiithamencal mems of 9n 9 Side Yards Mm. 2018 of New York State IMC 2018 with amendments Roof Construction Provided NFPA 72, CD 2016 without amendments a � Lavatory Complies Ground Snow Load: 30 p.s.f. Wind Speed: 110 m.p.h. Rear Yard(Min.) YES 2020 Fuel Gas Code of NYS tr Safety Code for Elevators and a ,- IFGC 2016 with amendments Escalators 2016 of New York State Tub/Shower Complies Exposure Factor: 0.7 Exposure Factor: B Lot Shape(Min.) YES ASMEA17.1,2016 withoutamendments True North n 2020 Energy Conservation Code of Sheet V" Z a O-B Kitchen Sink/Washer Hook-Up Importance Factor: 1.0 Importance Factor: 1.08 Building Height(Max.) YES "YS Building Code Requirements for Complies JECC2018 withamendments Structural Concrete of New York State Parking Complies Seismic Coefficient Av=.11 Aa=.15 Building Category: I DRAWING TITLE: et . Building FAR(Max.) YES ACI3162014 with amendments Part 1&3 of the NYStretch Energy Code 2020 Project North Title Sheet -- Unit B IECC 2018 with amendments UM Hermitage 11 ModelC) I", a � a•� °° L (D o E 4R n °'(5-1 P o EE111 CU� 2E � rn -------------------- ----'-'------------'----------' -------- ---------------_ O a _ c O . N I � � c m I J -__--_-__--_----.---_------- ----- ------------------------- --- (O I I I When We Build,Let Us Think That We Build Forever... I I I i I I OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 i BY Frank B.Ryan,Jr.AIA I I and The Golden Mean Group,LLC I I The drawings I and all the ideas,arrangements,designs,and — — Pans indicatedereon or represented re Y -------------- -—--—--— areowned of — — — --—--—--—--— — — — — — — — — — --—--—--— ----—--—- Frank BRan,JrAIAArchitect --------------1- - I and no part thereofshall e utilized by any ' _ � person, firm,corporation,or entity for any " I purpose whatsoever,except with the express I written consent of Frank B.Ryan,Jr.AIA - d and ;• The Golden Mean Group,LLC. _ I CONSULTANT: Unit A Entrance CONSULTANT: NOTES: L 11 — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - , ; Unit B Entrance 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... � I I , The GOLDEN MEAN GROUP LLC I . Architectural Desig Facility Consulting Strategic Planning I I t ----------•------- - - - - 4 _ - - - - - - - - - - M — - - - #1 Mercia Lane, 2nd Floor -------------------------------- -----_-_-------------_ --- -----------_ Greenwich, CT 06830 ---- --------- --------------- —---- � (203) 4 1 0-57S3 voice 1.618033988749894848204586834365638117720309... I ' �'s. t i gmq<<�goldPn—mean.corn �t FeB t ding #020 ock Road Y 11944 — — DATE: 1 r 1 uu 1 SCALE: As Noted DRAWN BY: FBR i Project Number: 17-257 r Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: SgED AR 4 C B.RN, i True North e ` _ Sheet N 2 LeDRAWING TITLE: Level 1Project North Site Area Plan SCALE: 1 - 10,-0„ U - M ■ oI" , Iormi a __ Unit •� �, Nrl'11�z� I I o eAga, o gs1 Generated by REScheck-Web Software (D A I , , h L_____11 k 1_J t °' = �' , I; 151�% //;�% . I . I e�� ea �I � ,! etv."Pi, Comm li n e ertificate Area = 721 s.f. w p a c C iE 00 I �I TIT'"IT!'411 I � k��� k�"-. I" 11 ,I %�t:A L (<;u I (__ -� 2E 11 S0 Project Peconic Landing Unit #020 A and B , /(�D U i W Energy Code: 2018 IECC H Location: Greenport, New York Construction Type: Single-family ._. Project Type: Alteration ," Y..,-., When We Build,Let Us Think That We Build Forever... Orientation: Bldg. faces 0 deg. from North w �_ t zv, Climate Zone: 4 (5572 HDD) �' .T.,,_ _"� -4.:• Rentable Area Legend _ _.____.'-_.-__.;_-- __-____ __. _ _,,, ;. Permit Date: ____._..._.___' ' "'" __ Permit Number: I'll _ - 1.1. - OWNERSHIP AND USE OF DOCUMENTS - d I _ -I .1 r 'II'dt t�-�-�, - : © copyd9nt zozz 17 Net Area Construction Site: Owner/Agent: Designer/Contractor: fi 1i i - ' j ) ,_'-; -;°_( E.: {+ t! y s( BY i t 1 i Frank B.Ryan,Jr.AIA 'r I .� F' n'.. i 4 : . �, i v 1500 Breaknock Road Allison Latham Frank Ryan R r 1 _ _ I I _ �; and - Unit A Greenport, NY 11944 Peconic Landing The Golden Mean Group, LLC Ij� i l - w ` 9" 4 j I< The Golden Mean Group,LLC 1500 Breakneck Road 1 Mercia Lane,2nd Floor - - - . - Greenport, NY 11944 Greenwich, CT06830 - _ �- .. . . - s � ' _- [7] Net Area7=6=_ �q_������ _ ��� � all the ideas, . .. -. , •. ._- -_. - _ �• lass indicated thereon arrangements,e represented thereby - - I I III P P Y - ` �-a.t• .t1►at` 3 „` 1• � 'tj. b Mt . �tlr_�. � � .iXt , .� . 'tx — — - - - + — are owned and remain the roe of -- '; rf — property rtY I _ _ _ _ _ _ _ _ _ - - .. _ Unit B :;-;:, ;.'.: :.: , .. III III I — . :..::•_• ;.'•,'.: ': ;°:, ;:_ :,` i” ;:{T .;._:- ;, `';'::•"! ,- .. .. .. _ I I I ( I I I III—III III I I (— I— Frank B.Ryan,Jr.AIA Architect •.. . . ._ ; , and no part thereof shall be utilized by any ' Y . •` � .'., ._ -_11. i person, f rm,corporation,or entity for any -' __�' , _ — -- purpose whatsoever,except with the express . . . _ East ResCheck ' - •, ' . = SCALE: 118° = 1'-0° written consent of 1. Frank B.Ryan,Jr.AIA ... - - - ' . , . • and . . The Golden Mean Group,LLC. , . . . . � . . . Area = 957 s.f. • .. _ CONSULTANT: �' --I � " ' ' , - , � - .. ' ,•• •• "' - __ — -- —_ I - .. t 1 '.1 1":� �� ..t,. J i a 1 Ai�i dam. i 41i- . . � ! " ' y� CONSULTANT: .. •• - Hca++„' i_.' - + -L I,W.._..� J....� ._. _",�,I ..._ ......•... is i e_ r - . . -- - - - .. - s _ _ NOTES: — - - — -- ==T 1ik_ i - _ . . , - RESCHECK -- Lighting Fixtures :¢_ - - x-ti _ ___-- -- -- _. - I_ e , 9 i, a _ _ i _ .. -... _ Y ' % 11 . .. 1. - . , ,. - .. ' . - Family and Type Wattage e -- - w.' g _. 4... I, . . 11- . - - - - - - - . - ; ' , .. •... . - . - . .. .. - _ - _ • . •. - - , • ._ Ceiling Light Flat Round: 60W 277V 1680 W `w" t �L_ . - Ceiling Light - Flat Round: 60W- 277V: 28 1680 W - - - - 51 _ I I I _ _ II , I II i I 11111111 I - -• _ it Pendant Light - Hemisphere: 15OW - 120V 600 W = I — _ — J I ) _ (= I I_ I I I li 4Pendant Light - Hemisphere: 150W 12OV: 600 W 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... '117 1 0 . I ' , j�11 The , I _"�' - IIJ� � I � . , f I ! I' �, GOLDEN MEAN II ! I}�I 1 i� i ' �� III I ;, I ! RESCHECK -- Window.. I ',I, Ii �,I --=________ GROUPLLc I I I ; i, ��' ��I , �; �I — =-= Daylight North -- Rescheck I..1, . . 1 i� I! iI' I , j IIII I it i' -_=-_--- Level Area SCALE: 1/8" = 1'-0" , , , i i l - -- — -_— iiiii A - - -"I . I I I I 1 = _ — = --_ - =- ---- _ - --T __ _ .III i! = . _ _ _;. _——__— ------ __--- _-_- -- Level 1 201 SF Architectural Desig -- ----- - - - Facility Consulting - -_ _ —_ _ -- - _ 201 SF - _ ___-- -_-_ =__---_--====='= _____ ___=___= Strategic Planning - _=___________._________.- -_ . . .- . - ----- ----------------- --=------------ --�-,� St teglc PI 'ng - . - _- ---------- ---- - -- -i- -- 11 — - --------------- _- Area 1015 s.f. . .: :',it_ � � . _ �..—f._.�_ _i -t i _ — — — --— w •+-k- . -- —— —-- - — -- — A .. - •.- . i. . t - -= _— --_= -_--- _ _—_ RESCHECK -- Exterior.. - 1. :. • r _ ': - Level Door Area _.._�'_ _.._ __...,� _ - n@, Zn ' � - #1 Mercia La d Floor Greenwich,i���T - _ - -I-MAMM"Ot-1 -- --.4 . - CT 06830 Level 1 40 SF - ,..:. .. - _ __ a 5 Le-v_el 1 -- Rescheck Level 1: 2 40 SF _ I - ,' _ - g (203) 410-5783 voice SCALE: 1/8" = 1'-0.. _ - - - � _ 3 s � I I F i ; E, - - 15 - - - 1.618033988749894848204586834365638117720309... -- _- I t - - RESCHECK -- Wall Types Schedule —Z - - _ _ . _,_ _ -, : - ., _ - , t v p _ S 9 Project Summary — �.1 1 11— I 1 I I I 1 g�I 1 11 1 i 1 1 I 1-1 11— gmg@golden-mean.corn Assembly — _ — _ = 1 — I= I 1 I =I I =1 I = I I= — Location and Weather Family and Type Code — - Project Peconic Landing - - - OB NAME Address 1500 Breaknock Road_ Greenport, NY 11944 J -- --_-- - - - - ._. . _ ._ Calculation Time Thursday, March 19, 2020 12:16 PM - ding On 1/2" WO Basic Wall Exterior Si 3 Wood Stud 62010100 Peconic Landing Report Type Sta nda rd -. - - ---------,--------,--,---------------- _ - - - ,---,------ - -- - -- -------------- - - - -- -- Hermitage II B--Unit#020 Latitude 41.12 ,-_. Basic Wall: Exterior - Siding on 5 1/2" Cedar Shake 62010100 9 Longitude 72.36° __--.-_.._.-_.--_ 1500 Breaknock Road Summer Dry Bulb- _-------_- ------ ---_— 90°F ------.___.- Basic Wall: Exterior - Sidingon 5 1/2" Wood Stud B2010100 South -- ResCheck Green ort NY 11944 Summer Wet Bulb , 77°F - - - - -. p ----- ----- -- _ - ---- -- - _ 3 Winter Dry Bulb 10°F ALE: 1/8 - 1 0 Mea n Da ily Ra nge 14°F Basic Wall: Foundation - 10" Concrete ____T1010200 �+ Area = 782 ■f■ DATE: 1 7-1 001 SCALE: As Noted Basic Wall: Generic - 5" 82010 DRAWN BY: FBR Building Summary Project Number: 17-257 Inputs Basic Wall: Generic - 6" B2010 Zoning Approval: Permit: p Building Permit: g Type - - - - - - - - - Area'SFT e Single Family BID Docs: -- - ---------— ---- —--._...---- ----- -----------------------— ----- — — ---._—_ Construction Docs: _—__� - 2,543 __—...____-__ .__-_ __._._ __ --------.__.._________________________ Basic Wall: Generic - 12" Masonry Ashlar 62010 1','__ 11 : As-Built: Volume (CF) — 1 20,340.28 _ -- -__ ` -- --------.—__ —.------ Calculated Results �L� -,'!:`M� - _- -----.- - _ . _. ._.._ -...- - __ __ . --. . . _ . Peak cooling Total Load (stu/h) 21,6s7s Basic Wall: Interior- 4 1/2" Partition C1010145 - - - -- -- Y - -... - - k. . L . ARC ' - -_- - - - - -- - - - _ _ -, • V - - PeakCooling Month and Ho(r ___. _-_--_ Jul 8:00 AM _.. . _ .. -. - -_ .- - . .-.-._ ._ ._.-_-. _._.-.-. -- -. ,-. � '_" __.. g Peak Cooling Sensible Load Btu/h) 16,914.0 --- ----- __ _ _ _ -.._-. _-._ .__ __._ . - 4" Ma W.tr-! "`1` ,__ ".." ."� ���' $RYAN,�4. C� -- Basic Wall Interior rriage Partition C1010145 1 .a _. .___.... .. Peak Cooling Latent Load (Btu/h) _ 4,773.5 l &+ P ��� _. _ ._. .. ---- _._. . _.._. - -- ---- .. .._ . ._.... _._.. .-,_ .- .._ _. _.- --- — --- _ tt Maximum Cooling Capacity(Btu/h) 21,687.5 - ------__.__._-__--_.__----.__..__.._...- _--____---.._-..._._.___._____ � " s I ----- - -- - -- -- - -- - --- '-- - ___.__-- _--- - - --- - - ---- - ++ _ , • y + - + I w Y Peak Cooling Airflow (CFM) i 523 Basic Wall. Interior 5 1/2 Partition (1 hr) C1010145 " 1 1;--� rz ------_--- .---- — -. _ _ -� _ Peak Heating Load (Btu/h) 40,790.51. >; - O .---.-____._.-__.- _ ---. _._ ---- __._-________------_.._. ._. .__-___"__ .__. _. . ..__.__..._ - -- - __ ._... __ _ .- zW. # i I. t (� �... Peak HeatingAirflow (CFM) ( 982 _ _ gti - - - - - - - - .. - . ._. .... - . - - - - - - --- _._ Basic Wall: Interior 5 1/2" Wood Stud 62010100 _* t }� Checksums - r - Cooling Load Density(Btu/(h•ft')) - - - 8.53 — - -- — __ Sheet-_- ____ N,:- A4--V0 Cooling Flow Density(CFM/S F) 10.21 Basic Wall, Interior- Soffit 4 Partition C1010145 — �O1 C 289.20 —I I I —I I I I — — DRAWING TITLE: Cooling Flow / Load (CFM/ton)------_—.---- - _.__1______._____.. _._. . .. - - -- - - - 1=1I — Cooling Area / Load (SF/ton} -- - --_ - --{--- 1,406.82--_ y� —_ - - , - -- ------------ ------------------- ---------------.----------------- - ----- - Basic Wall: Interior Shaft - 4" Partition C1010145 4 V V est -i- _ h 4� I I =� _� _ = I— I= = I = I_ ( —III=1 I I- He Flow Density(CFM/SF) 16.04 - — _ = RESCHECK -- Unit AB eating Load Density(Btu/(h ft�)) - - - 0.39 - - - SCALE: 1/8"-9 - ' i1-1-I — U " Hermitage 11 Model B Unit #0191 0 N S o E GENERAL NOTES CONCRETE NOTES WOOD NOTES ADHESIVE ANCHOR NOTES U _� 1. BUILDING CLASSIFICATION TYPE: 5b, CONSTRUCTION IN WHICH THE WALLS, PARTITIONS,FLOORS,AND ROOF ARE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE 1. ALL WOOD MEMBERS SHALL COVSIST OF SPRUCE PINE FIR (SOUTH) GRADE NO.2-(KILN DRIED) OR 1. ALL EPDXY TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL CONSIST OF THE FOLLOWING UNLESS Cll w 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 THE MEMBER GRADE STAMP; 177.MOISTURE CONTENT MAX.;UNLESS OTHERWISE NOTED. BASE MATERIAL EPDXY TYPE (U r° 2. CONCRETE SHALL CONSIST OF THE FOLLOWING: CONCRETE HILTI HIT HY 200 3. BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING STRUCTURAL DESIGN LOADS: 2. ALL PRESSURE TREATED LUMBER PLACED IN CONTACT WITH SOIL SHALL BE 0.60 ACQ.ALL OTHER PRESSURE GROUTED CMU HILTI HIT HY 70 D N - READY MDC CONCRETE(ASTM C94) TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T.LUMBER TO BE 1917.MAX. UNGROUTED CMU HILTI HIT HY 70 3 GROUND SNOW LOAD: 40.0 PSF (MESH SLEEVE REQUIRED) � 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 41.5 PSF (DRIFT SNOW LOAD) FOOTING 3,500 PSI APPROVED EQUAL. (MESH SLEEVE REQUIRED) 43.7 PSF (UNBALANCED LOAD) WALL/PIER 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 INTERIOR SLAB 3,000 PSI 0.0%AIR CONTENT 4. ALL DIMENSIONAL LUMBER SHALL BE KILN DRIED TO MAX.MOISTURE CONTENT OF 17%. 2. ALL THREADED ROD TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL CONSIST OF HILTI HAS-E WIND LOAD: 115 MPH,EXP.B, Iw= 1.0 EXTERIOR SLAB 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 THREADED ROD UNLESS NOTED OTHERWISE. IF DRAWING SET DESIGNATES REBAR TO BE USED WITH When 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 CONTENT SIZE OF 3/4 INCH (ASTM C33) FLAWS-INCLUDING BUT NOT LIMITED TO BARK, PITCHING,CHECKING,TWISTING,AND YARD DAMAGE. SEISMIC DESIGN CATEGORY: B,SOIL CONDITION=D,le= 1.0 - MAX SLUMP OF 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 CARPENTRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL CARTRIDGE, CLEAN MIXING NOZZLE, EXTENSION TUBE, DISPENSING GUN, AND ALL EQUIPMENT - PORTLAND CEMENT:ASTM-C 150,TYPE 1 DESIGN STANDARDS FOR WOOF 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(%AIR) 7. PROVIDE DOUBLE 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 JOISTS SPAN. Frank B.Ryan,Jr.AIA 4. NUTS, WASHERS, AND OTHER HARDWARE USED IN CONJUNCTION WITH THE ADHESIVE ANCHOR and WEATHERING: SEVERE (ALL NYS) 3. REINFORCING STEEL SHALL CONSIST OF THE FOLLOWING: 8. BLOCKING TO BE PLACED AT ALL BEARING POINTS OF JOISTS. BLOCKING SIZE TO BE EQUIVALENT TO JOIST ASSEMBLY SHALL MATCH THE MATERIAL TYPE OF THE THREADED ROD. The Golden Mean Group,LLC FROST LINE DEPTH: 48"MIN. - REINFORCING BARS:ASTM-A 615 GRADE 60 KSI SIZE UNLESS OTHERWISE SPECIFIED. TERMITE MODERATE TO HEAVY - WELDED WIRE FABRIC:ASTM-A 185 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, AND A TEMPERATURE OF The drawings DECAY SLIGHT TO MODERATE 9. ALL MULTIPLE PLY LVL MEMBERS-0 BE CONNECTED IN ACCORDANCE WITH MANUFACTURER AT LEAST 50 DEGREES AT TIME OF ADHESIVE ANCHOR INSTALLATION. and all the ideas,arrangements,designs,and WINTER DESIGN TEMPERATURE: 1°F 4. PROVIDE CONTINUOUS REINFORCING WHEREVER POSSIBLE,PLACE ONLY AS SHOWN OR APPROVED, RECOMMENDATIONS. plans indicated thereon or represented thereby ICE SHIELD UNDERLAYMENT REQUIRED: YES STAGGER SPLICES WHERE POSSIBLE. 6. ADHESIVES SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE SERVICE TEMPERATURE are owned and remain the property of FLOOD HAZARD: NO 10. ALL METAL CONNECTORS FOR WOOD (SIMPSON STRONG TIE/UPS OR EQUAL)SHALL BE INSTALLED IN RANGES RECOMMENDED BY THE MANUFACTURER. Frank B.Ryan,Jr.AIA Architect 5. ALL REINFORCING STEEL AND EMBEDMENT TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ALL CONNECTORS IN CONTACT WITH and no part thereof shall be utilized by any 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT NEW YORK STATE EDITION OF THE PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. PRESSURE TREATED LUMBER SHALL HAVE G 185 HDG COATING PER ASTM A-65 3,SIMPSON"ZMAX"OR EQUAL. 7. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY BY QUALIFIED, TRAINED CONTRACTORS IN person, firm,corporation,or entity for any INTERNATIONAL RESIDENTIAL 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 NEET ANSI/ASME STANDARD 818.2.1-1981 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. ALLTHROUGH BOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS PROTECTED AFTER CLEANING TO PREVENT CONTAMINATION PRIOR TO INJECTION AND RE-CLEANED IF CONSTRUCTION NOTES 9. COLD WEATHER REQUIREMENT SHALL BE USED DURING FREEZING OR NEAR FREEZING WEATHER-ACI OTHERWISE SPECIFIED AND TO NEET 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 FNISH FACE OF STUD WALL UNLESS OTHERWISE NOTED. ALL EXPOSED 10. DURING HOT WEATHER CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH ACI 305. INSTALLATION. LEAD HOLE DIAMETER SHALL BE 40%-707.OF LAG BOLT DIAMETER.LEAD HOLE LENGTH SHALL TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF THE HOLE AND WITHDRAWN CONCRETE IS DIMENSIONED TO FACE OF CONCRETE UNLESS NOTED. BE NO LESS THAN THE LENGTH OF THE THREADED PORTION OF THE LAG BOLT. AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATION OF THE ANCHOR ROD TO THE CONSULTANT: 2. PLUS OR MINUS(±) NOTATIONS ARE USED IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEENSPECIFIED DEPTH. 15. ALLTHROUGH BOLT HOLES TO BE DRILLED 1/16"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 INFORMTHE ARCHITECT OF ANY DISCREPANCIES OR NECESSARY MODIFICATIONS BEFORE PROCEEDING WITH CONCRETE SLAB NOTES 16. ALL HEADERS AND BEAMS TO BESUPPORTED BY DOUBLE JACK STUDS, (2) 2x6, UNLESS NOTED. INSTALLATION. ANCHORS SHALL BE SECURELY FIXED IN PLACE TO PREVENT DISPLACEMENT WHILE THE CONSTRUCTION. ADHESIVE CURES. 3. ALL MATERIALS,SUPPLIES AND 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 REQUIREMENT;. AND SLAB CONSTRUCTION",AND ACI 318-14. OR EQUIVALENT MEANS,TO PREVENT DETERIORATION BY SUNLIGIIT,WATER,AND WIND ONCE AT THE SITE. ALL DETERIORATED MEMBERS CAN BE REJECTED BASED ON THE DECISION OF THE ENGINEER. STEEL NOTES 4. CONTRACTOR SHALL INSPECT THE PROJECT AND ITS EXISTING CONDITIONS PRIOR TO START OF WORK.THE 2. SUBBASE SHALL CONSIST OF COMPACTED GRAVEL, NYSDOT ITEM#304.02 OR 304.03 COMPACTED TO 95% CONTRACTOR SHALL MAKE THE ARCHITECT AWARE OF ANY DISCREPANCIES OR PROBLEMS THAT CONFLICT WITH OPTIMUM MODIFIED PROCTOR DRY DENSITY. THICKNESS SHALL CORRESPOND TO THAT INDICATED ON PLANS+/- 1". 18. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD PRODUCT THE INTENT OF THESE DRAWINGS AND/OR SPECIFICATIONS. FINISH GRADE SHALL BE SMOOTH WITH NO PROTRUSION OR TIRE MARKS. ASSOCIATION STANDARDS. ALLIXTERIOR SHEATHING SHALL MEET APA EXPOSURE 1 CLASSIFICATIONS. 1. ALL STRUCTURAL STEEL TO BE DETAILED,FABRICATED,AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 3. ALL INTERIOR SLABS SHALL HAVE A VAPOR BARRIER PLACED BELOW CONSISTING OF 8 MIL POLYETHYLENE WITH 7-0" 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\PRESCRIPTIVE NYS BUILDING CODE REQUIREMENT, OVERLAP,UNLESS NOTED. CH.23-WOOD, PART 2304.9-GENERAL CONSTRUCTION REQUIREMENTS FOR CONNECTIONS AND 2. ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM STANDARDS&MATERIAL PROPERTIES: FASTENERS,TABLE 2304.91. STAPES SHALL NOT BE PERMITTED UNLESS NOTES ON PLANS. 6. THE CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS FOR FIELD WORK. 4. ALL INTERIOR SLABS SHALL HAVE STEEL TROWEL FINISH,UNLESS NOTED OTHERWISE. ALL EXTERIOR SLABS TO HAVE • W&WE SHAPES: ASTM A992(50 KSI) BROOM FINISH,UNLESS NOTED. • HSS SHAPES: ASTM A500(46 KSI) 7. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION.THE CONTRACTOR SHALL BE • C&MC SHAPES: ASTM A36 (36 KSI) 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS. 5. CURING PROCEDURE SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE. CONTRACTOR SHALL VERIFY • L SHAPES: ASTM A36 (36 KSI) THAT CURING PROCEDURE UTILIZED IS COMPATIBLE WITH FLOOR COVERING SHOWN ON ARCHITECTURAL PLANS. MASONRY NOTES • PIPE: ASTM A53,TYPE E OR S, GRADE B (35 KSI) 8. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH CODES, RULES, REGULATIONS, 1. ALL MASONRY WORK SHALL BE 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 STRUCTURES(ACI 530/ASCE 5/TMS 402)-LATEST EDITION. STATE,THE AMERICANS WITH 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 INFORMATION AND/04 WORK IS SPECIFICALLY AND THE NEW WN ON THESE DRAWINGS. WITH PROPOSED FINISH,LIQUID MEMBRANE CURING COMPOUND, KURSEAL 830(1 COATS) OR EQUAL,APPLIED IN 2. ALL HOLLOW LOAD BEARING C014CRETE MASONRY UNITS(CMU)SHALL BE IN ACCORDANCE WITH 5. ALL STRUCTURAL STEEL TO HAVE ONE COAT OF STANDARD SHOP PRIMER. TOUCH UP ALL STRUCTURAL STEEL ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ASTM-C90,GRADE N,TYPE 1, NORMAL WEIGHT,WITH A NET AREA MINIMUM COMPRESSIVE STRENGTH OF 1,900 AFTER ERECTION w/SAME PRIMER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO PSI(AVERAGE OF THREE UNITS) AND 1,700 PSI(INDIVIDUAL UNIT). GROUP LLC 1. CONSTRUCTION JOINTS SHALL BE SAWN WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. JOINTS SHALL BE 6. CONTRACTOR/FABRICATOR SHALL NOT DRILL HOLES,CUT NOTCHES, COPE FLANGES, OR OTHERWISE THE OWNER FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. INSTALLED WITH THE USE OF CIRCULAR WETSAW AND BE PLACED IN ACCORDANCE WITH THE PATTERN INDICATED 3. ALL SOLID LOAD BEARING CMU SHALL BE IN ACCORDANCE WITH ASTMC-145,GRADE N,TYPE I, NORMAL MODIFY STEEL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWING SET OR APPROVED BY THE ON THE DRAWINGS,TO A MINIMUM DEPTH OF 113 SLAB THICKNESS. WEIGHT,WITH A GROSS AREA MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI (AVERAGE OF THREE UNITS). ENGINEER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN WORK SITE AT ALL TIMES. THIS INCLUDES 4. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM-C270 TYPE"S", OR OTHERWISE NOTES,PROPORTION THE REMOVAL OF ALL TRASH AND CONSTRUCTION DEBRIS. 8. SEALER SHALL BE APPLIED TO SLAB IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS WHEN NOTED ON SPECIFICATION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND PREPARATIONS REQUIRED FOR 11. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN DRAWINGS. 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM- INSTALLATION. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL CURRENT OSHA STANDARDS.C476 FINE OR COARSE,AS NOTED. Architectural Desi THEIR RESPECTIVE TRADES. g 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 117. FLOOR 6. NO ADMIXTURES SHALL BE ADDEDTO GROUT OR MORTAR WITHOUT PRIOR PERMISSION FOR THE ENGINEER 1 8. ALL CONNECTION COMPONENTS(FASTENERS,PLATE STOCK,WASHERS,ETC.) USED IN GALVANIZED FRAMING Facility Consulting 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING HIS OWN WORKMANSHIP TO THE EXTENT THAT FLATNESS F-NUMBER AND LEVELNESS F-NUMBER SHALL BE 25 AND 20,RESPECTIVELY,UNLESS NOTED. ARCHITECT. CALCIUM CHLORIDE IS STRICTLY PROHIBITED. CONNECTIONS TO BE HOT DIP GALVANIZED. ALL CONNECTION COMPONENTS USED IN STAINLESS STEEL Strategic Planning FRAMING CONNECTIONS TO BE STAINLESS STEEL. g g 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/I C LARGER THAN THE BOLT DIAMETER. INSTALLED. 8. REINFORCING BAR (RE-BAR)SHALL BE IN ACCORDANCE WITH ASTM-A615,GRADE 60,WITH MINIMUM YIELD 10. ALL BOLTS TO BE HIGH STRENGTH BOLTS A325X-3/4"DIAMETER w/WASHERS,UNLESS NOTED OTHERWISE. WOOD SHEATHING & SUB FLOOR NOTES STRENGTH OF 60 K.S.I. 14. IT RLS THE RESPONSIBILITY TI THE CONTRACTOR NT KEEP CONSTRUCAND EXTERIOR R (DUST FROM PENETRATING INTO THE 9. ALL MORTAR JOINTS SHALL BE COVCAVE FOR EXPOSED SURFACES, UNLESS OTHERWISE NOTED. 11. ALL EXTERIOR BOLTS SHALL BE HOT DIP GALVANIZED,UNLESS NOTED OTHERWISE. REMAINDER OF THE EXISTING RESIDENCE.THE INTERIOR AND EXTERIOR (IF REQUIRED} OF THE SITE SHALL BE SWEPT 1. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD CLEAN AT THE END OF EACH WORKING DAY.THERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD. PRODUCT ASSOCIATION STANDARDS. ALL EXTERIOR SHEATHING&SUB FLOORING SHALL MEET APA 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. tt l 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 .�{}}A Mercia Lane 2nd Floor 15. THE AREA OF WORK SHALL BE SECURELY ENCLOSED AND LOCKED BY THE LAST CONTRACTOR TO LEAVE THE WELDER. JOBSITE AT THE END OF EACH WORKDAY. 2. ALL ROOF SHEATHING SHALL CONSIST OF THE FOLLOWING,UNLESS NOTED: 12. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND PATTERN UNLESS OTHERWISE SPECIFIED. Greenwich, CT 06830 • 5/8"CDX PLYWOOD 13. GROUT SHALL BE PLACED WITH A MAXIMUM POUR HEIGHT OF 8'-(J'IF LOOKOUTS ARE PRESENT OR A 14. WHERE FILLET WELD SIZES ARE NOTED AS"AISC MIN"ON DRAWINGS, FABRICATOR TO PROVIDE MINIMUMSIZE • ATTACHED w/ IOd RING SHANK NAILS 6"O.C.EDGE, 17'O.C.FIELD,TYP. MAXIMUM OF S4r WITHOUT LOOKOUTS. WELD BASED ON MATERIAL THICKNESS AND FOLLOWING CHART. ACTUAL WELD SIZES TO BE SHOWN ON MECHANICAL NOTES 3. ALL FLOOR SUB FLOORING SHALL CONSIST OF THE FOLLOWING,UNLESS NOTED: SHOP DRAWINGS. r- (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 • ATTACHED w/ lOd RING SHANK NAILS,6"O.C.EDGE, 17O.C.FIELD,TYP. MATERIAL THICKNESS OF MINIMUM SIZE OF MAXIMUM SIZE OF CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN TY 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) Fit-LET WELD(IN) 1.618033988749894848204586834365638117720309... SPECIFICATIONS FOR STRESS-GRAD:LUMBER AND IT'S 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 • 117'CDX PLYWOOD OVER 1/4 TO 1/2 3116 f- gmq@golden-meon.corn • ATTACHED w/ 10d RING SHANK NAILS,6"O.C.EDGE, 17'O.C.FIELD,TYP. 2. ALL TRUSS DESIGNS SHALL BEAR THE NAME AND SEAL OF A LICENSED PROFESSIONAL ENGINEER REGISTERED OVER 1/5 TO 3/4 114 THICKNESS OF 1. ALL PLUMBING WORK,EQUIPMENT,ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • NAILING PATTERNS TYP.,UNLESS NOTED AT SHEARWALL IN THE STATE OF THE PROJECT. TRUSSES TO BE UNIVERSAL FOREST PRODUCTS OR EQUAL. OVER 3/4 5/16 MATERIAL- 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 SUPPLIER SHALL SUBMIT COPIES OF THE TRUSS DESIGN CALCULATIONS AND SHOP DRAWINGS TO INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED AS • ROOF SHEATHING:518"ADVANTECH OSB OR ZIP SYSTEM ROOF SHEATHING THE PROJECT ENGINEER FOR DESIGN COMPLIANCE. REQUIRED DURING CONSTRUCTION AND APPROVED AT THE END OF THE PROJECT BY THE TOWN PLUMBING • FLOOR SUB FLOORING:7/8"ADVANTECH OSB TONGUE&GROOVE FLOORING Peconic Landing INSPECTOR. • WALL SHEATHING: 1/7'ADVANTECH OSB OR ZIP SYSTEM WALL SHEATHING 4. ALL LUMBER SHALL CONFORM TO THE SPECIES AND RECOGNIZED NOMINAL SIZES SHOWN ON THE TRUSS ENGINEERING DRAWINGS. LIST OF ABBREVIATIONS Hermitage II B--Unit#020 ELECTRICAL NOTES 6. HANDLING AND STORAGE IN ACCORDANCE w/APA-THE ENGINEERED WOOD ASSOCIATION 5. ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A466-72 GRADE A GALVANIZED COL -COLUMN MIN -MINIMUM 1500 Breaknock Road STEEL OF NO LESS THAN 20 GAGE THICKNESS WITH A MINIMUM YIELD OF 33,000 PSI AND AN ULTIMATE TENSILE 1. ALL ELECTRICAL WORK,EQUIPMENT, ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES, STRENGTH OF 45,000 PSI. CONN -CONNECTION OC -ON CENTER Greenport, NY 11944 REGULATION AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.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 ATTHE 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: 1 r-1 UU t 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 IX -EXISTING RFT -RAFTER DRAWN BY: FBR 2. FOOTINGS HAVE BEEN DESIGNED TO REST ON IN-SRU SOIL,WITH AN ALLOWABLE BEARING CAPACITY OF ATTACHED IN ACCORDANCE WIT SPECIFICATIONS. 17-257 THE NEW YO RK STATE BUILDING CODE RULES AND REGULATIONS,SHALL BE PROVIDED ADJACENT TO SLEEPING FDN -FOUNDATION SST -SIMPSON STRONG TIE Project Number. SPACES ON EACH FLOOR LEVEL AND SHALL BE LOCATED ON OR NEAR THE CEILING. 2,000 P.S.F.IF ACTUAL CONDITIONS DIFFER THAN WHAT ASSUMED,CONTRACTOR SHALL NOTIFY THE FF -FINISH FLOOR TBD -TO BE DETERMINED 1" ENGINEER IMMEDIATELY,PRIOR TO PROCEEDING WITH WORK. 9. TRUSS SUPPLIER IS TO SUPPLY PLAN-0 CONTRACTOR SHOWING LOCATION AND REQUIREMENTS FOR ANY ELF? -FLOOR TOF -TOP OF FOOTING Zoning Approval: 3. AT LEAST ONE SINGLE STATION SMOKE ALARM DEVICE,IN ACCORDANCE w/NFPA 72,SHALL BE PLACED ON TEMPORARY BRACING REQUIRED FDR 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 INSTALL 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. COMMERCIAL BUILDING PER BUILD NG CODE REQUIREMENTS OF NYS. LVL -LAMINATED VENEER TYP -TYPICAL As-Built: 4. ALL ORGANIC MATERIAL TO BE REMOVED PRIOR TO PLACEMENT OF SUB-BASE/FOUNDATION. LUMBER UN -UNLESS NOTED 5. ALL SUB GRADE MATERIAL TO BE PROOF ROLLED PRIOR TO PLACEMENT OF FOOTINGS,ANY AREA MAX -MAXIMUM VIF -VERIFY IN FIELD OBSERVED TO HAVE SPONGY MATERIAL TO BE INSPECTED BY THE ENGINEER PRIOR TO PROCEEDING. I JOIST NOTES 6. ALL EXCAVATIONS SHALL BE CONDUCTED AND BRACED IN ACCORDANCE WITH THE PROVISION OF THE 1. ENGINEERED WOOD I-JOIST TO BE NSTALLED IN ACCORDANCE WITH MANUFACTURER ARC& T OCCUPANCY SAFETY AND HEALTH ADMINISTRATION"STANDARDS FOR THE CONSTRUCTION INDUSTRY,29 RECOMMENDATIONS. ��� ��RYAN,✓R F� CFR PART 1926-SUB PART P-EXCAVATIONS". 2. WEB STIFFENERS OR SQUASH BLOCKS TO BE INSTALLED AT ALL JOIST BEARING CONNECTIONS. 7. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY UNSUITABLE MATERIAL IS UNCOVERED DURING 0 EXCAVATION. ATTHE DISCRETION OF THE ENGINEER,UNSUITABLE MATERIAL SHALL BE REMOVED AND 3. POST OR COLUMN LOADS AT FLOOR/WALL JUNCTION SHALL HAVE SOLID BLOCKING FROMSILL PLATE LU 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. cc} COMPACTED IN 10"LIFTS TO 95%OF OPTIMUM MODIFIED PROCTOR DRY DENSITY. ALL LIFTS SHALL BE TESTED AT A RAT10 OF 1 PER 500 SF OR AT THE DISCRETION OF THE ENGINEER. 4. ALL MECHANICAL PENETRATION SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS �0 RECOMMENDATIONS. V.. 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.: �Jr � V EXCAVATION. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NYS CODE RULE 753. UPON DISCOVERY OF UNKNOWN UNDERGROUND FACILITIES, CABLING, ETC.WORK IN THAT AREA SHALL 6. I-JOISTS ARE NOT MEANT FOR EXTERIOR USE. JOISTS SHALL BE PROTECTED FROM THE WEATHER AT ALL CEASE.NOTIFY UFPO, OWNER AND ENGINEER IMMEDIATELY.DO NOT PROCEED WITH WORK UNTIL TIMES PRIOR TO PLACEMENT AND SHALL BE PROTECTED UNTIL ROOF HAS BEEN ADEQUATELY DRAWING TITLE: RECEIVING WRITTEN DIRECTION TO DO SO FROM THE OWNER'S PROJECT REPRESENTATIVE. INSTALLED ON THE STRUCTURE. Supplmental Notes -- Unit 7. LATERAL RESTRAINT FOR THE BOTTOM FLANGE IN THE FORM OF BRIDGING,BRACING, BLOCKING, OR AB CEILING MATERIAL SHOULD BE PRCVIDED AT 8'-0"OR LESS ON CENTER. Paper Faced C) Batt Insulation 3/4"Sheathing w/Tyvek or Similar. ■ t #0 1/2"GB Finish; Finish Wood Clapboard Siding Hermitage 1T. ® el B e nI I.l E o E 9 518"@ 1 Hour Walls_ Y �� Metal Flashing at Sill. SLAB HAUNCH, 12 x10" 3/4"Finish Floor f"'U" w/ (2) #4 BARS ami W 3/4"Sub Floor Wood Ledger w/1/2"Diam. CONCRETE SLAB, 5"THICK w/ c Floor Joist Bolted Connection @ 4'-0"o.c. STEEL Framing w/ " SLAB CONSTRUCTION, WWFbx6 W2.9x2.9, o > Paper Faced 2x4 Decking w/1/2 Spacing_ SEE DETAIL AJS1.1 DECK CONSTR. TOW — TROWEL FINISH D 1 11 N Batt Insulation. Eonec IV g f SEE DETAIL A/S-3.0 0-6 0 • on. J TOS _ _ _ _ CD 2x10 Deck Framing w/Joist Hangers. _ �_ a – TOP OF DECK 0'-0" HIGH 2x6 PT Sill Plate ; . a ��•. w/1/2"Diam_Anchor Q • 0-0� -0'-2" LOW DECK JST 2x8 PT WALL REINF., Bolts @ 4'-0"o.c. �- ,= •�� � Slo a Grade r` Away from Foundation. . n 16" O.C. • SEE DTL AJS-1.1 When We Build,Let Us Think That We Build Forever... Concrete Foundation -_ � _ Wall as Per —2 5-Eo tt _ z. Rebar @ Top rr /// Code. .. i a 18"o.c. ' OWNERSHIP AND USE OF DOCUMENTS CRAWL SPACE 2 y4" VAPOR BARRIER, 10 MIL., © Copyright 2022 - Qa. � _ 2 1 "R-0_nsulation. 2'-0' OVERLAP AT SEAMS 8"WALL By WI _ 8"WALL 4"Concrete Slab brave or Similar FDN WALL CONSTRUCTION, Frank B.Ryan,Jr.AIA <� and m Grla Footing. SEE DETAIL A/S1.1 The Golden Mean Group,LLC on Plastic Membrane ..a"I .- 1 - � COMPACTED SUB-BASE-6" GRAVEL -TYPE #1 (NYSDOT The drawings ITEM#304.11) COMPACTED and all the ideas,arrangements,designs,and TO 967o OF OPTIMUM MODIFIED plans indicated thereon or represented thereby PROCTOR DRY DENSITY, TYP. — are owned and remain the property of Li Frank B.Ryan,Jr.AIA Architect U and no part thereof shall be utilized by any person, firm,corporation,or entity for any DV -- TVDical Construction D eta i IWALL TO BE INSULATED SIM.TO DETAIL purpose whatsoever,except with the express SCALE: 3/4" A/SIJ �' HEATED LAUNDRY ROOMco written consent of FOOTING CONSTRUCTION, Frank B.Ryan,Jr.AIA SEE DETAIL A/51.1 andTOF The Golden Mean Group,LLC. -4'-3" CONSULTANT: WALL CONSTR.SEE fl OOR PER OWNER STRUCTURAL DETAILS FLOOR SHEATHING,3/4"BG ►/�\1� ANCHOR BOLT,1/2"HDC-HEAD,A307 T&G ATTACHED w/10d NAILS �t/�11 • STEEL GALV.10"EMBED.,SPACED 07@,,6"O.C.EDGE, 12"O.C.FIELD 1",J 48"OC, 12"MIN Co-,CORN'-RS 2x PT SLEEP FRS / \ SILL PLATE,2x6 PT,w/ CONCRETE SLAB,4"THICK4x SILL SEALER OWLNS w/WWF4x4 W1. 1.4, SLANT: CORNING OR EQUAL STEEL TROWEL FINISH FOOTING CONSTRUCTION, 1ST. FF VAPORERLAP R, 10 SEMII., Foundation l a�-Deck SEE DETAIL AJS-1.1 0. 2'-O'OVERLAP AT SEAMS -3„ ` ` - - - - Foundation Gara e TOS/TOW — — SCALE: 12" = 1'-0" NOTES: 0 ° SCALE: 12"= 1'-0" - SLAB DOWEL TO EXTEND VERT.WALL REINF., INTO SLAB 24"#4 BARS #4 BARS AT 24"C.C. «' 12"OC, 20"SPLICE 8"WALL COMPACTED SUBBASE,6"GRAVEL, INTO WALL TYPE#1 NYSDOT ITEM#304.1 1, COMPACTED TO 95%OPTIMUM MODIrIED PROCTOR DRY DENSITY SLAB CONSTR - � RIGID INSULATION, PIER REINFORCING SEE DTL, F/S-1.1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... d 2"THICK r (4) #5 BARS 8" CHAMFER EDGE Fe �- HORI7.WALL REINF.,#4 BARS AT U 24"O.C.CONT.,20"SPLICE E LENGTH,w/(2)#4 BARS C'TOP PIER TIES #3 BARS SLOPE 2" OF SLAB" DROP KEYWAY,2x4 10"o.c. - N MEAN FOOTING DOWEL,#4 BARS W/ DOUBLE TIE AT TOP LLC __F (A'24"O.C.,6'HOOK MIN 4 3 FTG REINF.,13)#4 BARS 2" COVER 1 b EQ.SPACED w/3"BOTTOM • • COVER, - SCRFCNED GRAVEL,1/2" (NYSDOT 703- — CONT.SPLICE LENGTH 20",TYP. TYP. CLASS 1),&WRAPPED IN GEOTEXTILE • TOW NON-WOVEN,AMOCO 4551,TYP., d _�'_2" Architectural Desig EXTENDING 3'-0"ABOVE TOP OF FTG, WALL FacilityConsulting APPROX.7-0"WIDTH,INSTALL CONT. g AROUND EXT.FDN,TYP.WHERE DRAIN 2'-0" 1'-O" • • Strategic Planning PIPE IS SHOWN,UNLESS NOTED DRAIN PIPE,4"PERF.PVC, PIER P AN VIEW SCH.40,SLOPED TO WALL REINF., DRAIN TO DAYLIGHT SEE DTL AIS-1.1 w #1 Mercia Lane, 2nd Floor 2 a. r Foundation UJ Slab w Greenwich, CT 06830 SCALE: 12"- 1=0 1 J. i (203) 410-5783 voice BASE PLATE, 1.618033988749894848204586834365638117720309... SEE DETAIL D/S3.1 oO gmg@golden-meon.com O �' 3" REVEAL MIN. / \ z j 1 • e � J `UTOP 1 JOB NAME: INTERIOR WALL ABOVE, m 'S — 2x6 C 16"O.C. -0'-10" VI F. w/ Peconic Landing FINAL GRADINGFoundationGara e Door SCALE: 12"= 1'-0" N O Hermitage II B--Unit#020 SILL PLATE, 2x6 PT, — ANCHORED w/ MASONRY PIER TIES, Vi U 1500 Breaknock Road SCREWS, 1/4"DIA. x 4" #3 BARS C 10"O.G. = O Greenport, NY 11944 SLAB CONSTRUCTION, LENGTH, SPACED G 16" W/ DOUBLE TIE AT TOP m °_, W SEE DETAIL A/Sl.l O.C. O o WALL REINF TO BE CONT. NIO Q v� THROUGH FTG STEP Z Z BOT WALL 8. FTG REINF PIER REINFORCING, 1'-0"SQ. w_ ZOO t= � TO BE SLOPED C STEPS, DATE: 17-1001 — — — — (4) #5 BARS, PIER BASE z U_ 1=- U5 FOUNDATION WALL p Z STANDARD LAP, TYP. SCALE: As Noted 0 > v DRAWN BY: FBR e 2 e — — EQUALLY SPACED - O > Project Number. 17-257 � a- � 3 O w p Zoning Approval: Building Permit: ' Q ZBID Docs: Z P= w N w Construction Docs: • • • U_ 00 > Z V) As-Built: < X Q LU LU TO F V) 0 ARC SLAB HAUNCH, 2'-0"x 12"THK., w/ REBAR HOOK b SEE PLAN F.� YAu,.7R (3) #4 BARS, CONT.w/20"SPLICE (4) #5 BARS • • • TOF _ 2-0' FTG REINFORCING SEE PLAN � UJ #5 Oct 12 O.C.E.W. FOOTING FOOTING CAN BE SLOPED -( 3S I_a b Haunch 3'-0"SQUARE Oct 450 DEPENDING ON SCALE: 12" = 1'-0" SOIL TYPE, IF NECESSARY 2x STEP DISTANCE BETWEEN FTG STEPS sheet No.: ` :V3M 5Foundation _ Pier H (MIN) TO EQUAL 2x STEP HEIGHT (MIN) SCALE: 12" = 1'-0" DRAWING TITLE: Supplemental Details -- 8 Concrete Step Unit AB SCALE: 12" = 1'-0" C) WOOD FRAMING LEGEND J�Hermitage - Model _ n ■ O 9•c RFT/JST 2x PROPOSED JOIST/RAFTER-COMMON (� a U E 1-1ST(SI7F INDICATFD)r,_ f s PROPOSED I-JOIST-DESIGNATION&DEPTH N+ 3 U.C.,I Y . O �$� _RFT/JST 2x_ PROPOSED JOIST-RAFTER OR REINF MEMBER C `5 FINISH ROOFING SI7E AS INDICATED PROPOSED STEEL BEAM/GIRDER PER OWNER o19 N 19 SIZE AS INDICATED N PROPOSED BEAM/HEADER OR REINF MEMBER ROOF SHEATHING, 5/8" CDX, 1— SI7F AS INDICATED LVL BEAM/HEADER, ( 1 Od NAILS @ 6" O.C. ( PRE-ENGINEERED TRUSSES TO 1!)PLYS&MEMBER DEPTH T&G, BEARING CONNECTION EDGE, 12" O.C. FIELD, TYP. I BEAR ON EXTERIOR WALL When We Build,Let Us Think That We Build Forever... PRE-ENGINEERED TRUSSES, SOLID BLOCKING,2x6 FACE MOUNTED CONNECTION w/METAL SEE TRUSS SCHEDULE r o CONNECTION PI ATE,TYPE AS SPECIFIED 12 OWNERSHIP AND USE OF DOCUMENTS cj 1 © Copy SUB FASCIA, By P INTERIOR BEARING WALL 2x8 RIPPED TO FIT 2 right 2022 Frank B.Ryan,Jr.AIA and WOOD COLUMN FASCIA AND SOFFIT — — 6 — The Golden Mean Group,LLC PER OWNER 2 `_ 6 The drawings 9 HOLDDOWN, and all the ideas,arrangements,designs,and [3 Q STEEL COLUMNplans indicated thereon or represented thereby TOP PLATE 6 SST H l 0 are owned and remain the property of DOUBLE TOP PL, Frank B.Ryan,Jr.AIA Architect <I— --� SHEATHING 19'-5 5/8" ,� / I (2) 2x6_'-� and no part thereof shall be utilized by any person, firm,corporation,or entity for any SW-_ WOOD SHEARWALL purpose whatsoever,except with the express 3 SOLID BLOCKING, written consent of *� SHEARWALL HOLDDOWN / \ 2x6 RIPPED TO FIT WALL STUDS, 2X6@ 16 O.C. / Frank B.Ryan,Jr.AIA / '\ wJ BLOCKING @MID POINTS and 0� BEAM/COLUMN MOMENT CONNECTION LADDER OVERHANG The Golden Mean Group,LLC. FRAMING, 2x6 @ 16" O.C. HOLDDOWN, w/ 2x6 LEDGER, TYP. SST H10 CONSULTANT: KNIFEPLATE, ROOF SUPPORT BEAM, PRE-ENGINEERED TRUSS SCHEDULE 6x10 RC SEE DETAIL E/S3.1 6 Connection Detail CONSULTANT: DEAD TRUSS Il) TYPE SLOPE TOP CHORD BOTTOM CHORD NOTES SUPPORT POST, SCALE: 12" = 1'-0" LOAD DEAD I OAD T-1 GABLE 5 ON 12 12 PSF 10 PST 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 10 PSF T-[W-2 GABLE 50N 12 12 PSF IO PSF END WALL TRUSS 3 NOTES: Detail SOLE PL, NOTES: _ SCALE: 12�� 1�-0�� SEE DETAIL J/53.1 DECK FLASHING, 2x6 I. 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 7/8" LVL 4. AlLTRUSSES SPACED AT7-0"o.C.MAX. RIMBOARD, w/ (2) 112" DIA. 5. ATTIC SPACE_LOADING IS 20 PSF AND TO HAVE 3/4"CDX SHEATHING. THRU BOLTS @ EACH JOIST FLOORING PER OWNER 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... KNIFE PLATE, SEE DECORATIVE CONN. POINT& (1) @ DETAIL C/S3.1 FACEMOUNT HANGER, MIDPOINT ON EACH JOIST BAY FLOOR SHEATHING, 3/4" BC, Truss Information SST OHU48-SDS3 T&G ATTACHED wl 10d NAILS The FACEMOUNT HANGER, SST SCALE: 12" - 1 -0 SUPPORT BEAM, p c-) 6" U.C. EDGE, 12" O.C. FIELD u,rin Rr 1 l DECKING PER OWNER OHlJ48-SDS3 OR CONCEALED GOLDEN DEAN O 1 HANGER CIT3-\ GROUPLLC - - — oLL o!o - DECK JST 4x8 RC I w, W, DECK JST 4x8 RC @ 36" OC @ 36" OC l Architectural Desig Facility Consulting 2 Strategic Planning 4• 5 12 ,p — 15 — j: 6 EXTERIOR WALL SHEATHING, \—I JOIST TJI 560 11-719' I I 112" CDX, T&G, lOd NAILS @ 6" @ 16" O.C. KNIFE PLATE, O.C. EDGE, 12" O.C. FIELD, TYP. 5/6'TF � SEE DETAIL E/S3.1 UNLESS NOTED @SHEARWALLS� SEE DTL I/S-3.1, FOR #1 Mercia Lane, 2nd Floor TYP NAILING REQS Greenwich, CT 06830 TRUSS 1-2 SUPPORT POST, DOUBLE TOP PL, SCALP: 114"=P 8x8 RC (2) 2x6 r (203) 410-5753 voice Truss Detail SCALE: 12" = 1'-0" I 1.618033988749894848204586834365638117720309... 4 Connection Detail Connection Detail gmg@golden-mean.con) SCALE: 12" = 1'-0" SCALE: 12" = 14" JOB NAME: 12 Peconic Landing Hermitage II B--Unit#020 5 ROOF CONSTRUCTION, 8x8 RIC SEE DETAIL A/S3.0 BEYOND OST 1500 Breaknock Road ----------- SUPPORT BEAM, (4) 2x8 Greenport, NY 11944 --- PT, FACE MOUNTED TO LEDGER 2x8 PT, ANCHOREDLADDER OVERHANG FOUNDATION CONTR. COL w/SST HUC28-4 TO FDN WALL wl HILTI HY200 FRAMING 1/2" DIA.w/4" EMBEDMENT SEE DETAIL A/S1.1 FACEMOUNT HANDER, @ 24" O.C.SPACING DATE: 1 i-1UU1 SST LUS28 FLOOR CONTR. SCALE: As Noted 4 _ GARAGE TOP PLATE SEE DETAIL A/S1.1 DRAWN BY: FBR 2 C6 7-0 5/8" DECKING PER OWNER FACEMOUNT HANGER, Project Number. 17-257 — — SST LUS28 — — — — 6 Zoning Approval: — Building Permit: BID Docs: `b 2 e Construction Docs: HOLDDOWN, — As-Built: SST H10 FASCIA AND SOFFIT0 PER OWNER DECK JST 2x8 PT DECK JST 2x8 PT e � SOLID BLOCKING, Od 16" OC @ 16" OC 7 2x4 RIPPED TO FIT e e e � .RYA � WALL CONSTRUCTION, ¢�Q ARC $ BEY KNIFE PLATE EEE DETAIL EO/Sll ��a N SEE DETAIL A/S3.0CONN F C� Roof Eave CONCRETE PIER, .v SCALE: 12"= 1'-0" SEE DETAIL D/51.1 Sheet No'5 ~' WING TITLE: Connection Detail Conection Detail DRAWING Details -- SCALE. 12 - 1 -0 SCALE: 12" - 1 -0 Unit AB ROOF CONSTRUCTION, J SEE DETAIL A/S3.0 —� M PRE-ENGINEERED TRUSS, Hermitage Unit #019 o •_' SEE TRUSS SCHEMATIC a F- 8 TOP CONN PL, SCALE: F'= 6" . 2x6 SUB FASCIA, a s E co 2x6 RIPPED TO FIT STEEL BEAM, a� w W14x26 FASCIA AND SOFFIT o SOLE PL, PER OWNER SPANi3 NO NOTCHES (D 2x6 STEEL BEAM TO BE PACKED OUTw/ (4) 2x12 RIPPED TO FIT, ANCHORED 6 6 CENTER SPAN/3 o N C7 LEDGER, 2x8 PT CONN.TO PACKED w/ (2) ROWS 112"DIA.THRU BOTLS F OUT STEEL BEAM wll/2" DIA.Tf IRU BOLT INTERIOR FLOOR CONSTR. <D/3 NOTCHLS F— r 18" O.C.SPACINGI SEE DTL A/S3.0 1 MAX D/6 rWhen We Build,Let Us Think That We Build Forever... 6 's MAX DIA. D/3 b zee END NOTCHES DECK JST 4x8 RC 2 b MA D/4 36" O C ' OWNERSHIP AND USE OF DOCUMENTS a © Copyright 2022 z By - Frank B.Ryan,Jr.AIA 41 and T-1— I MIN. 2" FROM TOP The Golden Mean Group,LLC WALL CONSTR. PENETRATIONS SHALL NOT BE AND BOTTOM The drawings and all the ideas,arrangements,designs,and SEE DETAIL A/S3.0 b I J0IST TJ1560 11-7/8" 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 BEAM TO HAVE THREADED 11 7/8" LVL Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any STUBS ON TOP & BOTTOM person, firm,corporation,or entity for any FLANGES FOR PLATE CONN., FLOOR CONSTRUCTION, NOTE: purpose whatsoever,except with the express 112' DIA. @ 2'-0" O.C. written consent of SEE DETAIL A/S3.0 1. REQUIREMENTS APPLY TO NOMINAL LUMBER ONLY, PENETRATIONS Frank B.Ryan,Jr.AIA FOR LVL & I-JST MUST REFER TO SPECIFIC MANUF. and The Golden Mean Group,LLC. Connection Detail _ CONSULTANT: SCALE: 12"- 1 -0 K V MEP PENETRATIONS TYP. NTS I J 0IST TJ15 60 11 7/8" CONSULTANT: @ 16" °C MEP Penetration Details SCALE: 12" = 1'-0" z e NOTES: 2 6 WEB STIFFNER PER_// MANUF. I DOUBLE TOP PL, (2) 2x6 EXTERIOR SHEATHING 011 JOIST TO SOLE PLATE, ATTACHED TO STUD w/ (2) 16d FACE NAILS 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... EDGE: 10d @ 6' O.C. FIELD: 10d a 12' O.C., FLOOR SHEATHING ATTACHED TO EDGE:FLOOR 6 D.C. Connection Detail The EDGE: lOd �a 6" O.0 " = 1'-0" FIELD: IOd C 12" O.C. SCALE: 12GOLDEN MEAN STUD TO SOLE PLATE, (2) 16d END NAILS 2 R 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; r FLASHING TO EXTEND UNDER ALIGNED w/ I-JST SIDING AND RUN TO BOTTOM OF #1 Mercia Lane 2nd Floor FLANGE IF PRESENT i /b SILL PLATE w/ DRIP EDGE, MATERIAL PER ARCH. Greenwich, CT 06830 2 RIM TO DOUBLE TOP PLATE, JOIST TO DOUBLE TOP PLATE, FLASHING IN AREA OF (203) 410-5753 voice 1 O TOE NAILS @ 6"O.C, (3) l Od TOE NAILS SPACER TO BE SLOPED ALONG TOP AND DRAIN TOP PLATE TO TOP PLATE, FIELD: 16d n 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 I ATTACHMENT VARIES, SEE MAIN WALL SECTION JOB NAME: FOR CONSTRUCTION Peconic Landing Nailing Detail__ Hermitage II B--Unit#020 SCALE: 12" = V-0" �SILICONE CAULK 1500 Breaknock Road APPLIED ALONG Greenport, NY 11944 BACK OF SPACER F 1/-1uU1 As Noted ICE & WATER SHIELD, GRACE OR BY: FPR EQUAL, 6'WIDTH PLACED ALONG umber. 17-257 LEDGER n SPACER pproval: Permit: s: SPACER TO CONSIST O F ction Docs: COMPOSITE DECKING, SOLID : 5/4"x 6"x 6" MIN. PLACED AT EVERY ATTACHMENT POINT,TREX OR EQUAL, TOP OF SPACER TO BE SLOPED TO ONE SIDE TO AR ALLOW PROPER DRAINAGE RY w FNo.: AV M- 5 DRAWING TITLE: _Connection Detail Supplemental Details -- SCALE: 12"= 1'-0" Unit AB U J r Hermitage 11 - Model B __ Unit #01 9 - B0 '1, CA �, v .. v I'' U Cy (n U I -9 O m I � � I � V C n C V J _ N I I I I I When We Build,Let Us Think That We Build Forever... I I I OWNERSHIP AND USE OF DOCUMENTS 888888 © Copyright 2022 8 By $$� Frank B.Ryan,Jr.AIA 88 and The Golden Mean Group,LLC I The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of _____ ___ _____ Frank B.Ryan,Jr.AIA Architect --—--—--—-- --—--— -—--—--—--—--—--—--—--—--—--—- and no part thereof shall be utilized by any person, firm,corporation,or entity for any I purpose whatsoever,except with the express I I written consent of Frank B.Ryan,Jr.AIA � I and The Golden Mean Group,LLC. I CONSULTANT: I I I I I i I i I I j I I CONSULTANT: , I I I NOTES: - - !- ( I - ---------------- ----- , I I i - ----------------- - - — i i 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 F/ I - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I 203 410-5787) voice Unit B \ Fp - 1.618033988749894848204586834365638117720309... � I f i gmgCa)goIden -mean.com I � I / / -- -- - ----- --- JOB NAME: I ' Peconic Landing I - J Hermitage II B--Unit#020 I . 1500 Breaknock Road = I Greenport, NY 11944 LEI I - DATE: 1 r-1 UU1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: 1 I Construction Docs: As-Built: M ----------------- ------------ --------- If REDq,� fll G�5 �WK B.Ry, C,y I 1 � � True North ����" �` Sheet No.:�/�®`�1���'�'lJ. V 5—B Site P,la,n, -- Unit B � ��'`� SCALE: 118 - 1 -0 DRAWING TITLE: Project North Building Site Plan -- Unit B U J ti Hermitage 11 Model O 5. o4 of a U •� U A r U C13 D o o W L.L. C r n c V N ^` J W � ————————————————————————————————————————————————————————————————, 1 1 1 1 When We Build,Let Us Think That 11%Build Forever... 1 - 1 1 1 1 w- - - - - - •- - - -- OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 1 i By Frank B.Ryan,Jr.AIA 1 and 1 The Golden Mean Group,LLC KThe drawings 1 s and all the ideas,arrangements,designs,and 1 plans indicated thereon or represented thereby 1 9 are owned and remain the property of 1 Frank B.Ryan,Jr.AIA Architect 1 and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express 1 '13 -5 1/2" '10" 6 -0 1/2" _ _ 1 1 i written consent of 1 Frank B.Ryan,Jr.AIA 1 � 1 1 I and 1 ^ r K� f The Golden Mean Group,LLC. 1 V ' 1 ' 1 I 1 CONSULTANT: 1 ' 1 0 1 1 2'-0" 1. 1 1 1 1 • I I 1 bo 1 CONSULTANT: oo 17F . 1'-3 7/8"< I 0 f I I + 9 NOTES: 1 1 1 1 2 — — — — — — — — — — — — — — — — — — — — — 00 I � 1 1 o 1 1 ' 1 0, 1,1,2,3,5,$13,21,34,55,89,144,233,377,610,987... I 1 I 1 7'-31/8" 6'-4" 1 1 _ 1 1 The 1 1 L47 y, r GOLDEN MEAN ----� GROUP LLC H' 1 13' - 3" 1 - I 1 � I 1 i Architectural Desig Facility Consulting 1 Strategic Planning 3 — — — — — — — — T — — — — — — — — — — I I 1 f 1 1 1 1 9 1 #1 Mercia Lane 2nd Floor I I ------------------All Greenwich, CT 06830 (203) 410-5783 voice 1.618033988749894848204586834365638117720309... gmgngnlden-r-ean.com 4 — — — — — — — — — — — — — — — — — — — — I I: JOB NAME: I Peconic Landing 1 I Hermitage II B--Unit#020 1500 Breaknock Road F I Greenport, NY 11944 F it-Iuul s IJoted Y: FBR mber: 17-257 proval.ermit::ion Docs: i I As-BuiR: i I in x B.Ry- * 20 -' 17' - 321 50' -4" " _ I I I I I �• yt -` �` True North Sheet No.: A' F DRAWING TITLE: A B C D E Project North Foundation Plan -- Unit B Footi N L „ Unit B SCALE. -1/4'-'-= 1 -0 U _ M ■ Unit J o® �• It ". a N ■ ermo o O ;v New Combined A301.01 Irl of �,va ■ i' P U 8 u F, c Asphalt Driveway a) wA G 0 a o Ay O Existing p r ." - _ V � C . J ,. _ - - - - - - - - - - - - 1 ---------- -� OJ I 1: ` I _ _. Demolition • . , I - - I 1, • .. - - -----�_.+ ��— --..;—.j-------------s-------- ---------- ----------1 When We Build,Let Us Think That We Build Forever.., 1 . • •. • • I 1 Proposed ' ' • . • , . I 1 p - - OWNERSHIP AND USE OF DOCUMENTS ` 1. Wall Le end © Copyright 2022 • - .- I 3/$" 1'_Q" Frank B.Ryan,Jr.AIA • 1 I 1 and • • • • . - . 1 The Golden Mean Group,LLC ` •- .: . - 1 The drawings - - . - % , • I 1• and all the ideas,arrangements,designs,and ` 1 1 plans indicated thereon or represented thereby • • . . �:. • •• ; . . . - . - 1 • , are owned and remain the property of , . ,' . • • - 1. ,_ _ _ „ _ - Frank B.Ryan,Jr.AIA Architect • .. - • : and no part thereof shall be utilized by any .. . .. - •• ' .. . ., , . - I , _ person, firm,corporation,or entity for any ` •• , - - ;' 1 ' ; - " - • - purpose whatsoever,except with the express . ... _ , , , ` • " . . . f ,., written consent of . . . - - :. : .. • 1 . - '-'- Frank B.Ryan,Jr.AIA • • . .. . , . I . and .. , ' .. . ; 1 The Golden Mean Group,LLC. • . - .. . 1 . ® , . , . t . -: ' -• , - - • � CONSULTANT: . ,- . . - I11 - .. _ I 1 ` • ' . • . . , . ' - . • . - - , - 1 . • ' .. - .. 1 - , - . -,. . Z. . .. . .. - • , i ' . . 1 ;. I 1 CONSULTANT: ... .. 1- - . . . . I.' _ 1 ' ' 1 - . .. ' . . .. ' '- . , .. .', 1 - . 1 . I • . . 11 . .d, 1' , . , ' N 15 1. NOTES: - . . .. _ - 1 - . - .. . - G, . 1 - _ . . . . . - • . 1. .. . .f . . .. _, 1' , ., - , • — — - 1 - . • - I - . . 1.. . • - - - 1 , . , IN „ . , 1 ' ' - _ �' N-28 1. • Garage e Q, 1 , . " . � — _ B 4V(�/ � - 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... �, o II � , , • „ : o i FE:77_:::_� I. . .. . ' . f. .'. :. ' ' ' fl - � _ The .., . . . .. , . . - , IV , . . , I I I 1 GOLDEN MEAN , l - ' , . . :; is .� M • .. -1 . 1 , . . : . . . . .. . . . _. :. =4o i GROUPuc - ' . . . ' - ' . ._ . . I � 1 -'- 1 . I - ,1 . .1 I I � .1, .. I = I IT - I I If . -, uo o - 1 a . _i. �, 1 Architectural Desig Cl) N � 1 1 Facility Consulting - • - - - . _ N I Strategic Planning ,E 05 - I 1 : - ' - . - . ' , Z0 ' :, . - • = - 1 - - i � , 1 I , ' . . O - ' Ramp .* , : IIIII -11 _ _ I _ 11 I . _ 119-1JR1,11I 4 1 Up , - , �10 M - 1 - - - 1 1 I I #1 Mercia Lane, 2nd Floor . -�- I I Greenwich CT 06830 1 r 1 _ 1 o, i I I A 401.02 ----/ (203) 410-5783 voice M10 U� \/ • !I 1 - 1.618033988749894848204586834365638117720309... ,- .. _ " u, Z'=S t18" - -3'=8" LL 4'-5" 2'-91/2" — — �7 co -• -. , '. , - • � -, L - - - - - - - — - — - — - — 4'-2 118" ] � gmg@golden-mean.com �11 7C7 r— : - l CiO. -- r_ -- - - o1 - , . -, I.. -12 I B-05 I ( JOB NAME: a -a - - - - - __�_ N-11 - •' ' . - - 7 . . O - - Peconlc Landing ((-)O - E t�tD 1'; Hermitage IIB--Unit#020 _ - . '_. . , ._ - -_ • . , — '' 2'-9 3/4" - �' - 1500 Breaknock Road , Kit�he Greenport, NY 11944 . lii . _ - . _ - 1 I \� EEEAi 401.04 6 . _ . . . • . - • - : i- 1'-6 3/4" I n I -0 .t ,1 1 I , ■ I I / :�� DATE: 1/-1001 Pato 1 1 - I SCALE: As Noted ll -r DRAWN BY: FBR I • 0 I : - . I __LA I , Project Number. 17-257 io _/ Zoning Approval: F_ o r — _ r — O I I l _ _ Building Permit: . � .-I . -� DW — — — — — — — / - o - BID Docs: f ' . .-1. 1. I � . � - , .- a, I.11 ,' I As-Built: o o 4 �, Construction Docs. J�p 0 — — 0 „ g'_0" - - - — — — — 14 -57/8 — — — 2'-103/8„ . _ _ . .- . . - I - , sO AR , ., -'C5�-�,. — L. 2„ 4'-8 1/2" 4 8' 9 3/4" 1/2" - _ - " , - • - , : • . . . . ; - - - . 1 „ 1 4 ' \�"��'�,fig.RYA ✓ � Ll ' 5 a * 1 Step 501.01 B Y I 1 - A 01.01 B I to • True North °""` Sheet No.: A�� .0 �. 4— I ��v I DRAWING TITLE: L= L= Project North First Floor -- Unit B SCALE: 1/4" = 1'-0" Hermitage 11 Model B Unit #01 9 � B OU a E �•L'u U S cu {y 3 E Im v a, Z5 (� W rO " V � .52 When We Build,Let Us Think That We Build Forever... I � it--------------------------------------------------------------------------------------------------------------------------, 1 1 1 1 OWNERSHIP AND USE OF DOCUMENTS 1 1 1 1 © Copyright 2022 By Frank B.Ryan,Jr.AIA 1 and 1 , The Golden Mean Group,LLC 1 I I 1 The drawings 1 and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of 1 1 1 1 Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express 1 I 1 written consent of 1 I 1 Frank B.Ryan,Jr.AIA 1 1 and 1 The Golden Mean Group,LLC. —4 — L------------- 1 — ,� I I ( CONSULTANT: 1 � 1 1 1 I f � i I I CONSULTANT: � 1 a;o 1 I 1 o � 1 NOTES: °;0 J _ _ 1 o , _ _ 1 '4'-4 1/8', I 1 _ _ 1 2 — - —3'-5" 0,1,1,2,3,5,8,13 21,34,55,89,144,233,377,610,987... 1 I The 00 GOLDEN MEAN oo- I 1 GROUP LLc 14'-6 7/8'- L /8' ' 1 1 I 1 OD �. 1 2 0 - CY 1 Architectural Desig - LU Facility Consulting Return iv , Strategic Planning CY Lu 1 -- CD { I ; #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 4'-0" 1 1 (203) 410-5783 voice ` 4 -6 1/2" 1.618033988749894848204586834365638117720309... +. 8 3/8"..,A'-0 3/4". _ EQ J K gmg@golden mean.com __ .. 00 EQ --- � EQ CD JOB NAME 3 - 0. ® 2_ ,;, '-05%8" . i� -� - .- - ",•_ X01.01 . : �• � . '= ., - - - -. _ _ _ .. _ .. _ - . _ 5 - l A 501'.01 PeconIC Landing J11 — — — Hermitage II BUnit#020CY Lu 1500 Brecknock Road (V ,. -4'-61/2"_ . . ; 10'-91/8" _ Green ort, NY 11944 1 1 8 1/2 d 2'-3"', - - p _ Lu _ •: 4 1 _ = _L— M M CO _ - 10 A 01.01 B \` - 1 R 1 8" 1 . . : 't � 3'- 1 1/4 4'-3- 00 M" DATE: 1/-1 UU 1 :. in ' ,• As Noted = � _,:- •' DRAWN BY: _ _ - - SCALE: 1'-11 5/8" 1 - N rn. ao B _ io i� FBR Zh I ih I ' Project Number. 17-257 _ Zoning Approval: A 501.01 - Building Permit: = Zv BID Docs: 00 o - . •-. , -, - . - _ _ _ ' . , ,_ � Construction Docs: As-Built: M : N 3'- 1 1/4" 2'-4" E° AR ti *g.RYAN 4'-61/2" 10'-91/8" 5'-05/8" 5 501.01 B W Sc I I I I I I (P O True North � ,� TO Sheet No.: A- � 's7 "I"V I I I I I DRAWING TITLE: Level 1 Pr osed nit B Reflected Ceiling Plan -- SCALE: 1/4,- 1 0 Project North Unit B A' A B C D E F J o " Hermitage 11 Model CJ co ` • ♦ • , - - O •1, N I - J • .. , ,- j ,; .. ' —ice — — 1, - — L — — 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 77 1 and no part thereof shall be utilized by any person, firm,corporation,or entity for any .. .. --- --- - - - -- - --- - -- -- --- _--_ --_ --_ C-) - M J � o d Hermitage 11 - Model B -- Unit #0190 1U] EM /CK3 U N W µ1 C C ) 0 m O W � C rO CJ V C J N When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B Ryan,Jr.AIA Architect and no 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, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,810,987... The GOLDEN DEAN GROUP LLC Architectural Desig Facility Consulting I - Strategic Planning 000, 171 1 _- o ,_- -s- +��_- a � _ - Mercia Lane, 2nd Floor - �- — - I F (203) 410-5783 voice �--- 1618033988749894848204588834385638117720309.. F.. ;_,_:_., _ _.- -- - - -- - - — - -- - - --- - - - - - - -- — — — — 9' - 811 gngolden-mean com I I � Level2 gm _ �o�.l_T T� - T -- - -- JOB NAME: ' oo! - 1__ -i ___-- ---_- Peconic Landing - - f , �--•-- Hermitage IIB--Unit#020 .�_ 1500 Br eaknock Road o l p _ra�, _o = Green ort NY 11944 ---- _- 16 tl Level 1 � rade 1/-1UU1 Of — 81 DATE: FBR SCALE: As Noted 1 _ DRAWN BY: I Pro;ectNumber: 17-257 1 1179 1 EE I El I — — Zoning Approval: I 1E1 - -I II I L I Footing Building -31 - 6"� BID Docs: Construction Docs: As-Built: -- �4 e?.E p A Rc Noah , Proposed Unit A 4� �P SCALE. 114 - 1 -0, Sheet No.: DRAWING TITLE: Building Elevation -- Unit AB North � I o Hermitage ® el B Unit #019 � N•C � L. O O E U W o m O Z jK O N /W^ U_ y _N L 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 ind!cated 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 is a-- !- Strategic Planning r ------- --- -- - - e _ #1 Mercia Lan , 2nd Floor -� — reenwlc , 06830 - — — - - _ _ - — (203) 410-57°3 voice - T — - „-- —-- - — 1.618033988749894848204586834365638117720309... - -- eve9 18�� gmgtlgoId_ _ -�- Fn-mean n co L _'' - - --— -- JOB NAME: Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 )Zi'34 - - _ 1 — — — — ��-i eve 1 DATE: Grade SCALE: As Noted -01 - 811 DRAWN BY: FBR Project Number: 17257 �ElEll _ I— I— I I I ( I I I I I I I — I I _ Zoning Approval: -WPI _ L l _ . I�I t I _�I I —III— I�:�. — I I W�I — .—LJ_l�. L1 I�J_L L:�l 1�1 (� I� � — Footing Building Permit: BID Docs: Construction Docs: As-Built: K B.R Sheet No.: A�'D"J" O South -; Proposed Unit A ALE. 1/4„ - 1 -0 DRAWING TITLE: Building Elevation -- Unit AB South C ) M J o o Hermitage o el B Unit #019 U CD E cD ,pi co w 3 E Cl) C �v (D c `J m -C When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B Ryan,Jr.AIA and The Golden Mean Group,LLC 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: m - -- �•- 0, 9,9,2,3,5,8,13,21,34,55,89,944,233,377,610,987 . — — — — - =�- GOLDEN DEAN — _ — - — GROUP LC - - Architectural Desig - - - - = — - _— - - Facility Consulting - _ St tegic PI ing 000, - -- -- - - - - - - - -- - - - - ---- - — — — 9 - Level. 8 2 � - _ — �- � ��° ercia an 2nd Floor ' Greenwich, CT 06830 I 203 410-5783 voice - - --- 1.618033988749894848204586834365638117720309... if - --- — = Level-- __ 1 - - - �— - -,-� —� �8 ' gmg gnld n-mean.com > -- _- t{ - ,° Wit_ � _ r - r-. Grade -01 - 8" JOB NAME: Peconic Landin 1 I =III�I I I I 1-IIIIII1 I I- I IIIIII1 I� 1 I = I I1 I = I I— I I 11 11I I III-III - —I I -Footin g -T-- 6" Hermitage II B--Unit#020 1500 Breaknock Road East -- Proposed Unit A Greenport, NY 11944 SCALE: 1/4" = 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: Y,B.F?), ? }� a' ,-i Sheet No.: 91U �,4' DRAWING TITLE: Building Elevation -- Unit AB East U - M Hermitage 11 - Model B -- Unit #019 0 -- 0 Ca � rn C= `o O fJ R c U N When We Buifd,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, 1,1,2,3,5,8,13,21,34,55,89,149,233,377, 610,987... — ..—._. The - – =-- - - � EAN - -- - — — - -- - -- -___ - ArchitecturalDesig IN Facility Consulting . _ Strategic Planning ItJ._ ,L- Level -- _ I Mercia Lane, 2nd Floor Greenwich, CT 06830 . w D 1:1 El - _ - ,-- 1711:1 D r_- _---- ��_�-�_ -- _- _ �!Ia I '`— � ��..� � � (203) 410-5753 voice i I I -- -_- -- — I i I I El I A El F-1 E] j 1 (_ --- — -- -- ; --- -- -- j 1.618033988749894848204586834365638117720309... — - —_ — i ��� ` 4 91M9 lden-mean.com,_ Grade . •- ... :. t .. -• -. ..+. .. , ,. -. ., •. -- .- .� .. - I I I� -0' - 811 JOB NAME: -s' _ H econic Landing Hermitage IIB--Unit#020 1500 Brecknock Road _ _ _ _ I = _ = _ I — _ _ 1=1 _ — Greenport, NY 11944 - fff—Iff fl ( Ilf fff—fff fff fff—fff fff ffi fff ffl' fff fff f ( f—fff fff ffI fff—fll fff—iif—III—I' ff ifl fff Iff fff fff fff—fff III III Iff fff fff fff fff I West -- P ro m s e d Unit A DATE: SCALE: As Noted Noted SCALE: 1/4" — V-O" DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: ` '�eRED ARc K B.R yq Sheet No.: A— � �94 DRAWING TITLE: Building Elevation -- Unit AB West �er a o e __ Unit a of C ~' U W w 3 N � C cD C � o, n� `o W 4c' O C , - - When We Build,Let Us Think That We Build Forever... _ – and F - The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and ri 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 Ld The Golden Mean Group,LLC. _ _ _ Level 9' – 8" CONSULTANT: I tin ® ®' E] ® 1312 U LNUI, ® CONSULTANT: NOTES: r i — — — - — — — Level 1 ti" Grade —= I — —1111 I I I=_— I I — I I I— I , - ._ - . . , . _ .. ,. _ _, . _ • . , .. . _ . " , - - �• • - - .- - - � _ _= I = I I __ _ = I I 111= I=1 I = —_ I I ( I � - �" � � �- � �" � - :- .: _ " -. -, - - - . . . " ..• - .. , .. � - . - I= _ —Fi l I _ _ I III I I I I oo ti n --3'I-I6"— I 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The I— — 1 GOLDEN MEAN _= 1 _ GROUPLLC Lona i t u d i n a I Section 1 -- Unit B Architectural Desig Facility Consulting SCALE: 1/4" - 1 -0 Strategic Planning e #1 Mercia Lane, 2nd Floor Greenwich, CT 06330 (203) 410--5783 voice Level Aq-1\ 9' - 8" 1.618033988749894848204586834365638117720309... III gmg@golden–mean.com JOB NAME: o� o ISI Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Level Greenport, NY 11944 -I 1 II ! I I1 I—III—I ! ! ! I I _ 1 _ . .'-_ • . . .. . _ . • " . : " - . -. . . .". . . . , , . , . . . . . _ . . - . _ _ _ DATE: 1 -1UU1 —I – SCALE: As Noted Footm 11 — DRAWN BY: FBR — 3 6 Project Number. 17-257 Zoning Approval: Building Permit: —_-1 —I — I I — I — I II IIII I I—III—I I —I I —III—III—III I IIII-1111 IIIIIII I I I I—III— I II I — I II I i - - - __ _ BID Docs: Construction Docs: - —I I— I— I— — I I — — I I —I _ I— _ =1 As-Built: _ —1�1�= E— I = 1 = 1 I :=-LI= = l= _ _ = 1 :9 11-9L Ll =LI _ _ — _ ' 'L' 1 1-I I I I I1 I 1I I1 III II II I II I II I -I II 1-I II 1 1I I II I I 1 1 1I I I 11 1I I I j -IjI II 1-I 1 1111 I 1 11 1 11 1 11 1 1 1 1 1 ( I I I 1 I I -I 1 1 1 1 1 II oAR y� g.RYA r- Sheet N B ` Lon itudinal Section 2--- Unit B SCALE: 1/4" = 1'-0" DRAWING TITLE: Building Sections -- Unit B ■ J o rme e 11 Modelo -+� l nsi~ of V "'u tx+ V CII E I o a� -a O N CD co -4'-91/8 rWhen We Build,Let Us Think That We Build Forever... _ Asphalt Shingle Roof r • - _ - - - . . 151 b Roofing Fel - - 10d/NaiIsD6"@ends OWNERSHIP AND USE OF DOCUMENTS 12"in Field © Copyright 2022 r. 10'-1 1/8", 2x Plate Trusses @ 24"o.c. By Frank B.Ryan,Jr.AIA R-30 Batt Insulation. and ao The Golden Mean Group,LLC oo - -- - ---`==— ------— — -- - -- - - --- - Truss The drawings w " � Roof Tr in Above. �'� M \ and all the ideas,arrangements,designs,and . plans indicated thereon or represented thereby Level 2 are owned and remain the property of M 9 - 8 • � . - . ,' ._ _'- - - ! - - - . _ _ - . . �j Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any „ person, firm,corporation,or entity for any 6'-5 3/4" - ; - --- purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA Cl Wood Soffit w/Ventilation and W The Golden Mean Group,LLC. EQ EQ ' 4'-9 1/8" CONSULTANT i Level „� , Proposed Unit B - Cal lout 2 CONSULTANT: SCALE: 1/2"1 Level 1 , Proposed Unit B - Callout 1 SCALE. 1/2" - 1 -0 NOTES: 4'-3 1/4" L /4" - 6-Panel Howe I 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,9871 Truss Member 2 MBR Section 2 -- U n i t B Cut as Shown. SCALE: 1/2" = 1'-0" I The GOLDEN PAEAN _ - I GROUPLLC Architectural Desig Facility Consulting 4'-3 1/4" 2x4 Ledger Attached Strategic Planning to Shaftwall Framing 2x6 Framing @ 16"o.c. w/Angled Gusset Plate Header Assembly R-19 Batt Insulation. Shaft @ Cut Truss Member(Typ.) Between Truss 5/8"Gyp.Bd. Interior. Wall 2-6 1/2" 2'-2 518" Members @ 1/2"CDX Plywood w/ CE Shaft Opening. 3/4" Hardie Plank Clapboard. - - - - - - - - - — #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 Flanking Flanking \ — — — — Lever Truss Truss 2x10 Floor Framing @ 16"o.c, o' - $° Member - Member 3/4"CDX Plywood. (203) 410-5783 voice \ 3/4"Wood Finish Floor. i \ All i 1.618033988749894848204586834365638117720309... - - - - - - — --- — — — — — — — — — — — - - - - - - - _Grade r gmg@golden-mean.corn '1.1 -01 - 811 Truss Member —_— �— .a JOB NAME: To Be Cut. New Sister Joist to Existing Concrete Foundation with 11 Peconic Landing Framing Patter. 12"x 18"Footing, Keyed — I I I —I I I 10'-1 1/2" 1 3/4 x 7 1/4 . _— Hermitage II B--Unit#020 Dampproofing — 77 " 1500 Breaknock Road 77, 11 Clip Joists to GB Ceiling. _ I I= -11 � Greenport, NY 11944 Clip -- Underside of Roof Trusses w/ Perimeter Drain Simpson Ties. Verify Underside Elevation of —I —I I 1 DATE: 11.1001 Trusses. Coordinate w/Elevation SCALE: As Noted of Tray Ceiling. F_OOtln Project Number 16-257 31 611 Zoning Approval: _ 1 1' Building Permit: Q.,II-..�a,' BID Docs: II I I •°a ,,° a�1° '°" e _ Construction Docs: As—Built: Steel Reinforcing �: ° - -4•r., _ a =I = I ARC �T MiRYA1y�� ��,► LU MBR Section 1 -- Unit B Sk li ht Section 3 -- Unit B Skvliaht Section 4 -- Unit- B Section "2 Sheet No t -B SCALE: 1/2" = 1'-0" SCAL 1 " = 1'-0" SCALE. 1T2 - 1 -0 SCALE. 1 - 1 -0 DRAWING TITLE: Detail Sections -- Unit B U " J Model B Unit _ 9, IT Hermitage nF�(D � F o E I CJ� F- c3 C= 11 !"• Ell L M ' . , v.• (7 0 . . I . . . . - - .. , , , ... .I I . . . -1 , . - �' I - - - 1, - - J - .. 11 � - I . "I :_ a - I - � I . - , , , . — — — When We Build,Let Us Think That We Build Forever.. . , ' , - • ,A- ' . •' ._ • - - . , , ,' - ' LL -- OWNERSHIP AND USE OF DOCUMENTS . • I. - • -• - ' - - - 1. Copyright 20221. - .. _ • -. - - By : ..• .: .. : .. . ... . FrankJr.AIA . •- - Type Mark Type Area Perimeter B Ryan,J . j :. . • . -. - • - - . - . • .- • - - . . _ - , .-, and : •. - The Golden Mean Group,LLC I "'- . . - - . 1. . , . . • ' FL-01 Finish Floor Vin 14 - 1/4 190 SF 125 . - , - - :. f l - - . . . - . • - y The drawings . l 1 g • • , _ :. and all the ideas,arrangements,designs,and - ' • - - - ' ' - ' " - - . : -' - - ' - - - I • - . - ' tans indicated thereon or represented thereby . _ :,. . R: P y P ' :. ; ' , ' _ i FL-02 Finish Floor Vinyl12" - 1/4" 365 SF 111' are owned and remain the property of . .: • -. .•.. .': .• • : ' .. - _ - - -_— --------------------------------------- . '_ -' ' - Frank B.Ryan,Jr.AIA Architect " - D I I D I I - - % . . • . . •- ,_ . _ - - — - " ` -_ _ .- _ . _ and no part thereof shall be utilized by any \� person, firm,corporation,or entity for an -- _ - ,." , , FL-03 Finish Floor Wood Stri 1470 SF 410 P �' y -' - - \ p purpose whatsoever,except with the express . : I :.- 1 �...: I.''. -'I .I- 'I.. �, -.1 - _.. .. L - I z , - " -• . - - - - written consent of f1. I Frank B.Ryan,Jr.AIA • i - . 11 1 I �!- and . i, -' = , . , The Golden Mean Group,LLC. • .. .' 'Y: ' - CONSULTANT: nl; . a - / • .. . - - • _ - /' '. • _. . . , ,1 CONSULTANT: . . - - : 1. . .. . . - - i -- -- INT Room Area Schedule Unit A '•. . = - - Number Name Area De artment NOTES: I - -. r; - �� - , - p . a, - - - - _" I ' :: : _FA - 11 . Unit A . - . ..' .. . . ' '. . . M " " A-01 M. Bedroom 239 SF Unit A . -. - ff .. . _t ., — . _ - - - -�:����]y' " - - ° ° A-02 M. Bath 60 SF Unit A .. ' . - • . - - - 0 --- ' - . .. .. _ - - A-03 Living 261 SF Unit A . . _ . • a • - �- ).' D'. �0 TA-04 Garage 254 SF Unit A �=413- .. I g 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... . s • . .. : _ . ' :' ' • A-05 Laundry 33 SF Unit A .,.: 14 .. �- — .. -.. :. -- . , . - 11 - . , . A-06 Foyer 53 SF Unit A A-07 Kitchen Area 245 SF Unit A F I ' N1"• -. •- • ' ' - '= ' • . � - � ' .- �.' U � I j i A-08 WIC 36 SF Unit A• - - moo/ O OA-11 Pwdr. 46 SF UnitA ��c = C) Hermitage 11 6 N 6 ?, ARC -- Door Schedule -- Demolition Copy 1 ARC -- Door Schedule -- Proposed Copy 1co u Door Door co t wN Number Door Size Family Comments Number Type Family Comments o P) a� U N E-01 36" x 80" Single-Flush N-01 32" x 80" Door-Interior-Single-Pocket-2 Panel-Wood 0 i i C7 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 17 E-04 32" x 80" Door-Opening N-05 (2) 2'-0" x 6'-8" TS6000_Double_8971 E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad N-06 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad ` When We Build,Let Us Think That We Build Forever.. E-06 36" x 80" Single-Flush N-07 48" x 80" Door-Interior-Double-Sliding-2_Panel-Wood ` E-07 72" x 84" Door-Double-Sliding N-08 (2) 2'-0" x 6'-8" TS6000_Double_8971 E-08 72" x 84" Door-Double-Sliding N-09 36" x 80" Door-Interior-Single-Pocket-2 Panel-Wood OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 E-09 60" x 84" Bi-Fold—Panel-268 N-10 (2) 2'-0" x 6'-8" TS6000_Double_8971 By E-10 36" x 80" Door-Opening N-11 (2) 2'-0" x 6'-8" TS6000_Double_8971 Frank B.Ryan,Jr.AIA � � � � i i � � and E-11 36" x 80" Single-Flush N-12 48" x 80" Door-Opening ` The Golden Mean Group,LLC E-12 36" x 80" Single-Flush N-13 48" x 80" Door-Opening The drawings i and all the ideas,arrangements,designs,and E-13 36" x 80" Door-Opening N-14 32" x 80" Door-Interior-Single-Pocket-2—Panel-Wood plans indicated thereon or represented thereby E-14 36" x 80" Single-Flush N-15 48" x 80" Door-Interior-Double-Slidin 2_Panel-Wood ' are owned and remain the property of 9 g- Frank B.Ryan,Jr.AIA Architect E-15 42" x 80" Door-Opening N-16 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad Exterior and no part thereof shall be utilized by any person, firm,corporation,or entity for any E-16 48" x 80" Bi-Fold—Panel-268 N-17 96" x 84" Door-Garage-Embossed Panel purpose whatsoever,except with the express written consent of E-17 48" x 80" Door-Opening N-18 36" x 80" Bi--Fold—Panel-267 Frank B.Ryan,Jr.AIA E-18 68" x 80" Door-Interior-Double-Slid ing-2_Panel-Wood N-19 32" x 80" Single-Flush and The Golden Mean Group,LLC. E-19 36" x 84" Bi-Fold—Panel-267 N-20 36" x 80" Sin le-Flush E E El 1:1g E-20 48" x 80" Door-interior-Double-Sliding-2 Panel-Wood N-21 54" x 80" Door-Opening ❑ ❑ ❑ ❑ CONSULTANT: E-21 48" x 80" Bi-Fold—Panel-268 N-22 (2) 2'-0" x 6'-8" TS6000_Double_8971 E-22 32" x 80" Door-Interior-Si ngle-Pocket-2_Panel-Wood N-23 (2) 2'-0" x 6'-8" TS6000_Double_8971 ❑ ❑ ❑ ❑ E-23 60" x 84" Bi-Fold—Panel-268 N-24 96" x 84" Door-Garage-Embossed Panel CONSULTANT: E-24 96" x 84" Door-Garage-Embossed Panel N-25 42" x 80" Door-Opening , E-25 96" x 84" Door-Garage-Embossed—Panel N-26 (2) 2'-0" x 6'-8" TS6000 Double 8971 E-26 36" x 80" Door-Opening N-27 32" x 80" Single-Flush 90 Minute Door N-28 (2) 2'-0" x 6'-8" TS6000 Double 8971 NOTES: ARC -- Door Schedule -- Existing Copy 1 Door Number Size Family Comments E-01 36" x 80" Single-Flush 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... E-02 36" x 80" Bi-Fold—Panel-267 E-03 30" x 80" Single-Flush The E-04 32" x 80" Door-Opening GOLDEN MEAN E-05 36" x 80" Door-Exterior-Single-Entry-Half Flat Glass-Wood—Clad Exterior GROUPLLC E-06 36" x 80" Single-Flush E-07 72" x 84" Door-Double-Sliding E-08 72" x 84" Door-Double-Sliding , E-09 60" x 84" Bi-Fold—Panel-268 Architectural Desig� � E-10 36" x 80" Door-Opening Facility Consulting E-11 36" x 80" Single-Flush Strategic Planning E-12 36" x 80" Single-Flush E-13 36" x 80" Door-Opening E-14 36" x 80" Single-Flush E-15 42" x 80" Door-Opening E-16 48" x 80" Bi-Fold—Panel-268 #1 Mercia Lane 2nd Floor E-17 48" x 80"Door-Opening Greenwich, CT 06830 E-18 fib x 80 Door-interior-Double-Sliding-2 Panel-Wood E-19 36" x 84" Bi-Fold_Panel_267 E-20 48" x 80" Door-interior-Double-Sliding-2 Panel-Wood (203) 410-5783 voice E-21 48" x 80" Bi-Fold Panel 268 Doors -- B E-22 32" x 80" Door-Interior-Single-Pocket-2SCALE: 1/4" Panel-Wood 1'-0" 1.618033968749894848204586834365638117720309... = E-23 60" x 84" Bi-Fold_Panel_268 E-24 96 x 84 Door-Garage-Embossed Panel g@golden—mean.corn E-25 96" x 84" Door-Garage-Embossed Panel E-26 36" x 80" Door-Opening F ic Landing II B--Unit#020 Breaknock Road port, NY 11944 DATE: 1 i-1uu1 SCALE: As Noted DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: _�ED Ah � y/ANKB.RYq4, ��C' Q T" tu t� t Sheet No.: R V FDoor hedules & Details U _ M Hermitage11 Mod, N ARC -- Window Schedule -- Existing Copy 1 o E 0 Ntaa Mark Type Family Sill Height Comments r CIO � u" c c �-moo G 0 a E-01 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 6" E-02 2630 Window-Double.—Hung-Marvin-Cottage Style-Wood Ultimate 41 - 6" -a N E-03 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 C� J f0 E-04 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 011 E-05 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" E-06 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" El E-07 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 21 - 011 When We Build,Let Us Think That ihieBuild Forever... E-08 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 E-09 2856 Window-Double—Hung-Marvin-Cottage Style-Wood_Ultimate 21 - 011 OWNERSHIP ANDUSEOFDOCUMENTS E-10 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 0" © Copyright 2022 By E-11 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" Frank B.Ryan,Jr.AIA E-12 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" and The Golden Mean Group,LLC E-13 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 The drawings E-15 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 3' - 6" and all the ideas,arrangements,designs,and E-16 2630 Window-Double Hung-Marvin-Cottage Style-Wood_Ultimate 31 - 611 plans indicated thereon or represented thereby are owned and remain the property of E-17 2856 Window-Double Hung-Marvin-Cottage Style-Wood_Ultimate 21 - 011 Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any E-18 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 011 person, firm,corporation,or entity for any E-19 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 2' - 0" purpose whatsoever,written coonesennttooff the express E-20 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 2' - 0" Frank B.Ryan,Jr.AIA and E-21 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 31 - 6" The Golden Mean Group,LLC. CONSULTANT: ARC -- Window Schedule -- Demolition Copy 1 CONSULTANT: Windows -- A-602.01 Copy 1 Mark Type Family Sill Height Comments SCALE: 1/2" = 1'-0" E-01 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 21 - 611 NOTES: E-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 611 E-11 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 21 - 011 E-13 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 E-15 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 3' - 6" E-16 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 3' - 6" E-21 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 3' - 6" 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN MEAN GROUP LLC ARC -- Window Schedule -- Proposed Copy 1 Architectural Desig Mark Type Family Sill Height Comments Facility Consulting Strategic Planning N-01 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 6" N-02 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-03 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" N-04 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" N-05 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 6" #1 Mercia Lane 2nd Floor N-06 2630 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate 41 - 6" Greenwich CT 06830 N-07 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 4' - 611 N-08 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 N-09 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 611 C (203) 410-5783 ve,i�e N-15 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 0" N-16 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 41 - 01' 1.618033988749894848204586834365638117120309... N-17 44" x 46" Skylight-Flat N-18 2630 Window-Double Hung-Marvin-CottageStyle-Wood Ultimate 21 - 611 gmg0goIden-mean,77 N-19 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 21 - 611 N-20 2630 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate 2' - 6" JOB NAME: N-21 44" x 46" Skylight-Flat Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 ARC --Window Schedule -- ORDER Copy 1 Head Daylight Egress Phase DATE: 1-1-1001 SCALE: As Mark Type Family Sill Height Height Area Head 2 Jamb 2 Manufacturer Model Window Phase Created Demolished URL Comments DRAWN BY: FBRoted Project Number. 17-257 44" x 46" Skylight-Flat New Construction None Zoning Approval: Building Permit: 44" x 46": 2 BID Docs: Construction Docs: As-Built: 2630 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate 4 SF Marvin Windows and Doors WUDH3024/36 No www.marvin.com 2630: 16 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate 110SF I Marvin Windows and Doors WUDH3024/36 No www.marvin.comD AR 2856: 18 '9'�! 1tI Q� 6 Y � n Sheet No —B DRAWING TITLE: v Window Schedules & Details -- Unit B U Hermitage 11 ® eUnit #01 9 � B 0 '1" INT -- Casework Schedule -- Base Cabinets --A-604.1 ° 8 Comments Type Mark Family and Type Description Width Height Depth w 3 E ® ELEC -- Specialty Equipment Schedule --A-604.01 _ Type Mark Family and Type a #10A B-2 Base Cabinet-Single Door & Drawer: 24" 21 - 011 2' - 10 1/2" 2' - 0" o N #10A B-6 Base Cabinet-Single Door: 24" 2' - 0" 2' - 10 1/2" 2' - 0" CD #10A B-8 Base Cabinet-Double Door Sink Unitl: 36" 3' - 0" 2' - 10 1/2" 2' - 0" ` 00 a a C Microwave-Vent Hood \ When We Build,Let!Js Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 0 00 By FFrank B.Ryan,Jr.AIA and 0 The Golden Mean Group,LLC DW I The drawings and all the ideas,arrangements,designs,and — — plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any 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 0 0 Base Cabinets -- A-604.01 CONSULTANT: SCALE: 1/4" = 1' 0" #10A #10A U-01 Upper Cabinet-Single Door w Glass-Wall: 24" Long 2' - 0" 3' - 6" 1' - 0" 0 0 #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 21 - 811 2' - 0" 1' - 0" #10A U-12 Upper Cabinet-Double Door w Glass-Wall: 36" Long 3' - 0" 31 - 611 1' - 0" NOTES: Range 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The GOLDEN DEAN GROUPLLC No \ Architectural Desig INT -- Casework Schedule -- Vanities -- A-604.1 Facility Consulting Strategic Planning Comments Type Mark Family and Type Description Width Height Depth \ Wall Cabinets -- A-604.01 V-01 Vanity Cabinet-Double Door& 4 Drawer: 36" 3' - 0" 2' - 5 1/2" 2' - 0" SCALE: 1/4" = 1'-0" V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" 51 - 011 21 - 51/211 2' - 0" Ll Ll #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 INT -- Casework Schedule -- Counters --A-604.1 Comments Type Mark Family and Type Descript7io—n--7 Width Height Depth Refrigerator (203) 410-5783 voice 1.618033988749894848204586834365638117720309... C-01 Counter Top-Island: 48" Depth 3' - 0" 41 -211 gmg@goiden–meon.com C-02 Counter Top: 24" Depth 3' - 0" Z - 111 C-03 Counter Top-L Shaped: 24" Depth 3' - 0" 2' - 1" #10A JOB NAME: #10A C-01 I Counter Top-Island: 48" Depth 13' - 0" 14' - 2" Peconic Landing 000 000 Hermitage II B--Unit#020 \ 1500 Breaknock Road W D Greenport, NY 11944 DATE: 11-1 Uu 1 SCALE: As Noted INT -- Casework Schedule B -- Vanities DRAWN BY: FBR Project Number. 17-257 Comments Type Mark Family and Type Description Width Height Depth r ' Zoning Approval: Building Permit: L _ _ BID Docs: Construction Docs: V-01 Vanity Cabinet-Double Door& 4 Drawer: 36" 31 - 011 2' - 5 1/211 2' - 0" Washer D rye r As-Built: V-02 Vanity Cabinet-Double Door& 4 Drawer: 60" '51 - 011 21 - 5 1/2" 2' - 0" Counters -- A-604.01 SCALE: 1/4" = 1'-0" �pSO A& ti B.RYAN W -- ak' '' • ;y sit Kitchen , Equipment A-604.01 SCALE: 1/2 = 1 -0 N� ILI Sheet No.: See Peconic Finishes Package for Up To Date Selections. DRAWING TITLE: vv��rrr t��JJJ Casework & Specialty Equipment -- Unit B Hermitage 11 Model B Unit #019 0 " I" P. t, 0 Y to 0 0 FLOOR SPAN TABLES C= FIRE-SAFE CONSTRUCTION ALLOWABLE HOLES F- 7 - -C� L/480 Live Load Deflection How to Use These Tables For over 40 years,prefabricated wood 1-joists and other Weyerhaeuser building products have established a record of safe and reliable performance 40 PSF Live Load 10 PSF Dead Load 40 PSF Live Load 20 PSF Dead Lead 1. Determine the appropriate live Wail deflection No field cut holes in Minimum distance from Table A Minimum distance from able B 1;1*found holes rrav be cut Depth TJII& c. 19.2"o.c. 24"o.c. anywhere in web outside CD 1110 16'-11" 1 15'-6" 14'-7" 13'-7" 16'-11' 151-61 14'-3" 12:-9" of hatched zone it they are C_ in millions of structures.Many of these structures,such as one-or two-family residential dwellings,do not require specific fire-resistance ratings per 12"o.c. IS"o. 12"o.c. 16"o.c. 19.2"o.c. 24" c. criteria. hatched zones - building codes but may require unrated membrane protection.The information below is intended to help you specify and install Trus Joist-"products 9%* 210 17'-9' 16'-3" 15A" 14'-3" 171-91 16'-3" 15'.4' 14'-D" 2. Identify the live and dead load condition. 66L located 3'away horizontally with fire safety in mind. 0 (edge to-edge)from a 230 18'-3* 15'-9' 14'-8" 18'-3' 161-8 151-91 14'-8- 161-8* 3. Select on-center spacing. U 6 110 R-2- 18--Y 17'.4- 15�4%11 20'.2- IT-8- 16'.1 1, 14'4'�)I V larger hole, One-Hour Assembly for Rated Construction Suggested Minimum Membrane Protection I;-9"')t 4, Scan down the column until you met or exceed the L) I D ID J Closely grouped,round �L? 1 2 x t, for Unrated Construction 210 21'-1* IT-3" 18'-2' 161-11" 21'-1" 19'-3" IT-8" span of your application. ml,t _— -- � Im. holes are permitted if minimum When We Build,Let Us Think Th 117/4" 230 21'-8* 191-101, Ig'-8*-- 17'-5'- 21'-8* IT-IT IT-7* 16-4-ul (applies to all the group pnrimetpt Do not cut holes larger at We Build Forever 360 22--1V 20'--1 1" 19*-8' 18%4" 22'-I1' 20'11" IT-V IP-10'lu Double Layer Single Layer 5. Select T.11`5 joist and depth. holes except meets requirements for than 131*in cantilever 560 26'-1' 23'-8' 22'-4* 20'-9" 26'-1" 2T-8` 22'-4" knockouts) round or square holes 110 22'-10* 20'-Il" 19'-2' 17'.2':1 22'-2' 19%2" IT-VI, 15,4"'D 2 210 23'-II' 21'-10* 20'-8" 18'40"It 23'-Il' 21'-1* IT-2"01 16'.7-al General Notes Table A—End Support(Minimum distance from edge of hole to inside face of nearest end support) OWNERSHIP AND USE OF DOCUMENTS 14* 230 244' 22'-6'-- 21'-2" 191-9"01 24'-8' 22'-2' 20'-3*01 17-4-11) 360 26'-0* 2T-8* 22*-4' 20'-Tu) 26'-0* 23'-8" 22'4"01 V-10"Or ■a Tables are based on: Depth Tile Round Hole Size Square or Rectangular Note Size 0 Copyright 2022 I-G.. - 6K" 1"[ 7- 81/,- If- 13- 560 29 26'-10' 25A* 23'-6" 29�4' 29'-10' 25'-4'," 20'4191� - Uniform loads. Z- 3- 4�5-� 6;1- 1- OV.- 2' 3* 4 =5 By 110 1'•0" F-6" 2A' 3'-0" Y-O" P-0" V-6" 2••6" X-6' 4'-6" Frank B.Ryan,Jr.AIA 110 25'-4' 22'-6* 20'.7-11, 18--l-0i 23'-9" 20'4'01 - More restrictive of simple or continuous span. X 7 1 210 I'-0" F-G' 2'•6" 34" T-6' F-0* T-O" 2'-6" 4'-0* 5'-0 and 210 26'-6' 24'-3' 22'4"01 I9'_1I'QI 26'-0* 22'-6*111 20-4-16 I.W-7-01 - Clear distance between support; 9!6" 230 1'-6* T-0' 2'-6' T-6" 5'-6* F-0' 24" T-0" 4'-6- 5A" r '-3- 24'-10' 23'-6- 21--l-11; 27'-Y 23'-9" 2l'-B"11 IT-6-11) -Minimum beating length of IY4'end(no web The Golden Mean Group,LLC t2 3 1--/ 16 2301 27 360 1'-6' 2'-0" X-0' 4'-0" 6'-0" F-6" 2'-G" T-V 5A 5.6 28'-9' 26'-3* 24*-8"(11 21'-5`11 2V9' 26%3"Al 22'4"01 17'.10-111 stiffeners)and 31h"intermediate. 1 560 F-6" T-13" 3'-6* 5'-0" T-0" 24" 34' C-O" 5'-G" 6'-0" 560 1 32'-8* 29'-8" 28'-0" 25'-2`11 3T-8' 29'4* 26'-3'111 20'41":') ■ Assumed composite action with a single layer of 110 1*4' 1'-0' F-6" 24' T-6* T-1)" 5'-6" F-0" 1'-6" T-O" 2'-6" 4'-6" 5'-0' 6'-0' The drawings 1. 48/24 torigue-and-groove,span-rated sheathing(Exposure)).glued will a 1. Appropriate span-rated sheathing(Exposure 1). 24'on-center span-rated,glue-nailed floor panels 210 Y-0" l'-G* 2'-0' T-0" T-0' T-6- 6'-0' V-0- 1'-6' T-6- T-0- 54' 5'-6- 6'-6- and all the ideas,arrangements,designs,and subftoor adhesive and nailed. 2 Ting joist L/360 Live Load Deflection (Minimum Criteria per Code) for deflection only.When subflooradhesive is not 11 I/s" 230 1%0' 1'-6"- 2'-0* T-6- T-0- T-6- 6'-6'- 1'-0* 2'-0* 2'-6* T-6" 5'-6* T-6" T-0' plans indicated thereon or represented thereby 2. Two layers of!A"Type X gypsum board complying with ASIM C1396 or two layers 3, Single-layer of W'p 40 PSF Live Load 110 PSF Dead Load 40 PSF Live Load 1120 PSF Dead Load applied,spans shall be reduced 6"for nails and 360 Y-6" T-0" 34" T-6" 4'-6" 5%0" T-O" F-6* 2'-6" X-13' 4'-6* 6'-6* 6'-6- T-6- are owned and remain the property of of k'Type C gypsum board. gypsum board Depth Tllm 12"for proprietary fasteners. 560 F-V 2'-6" T-0" 4'-0" T-6" 6'-C' 8'-0" 2'-6" T-V 4'-6"- Y-6' 7'-0'- 7'-G* 8'-0' Frank B.Ryan,Jr.AIA Architect 12"o.c. 1611o.c. 119.21,o.c. 1 24-o.c. ii-o.c. T 16—D.c. 19.2"o.c. 24"o.c. 110 F-1)" P-0" F-0* F-V F-G' 2'-0' X-O" T-6" F-0" V-T F-6' 2%0" T-6" 4'-0" 6'-0' 8%0" 15.4. and no part thereof shall be utilized by any 110 181-9* IT-2' 15'-8* 14'-0" 14*-3" 12'-9" • For Continuous Spans,ratio of short span to long I 3. Tit'joist 210 1%0" -0' F-0" -6" 2'-0" 2'-6" X-15" V-0" V-0' A' 2'-0' 2'-6' 4'-0" 4'-6" 6'-6' V15" person, firm,corporation,or entity for any 9%* 210 191-81 181-01, IT-0- 15-4- IT-8- IT-2- 15'-8- 14--0- span should be 0.4 or greater to prevent uplift, 14" 230 1%0" V-1)" F-0* Y-6* 2'-6" 2'-E" 4'4' T-0' F-0" Y-V 2'-0* 3'-0' 4'•D' 5'-0" 7'-0* 9'4' 4. 3Vz"-thick glass fiber in;ulation(optional) 230 20'-3" 181-6" ]1'-5* 16'-2" - 20�-Y 18'-1" 16'-6" 14,-9. T-15" X-6* 4'-0' 5'-6" F-0' ' I' purpose whatsoever,except with the express • Spans generated from Weyerhaeuser software may 350 F-0" F-0' F-6' 1*-0" -6" 2'-6' 4'-0" 6'-0' 6%6" 8'-0' T-15" written consent of 5. Resilient channels(required if insulation is used,optional if insulation is 110 22'-3' 19'-4" 17'-8* IT-9`11 20'-5* 17'-8" 16'-1*(" 14-4-11 -01 -6" -0" -0" -0' -0* -6" -0" -0" exceed the spans shown in these libles because 560 F-0" Y-0" 2A" T-0" 4'-6- Y-O" 6'.V 91 1' 3' 4* 5' 7* 7' 9' 10' omitted) 210 23'-4" 21'-2' 19'-4' V-3`11 224' 19'-4' 174" 15%9-ol Y-0' F-0' F-0' F-0" F-0" 1'-6* 2'-6' T-15" 6'-D' F-0" IA" 1'-0" T-O" 3*-0* 31-6* 61-6" V0" ll'-C' Frank B.Ryan,Jr.AIA 0. software reflects actual design covditions. 11 Va" 230 24- 21*41" 20'-5" 18'-3' 231-P 20*-5" 18'-7* 16'4.01 1'-0* 1%0' I'-G" 1'-6* T-D" IIA" 7'-0* 1'-0" IA" F-0* 2••0" X-6" 4%0' V-0* 9'-0" 11'.0- and InfertO listings: WNR FCA 60-01(no channels) 360 25'-4''4' 231-71 Zf'-10* 20'-4"111 ZY-4' 77�,2' 71'Irff 17*4VII ■ For muf(i-familly applications and�)(her loading F-0" Y-0' Y-0" F-V 2'-6" 2'•6" 4'•6' 15'-G" 9%0' F-O" F-0" V-6" 3'•0" 5'-0" 5'-6* T-O' 10'-0" 11'-6" The Golden Mean Group,LLC. WNR FICA 60-03(with chan.tels) 560 28-10. 26'-3* 24'-9' 23'-0" 28'-10' X-30 244" 20'-11"1;1 conditions not shown,refer to Weyerhaeuser F-0" F-0' I'-W F-0" 2'-6" 3'-0' 5'-0" 7'-6" 10'-0' F-D" 2'4' 34" 4'-6' 6'-G* 7'-0.' 10'-0' ]1'-0' IT-0- 110 24-4- 211-0" IT-2" IT-2"11- 22'-2" IT-T 17'-6"" 15'4"11) software or to the load table on paZe 8. 210 26'-G- 23'-1' 2 Y-V 18'-10"1)) -24'-4'- 21'-1"- 19'-2-M 16--T�11_ Table B—Intermediate or Cantilever Support CONSULTANT: For more information an fire assemblies and fire-mle construction,please refer to the Weyerhaeuser Fire-RatedAssembfies and Sprinkler Systems guide.TI-1509, 14" 230 27'-3' 24'-4" 22'-2' 19*40flu 25'-8' 22'-2' 20'-3*11t IT-6-11) (Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support) or visit weyerhaeusercomAiroodproducts. 360 28'-9' 26'-3" 24%9*01 21'-5`11 28-9' 26'-3"(11 22'4"01 17-40-At Depth Tll® Round Hole Size Square or Rectangular Hole Size 560 32'-8* 29*-9' 28'-0* 25'-2-:1f 3T-8' 29'_91 X-3-111 20'-1 VAI 2" T' 1 4- 1 5- 1 6%' 1 7" 1 81/2, 1 it" 2- 1 3- 1 4" 1 5- 1 0V 1 1* 1 8%* 11" 13- 110 261-01 22'-6* 20%)",1, 18--l'," -23'-9* 20'-7":" Live load deflection Is not the only factor 110 T-0" T-15" T-6" 4'-6" 7'-6* F-6" 2'-b" 3*-6" Y-6* 6'-6* 1 TIPS FOR PREVENTING FLOOR NOISE 210 28'-6' 24'-8' 22'4`11 IT-11*01 26'-0' 22'-6*11) 20'.7-0) 16'-7"111 2'-0* 2'-6" X-6' 5'-0' T-O' 210 2*-0* T-0' 4'-0" 6'-6' V6 that affects how a floor Of perform. — IG" 230 30'4" 26'-0" 23'-9'_ V-1-It- 27'4' 23'-9" 21-4-11) IT-G-Or To more accurately predict floor rzirformance, 9th" 230 2'-6* 3'-0" 4'-0' 5'-6" 8'-6* T-O" T-6" 4'-6* 6'-6" T-6' CONSULTANT: 360 31'-10* 29'-0" 26'40"(1) 21'-5-Q) 31'-10"10" X-16'(1) 22'-4"1!1 17'40*1b 360 T-0' 4'-0- 5.-6. 6.-6. 91-01 T-0' 4'-6" 5'-6" 7'-6" 8'-0* Trus Joist"t;,Tllm joists are structurally uniform and dimensionally stable,and they resist shrinking and twist ng.This helps prevent gaps from forming around the nails use our V-Pro-Ratinte. between the joist and the floor panels—gaps that can potentially cause squeaks or other floor noise.Using 131"�joists can help you build a quieter floor,but only it the 1 560 361' 32'-Il' 31'-0"1, 25%2N)t V-f' 3P-6101` X-3-111 20'-11"11 1 560 3'-6* 5'-0" 6A' T-6- 10--V 4'-0* 5'-6" 110 1'-0 Y-0" V-6" 2'-6" 4'-0" X-V 8'-6" 1'-0" 1'-6" 2'-6" C-O" 7'-0* 7'-D' 9'-G' entire floor system is installed property-This is becauseother components of the floor system,such as hangers,connectors,and nails can be a source of floor noise. (1)Web stiffeners are required M intermediate supports of continuous-span joists when the intermediate bearing length is less than 5V4*and the span on either side of the intermediate bearing is greater than-he following spans: 210 F-0" IA" 2'-0" T-0" 4'-6' 5'-0" T-o" F-0" 2'-0* T-0' 4'-6- 8'.0- 8'-0' 10--0- 11'/e" 230 V-0" T-O" 2'-6' 3*-6" 5'-0" 5'-6" 10'•0" 11-0* 21-61 31-6" 51-0" 81-6* 91-0" 101-61 Property Seat Each Joist Use Adhesive and Special Prevent Shrinkage Avoid"Shiners" 40 PSF Live Load/10 PSF Dead Load 40 PSF Live load/20 PSF Dead Load 5'-6- 7'-0' T-6- 11'0"360 T-0" Y-o" 4'-0- T-O" T-6* Y-O" T-0" 9'-6' T-6' 11'-0" in Hanger Nailing When Needed 12"o.c. I 16'o.c. I ISY"o�.c. 24"fix. 12"o.c. 16"o.c. 19.2* 4'-6" W-0. 560 1'-6' 3'-D" il'-fi" 5'-6" 8'-D" V6" 12'-D" 3'-0' 8'-D' 10'-6* ll*-O* 12'-0" NOTES: 0. 110 F-0- 1'"0' l'-0- F-D' 1 2'-0' 2'-6- 4'-6- 8'-6- Y-0' P-0" 1'-0' T-15" 5'-0' 6'-0' 9'-0* 12% C slutictilln 210 21'-4" III-a* 21'-4' V-9" 14%2' 210 1'4' F-0" F.0" 1'.0- 2'.6- 34" Y-6- T-6- I'-C' F-0" 2'-0" T-6' F-O" 7'-D" 10%0" 134' 230 Not Reg. Not Reg. Not Reg. 191-2* Not Reg, Not Re q. 191-11" 151-11" Movement 14" Y-O" Y-0" 1'-0' 2*-0" 3'-6" 4%0" 6%0" 10'-6* F-0' 1,-0" 2%6" 4'-0" 6,•6" 7'-6" 11%0" 13'-6" 360 24'-5' 19'-6' 24'-5* 20'-4' 16'-3" V-0" 1%0" 2'•0' T-6" 5'-6' F-O" 8%6" 12'-6" F-0' 2'-0" 44' 5'-6- 9'.0- 10'.0- 12'-0' 14'-0' 0. 560 29'-10' 23'-10' 29'-0' 24'-10* 19--10" F-0" F-0' V-6" 3%6" T-G' 6%6" 9%6" 13'-6' 1%0" Y-0" F-0' 7'-0* 10'-0" 1 ll'-O' 13'-G' 15'. W58 Gans develop as 1'4' F-0* IA" I'-D" P-0" I'A" 3'-6" 6'-0' 101-0" 11-01, P-O" F-G' F-6* 4%6" Y-6' 10A" 12'•6" 16:.o. i - Long-term deflection tinder dead load.which includes the effect of creep.has not been considered.Bold italic spans reflect , I . sheathing shrinks Shiner 230 1%0" F-0" 1'-0" IA" 1 1'-6" 24" 4'-0" 6'-6" 11-0 11-0" 11-01, 1'.0- 2'.6- 5'.0- 6'-0* 10'-G' 13"6 16'-6' Initial dead load deflection exceeding 0.33'. 16" Dab sulifleor adhesive Ben tab 360 10'-D" I3'-6"V-0" IA" 1'-0" 1'-0" T-V 44" 6*-6' i IT- " Y-0" IA' 2A" 4'-0" 7'-6* 8'-G* 13'-0* V-13 1T-O' in seat of hanger' aid fasten 560 1'-0- F-0- F-0- V-0' i 2'-6' Tf 74' 11'-0" 15'-0" I'-W P-0" 3'-6- 5'-6' 9'-0' 10'-0" 14'-6" 16%0" 18'-0" • RectanRufat holes based en measurement of longest side. Seat the joist tight to the bottom of the Hail Interior partitions to the joists when Keep building materials dry,and properly Exercise care when nailing.Nails that hanger.When using hangers with tabs, possible.It the wall can be nailed only to glue floor panels to the joists.Panels barely hit the joists(shiners)do not hold bond the flange tabs over and nail to the the floor panel,run a bead of adhesive that become excessively wet during the panel tight to the joist and should General Notes DO Nor 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377, T11"'Joist bottom flange.Placing a dab under the wall and either cross nail,nail i construction shrink as they dry.This be removed.If left in,the nails will rub a Holes may be located vertically anywhere within the web.Leave V."of web(minimum)at top and bottom of hole. DONOT cut holes in cantilever of subtfoor adhesive*in the seat of the through and clinch tight,or screw tightly shrinkage may leave gaps that allow the against the side of the joist when the a Knockouts are located in web at approximately 12"on-centre;they do not affect hole placement and may be cut or notch flange. reinforcement. hanger prior to Installing the joist can Into life wall from below. panel to move when stippedon. panel deflects, located in the hatched zone. reducesquea*5. a For simple span(5'minimum)umformly 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 Weyerhaeuser recommepd.-using a suN)uor adliesive that tafs been qvali!4ed as a For more Information arid tips on how to prevent floarniffse,refer to the Weyerhaeuser a Distances are based on the maximum uniform leads shown in this guide.For other load conditions or hole GOLDEN IVIEAN Prevention and Repair of Floor System Squeaks Technical Resource Sheet 90179, configurations use ForteWE B Im so+twa re or contact your Illeye.rh aeu ser representative.Class 118 in..Type P10 subfLior adhesive in accordance will ASTM D3498-19. or contact your Weyerhaeuser representative. See page 24 for how to use these tables and general Notes. GROUP LLC Trus Joist'T11"Joist Specifier's Guide(Canada) '40C(', TI-45CO January 2022 Trus Joist"1J],Joist Specifier's Guide TJ-4000 I August 2016 Trus Joist'TJl'Joist Specifier's Guide tCanadji i�5NUCC TJ-4500 Jamrary 2022 3 7 3.6 Architectural Desig I Facility Consulting Strategic Planning M SECTION 3: DESIGN INFORMATION FOR ALL JOISTS RIM BOARD SELECTION AND INSTALLATION FLOOR DETAILS HE - This section contains framing details and design Information applicable to all joist depths shown in this guide. Exterior Deck Attachment Blocking panel: Lead bearing or braced/ Blocking panel: Plate nail I Load bearing wall above No load bearing wall above 1?4'11"Rim Board Structural exterior 14"Tr Rim Baa shear will ah"e(must I W Tr.-Rim Board (must stack over wall below) (with depths 5 16"7. sheathing (with depths s IE"). stack over wall below) (with depths 16'), TJIID Joist Floor Framing Joists must be laterally supported at cantilever and IN"or Ph'TimberStrzirid" 11/4"of I�i' lri"or Ph" 2x4 minimum end bearings by blocking panels,hangers,or direct LSL,or TJIQ1 joist TimberStrand",LSL Tim berSttand LSL• squash blocks Vit'joist floor framing does not require Flashing or 1)0 joist attachment to a rim board or rim joist bridging or mid-span blocking #1 Mercia Lane, 2nd Floor Rim board joint between joists 0_7 Toenail Treated Greenwich, CT 06830 2x-ledger i I'6."TJ"'Rim Board Web stiffeners required on both sides (with depths i�16").IVA"or Web stiffeners required on Web stiffeners required on both sides 3t B3W ONLY.See footnote(1)under I Ns*Tit in befSI ra rid LSL both sides at AIW ONLY at B2W ONLY,See tootrote(1)under ;pan tables Staggered bolts Web stiffeners required en both span tables. (110-J) 410-5783 voice Attach blocking per fastening Instructions in Detail A3, 1 1 sides at 81W ONLY.See f)otno!e V Shimmed Deck Attachment (1)under span tables. Blocking panels may he required with 81ochingp2nels maybe required with braced1shear walls above orbelow— bracedlshear walls above or below— web stiffeners required on Siding 1.618033988749894848204586834365638117720309 Plate nail both sides at A2W ONLY see detail 8 1 qr1_1 seedetail0l Weather-resistive barrier Flasherrg Rim-to-joist nail Flush bearing plate required. Load from above lVk"TVI Rim Board Maximum N'ovprhang g mgColgo den-rnea n.c orn (with depths<161 permitted at beam. 71 11/4"or 116"TimberStrind"LSL Washers or prefab spacers to_Z1 allow for drainage,Maximum Toe nail airspace is 44".Add sealant. Top mount JOB NAME: Safety bracing(1x4 minimum)placed at hang 8'on-centre(6'on-centre for TJI" 110 TIl'rim joist Staggered bolts Peconic Landing joists)and extended to a braced end Face mount 11 Treated 2x-ledger wall.Fasten at each joist with two hanger 80(0.113"x UP)nails minimum. Must have 1314"minimum joist bearing at ends.Attach rim Structural exterior sheathing 2A minimum squash blocks, Hermitage 11 B--Unit#020 01 Joist per fastening instructions in Detail A3. Web stiffeners required it sides of match bearing area of Column above Structural Sheathing Treated sit[plate hanger do not laterally support at Protect untreated wood least 3A"of TJP joist top flange 1500 Breaknock Road from direct contact Plate nail,typically 20 or 2xG stud wall Use 2x4 minimum squash blocks to transfer See Exterior Deck l6d(a 148"x 3W)at 16*o.c. Attachment on 77= load around Tit*joist Green port NY 11944 with concrete (6'ox.at braced walls) Web stiffeners on both I�12'knockouts page 26 Deck nail,typically sides at AZONLY Ledger Fastener") ractored Resistances at approximately All en Daniel 12'off-centre See Attowallfe Holes 8d(0.131%2V21 at Vo.c. thic-Aless Fastener Spacing for Me Joists on pages 16 and 24 exceeds A". Factored Resistance Luad'2)(lbstbolt) Rim board to TA"jo,st trim Closest On-Centre Spacing per R will DATE: lf-luui — I'A"TYI Rim Board sheathing Rim Board Material Y?tag Bolt As Noted Oil(0.113'x 2K"), SCALE: (with depths f 16").11/0 or I011gLe JA"TIM Rim Board']) 695 1.005 •8d(0.131'x 2A.), 10d(0.148"13"), DRAWN BY: FBR TJl6 Joist Nailing Requirements at Bearing I ii*TimberStrand,LSL at rim board Tile 12d(0.148'x 391"), 16d 10161"x 3!�V) ------- lY4"7imberStfarA1!rLSL 985 1.050 890 11 10d(0-128'x 3") TJIG Joist to Bearing Plate Toe nail,16d(0.148"x 3A") LSL 980 1,050 1 112d(0.128"x394") I 6d(0,1135'x 3!4') Project Number: 17-257 Squash Blocks to TJIID Joist at 6'o.c. TJI'1 joist spinning in (1) Corrosion-resistant fasteners required inwet-service applications. 110 avil 210 4- 4".1, Zoning Approval: i (Load bearing wall above) Rim board to TJI,*joist 230 4' One Rd(0.113"x 2161 nail each side.Drive nails (2) Factored resistance determined in accordance with ASTM 7672. E* either direct on Building Permit: I ii"Tl'Rim Brand(with depths 161, at an angle at least IV,'from end.For TJl560D, Wall sheathing-- Till"joist (3) IA'TT'Rim Bcard is allowed with inist depths 5 16"only, 360,560 and 5600 3" 21`1' E" BID Docs: 1!14"at 14"TimberStrand"I LSL use(0.131"x 3")nai!s. to plate (4) Maximum 14'shimmed air space (1)Stagger nails when using 4"on-centre spacing or less and maintain 3K."joisl and panel edge distance.Oiie vow of Construction Docs: fasteners is peftnittel ftwo at abutting panel edges)for diaphragms Far other applications,multiple row!of fasteners One(0.131"x 3")nail Vielt stiffeners reqfired on are permitted if the rows are offset at least V"and staggered As-Built: into each flange bath sides at A3W ONLY I lb"Tl�Rim Board(with General Notes (2)Can be reduced to 3"on-centre for light gauge steel straps with 10d(0,148'x UP)nails. Shear transfer naffinjc: depths s 16'),1 V4*or I',�" P Maintain 2"distance(minimum)from edge of ledger to fastener.Stagger bolts. - Maximum spacing of nails is 18"on-centre for joists s 16*deep;24"on-centre for joists>16"deep. Use connections equivalent to TimberStrandl,LSL floor panel nailing schedule a Local building codes may require through bolts with washers. - 14 gauge staples may be substituted for Bd(0.113*x 21/,")nails it minimum penetration of I'is achieved n Lateral restraining connections may be required, - Table also applies to the attachment of T11"rim joists and blocking panels to t"wall plate. RE D r See Weyerhaeuser's Rini Board Specifier's Guide,TI-8500,for more information. lVc*minimum bearing 31,�'minimum intermediate bearing: at end support 51/-'may be required for maximum capacity Y,B.RY Nails Installed on the Narrow Face Rim to TOD Joist To View -1 Closest On-Center Spacing pre W 11)IrW Tl" Board is allowed with inist depths s 16`only Till 560 or 560D Vertical Load Transfer at Bearing Nail Size i di LSL (2)Can be reduced to 5'on-centre it nail penetration into lh�mirmw edge is nn Ili"Tr Rim Board(with depths s 16"), THP 560 or 5600 I Capacity is based an calculation. 11"r RIM Board") more than 194`(to minimize stiff I i ng,l. I or I Y,-T,.b.,Strandl!l LSL rilry board,or rim joist Uniform Load(PLF) Concentrated (3) Can be reduced to 4"on-centre it naii penetration Wo the narrow edge is 7 TIPS'110 rim joist: Toenail lit < Depth load(lbs) (2) Capacity is limited to a maymium o!522 psi in accordance with ASTM D7672. 8d(0.113*or 0.131"x 2%*), 6' 4' 31 no more than I%"fig minimize splitting). One(0.131"x 31 nail into each flaoge Rim or Blocking Material Vathips may not be increased for duration of load. 10d(0.128"x 3"),12d(0.128"x 3V, To minimize splitting,maintain edge distance and row spacing of N%nail 406- (0131*x 3")nails,one each Also see detail 82 on page 27. TJI11 rim joist 3,060 2.250 2.475 1; - 10d MAU*x 31,126(0.148"x 3Y4") 6" 4- 3' diameter or 31,",whichever is greater.Multiple I'DWS Must be staggered and >TJI�210,230,and 360 rim joist: sWe of TJ[1 joist flange IVa"DID Rim Board — 7,0452! 6.625 5800 - 4.930 16d(0.162'x 3�V) 16--2l 61.01, fi-Ii, equally spaced from tire c0relme of the narrow face axis One(0.131"x 316")nail into each flange TA' 560 of 51501) 194"TimberStranutil LSL 7,830!4 7.250 6090 5,3654,5801930 5,450 (0.131" 3"-3%") 6" 4' 3" 14 14 gatrge staples may be subst luted for Ed(0113'x 2!1,")nails o.: rim Joist It ruirrinum peneiration of I*isarhip-A. F IN"minimum 1156'TimberStrandR LSL 1 9.395 '9,250 8.325 7.350 R440 6.55" beating locate rint board joint between joists Also sesi nailing requirements an page 75. Also see nailing requirements on page 25. Air DRAWING TITLE: 7145C0 I January 2022 Trus Joist'TJV Joist Specifier's Suide(Canada) W-CC TJ-4500 January 2022 Trus Joist"T11 Joist Specifief's Guide(Canada) NEI U TJ450r) I Januory 2022 Trus Joist'TJI'Joist Specifier's G,iidp(Carradal 25 26 27 LVL Details iNT 2 230 350 560 210 76* 230 360 560 30 360 560 DV -- LVL Details SCALE: 12" = 1'-0" ermie - oe -- Unito CD M Lw C CD a � CD Glu U `� \V I 5y4 U CD G N ') �a - rn `o c V c J a� d ' ° When We Build,Let Us Think That We Build Forever... a n p° •y - ------ _ OWNERSHIP AND USE OF DOCUMENTS aVr� 0 Copyright 2022 _ { By Frank B Ryan,Jr.AIA and The Golden Mean Group,LLC d r The drawings 6 and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby d 1 j 1 are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any ° 9 s person, firm,corporation,or entity for any purpose whatsoever,except with the express writtenconsent of - - — - - --- - Frank BRyan,Jr.AIA d - i and s The Golden Mean Group,LLC. CONSULTANT: i 2 -802.0 CONSULTANT: — -- — — - — — —. — -I NOTES: ; ; d. . .E1 3 0, 1,1,2,3.5,8,13,21,34,55,89,144,233,377,610,987... -802.0 a_ The ' GOLDEN MEAN GROUP LLC • - d, e a _� i Architectural Desig Facility Consulting Strategic Planning j I I -Df]l I. 1 i { #1 Mercia Lane, 2nd Floor :! Greenwich, CT 06830 4 _ e I 5 -802.0 I. a (20i) 410-5783 voice I•. � 3 I_ -802.0 I 1.618033988749894848204586834365638117720309... — — — — — — — — — — — — — — — — — — — — — — — — — J r�gmqCn)qcdclen-mean.com JOB NAME. Peconic Landing I Hermitage II B--Unit#020 i 1500 Breaknock Road i Greenport, NY 11944 i DATE: 1r-iuui SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: As-Built: Docs: -Bu fi i REo �Rcc, Y44, I ✓� True North FootinDemising Partition Sheet No.: � SCALE: 1/4" = V-0" DRAWING TITLE: Project North 1-HR Demising Partition -- Unit AB Hermitage - Model B -- Unit #019 �- ? � o co o U1 E yy, t U CU c�o m QJ -C3 o J rr • U N I When We Build,Let Us Think That We Build Forever.. OW14ERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B.Ryan,Jr.AIA : and The Golden Mean Group,LLC ' - The drawings _ • . :. and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of ;, •- Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any ` — person, firm,corporation,or entity for any purpose whatsoever,except with the express ' - J - -� - - • - • , --• written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. _. 13 0 _-- CONSULTANT: AW NOTES: 2 -802.0 ❑ 0, 1,1,2,3,5,8,13,21,34,55,89,144,233, 3 :DF r = -- "02.0 - 7f The - step GOLDEN MEAN _ GROUP LLC Architectural Desi Facility Consulting • ; _. Strategic Planning - Q # 1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203) 410-5753 voi,,e - I i 1.618033988749894848204586634365638117720309... gmg0jolden-meon.r om - - — — — — — JOB NAME: Peconic Landing : ❑ r- ----_=- =_-C Hermitage IIB--Unit#020 ------- =-_- 1500 Breaknock Road Greenport, NY 11944 DATE, Ir-tuu) SCALE: As Noted DRAWN BY: FBR Project Number: 17 257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: -OC4 o qRc yq,y✓ 'yam : � � �n 4 True North Sheet No.: Level „1 ,-„ Demising Partition DRAWING TITLE SCALE. 1!4 - 1 -0 Project North 1-HR Demising Partition -- Unit AB M ■ Unit J o I'll CD Hermitage 0 ' — M � O s.;i M G E U8 U � `o Demising Wall Locations. o 19 Frame, walls from Foundation To Underside of Existing Roof Structure Throughout. When We Build,tet Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By Frank B.Ryan,Jr.AIA ----- -- - - -- - and — . The Golden Mean Group,LLC - --- — ROOf JOlst The drawings -- -- - - - Blocking and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the roe of - Roof Joist property dY Blocking Frank B.Ryan,Jr.AIA Architect and no part thereof shall be utilized by any person, firm,corporation,or entity for any purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and Roof Joist The Golden Mean Group,LLC. Blocking _ CONSULTANT: Roof Joist Blocking -� R-23 Batt Insulation CONSULTANT: I T Fireblocking Fireblocking@ 4 O.0 NOTES: ' 4 O.0 -- - �= @ Vertical, Typ. Vertical,Typ. - Fireblocking Fireblocking --- @4'O.0 @4'O.0 — _ Vertical,Typ. - Vertical, Typ. - R-23 Batt Insulation -Roof Joist R-23 Batt R-23 Batt Blocking - Insulation Insulation 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The Ceiling Joist GOLDEN MEAN Blocking - -Ceiling Joist .Ceiling JoistCeiling Jois GROUP LLC - Blocking - <- Blocking - Blocking Ceiling Joist - Blocking ' I R-23 Batt Insulation Architectural Desig R-23 Batt R-23 Batt `J Facility Consulting R-23 Batt R-23 Batt Insulation Insulation Insulation9 Insulation - Strategic Planning ra J. i Fireblocking Fireblocking @ 4'O.0 @ 4'O.0 Vertical, Typ.Fireblocking / Fireblocking Vertical, Typ. - #1 Mercia Lane 2nd Floor Fireblocking 9 @4'O.0 Al@4'O.0 @4'O.0 i -t Vertical, Typ. - Vertical, Typ. - Vertical, Typ. Greenwich, CT 06830 (203) 410-5783 voice \ 'i 1.618033988749894848204586834365638117720309... Floor Joist Floor Joist Blocking - 9m 9 09olden m an.com \ Blocking - _Floor Joist _Floor Joist Floor Joist JOB NAME: Blocking - Blocking - r Blocking � Peconic Landing _ ea Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 —IIIII ,.a. ' III- III — III •a — I I— III -- a� . a•a ,� -III—III—III—I — —III— I— I I I I ' �a _ . I I— I a• ° DATE: 1I-1UU1 SCALE: As Noted a e A DRAWN BY: FBR - a Project Number. 17-257 Zoning Approval: -III I III II d I — I I • —I I 1I I I I — — - — - Building Permit: _ _ _ III as IIIIIII I - I I I I I—I I I _ I—III °a � •- I . a BID Docs: Construction nDocs: As-Built: I- - =1o A 771 IIIIIII—ILII I—III—III- I IIIIIII I I I IIII—III— =I I I II _ I I—_ I _I = I I I A — I = I= �,� ��Ka.RY ,�ti%� - I I III — I M II II11 _ - I III III III III Ilt III II III III III III III III III III III III III I III III III Ilt III III �„ � ` -11 1:EEI I E1 IIIII II IIIIII—III III IIIIII—III' N� O Sheet No.: A-8 021M V "I Section 32Section 4 Section 5 Section 6 Section 7 DRAWING TITLE: SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1-/2"-= 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" Demising Sections -- Unit AB U Model �� mIe s of L � c C13 U E W � 3 � rn C o .........«..«....»......»..........«.............................»..............«...................................«........................................«.»........«»..»..................».......«.....«...«....»...«......«.«..»..............«.»»»...».........»......»..»..»......».....»......».................... N 2 hr. Wd Stud-2 layers 5/8"SHEETROCK Brand gypsum N/A I C9 J panels, FIRECODE core, or SHEETROCK Brand gypsum CD 6" panels, water-resistant, FIRECODE core, ea side-2 x 4 F- 16" o.c.—base layer att with 1-7/8" nails 6" o.c.—face layer att with 2-3/8" nails 8"o.c.—joints fin—ULC Des U301 --- _— y � When We Build,Let Us Think That We Build Forever... wt. 12 OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 -_ By Frank B.Ryan,Jr.AIA I I and The Golden Mean Group,LLC Roof Joist Blocking _ The drawings 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 1 hr. est. Wd Stud-2 layer— base layer 1/4" SHEETROCK Brand 45 TL-69-52 F and no part thereof shall be utilized any person, firm,corporation,or entity for any I gypsum panels appl vert with 4d ctd nails-1/2" panel 53 Based on 5/8" lamin. purpose whatsoever,except with the express 5" X written consent of face layer strip lamin-1/2" SHEETROCK Brand gypsum FIRECODE C core face Frank B.Ryan,Jr.AIA = ' panels, FIRECODE C core-2 x 416" o.c.joints stag & fin layers & 1-1/2" SAFB and The Golden Mean Group,LLC. —perimeter caulked—est fire rating based on UL Des U305 —USG-221-ST-G&H 8 R-23 Batt Blocking Roof Joist I CONSULTANT: - «.....«..».»...................».........».............»..............»...................«..........«....................»..»..»......»................................». Insulation -I - ......................................»......»......»...........».....».........................................................................»..........«... CONSULTANT: UL305 1-HR Partition Q Demising Loca'icns. Fireblocking 2x4 Stud w/S!D Type}: 9 ,.I - �� GB Each Side. Vertical, NOTES. @ 4' Provide accoustiical batt Typ. — _ �' Insulation Throughout. { Fireblocking @4'O.0 i Vertical,Typ. Finish Floor R-23 Batt ! Insulation Existing 2x10 Flocr Joists 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... I vil 34" PP/wood Sublfoor. f "Y Provide R-30 Batt Ir:sula+ion V Ceiling Joist Throughout. Blocking - The Ceiling Joist - - lY , GOLDEN DEAN Blocking - F � -I i Ceiling Joist -# GROUPu_c Blocking ' R-23 Batt R-23 Batt Insulation ; Insulation Architectural Desig R-23 Batt - Facility Consulting Insulation R Strategic Planning 'Drill New Anchor Fireblocking ; �-{ Fireblocking " ,y :Bolts 4'-0" o.c. @ 4 O.0 @4'O.0 Vertical,Typ. - - Vertical, Typ. - _- Existing �CcnCTele Foundation tiur Fireblocking r #1 Mercia Lane, 2nd Floor Vertical,Typ. - +• :1- Greenwich, T i� `I • . C 06830 _¢ (203) 410-5783 voice 1.618033988749894848204586834365638117120309... Floor Joist j Floor Joist r - "' Provide 2" Rigid Insulation qmg@golden-meon.com Blocking — i Blocking — r"t all exposed Founda'.ion ��.�ide Footing Ked. %Valls. Floor Joist JOB NAME: r All New Footings ° Blocking - ° ' (3) #3 Rebar. Peconic Landing 17 =I . — _�._ - _= Q Q- ._ _ .. •. �T,, _ •�• •¢ I • •� •• •• Hermitage IIB--Unit#020 a - 1500 Breaknock Road Green ort, NY 11944 ' ,a t �. II a . '•• DATE: 11-1001 v — .J- SCALE: As Noted I — — I .4 — I _ I a a' — I • _i l ;I ` ' _ . DRAWN BY: FBR —d ° . �=.a _ — °° ➢". I I _ °° I — - '� •_' '• •� +"� '.$�• �,�'.�a-?" '. 'r Project njnctAumoval: 17-257 — - 9 PP Building Permit: I —III— I I- +'S '•- ' d, . { �;_' :• BID Docs: Construction Docs: W:::--1 I F-I I E I III—III I I I I _ — I — \C �e. aN a � DV -- D e m i s i n a Detail Sheet No.: �P SCALE: 1" = 1'-0" 9_ DRAWING TITLE: Section 8Section 9 Section 10 Demising Sections -- Unit SCALE: 1/2" = 1'-0" 2SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" AB U _ M Hermitage 11 - Model B -- ne _ =3 � o C> 1, N CD U E 6 U U c m u cv a CU c� g, N H -C3 o 'On c a V � c m ^` J W � N When We Build,Let Us Think That We Build Forever... — -----r--------------------------------------------------------------------------------------------------------------------------, I 1 1 1 1 OWNERSHIP AND USE OF DOCUMENTS 1 1 1 1 © Copyright 2022 B Frank B.Ryan,Jr.AIA and 1 1 The Golden Mean Group,LLC 1 1 The drawings and all the ` 1 1 plans )indicated thereon or erepresented gns,and theeby 1 1 are owned and remain the property of / Frank B.Ryan,Jr.AIA Architect 1 1 and no part thereof shall be utilized by any 1 1 person, firm,corporation,or entity for any --- 1 I purpose whatsoever,except with the express 1 1 written consent of 1 1 Frank B.Ryan,Jr.AIA 1 1 and 1 1 The Golden Mean Group,LLC. t 1 1 CONSULTANT: 1 1 j 1 1 1 1 1 1 1 1 1 1 CONSULTANT: I 1 ------------------------------ k t 1 NOTES: ` . 1 # 1 1 1 1 a ± 1 1 1 t 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... i s 1 1 I i t I The k GOLDEN MEAN V 1 1 GROUP LLC { 1 1 1 --- -- ---- -- - - p t 1 Architectural Desig j Facility Consulting 1 Strategic Planning I i 1 1 1 I #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 I 1 1 1 1 j I (203) 410-5783 voice -------J � i 1 1 1 1 1.618033988749894848204586834365638117720309... 1 1 I L———————r———————————'————————————————————————————————J �gmg@golden—mean.com JOB NAME: 041, Peconlc Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 O DATE: 11-1Vu1 o f sSCALE: As Noted DRAWN BY: FBR Project Number 17-257 I Zoning Approval: Building Permit: BID Docs: Construction Docs: I I 4 As-Built: n. a !±' RED E SIR �e ��Ox B.�y�N cy� True North V, �� "�'_, �-•�-r Level 1 -- MEP Electrical Unit BISheetNo.: `T , : ,� _B SCALE: 1/4" = V-0° DRAWING TITLE: Project North MEP Electrical Layout -- Unit B tl O qq M C c�D Hermitage 11 Model B Unit #01 9 �A U N co im U N V7 QC C �v � o c V � C `A1' J r U C N When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS 0 Copyright 2022 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect and no 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: . .l 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377, 610,987... F' The GOLDEN MEAN GROUPILc Architectural Desig Facility Consulting Strategic Planning Ilk : ii k #1 Mercia Lane 2nd Floor Greenwich, CT 06830 (203) 410-57°3 voice j 1.618033988749894848204586834365638117720309... grng(j)gnl�iFn—mFan.com b,. JOB NAME: yy Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 1 r-1uu1 SCALE: As Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: 3D Model View -- MEP Sanitary ��I�REogR SCALE: ¢�C� ,K S.Rye C'�i Sheet ''T i . O2: DRAWING TITLE: v 3D MEP Sanitary -- AB � _ M Ja Hermitage 11 — Model B -- Unit #019 o GE I I CU Gl U CU w yyee t� rn o CD a) When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS II © Copyright 2022 By { ( Frank B.Ryan,Jr.AIA and ' The Golden Mean Group,LLC The drawings I and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby — — — are owned and remain the property of = 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: LL'I NOTES: J.. K" 0, 1,1,21 5,$13,21,34,55,89,144,233,371,610,987... I I i The 0 _ GOLDEN MEAN GROUP LLC Architectural Desig Facility Consulting Strategic Planning l. _ _ I #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 GH' J' Cie' (203) 410-57° , void - — — — — 1.618033988149894848204586834365638117720309.. — 9 93m1go Iden—mean.rom JOB NAME: I I Peconic Landing Hermitage II B--Unit#020 1500 Breaknock Road Greenport, NY 11944 DATE: 1 r-luu i SCALE: As Noted I I.• = I. DRAWN BY: FBR 5 — — — — — — Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: • I I I I Construction Docs: As-Built: I I I e?,ED qac G ��pS1K B.Ry�N , I 7 True North �..-� Sheet No.: ,�'�"�Jr)D.oO2 Level 1 -- -Pro osed Framin A' A B c D E F DRAWING TITLE: g Workin Project North First Floor Framing Plan SCALE: 1/4" = 7-0" -- Proposed U Hermitage 11 ModelO A . n1. E CU rJ 4 U m � E w �rn a� O `V II I C C- r----r-------------- ---------- ---- -------------------------------------------------------------------------------------------------------- When We Build,Let Us Think That We Build Forever... 1 I 1 1 I 1 1 1 OWNERSHIP AND USE OF DOCUMENTS © Copyright 2022 By 1 I I I Frank B.Ryan,Jr.AIA 1 � and 1 I , The Golden Mean Group,LLC I I 1 1 The drawings I I I 1 and all the ideas,arrangements,designs,and 1 I I 1 plans indicated thereon or represented thereby 1 I ; are owned and remain the property of Frank B.Ryan,Jr.AIA Architect I I 1 and no part thereof shall be utilized by any 1 person, frm,corporation,or entity for any I ( 1 purpose whatsoever,except with the express written consent of 1 - - - - - - - - L------------- Frank B.Ryan,Jr.AIA and 1 The Golden Mean Group,LLC. � I 1 jI I I I CONSULTANT: I 1 1 I 1 CONSULTANT: r � I 1 1 NOTES: _ _ _ _ _ 1 I I 1 ® I 1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,7987-1 The J" K" GOLDEN MEAN I I IJ 1 I � GROUPLLc 12'-4 1/4" ; 1 Architectural Desig Facility Consulting 4 44 1 (1)1 3/4x11 7/8 I I 1 Strategic Planning 1 I I 1 1 (1)1 3/411 7/8 1 1 #1 Mercia Lane, 2nd Floor I I Greenwich, CT 06830 �------ ------------ (203) 410-5783 voice I G' H' J' OK� on 1.618033988749894848204586834365638117720309... (1)l 3/411 7/8 44 (1)13/4x117/8 4x4 44 44 gmg@golden-mean.com JOB- - — — — I (1)1 3/4x117/8 I I (1)13/4117/ Peconic Landing 14'-9 1/2 Hermitage II B--Unit#020 20'-10" 1500 Breaknock Road Greenport, NY 11944 I DATE: 1 i-1uu1 I I I SCALE: As Noted I DRAWN BY: FBR Project Number. 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: i I I I I I I \� ANKB.RY True North I I I I I I Sheet No.: Level 1 -- Proposed Column . Locations Unit B DRAWING TITLE: SCALE: 1t'4" = 1'-0" Project North First Floor Column Locations -- Unit B I J `f' ermi a e o e ni � I C:) it U � w k I " 1 - - I f ' 0 j I I I When We Build,tet Us Think That We Build Forever... I I © Copyright 2022 JFrank B.Ryan,Jr.AIA -- -- and U—111 I 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 t I purpose whatsoever,except with the express written consent of Frank B.Ryan,Jr.AIA and The Golden Mea Group,LLC. II JI II I I II i i 1 - - I CONSULTANT: 2 — — — — r -II -- IT j CONSULTANT: t „ NOTES: 11 it It 1 11 it I -- - - - - - i I � s 0, 1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... " I t #019 F// ! " The 3 -- - - i i — — — — GOLDEN MEAN I I � I GROUPL�C I Architectural De � i -- ---- --- --- -- --- sig Facility Consulting _ — Strategic Planning Imp I i K' - _ _ #1 Mercia Lane, 2nd Floor -._ - I I Greenwich, CT 06830 , ! — - _— _-- - - -------- I ( r (203) 410-5783 voi e F a II E 1.618033988749894848204586834365638111720309... gmg?"gnlden-mNan.r_am LJ t I I I I II'I � JOB NAME, Peconic Landing lcl� — Hermitage II B--Unit#020 5 — — — — — I — — 1500 Breaknock Road Greenport, NY 11944 I I DATE: 1 r luul SAE: s Noted DRAWN BY: FBR Project Number: 17-257 Zoning Approval Build!ng Permit: BID Docs: Construction Docs: As-Built: I I I I I I I '\S'T E RED FRMKa.qy'� 9 A' A g C D E F � y 0 True North ` Sheet No.: _ �1P.o 2 Level 2 -- Pro Osed Fra111i11�.1 DRAWING TITLE SCALE: 1/4"= V-0" - Project North Ceiling Framing Plan -- Proposed ti Hermitage 11 ModelI-= O d 0 Ua v t � CU U N U Ilk 3 E N O , f I V J New 2x 12 Roof Framing — -- -li n moi— >L --- --- -- --- -------- ----- T-"_"----i -- T T' — _ F 1A �_IJ=Li__J_ 1 --I - � I I_ E --ice--- When We Build,Let Us Think That We Build Forever.. 1A- -- - L I OWNERSHIP AND USE OF DOCUMENTS - - _------- - -- -_--��� '-- _ -��� - - -- © Copyright 2022 BY - - - Frank B.Ryan,Jr.AIA f ( 1 l ( 1 ! and ----_= -1�=��J - --- - �1_�J__�I�l' _j= —_ 1_i �___�L- ___ The Golden Mean Group:LLC TE: — -L-1 - The drawings T - I ` �- I [ and all the ideas,arrangements,designs,and -lIl I I -- - -- plans indicated thereon or represented thereby - - -- ---- _ _ �.----- ---- I _ - are owned and remain the property of Frank B.Ryan,Jr.AIA Architect II l I i' and no part thereof shall be utilized by any person, firm,corporation,or entity for any 17 - _ ii --- ---- - _ ___ -- -- ! -T _ —_ ,______-___--_ !-- !, ! -- j, ii purpose whatsoever,except with the express ------ -— ---- �I — T—_ �;— " - - _--_1 I I: I - — written consent of - -- Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. J, �I I I I i — -- j I I --_ ---- _'- --= - -- --- - -- -- - - -- Ili 'I I- -- --- - ' -- - --'-I- --- ' �--- i-- - -- CONSULTANT: -- - - I l CONSULTANT: , I - - I NOTES: - - — _ r _ if I ' I j - - I ----- ---—-I . l — --- -- '' -------------- -'-----�--- -----I- � I_ '! --- i I q 1,1,2,3,5,8,13,21,34,55,89,149,233,377,610,987... - - -- - -------------------- -TI-- --1 _' - I� - -- - The - - -I - --- - -- --rte--- --- -- --- -------- _—__=--�1"---I1=_-T-_- - _.�-Zr�--�- - - _ - -- -- — - - --- - - -- - - , — - -- -�— 1--� GOLDEN DEAN GROUPLLC I I I ----- - --- - - - -- i , I I' I i - -- - - _- - _ .. _ ---- -_-_-- ---=-:-.---- - - --=; i ----_--.�_ -�_ --- - --_ _--_—_-_-_-_:_-=------ ----- --=-1 -_-_-_--- ��L= ArchitecfuralDesig Facility Consulting Ef Strategic Planning LL Existing Cottage Roof Framing h I ! i #1 Mercia Lane, 2nd Floor I — It Greenwich, CT 06830 I I _ - I I ' - -- ---------------- - ---- - r r--1-r -- - -r -rr-- --Tr--� r= -;-_ - - 203) 410-5783 voice r rr rr it 1.618033988749894848204586834365638117720309..1 - ------ -------------------- I Ii j - gmgngoIden-mean.com ----------- -- - --- - - -- -- --- - - - - -- -- - ------ - --- i f !I! JOB NAME: LandingPeconic Pe on Hermitage II B--Unit#020 1500 Breaknock Road - , --- -- --- -- --- ------ -- Greenport, NY 11944 ! --�)- -------- --1II---- -- —��--- - -- ---II -----------�11-- ------- - ---�' ------- ---- --'------- -- ---- -- DATE 1/-1 UU 1 SCALE: As Noted _ _ll II II III II II II II I II I II I II II II II II II II II VIII Il II II II II II Ir nl n - ii- 1! - i_ DRAWN BY: FBR -- _..-_.. - - - - - - - - - - - - - - - - - - - - - Project Number: 17-257 Zoning Approval: Building Permit: BID Docs: Construction Docs: As-Built: Roof Plan -- Framing SCALE. 714 9 C G,Sr�vwKe ti m V True North ^w.�,� w Sheet No.: S-"I� JPO "I DRAWING TITLE: Project North Roof Framing Plan -- Proposed