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Home My WebLink About52161-Z ho4toF souryolo Town of Southold * * P.O. Box 1179 ion 53095 Main Rd °`�coaxr+ Southold, New York 11971 CERTIFICATE OF: OCCUPANCY No: 46769 Date: 01/08/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1205 Route 25 Greennort, NY 11944 Sec/Block/Lot: 3 5.4-25 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/02/2025 Pursuant to which Building Permit No. 52161 and dated: 08/08/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family Unit (Unit #54) as applied for. The certificate is issued to: Peconic Landing na,Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52161 1/08/2026 PLUMBERS CERTIFICATION: Aut orized ignature �o�"ofsouryo`c TOWN OF SOUTHOLD BUILDING DEPARTMENT •�� TOWN CLERK'S OFFICE��ouwTr.a�+c SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52161 Date: 08/08/2025 Permission is hereby granted to: Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 To: Unit#54-Construct additions and alterations to an existing single-family unit as applied for. Premises Located at: 1205 Route 25, Greenport, NY 11944 SCTIVI#35.4-25 Pursuant to application dated 06/02/2025 and approved by the Building Inspector. To expire on 08/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $666.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $766.00 Building Inspector o��pF SO!/ly�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 • �O Southold,New York 11971-0959 COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic Landing @ Southold Address: 1205 Rt 25 City: Greenport st: NY zip: 11944 Building Permit#: 52161 Section: 35 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: NYS Essential Power License No: 64897ME SITE DETAILS . Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New Addition X Attic Spa Generator Surveyl IMezzanine Garagel IDock INVENTORY Service 1 ph In-wall Heater Recpt 4 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 3 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 3 Blower Heads Switches 4 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: Addition on Back of House Inspector Signature: Date: January 8, 2026 oesoulyOlo ��/� l lao 5 # . # TOWN OF SOUTHOLD BUILDING DEPT. loum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION M ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [.. ] RENTAL REMARKS: nv DATE ) �� a INSPECTOR SOUlyolo ;�I # TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION [FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: � � � Gon,�nv�• DATE /0" INSPECTOR �aOF SO(/T�° �IpI TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 I.-NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ alt-OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE.SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] 'PRE C/O ( ] RENTAL REMARKS: DATE INSPECTOR I� OF SOUTyO6 TOWN OF SOUTHOLD BUILDING DEPT. urrn, 631-765-1802 INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [p4 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [_ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-[ I FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: View 5 i DATE /�'aF�-o?S� INSPECTOR a # TOWN OF SO.UTHOLD BUILDING DEPT. eoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATION/CAULKING FRAMING /STRAPPING [ NAL [ ] "FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ok-- Ap- D AT E 16 1 - INSPECTOR \ 0FS0UTyolo S ' �^ �S � # # (LJ y TOW O SOUTHOL BUILDING DEPT?7� °y�ourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: lAj r DATE INSPECTOR , FIELD INSPECTION REPORT I DATE- COMMENTS �o• ... . _ . .._ 1J��7y� 2iY�.S !i /G� V- KII/m _qS FOUNDATION (IST) -- .•_..® ---(�f7?n vC. n - - ------------------- o.a%a = - ..- _ - _. WL - �D2d0� O/G 6)`G FOUNDATION (2ND) cr C� ROUGII FRAMING & PLUMBING --------..._....._ % 1 r INSULATION PER N. Y. - — -- -- -._...._.__.__.__._ -- STA1'I ENERGY CODE w 19 2 0. c FINAL ADDITIONAL COMMENTS Z rn -o c s� TOWN OF SOUTHOLD—BUILDING DEPARTMENT =�0 Gym y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Q ECEUME PERMIT NO. I Building Inspector: J U N , 2025 Applications.and.forms must be filled out in their entirety.Incomplete Building®epartm,ent applications will not be accepted: Where the Applicant is not the owner,an Town Of Southold Owner's Authorization form(Page 2)shall be completed. . Date: OWNERS)OF PROPERTY: Name: SCTM#1000- Project Address: C�niG\CQCAPIz- (-one .__.-___-------- --....__------------_—....___-----------------------�-- --.f'ee�_ "off- --N-- ----- _. _ ______---_------- -�---- Phone#:.. Email: Mailing Address: ISC> CONTACT PERSON: Name 1I Mailing Address: Phone#: Email: %)\/o t_1 tN5YK% 6MnIG�nc�i ' c DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: N Mailing Address: as 0 ! 5 A-UG',7 (� '} .. ._� _ on k-0 �../)-- — .//'179---- Phone#: wasp .. Do1p� Email: A ( 5s(a PChare) con-Irac+rri ,Com DESCRIPTION OF"PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 11O,000) Will the lot be re-graded? ❑Yes,.k'-N'o — Will excess fill be removed from premises? ❑Yes yNo 1 PROPERTY INFORMATION Existing use of property: Intended Intended use of property:e,�5,pk�,�J Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. Check Box After Reading:'The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or.demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name)�o1peo,J S&,'rpw NAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) �jobers—e ,Sac ` being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4;71 day of , 20_1�5 Notary Pub i LISA QUINN NOTARY PUBLIC-STATE OF NEW YO/t PROPERTY OWNER AUTHORIZATION No. 01QU6222447 Qualified In Suffolk County (Where the applicant is not the owner) COMMISSIon Expires May 24, 202 I, �o`oA C _ coo residing at �1,:E)00 do hereby authorize xek LWocAvig hot, Co(-Got apply on my behalf to the To n of Southold Building Department for approval as described herein. Owner' Yinature Date el) Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspectbrl i +, �� TOWN OF SOUTHOLD NOVN O V 1 2 2025 o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 dy ` Telephone (631) 765-1802 - FAX (631) 765-9502 { jameshCa_southoldtownny.gov - seandA—southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 11/7/2025 Company Name: NYS Essential Power Inc Electrician's Name: Sean Deptula License No.: ME-64897 Elec. email:operations@essentialpower.net Elec. Phone No: 631-400-2680 Ext. 102 [Z]I request an email copy of Certificate of Compliance Elec. Address.: 249 Trade Zone Dr, Ronkonkoma, NY 11779 JOB SITE INFORMATION (All Information Required) Name: Peconic Landing Unit#54 Address: 1205 NY 25, Greenport, NY 11944 Cross Street: Brecknock Rd Phone No.: 631-578-9877 BIdg.Permit#: 52161 email:chris@cmginnovations.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Living Room Addition, Lights & Outlets as needed. Requesting open wall inspection. Square Footage: Under 500 Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame 0 Pole Work done on Service? Y EIN Additional Information: PAYMENT DUE WITH APPLICATION ? '!�� ()U &,CI BUILDING DEPARTMENT- Electrical Inspect&i NOV 1 2 2025 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Box 1179 `10, Southold, New York 11971-0959 A P� Telephone (631) 765-1802 - FAX (631) 765-9502 jameshasoutholdtownny.g se ov and(a)southoldtownny.q v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 11/7/2025 Company Name: NYS Essential Power Inc Electrician's Name: Sean Deptula License No.: ME-64897 Elec. email:operations@essentialpower.net Elec. Phone No: 631-400-2680 Ext. 102 [E I request an email copy of Certificate of Compliance Elec. Address.: 249 Trade Zone Dr, Ronkonkoma, NY 11779 JOB SITE INFORMATION (All Information Required) Name: Peconic Landing Unit#54 Address: 1205 NY-25,Greenport, NY 11944 Cross Street: Brecknock Rd Phone No.: 631-578-9877 Bldg.Permit#: 52161 email:chris@cmginnovations.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Living Room Addition, Lights & Outlets as needed. Requesting open wall inspection. Square Footage: I Under 500 Circle All That Apply: Is job ready for inspection?: It/] YES E] NO &/❑F-� [7 Rough In Final Do you need a Temp Certificate?: F-1 YESF-1 NO issued On Temp Information: (All information required) Service SizeF-11 PhF—]3 Ph Size: A # Meters Old Meter# ONew Service[]Fire Reconnect[]Flood Reconnect Oservice Reconnect[]Underground[:]Overhead # Underground Laterals D2F] H Frame D Pole Work done on Service? E]Y F-IN Additional Information: PAYMENT DUE WITH APPLICATION 0 b C PERMIT# Address: Switches li Outlets GFI's Surface Sconces H H's I , 1 UC Lts Fridge HW POOL , Panel Fahs Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Wood APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES DA E:0'8 25 B-P# 5°� AS REQUIRED AND CONDITIONS OF FE .O BY: SOUTFIMOVDIS NOTIFY BUILDING DEPARTMENT AT SdUMOIDTOWNAIANNI(VGBOIIi 631-765-1802 8AM TO 4PM FOik THE SMMDTOWN70TO FOLLOWING INSPECTIONS: X N.Y.S.0 FOUNDATION-TWO REQUIRED S"OIDHIV. FOR POURED CONCRETE HQ ROUGH-FRAMING&PLUMBING INSULATION ELECTRICAL FINAL-CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS All exterior lighting installed,replaced or repaired shall conform to Chapter 172 Of the"Town Code 11A T,MI Provide windborne debris protection for new exterior New York State Law glazing on buildings as per You Must Call 811 NYS Code. Before You Dig RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE �926.10 \ g30°110�� s` P� ,. rrs re_ an e�i".=o�f, •as s,r+w•P$°x 1r n t^�s i a s9a 95 „n<r 88" "" 4, •a' _ b:Y o-�p a b 8g �`.<r�� • �9,9q,F bF °YO/t` `e/g✓f, n4� Project Location n� � � � 993 t r a W el p�`fl \ " � _ e'er i--� - -- °t.11\e� '`a• • �0,?S, SO ° �U%fy T � �` \ 18 6 i _..--► --►- - 'p1 e'z•++ 7/%\ t b lot 6 Y " 1 s �`.V.lf.., •� ', ,4Yi 9 q K # DI l#//I�f'IN"•a # lte \�\ ` a\, � O PSOOULEVARD OM S00.,� ps ar. � 0✓4C� '1 �0c0/q r !09 /J 41 -•P_�•,r `'lM+ ��q v, • , DI#, I � 1; ,cSc f \ a_ +• � 7$ Os •�st `�..OQg�. F a' \ \ a , I o�5+ •z a � � : b•` a � \• ,`• ql,,g. Ir r• f�, � •�7QQ 9a�Q•� % a f r►_rctr �!I /+ `• \� When We Build,Let Us Think That We Build Forever... m a Orr / � 'tp.Nr/ r(f t' l�q�a IG f 1 S7 m // \ F a /, �i�. =` / !�, OWNERSHIP AND USE OF DOCUMENTS a me 0 r © Copyright 2019 \ AN s I a B <p -� s — By �a, s`•W ° e e � w`. / ! `--- "`t, `'``--•.. `�'"�l�'` .�~�' ~ '' -,4�q r Frank B.Ryan,Jr.AIA � a: � � ,,• � " 4�"`^�,_'-'-. � ,�t �a+ea ? S4 3•'w, „a,#a.6;•- --® and <�� —� D I ,� �$ s `) ~` ~' ;e• ' J '— I,+'� C E¢••4' ? /$ 0�02�" I I The Golden Mean Group,LLC • c ) aTrl.+¢ Orr/ now or formerly I « ��__ 1 '• Christian Abadiotalds&John Abadiotalds The drawings Gy, 1t, „� m , �'• '� (9 .�"�' -'.�E+'► i ;: •'�""�°° �••- ._ ' and all the ideas, emen arrangts,designs,and "' M,' ' # 6 b as ,�, y c :°y o, •\.,,, '.. ---�,,... �.. $aa,J ,l,^. •p plans indicated thereon or represented thereby are owned and remain the property of Frank B.Ryan,Jr.AIA Architect 4. 0/ '' +f` / ` `� �� ► 4•� tD and no part thereof shall be utilized by any as A .� o 'L, .*'`✓` f A q y' �. Flop person, firm,corporation,or entity for any >a �\m-•'' s,\ <`�e 6 a � k O6'1 zr $ao� ! ° `^' '/*^'�:i�''Ii, /'�...- ��, `'/.._ `�y`4"�' d/, —\. "\• �^ � ` `&- S24°34 30"E 805.00' I purpose whatsoever,except with t he express ress nt of 0 tne# Frank B. 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PUMP STATION > �O UJ °' R I e \ k / BR�Ck ---= _ ti N19°1ti00"W r pi(0 !� "' _ �cK RQAD `�' "' 344.otr The • 3 p �s \\ PERMANENT UTILITY EASEMENT Cl)l ' ,a �Z j N _ ?10. a GOLDEN MEAN � >. � �s oEscRl�o w DEED❑t 1nz CP.ees � 4 1 \ / �w • a2� i� s `' / \ac• p Q _11171°,3Plo• o `m•g� o V '� \ N31 ar - � �`'��'' .` $I /� ` a * �, /c con+a eu, \ v�0 Frank JUst n McIntosh now or fURnerty � � W I G R O U P LLC POND ulro,r �n r -� f a , i~ Cry now or formers WETLANDS • �Nc d 9 Ander!90n Y tt •k o r a,a' o Anderson&Vinci 'And so Mark MANHASSEI O I •# I F m azQ Z� - ,I I II sa5 �r - .°�C o/rt� 'b 6 4S.aa`_a "• a '`�G�•s<w `�-„a j, a "W„nyq'.bzr R a '� \\, �•/22,YY&I co W ETLLANDS / I\ � < - ,• \ 1 e w .tS 19°1 •a 6'2R 0a80u,Os•REE Y FRAIE ERMANENT UTIL- 550. � Architectural D` 'e• b ig 15 Facility Consulting neeno w P , AEMTPOND Strategic Planning In °°Nc•aulwaac»p„DRPN WEEE ��., - `' T s ap • A • ' r ❑ - Q 0I °s d �y16 1 e „ i d � tea az, a•""' aw„aa, s"! i (; d �7ds ' '/aT�' r caNEPx,a,sE d. a _°sue OD �� \ \ \ 1 , / \•Z88 8 Lc9� LL ! \ 6 �9\ '�• V' _ K •z ,lTM.cr«ir O ,�, Q P' •S 4S ¢/—� ? 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R H 5. t4 � �• Ac ;a ,r N • a• ` -° ` \ 1500 Breaknock Road R a�; •. � < Greenport, NY 11944 n Ile 1 g a °3 • 'Zbe JJJ Mn O d11 F oe„ 4 a• • A b 0 1 ,6 � ' O s+� t " a e °.r "`— I DATE: 06/26/2024 u \ • & — l .• r # ' SCALE: As Noted SCENIC EASEMENT I FBR C.) DRAWN BY: so ** o Project Number: 24-568 a� 4 a'- •a'+r c°wc-c,•roR . 6 cam_ <r a� \ r rN '/--� �+ `�'. { : 's � � � Building Permit: BID Does: <� a •�, S � a ,g a a s ar a°�A f u a CONSTRUCTION Does: s k \ `` '� a' 2.8T r 0 �-- --►— --—--°_ �I Review: 06126I2024 ao 07/10/2025 �\, \� f • � evasion#2: N32°2110"W 108Q �f/0 2 \ tes LI.0 426.81' �y1�a ,lemco RteaKY pssocla w r9 or lonne �� , I 0( y F 40 fr� now r dy N32 5T20"W t��•�etre� I 8 'c PSsod-A* 4 OF'g Realt`1 ut - � `� � DV - Site Survey Plan Z I Sheet No.: A-100.04 SCALE: 3/32" = 1'-0" DRAWING TITLE: Site Survey Plan U O 0 A4 bfi .R anew Roof a . To Match Existing I I New Ridge Beam. -- f -} - -. _-- -----_-= - - Match existing w/ � f � --- --- -- -_ Birdmuth in Ex istin l Existing Roof Framing to Remain.: _- R-49 Batt Insulation Remove Roof Shingles where Roof ---Existing g Roof_ -- Y� I Think That we Build Forever. - When We Build,Let Us 9 Is Extended Over Existing! - f Blocking I OWNERS P DOCUMENTS HI AND USE OF �- © Copyright 2019 Existing Ceiling By Framing. I Frank B.Ryan,Jr.AIA Blocking and New Ceiling 1 9 I The Golden Mean Group,LLC 1 P"' Framing The drawings �1 1 ,," Level 2 Al — VE%I 2 and all the ideas,arrangements,designs,and 9' 8"— � 9'-$" plans indicated thereon or represented thereby are owned and remain the property of -.. (3) 1 3/4"x 91/4"LVL Beam Cut Back Joists Frank B.Ryan,Jr.AIA Architect As Required. Provide New 2x6 Wall and no part thereof shall be utilized by any — ----------- w/R-20 Batt Insulation person, firm,corporation,or entity for any ;f Joist Hangers. 1/2"Plywood w/Tybek purpose whatsoever,except with the express Finish Clapboard&Trim written consent of Frank B.Ryan,Jr.AIA To Match Existing. and The Golden Mean Group,LLC. CONSULTANT: --------------- CONSULTANT: Sectioin 3 -- Longitudinal Section 1 - Section 3 -- Longitudinal Section 1 - NOTES: CalloUt 1 Callout 2 SCALE: V _ '1'-0" SCALE: V = 1'-0" 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... ------ --- ----- - -- — Re-used Window The GOLDEN MEAN R UPLLC r Architectural Detig Facility Consulting Strategic Planning 8"Block Wall (Or Concrete) w/Stone Veneer Each Side. cV ExistingFlooring, Bluestone Cap At Top. N 1 -—-------- �� Level 1 Level 1 Level 1 #1 Mercia Lane, 2nd Floor _ — — — — - - — — — - — $„ $„ $„ Greenwich, CT 06830 1 Grade �� > 1 Grade (203)410-5783 voice Grade _ _ — — — — — — —� �. — — . - - 0 1 Off ---- - 1 �. ¢ 1 1.618033988749894848204586834365638117720309... t New Crawl 1 gmg@golden mean.com : Space �- I- Create Opening In Existing New Crawl JOB NAME: - 1 Foundation for Ventilation. 1 Space 6"Concrete Slab -- - udset Stone Veneer.w/M } 1 Peconic Landing - ch, I 1 - _ New Foundation and t _ ! Unit#54 -- -- Footing. 1500 Breaknock Road I _ _ l � ^(" Match Existing. : Green port, NY 11944 -- - --- 1 _ --- - New Slab Existing Slab p I I _ DATE: 06/26/2024 (- - -- t - -- -- - ` I � 1 SCALE: As Noted ___-- --- Footing _ Footing _ Foot' FBR I I i T _ — — DRAWN BY: -3'-6" 1 -3'-6" 24-568 Project Number: - ' ♦ Concrete Footing I Permit: -- —_. I And Re-Bar.! I i.: I Building er �• -- III—IIII I I BID Docs: I- _---- - O O O CONSTRUCTION D ocs._ ♦ CONST ReviewRU 06126/2024 Revision 07/10/2025 I - I d.R 440 i ' -- i ' I it -- !- F _ Section 3 -- Longitudinal Section1 - Section 3 -- Longitudinal Section 1 - Section 3 -- Longitudinal Section 1 - Sheet No.: 301 .02�� Callout 3 Callout 4 DRAWING TITLE: 5 Callout 5 SCALE: V = 1'-0" SCALE: V = 1'-0" Building Section Details SCALE: 1" = 1'-0" y*�. U Cr3 W O ` H When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 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: I ( NOTES: 1 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... - - - - - - - — — i — — — — The GOLDEN MEAN GROUPLLC — Architectural Detig Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1.618033988749894848204586834365638117720309... r_gmg@golden-mean.com JOB NAME: Peconic Landing i w- Unit#54 — —+--------- i 1500 Breaknock Road Greenport, NY 11944 I DATE: 06/26/2024 ;i F-1 1-1 1-1 SCALE: As Noted DRAWN BY: FBR Project Number: 24-568 Building Permit: BID Docs: CONSTRUCTION Docs: Review: 0612612024 Revision#2: 07/10/2025 � � k Level 1 -- Framing Plan - Existing SCALE: 1/4" = 1'-0" Sheet S—1 02.02 DRAWING TITLE: First Floor Framing Plan -- Existing �N J O�14'ji N N cc O ' When We Build,let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 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. j CONSULTANT: LP - - — - - - — - j CONSULTANT: I i i i I I I NOTES: LJ �. 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987 E3 The GOLDEN MEAN GROUPLLC Architectural De�ig Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 __ r ((203)4 voice 1.618033988749894848204586834365638117720309... I j ® gmg@golden-mean.com JOB NAME: Peconic Landing Unit#54 1500 Breaknock Road Greenport, NY 11944 fj co DATE: 06/26/2024 SCALE: As Noted DRAWN BY: FBR Project Number: 24-568 Building Permit: BID Docs: CONSTRUCTION Docs: Review: 06/26/2024 Revision#2: 07/10/2025 �O`g e.RY,�, Level 1 -- Framing Plan - Column 41of Locations Sheet s-102 03 A SCALE: 1/4" = 1'-0" DRAWING TITLE: First Floor Column Locations 00 h dd O H (� O -301.0 �i I 29'-0 3/4" When We Build,Let Us Think That We Build Forever... Ii OWNERSHIP AND USE OF DOCUMENTS _..� , wTt_ a` �i� Ti ," •�.. i3 TM �3 �[ � .,l © Copyright 2019 By Framing:I Existin9 9: Frank B.Ryan,Jr.AIA }� i ( � I Pre-Fab Module 2x10 @! 16"o.c. i an The Golden Mean Group,LLC w/2x101 Rim Board Typ. I t I New Framing Existing Framing i i The drawings and all the ideas,arrangements,designs,and — plans indicated thereon or represented thereby Existing 2x10 Rim Board 3 are owned and remain the property of Frank B.Ryan,Jr.AIA Architect 104. A p _ and no part thereof shall be utilized by any — person, firm,corporation,or entity for any purpose whatsoever,except with the express g ; written consent of 1JJ LL ':C3 —_ _ _ —_: Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. i € -104.0 Lill " CONSULTANT: - (2) 1 3/4 x 11 7/8"LVL i ) --- � t I Bolted to Each Other(n) ' � � � .a.-- .- µ•-� _ , t i To Existing Rim Boards . € _ l Bearing @ Exterior Wall and At Demising Wall 9 I , . i Location. i CONSULTANT: l � I 9 € Existing Framing : I ) i i h 4x4 Post at Either Side NOTES: f 1 o Opening w/(2)2--- O i x 0 Header to Support Carry uulj Beam Above LL111 I I. l: I - : - - - - - "} 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,6f0,987... The �e a • Level 2 -- Framing Plan -- Proposed GOLDEN MEAN ,g p GROUPLLC Level_2 -- Framing Plan -- Existing A -- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Architectural Detig Facility Consulting Strategic Planning 3 D (2) 1 3/4"x 11 7/8"LVIL -104.0 Sistered to Existing 2x10. Bearing on Header @ Window. I #1 Mercia Lane, 2nd Floor Blocking I Provided Bloc g as Needed to Foundation. - 2 New 1 3/4"x 11 7/8"LVL Roof Framing Beyond Greenwich, CT 06830 Level 2 Sistered to Existing 2x10 Q $ w/Simpson Hangers and Screw (203)410-5783 voice I Connections. .618033988749894848204586834365638117720309... II 1 1 golden-m -1 NAME: Level 2 � Peconic Landing 1 1 New 2x10 Framing 9-$" @ Addition Unit#54 1 1 ! w/Simpson Joist 1 1 Hangers. Existing 2x10 Framing. 1 11 Cut Back for LVL's g 1500 Breaknock Road Y w/Simpson Joist Hanger Electric Fireplace 1 1 ill j Greenport, NY 11944 p 1 1� Component / j Existing 2x10 DATE: 06/26/2024 1 1 1/2"GB Rim Board SCALE: As Noted DRAWN BY: FBR To Match Project Number: 24-568 1 1 •y 11 1 1 Building Permit: 11 BID Docs: Lever CONSTRUCTION Docs: — — 8n Review: 07/10/2025 Grade Section 4 Revision#2: 0711012025 - j-- i 0'. SCALE: 1 1/2" = 1'-0" I � r i I i I - I I i — - Footing —3'-6" Sheet No.: S- 104.03 �- LI I= — —� —� —� DRAWING TITLE: 4 Section 3 Framing Detail -- New SCALE: 1/2" = 1'-0" Carry Beam onic Landinq W U, I� Id e (W. w vations DOC -- Sheet List Sheet Ft n alzberg e o Number Sheet Name A-001.00 Title Sheet A-001.01 Oyster Ponds Original When We Buitd,Let Us Think That We Build Forever.. -- A-001.02 Oyster Ponds--Original A-001.03 Oyster Ponds--Original OWNERSHIP AND USE OF DOCUMENTS A-002.02 Supplemental Notes o Copyright A-002.03 Supplemental Details By A-002.04 Supplemental Details Frank B.Ryan,Jr.AIA A-002.05 Supplemental Details and The Golden Mean Group,LLC A-100.05 Building Site Plan . ' ' � _ A-101.04 Foundation Plan The drawings A-102.04 First Floor Existing and all the ideas,arrangements,designs,and A-102.05 First Floor--Proposed plans indicated thereon or represented thereby are owned and remain the property of A-102.06 Proposed Plan--Detail Frank B.Ryan,Jr,AIA Architect A-102.07 Proposed Plan-- Product Selections and no part thereof shall be utilized by any ` A-104 03 Roof Plan person, firm,corporation,or entity for any purpose whatsoever,except with the express A-202.01 Building Elevation-- East written consent of A-202.03 Building Elevation--North Frank B.Ryan,Jr,AIA III A-301.01 Building Sections and The Golden Mean Group,LLC. 4� A-301.02 Building Section Details A-901.06 3D View--Model Proposed S-102.02 First Floor Framing Plan--Existing CONSULTANT: S-102.03-A First Floor Column Locations 5-103.02 Ceiling Framing Plan--Existing S-104.02-A Roof Framing Plan--Unit A S-104.03 Framing Detail--New Carry Beam CONSULTANT: - ----- 25 Area 2001 SF NOTES: Location Map SCALE. 1 100 0, O�R '�� 4i� ' � ° fi• 4- 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... Oyster Ponds Reverse Unit #54 Chickadee Lane `t r�z �� The I � .� • 8 r 10 GOLDEN MEAN G Ro U P LLC l ^ y '* r �> Area Plan i G os (3 A. 1 z - SCALE. 1/f; 1 0 • t r, - ,:{. R .£$ ,,M C ....., ?a..,r.,. :>,_ .. � a.,' :.,K �.•u fit$' .':N„, ',. i. $:• , i. .r>.:tl.a'.'�xfgh�.e5 ,. + gay:,ss�b. � -.dw .,.-.-•--J' v%{`✓'h.ri` e c..... '�", �, it �ty l .T, 1. h , } � f . ,� r �: . . r ,. � .#..�£,� r + � • ehifecfural Debi r :�r..v,:�...., , ,. .,.. a... r.. +� ;�rr<�;.r,..•. ., ,,. .. '..rs+ � ,« l Facility Consultor , v Strategic Planning #µ : Mrx• -..., 5,. ,a+,�� ,:.., a '^b . '...,, ,�, r s�s.. �i a ,S�''' - a: tt g S �v .Y'x t. ..� kLtr, ..:,.Q .. .Ar 1. , 1 ..,.0 ..1x 't¢4'.^d i".:. ., >..,o-: ,Y..l.. -1'.. -.. 'f ,,a• .d ,..i}Pr /\:� { ,3,. -d<•-m'!., )°-....,d1 ....:.{lc, x,..k, t.. 3 ... k-r},^".� � i ... n !: •- Ad e , a a .- �, i sr$ .e k''}� �' `'fry'�. n�r '.y rM'•�e . Y �,• � t` �s, r""�Y� New York State's R-value Requirements: q N } #1 Mercia Lane 2nd Floor Ceiling insulation:The minimum R-value for ceiling insulation is R-19 in climate zones 1-4, and � Greenwich R-24 in climate zones 5-8. u CT 06830 Wall insulation: The minimum R-value for waill insulation is R-13 in all climate zones. } (203)410 5783 voice Headers: Headers mush be insulated with a nninimum R-10 insulation. Slab insulation: R-10 continuous insulation is'required under the entire area of a heated slab. -- ` ' _ True North a � � � � /r� � 1.618033988749894848204586834365638117720309... Supply ducts: Supply ducts in attics must be;sealed and insulated to a minimum of R-8. ' gmg@golden mean,com Other ducts:All other ducts must be sealed aind insulated to a minimum of R-6. � Project Location: Zone 4a. a 1 i JOB NAME: Project North \ .- � �--� .`-'� /' � Peconic Landing 9 Pres ective View Proiect Location Oyster Ponds B--Unit#114 SCALE: SCALE: 1" =400'-0" 1500 Breaknock Road Fire Resistance Ratings Building Owner Building Codes Project Base Point =First Floor Level Greenport NY 11944 Building Data Design Parameters b g Project Survey Point = Effective Grade Parcel ID: Use Group: Residential--R3 Soil Capacity: 3,000 p.s.f Component Status Peconic Landing Book/Page: State of New York Building Codes. DATE: 6i26/20 4 1500 Breaknock Road MBLU SCALE: As Noted : Construction Type: Type III-B,Un-Protected Concrete Fc: 3,000/4,000 p.s.i. Exterior Walls Provided DRAWN BY: FBR r. my Greenport,NY 11944 Zone: Project Number: 24-568 Occupant Load Single Family/Two Family Reinforcing Steel: A.S.T.M. Grade 60 Fire Walls/Party Walls Provided 2020 Building Code of New York State Building Permit: 2020 Residential Code of New York State a I BID Docs: Framing Lumber: Douglas Fir; Fb = 1,250 p.s.i.;E= 1.71n p.s. . Fire Enclosure of Exits Provided Planning and Zoning Information 2020 Fire Code of New York State CONSTRUCTION Docs: 2020 Energy Conservation Construction Code of New York State Review: 06/2612024 • T Shafts Provided - - -- 2020 Mechanical Code of New York State Revision#t: 09124/2024 Building Code L1mltatllonS ~-" -� -- � Limit Complies 2020 Plumbing Code of New York State Mixed Use Separations Provided 2020 Fuel Gas Code of New York State p YES 2020 Existing Building Code of New York State Status Lot Area(Min.) _ 2020 Property Maintenance Code of New York State , ► R Interior Load Bearing Partitions Provided 2016 ANSI/ASHRAE/IES Standard 90.1-2016 Energy Standard for Buildings Lot Frontage(Min.) YES Except Low-Rise Residential Buildings (I-P Edition) „ Stories Above Grade Complies Structural Members Supporting Walls Provided - Area Per Floor Complies _ Front Yard(Min.) YES t! Floor Construction Provided 11 Water Closet Complies Side Yards(Min.) YES Roof Construction Provided Lavatory Complies Ground Snow Load: 30 p.s.f. Wind Speed: 130 m.p.h. Rear Yard(Min.) YES Project North Tub/Shower Complies Exposure Factor: 0.7 Exposure Factor: B Lot Shape (Min.) YES /� 001 .oO Sheet No.: /'1,,. �J 0 Kitchen Sink/Washer Hook-Up Complies Importance Factor: 1.0 Importance Factor: 1.08 Building Height(Max.) YES �.�1. DRAWING TITLE: Parking Complies Seismic Coefficient Av=.11 Aa=.ls Building Category: I Building FAR(Max.) YES True North Title Sheet •� eu .�w 80 , D C A ,- ' w � b o , f C7 .R I I 1 r I 2 When We Build,Let Us Think That We Build Forever... f� �i M I OWNERSHIP AND USE OF DOCUMENTS D 1 © Copyright 2019 Y 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 F 1 8,10 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 y frank B.Ryan,Jr.AIA f�".}+1 and I The Golden Mean Group,LLC. ' CONSULTANT: CONSULTANT: IDS F1 .1 I s I I C:) „ NOTES: t C1 1 F6 ; I _ '' ��r'+r I"-,• 4* CONC4. „,: .�..�.��._.._.�. �...._. I. C1 - B — — , — 0.,1,1,a2,3, 5,8,13,21,a3 4,55�,89,144,2 3o3 m ,3 7�7 ,6 1 0, 9 8 7... The F1$.10 GOLDEN MEAN GRouP ..0 CONCRETESLAB ON GRADE, w/ 6A — MAMA WWF OR FIBEPME H Architectural Detig� UIEINFOCED LAB CPA' LPACE Facility Consulting Strategic Planning C1STEP F001ING A RE 'f) _ El: C%J #1 Mercia Lane, 2nd Floor Greenwich, CT 068304 CONIC. SAG. I OA (203)410-5783 voice co 1618033988749894848204586834365638117720309... 9m9@9olden-mean.c -. y F JOB NAME:STEP F1 1 AFE D. Peconic Landing Oyster Ponds B--Unit#114 IL 04 2 1500 Breaknock RoadF1 , Greenport, NY 11944 CONG. SAG, DATE: 06/26/2024 SCALE: As Noted DRAWN BY: FBR Project Number: 24-568 Building Permit: Vs BID Docs: CONSTRUCTION Docs: Review: 06/26/2024 61 6 1 Revision#1: 09/24/2024 1 171 11 —1 Footina Plan Orialnal SCALE: 1/4" = 1 -0" Sheet No.: A-001 .01 DRAWING TITLE: Oyster Ponds Original L II. U a U U 4 d Cn ^' k rN 0 l � When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS ® Copyright 2019 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC I 9AgW 32UGH X3VYT ! —_— - _ ---' The drawings « c and all the ideas,arrangements,designs,and ZLWq TA r�tul,or WIT 2r�, E�I.l13O —e — r plans indicated thereon or represented thereby &0I Kll 01111001 e « 3Tl2 140 03�AT2141 9 - I �T are owned and remain the property of 3 or �� -Ut and no nk partthereof shall Ryan,Jr. IA Architect beutilized b an tno+� rwKr�a, 38 OT 293©A3H WOO M� JJA - ! py any person, firm,corporation,or entity for any AH aT ZJJAW 901913TX3 JJA purpose whatsoever,except with the express KCIM I�� 3T�4J9 9� a � r� written consent of 93(]JI8 YS 3T12-I40 +g3JJAT #+II ] 03U99U2 2237A 3Ag2J4'dA , Frank B.Ryan,Jr.AIA 29000 CW118 320QJ91H2 — r r E it _ _ -- and The Golden Mean Group,LLC. 3N1812 ROOF TX3 JJA TIMO - `�I I Y - r. M ilk O\T 2WaOHN G\V — 1, = t CONSULTANT: F130JIU13 Y8 22333A XTA Z1W co - OtM00A trRta rl CONSULTANT: 'tit i atrnoA tk g 'tt-'fir lt�t.sxJ tt t a It NOTES: r .JX 1R i r VkV 120f 0 i r Y ( 0� - -� _� a. rW i l 4 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... ll�t JW J.x y'�(!1'fit (D I — .. .�'�`'�"'� 1t r" � _ _ �"JU �O � — �" � P � ►� '� The O GOLDEN MEAN � — �-`� •��t c-�t '� I -�t�� rr� won�,. � � G RO U P LLc t a t tt,cw - ,� +� y 31/2" 4'-11" +• 00MN am ° ° ram Architectural De�ig rr ° ►tvr . : Facility Consulting - Strategic Planning .,tar t � .z1 311 1 MON ; t ••• Yl #1 Mercia Lane, 2nd Floor QIOK3arA11t RiQ ` Greenwich, CT 06830 04 gr TJ (203)410-5783 voice Cr -"C&A rrR � e2St a It � „ i � 1.618033988749894848204586834365638117720309 . `=' :� __ _ _ • { a gmg@golden-mean.com TM VIM okay ]M1rAlIfKt37 t` A L1121t •_� 711411�g1f r t1rA 17 i JOB NAME: Peconic Landing iOMr M" "� Oyster Ponds B--Unit#114 Q 1500 Breaknock Road Greenport, NY 11944 '1D2 •t wit '"`: d t 4 L" gog L, ►�LL0 DATE: 06/2612024 wit*n]fe W SCALE: As Noted DRAW P'� *fi r o ec Namber. 24- 11 .A• 14R 24-Y: FBR 568 T V MPA9 Building Permit: — - — '0-YS BID Docs: SamCONSTRUCTION Docs: 't}•� '�•'$ '(;=t �; f�`� Review: 0 /22024 Revision#1: 09/24/4I2024 r -r M*A3 z OCR.aatt` o� Sheet No.: A-0 01 .0 Level 1 -- O ria i n a 1 DRAWING TITLE: SCALE: 1/4" = 1'-0" Oyster Ponds -- Original i h U v D C A g s I I O ' H I I I When We Build,Let Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 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 1 and 1 The Golden Mean Group,LLC. . I , 1 ' I 1 . CONSULTANT: I 1 1 CONSULTANT: , NOTES: 1 I0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987 - - - — - - - - - — — — — — — — — — — — — — — — — — — — — — — — The GOLDEN MEAN — — — — — — ---- — — — — — - — — — — — — — 4 G RO U P LLC . oo Architectural Detig Facility Consulting Strategic Planning I — — — ---U — — — _ _ -14 - — t t #1 Mercia Lane 2nd Floor I Greenwich, CT 06830 (203)410-5783 voice , 1.618033988749894848204586834365638117720309... 7'F gmg@golden-mean.com I JOB NAME: Fn]I Peconic Landing �._-_-_� — —o — — — — — — — — —" — r Oyster Ponds B--Unit#114 — — — — — . 1500 Breaknock Road I -- Greenport, NY 11944 IDATE: 06/26/2024 SCALE: As Noted Zia DRAWN BY: FBR Project Number: 24-568 Building Permit: BID Docs: CONSTRUCTION Docs: I Review: 06/26/2024 Revision#1: 09124/2024 I I OF Level 1 ,-- Original Boxes Sheet No.: A-O O 1 .O �+ SCALE. 1/4„ - 1 -0 DRAWING TITLE: Oyster Ponds -- Original EJ7 � aW !! � r7q OA F! Ij GENERAL NOTES CONCRETE NOTES WOOD NOTES ADHESIVE ANCHOR NOTES ��.y1 (a�J 4 i•y I', "• x 4 U 1. BUILDING CLASSIFICATION TYPE: 5b, CONSTRUCTION IN WHICH THE WALLS,PARTITIONS,FLOORS,AND ROOF ARE 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE 1. ALL WOOD MEMBERS SHALL CONSIST OF SPRUCE PINE FIR (SOUTH) GRADE NO.2-(KILN DRIED) OR 1. ALL EPDXY TO BE USED IN ADHESIVE ANCI IOR ASSEMBLIES SI IAIL CONSIST OF TI IF. FOLLOWING UNLESS w WHOLLY OR PARTLY OF WOOD OR OTI IFR COMBUSTIBLE MATERIAL. BUILDING CODE.RFQUIREMFNTS 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. At LOWABLE GRADING AGEN-_IFS CONSIST OF NELMA, NSI.B,WCt IB,&WWPA AND MUST BE CLEARLY 2. OCCUPANCY CLASSIFICATION OF BUILDING R-RESIDENTIAL. IDENTIFIED ON THE MEMBER GRADE STAMP; 17%MOISTURE CONTENT MAX.;UNLESS OTHERWISE NOTED. BASE MATERIAL. EPDXY TYPE y c P. CONCRETE SI IALL CONSIST OF TI IF FOI LOWING: CONCRLIL HILL!HI I HY 200 "d x 3. BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING STRUC-URAL DESIGN LOADS: 2. ALL PRESSURE TREATED LUMBER PLACED IN CONTACT WITH SOIL SHALL BE 0.60 ACQ.ALL OTHER PRESSURE GROUTED CMU HILTI HIT HY 70 O - READY MIX CONCRETE(ASTM C94) TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T.LUMBER TO BE 197.MAX. UNGROUTED CMU HILTI HIT HY 70 GROUND SNOW 1 OAD: 40.0 PSF (MESH SLEEVE REQUIRED) d) 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-2.01]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 0.07 AIR CONTENT 4. ALL DIMENSIONAL LUMBER SHALL BE KILN DRIED TO MAX.MOISTURE CONTENT OF 17%. 2. ALL TI IREADF.D ROD TO BE USED IN AD1 IFSIVE ANCHOR ASSEMBLIES SHALL CONSIST OF HILTI HAS-E WIND LOAD: 115 MPH,EXP.8,Iw= I EXTERIOR SLAB 4,000 PSI MAX.WATER/CEMENT RATIO 0.50 THREADED ROD UNI ESS NOTED OTHERWISE. IF DRAWING SET DESIGNATES RCBAR TO BE USED WITH When We Build,Let Us Think That We Build Forever. SIMPLIFIED MET)IOD,WOOD SIIEARWALLS 5. ALL WOOD MEMBERS TO BE REJECTED FOR EXCESSIVE AND I OR STRUCTURALLY UNSOUND KNOTS, OR OTHER ADHESIVE ANCHORAGE,REBAR SHALL CONFORM TO ASTM A615. .. - MAX AGGREGATE CONTENTSIZE OF 3141NCH(ASTM C33) FLAWS-INCLUDING BUT NOT LIMITED TO BARK,PITCHING, CHECKING,TWISTING, AND YARD DAMAGE. SEISMIC DESIGN CATEGORY: 8,SOIL CONDITION=D.le= 1.0 - MAX SLUMP OF 5"+OR-AN INCH(ASTM C 143) 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 TI IE LATEST EDITION OF THE NATIONAL CARTRIDGE, CLEAN MIXING NOZZLE, EXTENSION TUBE, DISPENSING GUN, AND ALL EQUIPMENT -PORTLAND CEMENT:ASTM-C 150,TYPE I DESIGN STANDARDS FOR WOOD CONSTRUCTION AND THE NEW YORK STATE BUILDING CODE REQUIRED TO INSTALL THE ADHESIVE ANCHOR IN A PROPERLY CLEANED HOLE INCLUDING, BUT NOT OWNERSHIP AND USE OF DOCUMENTS LIVE I OAD: 40 PSF(LIVING SPACE) - CLEAN POTABLE DRINKING WATER LIMITED TO, DRILLS,SETTING TOOLS,CLEAN OUT BRUSHES, BLOW OUT BULBS,OIL FREE COMPRESSED AIR, 0 Copyright 2019 - AIR CONTENT TO 8C 67.+/-1.57 (INTERIOR SI ABS TO HAVE 0%AIR) 7. PROVIDE DOUBLE JOISTS BEN FAT[I AT L PARTITIONS TI IAT RUN PARALLEL.TO JOISTS AND SPAN MORE THAN 1/3 FTC. 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 SNAIL CONSIST OF THE FOLLOWING: 8. BI OCKING TO BF 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 ILEAVY -WELDED WIRE FABRIC:ASTM-A 185 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, AND A TEMPERATURE OF The drawings DECAY SLIGHT TO MODERATE 9. ALL MULTIPLE PLY LVL MEMBERS TO BE CONNECTED IN ACCORDANCE WITH MANUFACTURER AT LEAST 50 DEGREES AT TIME OE 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 BC 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 1N 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 Or 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,WITI I 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 CONTRACTORS 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 SHAI1. BE DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL. HOLES SHAM BE 7. CONTRACTOR SHAI L VERIFY ALI EXISTING CONDITION PRIOR TO PERFORMING WORK. ALL DISCREPANCIES OTHERWISE SPECIFIED AND TO MEET ANSIIASME STANDARD B18.2.1-1981 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 OWNERIENGINEER. MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO ADHESIVE INJECTION. HOLES SHALL BE 13. ALL THROUGH BOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS PROTECTED AFTER CLEANING TO PREVENT CONTAMINATION PRIOR TO INJECTION AND RE-CLEANED IF CONSTRUCTION NOTES 9. COLD WEATHER REQUIREMENT SHALL BE USED DURING FREEZING OR NEAR FREEZING WEATHER-ACI OTHERWISE SPECIFIED AND TO MEET ASTM A307 SPECIFICATIONS. NECESSARY. 306.1-90.COLD WEATHER IS DEFINED AS 3 DAYS WITH AVG.TEMP.BELOW 40F. 14. ALL LAG BOLTS WITH DIAMETER GREATER THAN 3/8"TO HAVE PRE-DRILLED LEAD HOLES PRIOR TO 10. UNLESS OTHERWISE INDICATED BY THE MANUFACTURER, ADHESIVE SHALL BE DISPENSED THROUGH A 1. ALL CONSTRUCTION IS DIMENSIONED TO FINISH FACE OF STUD WALL UNLESS OTHERWISE NOTED. ALL EXPOSED 10. DURING HOT WEATHER CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH ACI 305. INSTAL LATION. LFAD HOLE DIAMETER SHALL BE 40%-707.OF LAG BOLT DIAMETER.LFAD HOLE LENGTH SHAI I 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 DF THE THREADED PORTION Of THE LAG BOLT. AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND ROTATION OF THE ANCHOR ROD TO THE CONSULTANT: SPECIFIED DEPTH. 2. PLUS OR MINUS(±) NOTATIONS ARE USED IN DIMENSION STRINGS TO ACCOUNT FOR VARIATIONS BETWEEN 15. At t THROUGH BOLT HOLES TO BE DRILLED 1/18'L ARGER THAN BOLT DIAMETER. DRAWINGS AND FIELD CONDITIONS.THE CONTRACTOR SHALL VERIFY ALL(±) DIMENSIONS DURING LAYOUT AND 11. ANCHOR ROD SHALL BE CLEAN AND FREE Of OIL, RUST, PAINT OR OTHER COATINGS PRIOR TO INFORM THE ARCHITECT OF ANY DISCREPANCIES OR NECESSARY MODIFICATIONS BEFORE PROCEEDING WITH CONCRETE SLAB NOTES 16. ALL HEADERS AND BEAMS TO BE SUPPORTED BY DOUBLE JACK STUDS,(2) 2x6,UNLESS NOTED. INSTALLATION. ANCHORS SHALL BE SECURELY FIXED IN PLACE TO PREVENT DISPLACEMENT WHILE THE CONSTRUCTION. ADHESIVE CURES. 3. ALL MATERIALS,SUPPLIES AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND 1. ALL CONCRETE SLABS TO BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1 R-96,"GUIDE FOR CONCRETE FLOOR 17. ALL WOOD&ENGINEERED WOOD PRODUCTS SI IALL BE PLACED ABOVE GRADE AND COVERED WITI I TARPS, NOTES: AND SLAB CONSTRUCTION",AND ACI 318-14. OR EQUIVALENT MEANS,TO PREVENT DETERIORATION BY SUNLIGHT,WATER,AND WIND ONCE AT THE SITE. AS PER I OCAI. CODES AND REQUIREMENTS. 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 tf 304.02 OR 304.03 COMPACTED TO 957. CONTRACTOR SHAI L MAKE T1IF ARCHITECT AWARE OF ANY DISCREPANCIES OR PROBLEMS THAT CONFLICT WITH OPTIMUM MODIFIED PROCTOR DRY DENSITY. THICKNESS SHALL CORRESPOND TO THAT INDICATED ON PLANS+1- 1". 18. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD PRODUCT FINISI I GRADE SHALL BE SMOOTH WITH NO PROTRUSION OR TIRE MARKS. ASSOCIATION STANDARDS. ALL EXTERIOR St IFATI LING St IALL MEET APA EXPOSURE 1 CLASSIFICATIONS. 1. ALL SPECIFICATIONS. STFFI.TO BE DETAIL ED,FABRICATED,AND ERECTED IN ACCORDANCE.WIT[ CURRENT AISC THE INTENT OF THESE DRAWINGS AND/DR SPECIFICATIONS. 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 24Y 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\PRESCRIPTIVE NYS BUILDING CODE REQUIREMENT, OVERLAP,UNLESS NOTED. CH.2.3-WOOD,PART 2304.9-GENERAL CONSTRUCTION REQUIREMENTS FOR CONNECTIONS AND 2. ALL STRUCTURAL STEEL SHALL MEET TItF FOLLOWING ASTM STANDARDS MATERIAL PROPERTIES: FASTENERS,TABLE 2304.91. STAPLES 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&WT SHAPES: ASTM A992(50 KSI) BROOM FINISH,UNLESS NOTED. • HSS SHAPES: ASTM A500(46 KSI) 7. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION.THE CONTRACTOR SHALL BE • C& MC SHAPES: ASTM A36 (36 KSI) q 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 SHAH,COMMENCE IMMFDIATELY AFTER FINISHING CONCRETE. CONTRACTOR SHALL VERIFY MASONRY NOTES • L SHAPES: ASTM A36 (36 KSI) THAT CURING PROCEDURE UTILIZED IS COMPATIBLE WITH FLOOR COVERING SHOWN ON ARCHITECTURAL PLANS. • PIPE: ASTM A53,TYPE C OR S,GRADE B (35 KSQ 8. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH CODES,RULES,REGULATIONS, 1. At L MASONRY WORK SHAI L BE PERFORMED IN ACCORDANCE WITH I TI IF BUILDING CODE REQUIREMENTS . PLATE STOCK: ASTM A36 (36 KSI) The ORDINANCES,THE BUILDING CODE AND THE ENERGY CONSERVATION CONSTRUCTION CODES OF NEW YORK 6. SLABS SHAI L.BE CURED USING PRE-APPROVED WET CURE METI IOD FOP.A MINIMUM Or 7 DAYS. OR, IF COMPATIBLE FOR MASONRY STRUCTURES (ACI 5301ASCE 5/TMS 402)-LATEST EDITION. STATE,TI IE AMERICANS WITH DISABILITIES ACT,ANSI,OSI IA AND THE NEW YORK STATE LABOR DEPARTMENT, WITH PROPOSED FINISH,LIQUID MEMBRANE CURING COMPOUND,KURSEAL 830(1 COATS) OR EQUAL,APPLIED IN 2. At 1,HOLLOW LOAD BEARING CONCRETE MASONRY UNITS(CMU)SHALL BE IN ACCORDANCE WITI I 5. ALL STRUCTURAL STEEL TO HAVE ONE COAT OF STANDARD SHOP PRIMER. TOUCH UP ALL STRUCTURAL STEEL GOLDEN DEAN WHETHER OR NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS. ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ASTM-C90,GRADE N,TYPE I,NORMAL WEIGHT,WITH A NET AREA MINIMUM COMPRESSIVE STRENGTH OF 1,900 AFTER ERECTION wl SAME PRIMER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Alt.MEANS OF CONSTRUCTION AND SHALL BE RESPONSIBLE TO PSI (AVERAGE OF THREE UNITS)AND 1,700 PSI(INDIVIDUAL UNIT). GROU P LLC 7. CONSTRUCTION JOINTS SHALL BE SAWN WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. JOINTS SHALL BE 6. CONTRACTOR/FABRICATOR St-IALL 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 WET SAW AND BE PLACED'IN ACCORDANCE WITH THE PATTERN INDICATED 3. ALL SOLID LOAD BEARING CMU SHALL BE IN ACCORDANCE WITH ASTMC-145,GRADE N,TYPE 1,NORMAL MODIFY STEEL MEMBERS UNLESS DETAILED ON T1IF STRUCTURAL DRAWING SET OR APPROVED BY TI IF - ----- 10. TI IE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A Cl FAN WORK SITE AT ALL TIMES. THIS INCLUDES ON THE DRAWINGS,TO A MINIMUM DEPTH OF 113 SLAB TI IICKNESS. WEIGHT,WITH A GROSS AREA MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI(AVERAGE OF THREE UNITS). ENGINEER. THE REMOVAL OF ALL TRASH AND CONSTRUCTION DEBRIS. 4. At L MORTAR SHAI.L BE IN ACCORDANCE WITH ASTM-C270 TYPE"S",OR OTI IFRWI.SE NOTES,PROPORTION 7, CONTRACTOR SHALT.BE RESPONSIBLE FOR ALL ERECTION AIDS AND PREPARATIONS REQUIRED FOR 8. SEALER SHALL BE APPLIED TO SLAB IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS WHEN NOTED ON SPECIFICATION.DRAWINGS. INSTALLATION. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL CURRENT OSHA STANDARDS. 11. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY MECHANICS SKILLED IN 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM-C476 FINE OR COARSE,AS NOTED. Architectural Deiig THEIR RESPECTIVE TRADES. 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 117. FLOOR 8. ALL CONNECTION COMPONENTS(FASTENERS,PLATE STOCK,WASFIERS,ETC.) USED IN GALVANIZED FRAMING FacilityConsulting FLATNESS F-NUMBER AND LEVELNESS N-Nl1MBFR SHAI I.BE 25 AND?0,RESPECTIVELY,UNLESS NOTED. 6. NO ADMIXTURES SHALL BE ADDED TO GROUT OR MORTAR WITI IOUT PRIOR PERMISSION FOR THE ENGINEER J CONNECTIONS TO BE HOT DIP GALVANIZED. ALL CONNECTION COMPONENTS USED IN STAINLESS STEEL g 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING HIS OWN WORKMANSHIP TO THE EXTENT THAT ARCHITECT. CALCIUM CHLORIDE IS STRICTLY PROHIBITED. FRAMING CONNECTIONS TO BE STAINLESS STEEL. Strategic Planning SATISFIES THE OWNER. 10. SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS SHALL 7. 1IOR17ONTAL WIRE REINFORCING SHAI 1.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 WITI I RECOMMENDATIONS GIVEN IN THE SOILS REPORT. WITH GAGE AND SIZE SPECIFILD ON DRAWINGS. 9. ALL BOLT HOLES TO BE DRILLED 1/16"LARGER THAN THE BOLT DIAMETER. INSTALLED. 8. REINFORCING BAR (RE-BAR)SHALL BE IN ACCORDANCE WITH ASTM-A615,GRADE 60,WITH MINIMUM YIELD 10. ALL BOLTS TO BE I IIGH STRENGTI I BOLTS A325X-3/4"DIAMETER w/WASHERS,UNLESS NOTED OTHERWISE. 14. IT IS THE RESPONSIBILT WOOD SHEATHING & SUB FLOOR NOTES 51RENGTIIOF60K.S.1.Y OP THE CONTRACTOR TO KEEP CONSTRUCTION DUST FROM PENETRATING INTO THE 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 9. ALL MORTAR JOINTS SHALLBE CONCAVE FOR EXPOSED SURFACES,UNLESS OTHERWISE NOTED. CLEAN AT TI IE END OF EACH WORKING CAY.TI IERE SHALL BE NO VISUAL OBSTRUCTION TO THE NEIGHBORHOOD, 1. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL MEET APA ENGINEERED WOOD 10. At 1,LOAD BEARING WALLS SHAI L I IAVE FUI L BEDDING MORTAR UNtrSS OTI IrRWISE NOTED. 12. ALL WELDS SHALL CONSIST OF E70XX(70 KSI) ELECTRODE AND MEET AISC MIN AND MAX SIZE CRITERIA. THE CONDITION OF THE SITE SHALL BE MAINTAINED IN AN ORDERLY MANNER. PRODUCT ASSOCIATION STANDARDS. ALI,EXTERIOR SHEATHING&SUB FLOORING SHALT.MEET APA EXPOSURE I CLASSIFICATIONS. 11. MORTAR SHALL NOT BE USED IN PLACE OF GROUT WITHOUT PRIOR PERMISSION BY THE ENGINEER. 13. ALL WELDING SHAL1.CONFORM TO CURRENT AWS STANDARDS AND BE PERFORMED BY AN AWS CERTIFIED #1 Mercia Lane, 2nd Floor 15. TI IF AREA OF WORK SHAI L BE SECURELY ENCLOSED AND LOCKED BY THE LAST CONTRACTOR TO LEAVE TI IF WILDER. JOBSITE AT THE CND OF EACH WORKDAY. 2. ALL ROOT SHEATHING SHALL CONSIST Or THE FOI LOWING,UNLESS NOTED: 12. ALL BLOCKS SHALL BE PLACED IN RUNNING BOND PATTERN UNLESS OTHERWISE SPECIFIED. Greenwich, CT 06830 • 5/8"CDX PLYWOOD 13. GROUTSHALL BE PLACED WITH A MAXIMUM POUR HEIGHT Orb'-0"IF LOOKOUTS ARE PRESENT OR A 14. WI IFRE I'll LET WFI 1)SIZES ARE NOTED AS"AISC MIN"ON DRAWINGS,FABRICATOR TO PROVIDE MINIMUMSIIE • ATTACHED w/ 10d RING SHANK NAILS e O.C.EDGE, 17'O.C.FIELD,TYP. MAXIMUM OF 6-O"WITHOUT LOOKOUTS. WILD BASED ON MATERIAL THICKNESS AND FOLLOWING CHART. ACTUAL WELD S171S TO BE SHOWN ON MECHANICAL NOTES 3. ALL FLOOR SUB FLOORING SHALL CONSIST Or THE FOLLOWING,UNLESS NOTED: SHOP DRAWINGS. (203)410-5783 voice--1 1. AIL IIVAC WORK, EQUIPMENT, FTC.SHAI 1,BE IN ACCORDANCE WITII ALL.LOCAL ORDINANCES,REGULATION • 3/4"BC PLYWOOD PRE-ENGINEERED WOOD TRUSS NOTES AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THE • TONGUE& GROOVE • ATTACHED w/ 10d RING SHANK NAILS, 6"O.C.EDGE, 12,O.C.FIELD,TYP, MATERIAL THICKNESS OF MINIMUM SIZE OF MAXIMUM S17E OF CONTRACTOR SHALL PERFORM IS S WORKPECIFICAA SPECIFICALLY SHOWN ON THE DRAWINGS.CONFORMITY WITH THESE REQUIREMENTS,WI 1F1I TER OR NOT GLUED CONTINUOUSLY w/DAP BEAT THE NAILS OR EQUAL I. ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED TO COMPLY WITH THE NATIONAL DESIGN THINNER PART JOINED (IN) FILLET WELD QN) FILLET WELD(IN) 1.618033988749894848204586834365638117720309... INFORMATION AND/OR WORK S S SPECIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENERS,LATEST EDITION,TIMBER CONSTRUCTION 4. ALL WALL SHEATHING SHALL CONSIST OF THE FOLLOWING,UNLESS NOTED: STANDARDS(A.I.T.C.)AND TI IF NFW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. TO 1/4 INCLUSIVE 1/8 1/4 • 1/7'CDX PLYWOOD OVER 1/4 TO 1/2 3116 PLUMBING NOTES THICKNESS OF gmg@golden-mean.com • ATTACHED w/ 10d RING SHANK NAILS, 6"O.C.EDGE, 12'O.C.FIELD,TYP. 2. ALL TRUSS DESIGNS SHALL BEAR THE NAME AND SEAL OF A LICENSED PROFESSIONAL ENGINEER REGISTERED OVER 112 TO 3/4 114 MATERIAL- 1116" 1. ALL PLUMBING WORK,EQUIPMENT,ETC.SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES,REGULATION • NAILING PATTERNS TYP.,UNLESS NOTED AT SHFARWALL IN THE STATE OF THE PROJECT. TRUSSES TO BE UNIVERSAL. FOREST PRODUCTS OR EQUAL. OVER 3/4 5/16 AND CODES AS ADOPTED BY THE LOCAL GOVERNING STATE,COUNTY AND TOWN AUTHORITIES.THE 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 JOB NAME: INFORMATION AND/OR WORK IS SPECIFICALLY SI[OWN ON TI IE DRAWINGS.ALL WORK SHALL BE INSPECTED AS • ROOF SIIEATHING:5/8"ADVANTECH OSB OR ZIP SYSTEM ROOF SHEATHING THE PROJECT ENGINEER FOR DESIGN COMPLIANCE. REQUIRED DURING CONSTRUCTION AND APPROVED AT THE END OF THE PROJECT BY THE TOWN PLUMBING • FLOOR SUB FI OORING:7/8"ADVANTECH OS8 TONGUE&GROOVE FLOORING Peconic Landing INSPECTOR. • WALL SHEATHING: I/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 Oyster Ponds B--Unit#114 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 1. ALL ELECTRICAL WORK, EQUIPMENT,ETC.SHALL BE 1N ACCORDANCE WITH ALL LOCAL ORDINANCES, STEEL Of NO LESS THAN 20 GAGE THICKNESS WITH A MINIMUM YIELD OF 33,000 PSI AND AN ULTIMATE TENSILE CONN -CONNECTION OC -ON CENTER Greenport, NY 11944 - REGIII ATION AND CODES AS ADOPTED BY TH STRENGTH OF 45,000 PSI. CONT CONTINUOUS OCEW -ON CENTER EACH WAY E LOCAL GOVERNING STATE,COUNTY AND TOWN AUTIIORITIFS.TI IF FOUNDATION NOTES CL - CI -PRESSURE TREATED CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THESE REQUIREMENTS,WHETHER OR NOT 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 TI IF TOWN.THE CONTRACTOR SI IALL FURNISI I TI IF OWNER TI IF APPROVED 1. FOUNDATION HAS BEEN DESIGNED TO RESIST UPLIFT AND OVERTURNING FORCES WITH OVERBURDEN DWG -DRAWING r -RIPPED RESISTANCE THUS CONTRACTOR SHALL NOT PLACE ROOF STRUCTURE WITHOUT PRIOR COMPLETELY ELEV -ELEVATION RC -ROUGII CUT INSPECTION CERTIFICATE FOR APPROVAL AT THE END OF THE PROJECT. INSTALLING BACKFILL AND/OR FOUNDATION SLAB STRUCTURE. 7. FIELD REPAIR OF DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY TI IE ENGINEER OF RECORD. DATE: As Noted ENE. -ENGINEER REINF -REINFORCEMENT SCALE: As Noted 2. AT LEAST ONE SINGLE-STATION CARBON MONOXIDE DETECTING ALARM DEVICE,INSTALLED IN CONFORMITY WITH 8. ALL ROOF TRUSSES ARE TO HAVE METAL STRAPS AT EACH END TO RESIST UPLIFT FORCES.STRAPS ARE TO BE EX -EXISTING RFT -RAFTER DRAWN BY: FBR THE NEW YORK STATE BUILDING CODE RILES AND REGULATIONS,SHALL BE PROVIDED ADJACENT TO SLEEPING 2• FOOTINGS HAVE BEEN DESIGNED TO REST O14 IN-SITU NWl]SOIL. WITH AN ALLOWABLE BEARING CAPACITY OF ATTACHED IN ACCORDANCE WITH SUPPLIER SPECIFICATIONS. FDN -FOUNDATION SST -SIMPSON STRONG TIE 24-568 2,000 P S.F.IF ACTUAL CONDITIONS DIFFER THAN WHAT ASSUMED,CONTRACTOR SI IALL NOTIFY TILE FF -FINISH FLOOR TBD -TO BE DETERMINED Project Number: SPACES ON EACH FL OOR t fVFL AND SHALL RF LOCATED ON OR NEAR THE CEILING. ENGINEER IMMEDIATELY,PRIOR TO PROCEEDING WITH WORK. FtR -FLOOR TOE -TOP OF FOOTING Building Permit: 9. TRUSS SUPPLIER IS TO SUPPLY PLAN TO CONTRACTOR SHOWING LOCATION AND REQUIREMENTS FOR ANY 3. AT LEAST ONE SINGLE STATION SMOKE ALARM DEVICE, IN ACCORDANCE w/NFPA 72,St IALL BE PLACED ON 3. ALL SUB BASE MATERIAL SHALL BE COMPACTED TO 95%OF OPTIMUM MODIFIED PROCTOR DRY DENSITY TEMPORARY BRACING REQUIRED FOR OR DURING ERECTION. 17TG -FOOTING TOS -TOP OF SLAB BID Docs: EACH FLOOR LEVEL, IN EACH BEDROOM AND ADJOINING HALLWAY.ALL ALARMS TO BE INTERCONNECTED IN GALV -GALVANIZED TOSH -TOP OF SHELF CONSTRUCTION Docs: ASTM D 1557,WITH A MOISTURE CONTENT OF±2�o OF OPTIMUM. 10. CONTRACTOR TO INSTALL WOOD TRUSS NOTIFICATION SIGNAGF/PLACARD AT ALL ENTRANCES TO JST -JOIST TOW -TOP Of WALL. SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL.SMOKE ALARMS TO BE HOT WIRED AND Review: 0612612024 CONTAIN BATTERY BACKUP. COMMERCIAL BUILDING PER BUILDING CODE_REQUIREMENTS OF NYS. LVL -LAMINATED VENEER TYP -TYPICAL Revision#1: 09/24/2024 4. ALL ORGANIC MATERIAL TO BE REMOVED PRIOR TO PLACEMENT Of SUB-BASE/FOUNDATION. LUMBER UN -UNLESS NOTED MAX -MAXIMUM VLr -VERIFY IN FIELD 5. ALL SUB GRADE MATERIAL TO BE PROOF ROLL ED PRIOR TO PLACEMENT Or FOOTINGS, ANY AREA I JOIST NOTES OBSERVED TO HAVE SPONGY MATERIAL TO BE INSPECTED BY THE ENGINEER PRIOR TO PROCEEDING. 6. ALL EXCAVATIONS SHALL.BE CONDUCTED AND BRACED IN ACCORDANCE.WITH THE PROVISION OF THE 1. ENGINEERED WOOD I-JOIST TO BE INSTALLED 1N ACCORDANCE WITH MANUFACTURER 641� OCCUPANCY SAFETY AND HEALTH ADMINISTRATION"STANDARDS FOR THE CONSTRUCTION INDUSTRY,29 RECOMMENDATIONS. �. CFR PART 1926-SUB PART P-EXCAVATIONS". 2. WEB STIFFENERS OR SQUASH BLOCKS TO BE INSTALLED AT ALL JOIST BEARING CONNECTIONS. 7. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY UNSUITABLE MATERIAL IS UNCOVERED DURING EXCAVATION. AT THE DISCRETION OF THE ENGINEER,UNSUITABLE MATERIAL SHALL BE REMOVED AND 3. POST OR COLUMN LOADS AT FLOOR/WALL JUNCTION SHALL HAVE SOLID BLOCKING FROM SILL PLATE REPLACED WITI I CONTROII ED F111 CONSISTING OF NYSDOT ITFM 1304.11 OR EQUAL. SUB GRADE SHAI L BE TO BELOW TOP PLATE:LOAD SHALL NOT BE TRANSFERRED THROUGH WEB OF JOISTS. COMPACTED IN 10"LIFTS TO 95%OF OPTIMUM MODIFIED PROCTOR DRY DENSITY. ALL LIFTS SHALL BE F "� TESTED AT A RATIO OF I PER 500 SF OR AT TI IF DISCRETION OFTIIF ENGINEER. 4. ALL MECHANICAL PENETRATION SHALL BE PERFORMED IN ACCORDANCE WITI I MANUFACTURERS �F RECOMMENDATIONS. 8. AS PER NYS CODE RULE 753,THE CONTRACTOR SHALL PROVIDE DUE AND TIMELY NOTICE TO"DIG SANELY 5. BRACING SHALL BE USED DURING INSTALLATION TO PREVENT TWIST OR BUCKING. A -002 "02 NEW YORK AT 1-800-962-7962 AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING DEMOLffION OR Sheet No.: /_1 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 WITI I WORK UNTIL TIMES PRIOR TO PLACEMFNT 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. Supplemental Notes 7. LATERAL RESTRAINT FOR THE BOTTOM FLANGE IN THE FORM Or BRIDGING,BRACING,BLOCKING,OR CEILING MATERIALSHOULD BE PROVIDED AT 8'-0"OR LESS ON CENTER. I� Paper Faced M Batt Insulation 3/4"Sheathing w/Tyvek or Similar. N EXPANSION JOINT, 1/2"GB Finish; Finish Wood Clapboard Siding SEE DETAIL G/S-1.1 O0 5/8"@ 1 Hour Walls. 5� .a Metal Flashing at Sill. SLAB HAUNCH, 12 x10 e c 314 Finish Floor ( ) cts 4 2 " w/ 2 #4 BARS � � � � " 3/4"Sub Floor Wood Ledger w/1/2"Diam. CONCRETE SLAB, S"THICK w/ � N Floor Joist ( _ Bolted Connection @ 4'-0"o.c. SLAB CONSTRUCTION, DECK CONSTR. WWF6x6 W2.9x2.9, STEEL _ Framing w/ " SEE DETAIL A/S1.1 TOW TROWEL FINISH 2 a� Paper Faced oc 2x4 Decking w/1/2 Spacing. SEE DETAIL A/S-3.0 0'-6" Batt Insulation. • IV g • Co nee on. @F6 TOS _ TOP OF DECK 0,-0" HIGH — -� 2x10 Deck Framing w/Joist Hangers. 2x6 PT Sill Plate e v •� a • • -0'-2" LOW w/1/2"Diam.Anchor �? DECK JST 2x8 PTT WALL REIN F., Bolts @ 4'-O"o.c. �I Slo Grade r� @ 16 O.C. • SEE DTL A/S-1.1 • . Slope When We Build,Let Us Think That We Build Forever... Concrete Foundation 4- '` Away from Foundation. _ _ _ - Wall as Per ° _2 IS£o t -z.Rebar @ Top Code. © Copyright F D olarsCc� 18"o.c. VAPOR BARRIER, 10 MIL., OWNERSHIP AND USE OF DOCUMENTS . .l. . ( I _ 2'-0" OVERLAP AT SEAMS 8"WALI. By CRAWL SPACE 2 3/4" :d° 1, , 21I igid sulation. FDN WALL CONSTRUCTION, 8"WALL Frank B.Ryan,Jr.AIA " rane or Similar SEE DETAIL A/S1.1 and 4 Concrete Slab ° The Golden Mean Group,LLC �I Footing. COMPACTED SUB-BASE-6" on Plastic Membrane I _ on 4"Grave(Base. ° f' bar owels @ M GRAVEL-TYPE #1 (NYSDOT The drawings 5 1/4" -- " ch Way. ITEM#304.11) COMPACTED and all the ideas,arrangements,designs,and TO 95%OF OPTIMUM MODIFIED plans indicated thereon or represented thereby PROCTOR DRY DENSITY, TYP, r are owned and remain the property of WWF °ell --C r t Sinp to Shed Water w Frank B.Ryan,Jr.AIA Architect Joint.7Z and no part thereof shall be utilized by any U — person, firm,corporation,or entity for any d - - '1•'°- Base for � WALL TO BE INSULATED SIM.TO DETAIL purpose whatsoever,except with the express , d age and a----��---- 1 : . I co. . . .- -. �,' Setting. � written consent of " — — — FOOTING CONSTRUCTION, A/S1.1 @ HEATED LAUNDRY ROOM Frank B.Ryan,Jr.AIA and d SEE DETAIL AISI.l The Golden Mean Group,LLC. ° 41b+� d — ° d ° ' �• a CONSULTANT: _� • =4 •Concrete F �ti / I I —I 4"Diam.Perforated . 0 (3)3/4"#5 r a 1 —'�— _Pipe for Foundation mom=EmmCONSULTANT: as shown. I--Drainage. Drain to Retention FOOTING CONSTRUCTION, 2'-0" SEE DETAIL A/S-1.1 DV -- T „ ical Construction Detail Foundation an Deck Foundation Garaae NOTES: SCALE. 3/4 - SCALE. 12" - 1=0 SCALE. 12" - 1 -0 SLAB DOWEL TO EXTEND INTO SLAB 24"#4 BARS @ 12" OC,20"SPLICE INTO WALL SLAB CONSTR I WALL CONSTR.SEE FLOOR PER OWNER PIER REINFORCING SEE DTL, E/S-1.l 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... STRUCTURAL DETAILS FLOOR S1ITATI IING,3/4"BC, (4) #5 BARS 7&G ATTACHED w/IOd NAILS CI IAMI ER EDGE The ANCIIOR BOLT,1/2"HIX-1lCAD,A307 �b'O.C.EDGE, 12"O.C.FIELD �" STEEL GAtV,10"EMBED.,SPACED Ce 48"OC,12"MIN9CORNERS 2xPTSLEEPERS PIER TIES #3 BARS SLOPE 2" OF SLAB 1" DROP Sll L Pt ATE,2x6 PT,w/ CONCRETE SLAB,4"THICK @ 10"O.G. �'�•�.•� GOLDEN MEAN SILL SEALER OWENS w/WWF4x4 W1Ax1.4, CORNING OR FQUAI STEEL TROWEL FINISH W/ DOUBLE TIE AT TOP G RO U P LLc 1ST FLR FF VAPOR BARRIFR,10 MI., 2'-O'OVERLAP AT SEAMSfU 1 TOS/TOW 2" COVER 1 - — ---- — TYP. • 0 TOW 8"WALL Architectural De�ig VFRT.WAl L REINF., � T �'-(�" * � Facility Consulting #14 BARS AT 24"O.C. Strategic Planning a"WAL 1 COMPACTED SUBBASE,6"GRAVEL, PIER P A N VIEW TYPE#1 NYSDOT ITEM#304.11, COMPACTED TO95%OPTIMUM WALL REINF„ MODIFIED PROCTOR DRYDFNSBY SEC DTL A/S-1.l RIGID INSUTATION, 2"THICK HORIZ,WALL REINF"#4 BARS AT � d- U LENGTH.CONT.#4 BARS 19 w #1 Mercia Lane, 2nd Floor LENGTH,w/(2)#4 BARS C TOP KEYWAY,2x4 � 1 Greenwich, CT 06830 FOOTING DOWEL,14 BARS V) --- TOE @ 24"O.C.,6"HOOK MIN. �— — — — — �_(203)410-5783 voice7`1 s FTG REINF..(3)44 BARS b EQ.SPACED w/3"BOTTOM COVER, SCREENED GRAVEL,1/2" (NYSDOT 703- CON 1.SPLICC LENGTH 20",TYP. C1ASS 1),&WRAPPED IN GEOTEXTILE • BASE PLATE, 1.618033988749894848204586834365638111720309... NON-WOVEN,AMOCO 4551,TYP., EXTENDING3'-O"ABOVE TOP Of FTG, SEE DETAIL D/S3.1APPROX.7�WVVIDTH,INSTAU CONT. AROUND EXT FDN,TYP.WHERE DRAIN 2'-0" 3" REVEAL MIN. b gmg@golden-mean.com o_ PIPE IS SHOWN,UNLESS NOTED ) ` DRAIN SCH.40,.IOPF TO TOP _ ( JOB NAME: DRAIN TDDAYLIGHT -0'-10" VIE W/ Foundation Gara e Door Peconic Landing FINAL GRADING Z g Foundation Slab SCALE: 12" = V-0" a Oyster Ponds B Unit#114 SCALE: 12 - 1 -0 PIER TIES, N U 1500 Breaknock Road #3 BARS @ 10"O.C. '° Greenport, NY 11944 W/ DOUBLE TIE AT TOP m ,,,°- w ¢ Z O Q WALL REINF TO BE CONT. �I� INTERIOR WALL ABOVE, ¢ v, ,� THROUGH FTG STEP Z BOT WALL & FTG REINF 2x6 @ 16"O.G. ( PIER REINFORCING, 1'-0"SQ. w p O I= � TO BE SLOPED @ STEPS, 4 PIER BASE ° Q N FOUNDATION WALL p Z STANDARD LAP, TYP. SCALE: As oted024 O #5 BARS, EQUALLY SPACED O > DRAWN BY: FBR SILL PLATE,2x6 PT, o- !:� $ Project Number: 24-568 ANCHORED w/ MASONRY `t O w pN \ F— () w Building Permit: SCREWS, 1/4"DIA.x 4" Q Z LL- BID Docs: SLAB CONSTRUCTION, LENGTH,SPACED @ lb" Z o w I Cv w CONSTRUCTION Docs: SEE DETAIL A/S1.1 O.G. > Z Review: 06/26/2024 LL, J X Revision#1: 09124/2024 w _ s 77 1 1¢ -a TO SEE PLAN REBAR HOOK �? 4 (4) #5 BARS • s TOF .... • • • FTG REINFORCING SEE PLAN T #5 @ 12" O.C.E.W. FOOTING FOOTING CAN BE SLOPED 3'-0"SQUARE @ 450 DEPENDING ON _ SLAB HAUNCH, 2'-0"x 12"THK.,w/ SOIL TYPE, IF NECESSARY 2xSTEP DISTANCE BETWEEN FTG STEPS Sheet No.: A". �• HEIG (MIN) TO EQUAL 2xSTEP HEIGHT (MIN) 002 '03 (3) #4 BARS, CONT.w/20"SPLICE DRAWING TITLE: 2'-0" Slab Haunch Foundation an Pier Concrete Ste Supplemental Details SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" u g4 oIts WOOD FRAMING LEGEND RFT/JST2x FINISH ROOFING PROPOSED JOIST/RAFTER-COMMON o PER OWNER •b , x I-JST(SIZE IN(.,TYP.D)ti a, PROPOSED I-JOIST-DESIGNATION&DEPTH O RFT/ST2x ROOF SHEATHING, 5/8" CDX, -- ---- PROPOSED JOIST-RAFTER OR REINF MEMBER T&G, 10d NAILS @ 6" O.C. - SIZE AS INDICATED EDGE, 12" O.C. FIELD, TYP. PROPOSED STEEL BEAM J GIRDER SIZE AS INDICATED PROPOSED BEAM/HEADER OR REINF MEMBER PRE-ENGINEERED TRUSSES, When We Build,Let Us Think That We Build Forever... SIZE AS INDICATED SEE TRUSS SCHEDULE — — LVL BEAM/HEADER,{#)PLYS&MEMBER DEPTH 12 PRE-ENGINEERED TRUSSES TO RFARING CONNECTION SUB FASCIA, 5 BEAR ON EXTERIOR WALL I OWNERSHIP AND USE OF DOCUMENTS 2x8 RIPPED TO FIT © Copyright 2019 'V SOLID BLOCKING, By FACE MOUNTED CONNECTION w/METAL FASCIA AND SOFFIT -` 2xb Frank B.Ryan,Jr.ALA and CONNECTION PLATE,TYPE AS SPECIFIED PER OWNER 2 The Golden Mean Group,LLC it The drawings INTERIOR BEARING WAL! TOP PLATE 6 and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby WOOD COLUMN 19'-5 5/8" are owned and remain the property of '► Frank B.Ryan,Jr.AIA Architect �� s"yr 2 e and no part thereof shall be utilized by any �vr person, firm,corporation,or entity for any " 13 Q STEEL. SOLID BLOCKING, HOLDDOWN, purpose whatsoever,except with the express 2x6 RIPPED TO FIT SST H10 written consent of Frank B.Ryan,Jr.ALA a-- --� SHEATHING LADDER OVERHANG DOUBLE TOP PL, ,/ and TheGoltlenMeanGroup,LLC. WOOD sIiEARWAII FRAMING, 2x6 @ 1 b O.C. HOLDDOWN, (2) 2x6-/ SST H 10 w/ 2x6 LEDGER, TYP. CONSULTANT: -�---� SHEARWALL HOLDDOWN ROOF SUPPORT BEAM, WALL STUDS, 2X6 @ 16" O.C. —Z, p► SEE DETAIL E/S3.1— BEAM/ CONNECTION KNIFE PLATE, 6x10 RC w/ BLOCKING @MID POINTS SUPPORT POST, CONSULTANT: 6x6 RC PRE-ENGINEERED TRUSS SCHEDULE TOP CHORD BOTTOM CHORD i Connection Detail NOTES: TRUSS ID TYPE SLOPE DEAD LOAD DEAD CHORD NOTES SCALE: 12 = 1 -0 T1 GABLE 5ON12 12 PSF IOPSF Connection Detail SOLE PL, T EW-1 GABLE — 5 ON 12 12 PSF 10 PSF END WALL TRUSS SCALE: 12" = 1'41 DECK FLASHING, 2x6 SEE DETAIL JIS3.1 T-2 GABLE 5 ON 12 12 PSF 10 PSF RIM BOARD, 7-[W-2 GABLE 50N 12 12 PSF 10 ME END WALL TRUSS LEDGER, 2x8 PT CONN.TO 11 7/8" LVL RIMBOARD, w1 (2) 1/2" DIA. FLOORING PER OWNER NOIFS: THRU BOLTS @ EACH JOIST 1. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. KNIFE PLATE, SEE DECORATIVE CONN. POINT& (1) @ 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 2. DEAD LOADS DO NOT INCLUDE TRUSS SELF WEIGHT. DETAIL C/S3.1 FACEMOUNT HANGER, MIDPOINT ON EACH JOIST BAY FLOOR SHEATHING, 3/4"BC, 3. FINAL TRUSS DESIGN IS RESPONSIBILITY Of MANUFACTURER. SST OHU4$-SDS3 T&G ATTACHED wl lOd NAILS The 4. ALL TRUSSES SPACED AT2'-0"O.C.MAX. FACEMOUNT I#ANGER, SST ,� , 5. ATTIC SPACE LOADING IS 20 PSF AND TO HAVE 3/4"CDX SHEATHING. SUPPORT BEAM, OHU48-SDS3 OR CONCEALED @ 6 O.C. EDGE, 12' O.C. FIELD RxTn Rr I DECKING PER OWNER GOLDEN MEAN © HANGER CJT3 GROUPLLc Truss Information _ SCALE: 12" = 1'-0" G v DECK JST 4x8 RC DECK JST 4x8 RC C q @3b" OC @3b' OC a Architectural De�ig Q Z Facility Consulting z �e 4? Q �� , Strategic Planning 34'-P - 2 6 tr•cr � ir•rr - --- ,, EXTERIOR WALL SHEATHING, \—I JOISTTJ1 560 1 1-7/8" 1/2" CDX, T&G, 10d NAILS @ 6" @ 16, O.C. 5r �5 KNIFE PLATE, O.C. EDGE, 12" O.C. FIELD, TYP. SEE DETAIL E/S3.1 UNLESS NOTED @ SHEARWALLs-/'e SEE DTL I/S-3.1, FOR #1 Mercia Lane 2nd Floor � { _. TYP NAILING REQS � 00 SUPPORT POST, Greenwich, CT 06830 DOUBLE TOP PL, r01 w A,r 8x8 RC (2) 2x6 W-0 51 tl- (203)410-5783 voice TRUSS T-2 scAir: irr=j I 1.618033988749894848204586834365638117720309... 2 Truss Detail Connection Detail Connection Detail ��• gmg@golden mean.co� SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" SCALE: 12" = 1'-0" JOB NAME: Peconic Landing 8x8 RC Oyster Ponds B--Unit#114 BEYOND POST 1500 Breaknock Road SUPPORT BEAM, (4) 2x8 Greenport, NY 11944 PT, FACE MOUNTED TO I 12 COL w/SST HUC28-4 LEDGER 2x8 PT, ANCHORED FOUNDATION CONTR. TO FDN WALL w/ HILTI HY200 DATE: 06/26/2024 ROOF CONSTRUCTION, FACEMOUNT HANGER, 1/2" DIA.w/4" EMBEDMENT SCALE: As Noted SEE DETAIL AIS 1.1 SEE DETAIL A/S3.0 SST LUS28 @ 24" O.C.SPACING FLOOR CONTR. DRAWN BY: FBR SEE D ETAIL A/S 1.1 Project Number: 24-568 DECKING PER OWNER FACEMOUNT HANGER, Building Permit: LADDER OVERHANG — — SST LUS28-\ BIDDocs: FRAMING — — — — — CONSTRUCTION Docs: — Review: 0612612024 2 b 2 e Revision#1: 09/24I2024 GARAGE TOP PLATE z 6 � 9'-0 5/8" DECK JST 2x8 PT • � @ 16" OC DECK JST 2x8 PT 6 @ 16" O C /� .� ��'g ace.RY4 ��.►► e e a s e ski t� HOLDDOWN, KNIFE PLATE CONN BEYOND, SST H 10 FASCIA AND SOFFIT SEE DETAIL EIS3.1 ' 11F PER OWNER SOLID BLOCKING, CONCRETE PIER, 2x4 RIPPED TO FIT WALL CONSTRUCTION, SEE DETAIL D/51.1 SEE DETAIL A/S3.0 .. A 002.04 Sheet No.: Connection Detail 9DRAWING TITLE: Roof E ave SCALE: 12" = 1'4' Connection D eta i I Supplemental Details SCALE: 12" = 1'-0" 8SCALE: 12" = 1'-0" m 10 U ~ a A o r7 qq �7 N IU Ica E TOP CONN PL, ROOF CONSTRUCTION, 2x6 SEE DETAIL A/S3.0 SCALE: 1"= 6' ` STEEL BEAM, PRE-ENGINEERED TRUSS, ` W14x26 SEE TRUSS SCHEMATIC ' o SOLECENTER SPAN/3 L,, STEEL BEAM TO BE PACKED OUT w/ SUB FASCIA, SPAN/3 NO NOTCHES 19 (4) 2x12 RIPPED TO FIT, ANCHORED 2x6 RIPPED TO FIT 0 LEDGER, 2x8 PT CONN.TO PACKED wl (2.) ROWS 112"DIA.THRU BOTLS F OUT STEEL BEAM w/1/2" DIA.TI IRU BOLT 2 2 FLOOR CONSTR. FASCIA AND SOFFIT INTERIOR @ 18" O.C.SPACING SEE DTLA/S3.0 PER OWNER cD/3 NOTCHES I MAX D/6 when we Build,Let Us Think That We Build Forever...� b 6 2 MAX D IA. D13 OWNERSHIP AND USE OF DOCUMENTS �6 DECK JST4x8RC 2 2 END NOTCHES © Copyright2019 @36" OC MAX 4 By Frank B.Ryan,Jr.AIA b 6 and z 6 z The Golden Mean Group,LLC The drawings and all the ideas,arrangements,designs,and IN.2"FROM TOP plans indicated thereon or represented thereby SEE DETAIL AIS3.0 \—I JOISTTJI Sb0 11-7/8" WALL CONSTR. PENETRATIONS SHALL NOT BE AND BOTTOM are owned and remain the property of PLACED CLOSER THAN 3"FROM Frank B.Ryan,Jr.AIA Architect @ 16" O.C. and no part thereof shall be utilized by any ANY BEARING COMPONENT person, firm,corporation,or entity for any BEAM TO I LAVE TI IREADED purpose whatsoever,except with the express STUBS ON TOP & BOTTOM written consent of G Frank B.Ryan,Jr.AIA FLANGES FOR PLATE CONIC,l/z' DIA. C32'-0" O.C. RIMBOARD, NOTE: and 11 LVL 1. REQUIREMENTS APPLY TO NOMINAL LUMBER ONLY, PENETRATIONS The Golden Mean Group,LLC. FOR LVL & 1-JST MUST REFER TO SPECIFIC MANUF. CONSULTANT: Connection Detail FLOOR CONSTRUCTION, SCALE: 12" = 1'-0" SEE DETAIL A/S3.0 rK MEP PENETRATIONS TYP. S3. t NTS CONSULTANT: 2 6 LVL 5 MEP Penetration Details SCALE: 12" = 1'-0" NOTES: I JOIST TJI 560 11 7/8" E @ 16" O C EXTERIOR, SHEATHING 01 JOISTTO SOLE PLATE, 2- ATTACHED TO STUD w/ (2) 16d FACE NAILS 2 6 EDGE: 10d @ b" O.C. WEB STIFFNER PER FIELD: 1 Od @ 17' O.C., FLOOR SHEATHING ATTACHED MANUF. 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... 7 TO FLOOR JOISTS wl DOUBLE TOP PL, EDGE: 10d @ 6"O.C. (2) 2x6 The FIELD: 10d @ 12" O.C. STUD TO SOLE PLATE, GOLDEN MEAN (2) 16d END NAILS 2 GROUPLLC RIMTO SOLE PLATE, 3 Connection Detail 16d FACE NAIL. @ 16' O.C. SCALE: 12° = 1'-0° VArchitectural De3ig FLOOR JOIST ` Facility Consulting 1', PER FRAMING PLAN Sfrategic Planning ICE & WATER SHIELD, GRACE OR RIM BOARD TO JOIST, EQUAL PLACED OVER RIM BOARD, (3) 16d END NAILS, EXTEND 4" MIN ABOVE RIM, ALIGNED w/ I-JST CONTINUOUS ALONG DECK FLANGE IF PRESENT 6 1+1 Murcia Lane, 2nd Floor 2 r SIDING AND RUN TO BOTTOM OF FLASHING TO EXTEND UNDE Greenwich, CT 06830 RIM TO DOUBLE TOP PLATE, JOIST TO DOUBLE TOP PLATE, SILL PLATE w/ DRIP EDGE, 10d TOE NAILS @ 6' O.C. (3) 1Od TOE NAILS MATERIAL PER ARCH. (203)410-5783 voice TOP PLATE TO TOP PLATE, FIELD: 16d @ I2" O.C. NAILS FLASHING IN AREA OF 1.61803398874989484� 820-4365638117720309... 24"SPLICE LENGTH: (8) 16d NAILS SPACER TO BE SLOPED ALONG TOP AND DRAIN ��„■,��.�� STUD TO DOUBLE TOP PLATE, TO ONE SIDE gmg@golden-mean.com (2) 16d END NAILS ' DRAINAGE GAP JOB NAME: N a i I h-9 etaiI DECK LEDGER / ATTACHMENT Peconic Landing VARIES,SEE MAIN WALL SECTION SCALE: 1 " = 1'-0" FOR CONSTRUCTION Oyster Ponds B--Unit#114 1500 Breaknock Road Greenpoll NY 11944 SILICONE CAULK APPLIED ALONG BACK OF SPACER DATE: . 6l2024 SCALE: As Noted DRAWN BY: FBR Project Number: 24-568 ICE & WATER SHIELD, GRACE OR Building Permit: BID EQUAL, 6"WIDTH PLACED ALONG O Dots: CONSTRUCTION Docs: LEDGER @ SPACER Review: 06/26/2024 Revision#1: 09124/2024 SPACER TO CONSIST OF COMPOSITE DECKING, SOLID EVERY ATTACHMENT POINT TREX OR EQUAL TOP OF SPACER TO '� 1 BE SLOPED TO ONE SIDE TO ALLOW PROPER DRAINAGE � k �F Sheet No.: A-002.05 Connection e t a s DRAWING TITLE: SCALE: 12" = 1'-0" Supplemental Details 9 w c� 10 U CD Site 00 When We Build,Let Us Think That We Build Forever.. All 43 r" OWNERSHIP AND USE OF DOCUMENTS LOng Island SbUrid r, © Copyright 2019 84 y Frank B.Ryan,Jr.AIA 91and T Mean C 3 he Golden Group LL 62. � --. . 'ram, �`: 93 The drawings and all the ideas,arrangements,designs,and ! � s 7 797 " plans indicated thereon or represented thereby 31 75 �. are owned and remain the property of �b ( k �.^ Frank B.Ryan,Jr.AIA Architect . r2 2 '�*�) v 17 � and no part thereof shall be utilized by any ° I �' " r person, firm,corporation,or entity for an 44' ✓ s` f purpose whatsoever,except with the express G t7 written consent of ag Frank B.Ryan,Jr.AIA 21 and O �1 The Golden Mean Grou ,LLC. M ' - � P rA t+23 lil r .. CONSULTANT: tS 5R _ 'iz.`�1 � �_�,.,. � � � " _. _ �,� gg ' _ ` - —•---•----------------- — — — — — — — 7 w x7: 1 „ ... : w CONSULTANT: tl.a. —--—•-—'-—--— - i .,... ... ,.,„ ' ,.+,5,,. L-"^' fi'' r C' r„r', J .,wr„�.. ,� ` ,,, a� r ` 54 _ 4 i f � ,.3F 11ae Public/ : Semi-Private NOTES: 09 : Golf Course 1 � yf I `, i u ti G"T x `��• ` � �110-1 I I e ..,w 0,1,1,2,$5,8,13,21,34,55,89,144,233,377,610,987 117 Cottages JON, ; ] 0 Corchaug The a � Hermitage ' GOLDEN MEAN f a ter Pond i Brecknock : a 1177, Oyster G RO U P��C Hall ' ✓ Apartments �...z Community/Health Center Architectural De�ig ' . r Route25 - . Consulting . ''' Facility Consult► 0 100 500 1000 Fr Strategic Planning ter.. e,'jca, Peconic Landing 1500 Brecknock Road Greenport, NY 11944 (631) 477-3800 • Toll Free (888) 273-2664 www.peconiclanding.org i I #1 Mercia Lane 2nd Floor I I i Greenwich, CT 06830 New Addition Roof Foundation i (203)410-5783 voice and Patio. I I , I 1.618033988749894848204586834365638117720309... I I i I ! ! gmg@golden-mean.com I i ■rrn I I I ' I /• i JOB NAME: I I Peconic Landing Oyster Ponds B—Unit#114 1500 Breaknock Road Greenport, NY 11944 I DATE: 06/26/2024 I j I , SCALE: As Noted I I / DRAWN BY: FBR Project Number: 24-568 I i Building Permit: BID Docs: CONSTRUCTION Docs: Review: 06/2612024 / Revision#1: 0912412024 j Project North V. r True North Site -- Site Plan SCALE: 1/8" = V-0" OF Sheet No.: A-1 00.05 DRAWING TITLE: Building Site Plan AI aU a o D C A U U W i N I � _ I 1 When We Build,Let Us Think That We Build Forever... -301.0 I OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC ' I The drawings and all the ideas,arrangements,designs,and I 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 I _ `_ person, firm,corporation,or entity for any Slab on Grade Above purpose whatsoever,except with the express written consent of Garden Wall Foundation Frank B.Ryan,Jr.AIA and The Golden Mean Group,(8" lock w/2"Stone Veneer Both Sides. p,LLC. Provide 12"x 18"Footing @ 42"Below Grade(Typ.) _ CONSULTANT: - - - - - � - - - - - - - - - - - - - - - - - - 6 I CONSULTANT: j Match Foundation I Provide Beam To Existing (10"Concrete). I Provide 12 x 18 Footing Extended Crawl Space Pocket As Required (Typ.) NOTES: @ 42"Below Grade(Typ.) I Header Column I 3 Locations Per First _ I1 -104.0 Floor 1 IO 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... r- :- —_-- _ _ ------- -- -104.0 The i la ------------------------------------ GOLDEN MEAN — — — — — — — — — — — — — — — — — — — — — 4 GROUPLLC Provide(3) 1 3/4"x 91/4"LVL 1 IAt This Location. Cut Foundation Wall Architectural De�ig - To Allow for Ventilation Facility Consulting�To New Addition. ; Strategic Planning I #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 Basement L= Vent Opening r (203)410-5783 voice I (Typ). 1.618033988749894848204586834365638117720309... gmg@golden-mean.com JOB NAME: Peconic Landing Oyster Ponds B--Unit#114 1500 Breaknock Road Greenport, NY 11944 + i I I --------- DATE: 06/26/2024 SCALE: As Noted — ------- ------------ _ — — — — — — — — — — — — — — — '� DRAWN BY: FBR Project Number: 24-568 i Building Permit: BID Docs: CONSTRUCTION Docs: Review: 06/26/2024 Revision#1: 09/24/2024 I i d�°a �,rce.Rry� y�,�► Footina Plan -- Proposed SCALE: 1/4" = 1'-0" H � k Project North Sheet No.: A-1 O 1 .o4 DRAWING TITLE: True North Foundation Plan O CLS W� u ' r r When We Build,Let Us Think That We Build Forever... OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC The drawings E-18 E-01 E-19 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 E 2 I purpose whatsoever,except with the express I written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I I CONSULTANT: I E-03 -02 CONSULTANT: NOTES: N-73 D \ f I 00 � E-05 E-04 E-10 E-09 w�.. w II i 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... The 1-y ---- GOLDEN MEAN GROUPu-C Architectural De3ig Facility Consulting O _ — : — — : _ _ Strategic Planning - - - 0 0 ° 0 #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice 1.618033988 4848204586834365638117720309... Oqmg@golden-mean.com JOB NAME: Peconic Landing Oyster Ponds B--Unit#114 - 1500 Breaknock Road Greenport, NY 11944 DATE: 06/26/2024 - 1 1 SCALE: As Noted DRAWN BY: FBR 1 Project Number: 24-568 i Building Permit: BID Does: 1 CONSTRUCTION Does: i Review: 0612612024 1 Revision#1: 09l2412024 .00 I Project North(2) 1 Sheet No.: A-102 .04 Level 1 -- Existing True North DRAWING TITLE: SCALE: 1/4" = V-0" First Floor -- Existing r • ors To Remain In Place -- No Change. o� - Detectors U a Existing Smoke g � M p N Tree Real Flame Ashley Electric Fireplace - ; w To Be Removed. Q, ,,,, a ame White p V r4 by Real Flame a� o Item#1760142 0 18'-2" *>41~r*(4)Reviews a h 1 ' $1,468.33 QTY -301.0 When We Build,Let Us Think That We Build Forever... ! !t Re-arrange ` Bedroom Windows. OWNERSHIP AND USE OF DOCUMENTS © ` LOVE IT?Save&Share This Item. Copyright 2019 IN r By Frank B.Ryan,Jr.AIA s ,,.w.� and bo The Golden Mean Group,LLC i , 2'-111/8" u5 2'-0" 2_0 M _-....._ _. The drawings d and all the ideas,arrangements,designs,and N os N-os The handsome pillars with curved supports of the Real Flame Ashley Electric plans indicated thereon or represented thereby ■ Pireplace-White create an understated elegance in any room.This clean-burning, are Franke n remain Jr.i t e property of Ict • R." self-contained fireplace offers the look and feel of a built-in unit without the mess and no part thereof shall be utilized by any or smo... P P entity y 0 �� j �. 1lMFNG _ __ __ __ __. ___ person, firm,corporation,or enti for an v? M , -- - I-- NFI Certified Experts The industrys leading Free Ground Shipping purpose whatsoever,except with the express written consent of on staff to assist you fire knowledge base on this product See All product Details Frank B.Ryan,Jr.AIA I 3 i and 9'- The Golden Mean Group,LLC.6" 3'-2" CALL:888.520.1785 LEARN MORE ONLINE HOW SHIPPING WORKS Ships Within 2 to 3 Business Days CONSULTANT: � 2, FREE Ground Shipping m I N 4 N- 1 N-80 .Ste a± Exists ARC Window Schedule CONSULTANT Existing , r ` a'=a vs° �_1 Mark Type FamilyComments �% E-01 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate NOTES: - - - - - - - Hung-Ma - ottage_Style-Wood Ultimate E 02 2856 Window Double_ ruin C __ _ o Window-Double Hung-Marvin-Cottage -Wood Ultimate l 2856 Wi _ _ CO w _ - _ ..::- =_: _. _ .- _ _ -- FI orinf ITo - ---- 4____ _ „_, E-04 2856 Window-Double Hung-Marvin-Cottage o - g Match. - _ _ Electric Fireplace - — - - _ ��, 5 2856 Window Double Hung Marvin Cottage_Style Wood Ultimate w/Mantel. = = - _ _ __ E-06 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate No Exhaust v o — — _..... — f ��4� , i E-07 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate Needed. - _ _— 1 --- .� _ �.. — — — — — — _ — ._ �— — — — _.. I — E-08 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... r *i i I i E-09 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate sill ili E-10 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate The L-J Relocate Air T rminal I 1 T-o° As shown iol--------- E-11 2856 Window-Double Hun Marvin-Cotta a_StY le-Wood_Ultimate GOLDEN MEAN I � — g' 9 E-12 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate GROUPI_Lc r I E-13 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate 00 E-14 2856 Window-Double Hung-Marvin-Cottage Style-Wood Ultimate - Forisav Demod Windows E-15 2630 Window-Double St le-Wood Ultimate cfl a 'For Possible Re-Use As _ y o r o Directed By Owner. j E-16 2630 Window-Double Hung-Marvin-Cottage -Wood Ultimate Architectural De�ig _ _ _____ E-17 2630 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate Facility Consulting w E-18 2856 Window-Double—Hung-Marvin-Cottage_Style-Wood_Ultimate Strategic Planning w i F--, -2c-2.o1 2 j j s E-19 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate E-20 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate ARC -- Window Schedule -- Demolition #1 Mercia Lane, 2nd Floor Mark Type Family Comments Greenwich, CT 06830 -- E-01 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate r••�(203� )-0 5783 voice E-02 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate E-03 2856 Window-Double Hung Marvin-Marvin aSt le-Wood Ultimate _ 1.618033988749894848204586834365638117720309... E-04 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate _ E-05 2856 Window-Double—Hung-Marvin-Cottage_Style-Wood_Ultimate gmg@golden-mean.com E-09 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate E-10 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate JOB NAME: E-11 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate Peconi_ c Landing E-18 2856 Window-Double Hung-Marvin-Cottage_Style-Wood Ultimate — — — — — — E-19 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate Oyster Ponds B--Unit#114 1500 Breaknock Road ARC -- Window Schedule -- New Greenport, NY 11944 I' Mark Type Family Comments - --- _1 N-01 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood_Ultimate Re-purpose E-01 DATE: 06/26/2024 - - — -- n - --- - SCALE: As Noted N-04 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate Re-purpose E-09 DRAWN BY: FBR N-05 2856 Window-Double Hung-Marvin-Cottage_Style-Wood_Ultimate Re-purpose E-11 Project Number: 24-668 Building Permit: N-06 2856 Window-Double_Hung-Marvin-Cottage_Style-Wood Ultimate Re-purpose E-18 BID Docs: N-07 2856 Window-Double Hun Marvin-Cotta e_St le-Wood Ultimate Re-purpose E-09 CONSTRUCTION Docs: g g YReview: 06/26/2024 Revision#1: 09/24/2024 40 OF Level 1 -- Proposed Sheet No.: A-102 .05 SCALE: 1/4" = 1'-0" v '�• DRAWING TITLE: First Floor-- Proposed -301.0 g4 U a r 7 Y7 6 qi Y-7 OG N•.]Yi -- ---------------------------------------- ,�� Relocated Extend Shed Roof 1 A-202.03 Bedroom Windows CZ Flagstone r To Capture Patio gs t t North Elevation 2 Openings - p New Addition Either Side j --Pro osedl For Access To 1 1 p Yard 1 j t 1 Low Stone Wall t I with Bluestone •4 ° j ! j Cap. Sitting Height H t 1 Wall Material Can Be 1 1 Fabricted Stone 1 1 When We Build,Let Us Think That We Build Forever.. --- -1— —1 --------- N-06 N-05 1 I 1 1 ----- - --- --i 1 1 1 1 . OWNERSH IP AND USE OF DOCUMENTS Step 1 1 Step © Copyright 2019 -- — -- -- -- -- -- --- -- -- -- --- — 1 By To Grade 1 . � 1 To Grade — Frank B.Ryan,Jr.AIA 1 � � and 1 1 The Golden Mean Group,LLC 1 1 1 I 2'-0" 2'-Q" The drawings -- �- and all the ideas,arrangements,designs,and 1 1 plans indicated thereon or represented thereby Re-Positioned 1 Bluestone are owned and remain the property of 1 1 I _ Windows. j 1 Step Paver Frank B.Ryan,Jr.AIA Architect ' 1 @Grade and no part thereof shall be utilized by any 1 ! person, firm,corporation,or entity for any purpose whatsoever,except with the express 1 1 written consent of 1 ! Frank B.Ryan,Jr.AIA 1 1 and 1 1 The Golden Mean Group,LLC. 1 ( 1 GFCI N-04 6"Ste N 01 1 ____- _ CONSULTANT: 1 j O To Patio O E-03 E oz 1 T,i To Match Existing New Wood Flooring Switch To ` 1 - --- ----- ----- - ----- ---- - - --— ------ ----- --- -------------- - 1 - - - - -- - ---- -- - - -- -- - - --- -- Patio Light 1 j III CONSULTANT: - I-- - - -- - -- A r - — - ----- SwitchDTo I 1 - I 1 - --- - -- - - -------- - - -- - Ceiling Mount Andersen -- - - - -- - - 1 - -------French Sliding-------- -- -- --- - Light or Pendant - - - - j - - -- -----Patio Door -- - -. ` -- - - - NOTES. N-02 - - - , - - :_:- Breakfast I Re-positioned 1 - -- -- -- — - -- - -- - - Window. 1 - - -- - 1 - -- - - -- - __ - ---- --- - Area ---------------- I 1 - -- - -- -- - - - ---- - _ G JJ - -- — I - - - - -- - --- -- - 1 - -- - - r -- - - — - - - 21,34,55,89,144,233,377,610,987... t _ ; 1 _ - _- _ - - -- - - - - - - — -� — — — — — — — — — — — — — — — - - - - - - - -- --- ---- -- New Electric 1 — _ —-_.— - — .._ _.._. .— - -_ _-- - _ - -- -�- — — — — — — — — — — — — — -- — � � . �.:`%- i -_ -� - _ The Fireplace w/ — Mantel 4 I i I GOLDEN MEAN rli i t l 1 _ _ -104.0 I I I 1 GROUPLLc 1 - 1 I ------------ 1 --------------------------------- - -�-, !' =' 1 � � ! � Architectural De�ig 1 I 1 -- - --- - - Iity Consulting Fact o Strategic rig Extended 1 - - -- > Z Re-positioned 1 I j ___-=__ __= ---- t nX Window. Living Room 1 �w Kitchen t Area - c 1 1 o� Area #1 Merci Lan I - a e 2nd Floor Cc 1 W a 1 Greenwich, CT 06830 I t 2(-2.01 2 (203)410-5783 voice 1 - - — -- 1 - 1.618033988749894848204586834365638117720309... 1 1 - - -- ---------.-- �9@9 JOB NAME: Peconic Landing Limit of Scope of Work Oyster Ponds B--Unit#114 1500 Breaknock Road Prepare Wall & Structure Green ort NY 11944 gx This Location for Possible p ' _ -- - Extended Span . Inspect DATE: 06/26/2024 - - - SCALE: s Cote Existing Beam Condition . DRAWN BY: FBR 24- Project Number: 24-568 f Substandard for New Span BBuilding ID Docs:ermit: -- Supplement with S i s to re d CONSTRUCTION Docs: Review: 06I26/2024 Revision#1: 0912412024 -- LVL Members to Match Existing .g Provide Headers, Columns, Footings as Required , per Code. l 3 TBD In Field. : Proposed Additio a out Project North----------- SCALE: 3/8" = V-0" �I A 102.06 Sheet No.: .. DRAWING TITLE: True North Proposed Plan -- Detail 1 d .off U , v A!_',��.��,� rL �1V�0.L1i.i1 *," 11 aa aa o • ■ 11 ■ t-7 'G.M .0 H Bluestone Seating Wall Option -- 18 High o 41b 9 Patio Sliding Door :0 M `� 4 'a AFL• , `,' �`",r ! y. r.3 ,, inE+ +'..,r. a 'h� { 'S` ".+• ? 1`P!„y fir. s v. y m a �.n►aSwi" �s t' ,.ya,�' " _�r`+b' r e " - K " ^+'; * � I d tl-� � a* :._y,,,,a,(„�;'� , ''°'a+ „` Y <1 N1.;�, ,.',�`-�'T.,n pab;,,l,� p�" a .. .., ,�,p '1 B n „J' 4A."- � ,-A4, ;:..# y* n� ap,, , : , '1 `<a�y S'j,w}Y ,.'ia. ,' r' ",9 ai'K 0. A N D E R S E N Windows&Doors Inspiration Parts&Support Technical Documents For Professionals Request A Quo a „fig" _ ' 'r ��, y, t *, � - " ' *� l ', st a wtweows • 000•s #I s 'Y.; *: ify#; . s y ':' p .�h k+ , .---I ...... . .... . _ - . . ,.. - ..- - - - - - ..- .-. ._ _ _ -. - - _..-- - - - - _,. .-- - - ,t' - _ -.�-��r,;,.',-.I"I_'��:,.r,.�1,'-..I-..��r.:�,I-,.I� "T-��_�:-,I-,�:,_L,-�`.1.,i_I ,�,.`-"1`�.L,��,.�I�r,�eI,�"I'�",�,-I,,�,�'I�',_c�',Iq'�.I_.I_, I�Ii?�f.L-,�1,,1,,."I;��-1.I:��.�_4-,.-I.,"r�_I-,-..�1II,-,�,Li��'��,l��'....�;t,.:��-��'�`�II47�:III�Ij.�,JI�._ ��I, I`-",rI I.I-.-;r,,'-�.r.I 1Ir"-�1,�-,I_.,-"�i�,�,..II`,�,� ,1,r_.( ��t.'.1'1 r��.�1I.�I,�r., I,..,1,�,/_�Z�:",��,�_'-L�",r�-,,.��.-".I 1�__I.�. ', ,'._ �..I I r I�,,-.-",I AI.. Ii ( y,. r}'.,- 1- ,4«r ,,, `ta ss',,�'f' ,'.,F7''""au,.�■' ,•,�.�, +4 $'m;,,s„'= µ"w'd,. s• ae r a °!'' " . 200 SERIES PERMA-SHIELD®GLIDING PATIO DOOR LEARN DESIGN IT TECH SPECS , "Jr.� :k _ `� w "p ��► �+«t.°� # � �� 1 „� _ _. . --_ _ _ _. _ . - _ . __ _.. _. .er a:" >~ _ '`, +a y.f -F 5�-,. j fir+ _ rwx+i L-+ .. # ., u X1 ,,�x e " ,ig r� `7;F� 7•f a ;.,",r °� A'" ,Y� ��n ,�' � 'P' , ,� - '«.k - r � b' e x,,ss"•n ,;;•° `-n w g v�'''} '•'" fie 'iy x :+, _'tpfR fµ p ,v - - s ,.« < e a (t. & '+ f µ " , .�. ti at t: 4,m`ya,..`"�n'n '1�4 t rc - �' ++.�, �./P6. _._.__ '.. , * ¢' �" - w ;_ When We Build,Let Us Think That We Build Forever... r Next, grilles K, y $. : :x , Ii „ . _ _.._.__. ... _. __ Choose a rills attern or no rillesat all Clear ilrty Cltotces "s" ', : a a: r�" r`: `' .` 4,.v,- . � ''� ; ; AW ' / 9 P 9 z ,,, .* t o ' 1 } a ` i '}. �, - ,,r - s,. .`s'` _ `w+..?.J"`r,a°'' `'r qa`' -°I Fs aa..3• f - - Sizing interior Hardware Blinds Grilles # °". xfs ;°° ' w= ` ,, f g t4•� 1 , OWNERSHIP AND USE OF DOCUMENTS Ib_-� -a►_W __ � �__ » © Copyright 2019 ,"sir i+ - " w '''„- f „y, '"' yv 'd'1 - n,°' ,++ ,''4 8 : Ir Grilles i .a Frank r.AIA _ r B and n J f „ ..... -' .._.... > :fit"`y �+.* �: s%,.a , .-, 4 S` w, , The Golden Mean Group,LLC I "°i, ,,VM .a'p�$,' , nF,• t�,y •'4.,."r � ^qua"�ry`M�N'A`" '+"Ni �1 # Y'h.J+•..1. �8. x.,a„,�...- ( { �`xr k rev. t'`. r° rF!' Z�'` � ." •�Gs�u++e*, , "t ",, .vti ' j :• ^4 ;#>°:kr ,« 4," +.:., Q�.w + r r .r r" � . � ;�. The drawings I t i » . . ;' ,$ ."��., k*- "I,,e� � , a Wt .+r,,,- -,.,,,.. .,,�.t._ .�.,.,mm , and all the ideas,arrangements,design! si n I ; ,. '+'E ..,, ,.,.�*.a..y r,.'4„'a,�' «,c`t ,,4s',r '' .,�r,� a�;� -�r"'1',':.iG,aa„ ..t,�=u'..« .� , ,.,. ry,. g e g $,and fi` �k d plans indicated thereon or represented thereb if ,. ' ,« : w=* .. " �, and e a t e property of,. are owned n r m in h r n� I, __.___._ _. ____ p.', .• Jr.AIA Architect - �. -: "K r x x 1. Frank B Ryan " None - Colonial Prairie '�' v!, "+ n�I" ',`r` 0,>'' r and no part thereof shall be utilized by any m �. 11 : ''� „ �'� ." 1 , ,, ,, "�":,..'•, person, firm,corporation,or entity for any -, r� I . ..w 0 : •�` , 4`' ,; ,•._- g . .; 7^.4�` purpose whatsoever,except with the express ! You can also design your own custom grille style.You sketch it,our craftsmen will create it<6rxbr>Grillesam not " °', i ' �,.c. x' , .a.) written consent of E available with doors that are designed with a blinds-between-the-glass option. "I j Frank B.Ryan,Jr.AIA j and ,t r w *Products designed in this toot are for visualization purposes only and are not intended to be a complete,accurate r , f-." v, + .: _ i- a a The Golden Mean Group,LLC. representotion of the actual product ordered.For exact color and product options,please view samples available at , _ ' 'w "p „ M, i . _. .a ' your local Andersen window&door supplier. ti, N - ,Y . ,, ., n` " �'" - _ w CONSULTANT; I Previous I .. .. - .. - rNTERtOR EXTERIOR -+.,,.,......,.-� « M ° «,,yam l; m " ,. ,; Y. ... - r° r� e, ` .rig*' CONSULTANT: • ..': , I ,. •..s NOTES: .. -... �.��I;i.1��;:��1-�I,1 I,I,I,�"�,1I1,,,�,.��II�,1"1A,"`Ir,1"-,��1,��,:1%Ii`',,I�,.,-1,�"L�`,,"..''�rI�,.,'L�..k_�fIff1I:,,:"1L:L�xI.��I��i��i�;I,I��II�It�1�2,,)I('L I,,'1I:1I,I1,I VA14-I,�r I,_l'�_l'M,-T.1 i�-,1��."-I.r--__,�:�'�,:,�I�,��,,e,,r';V,%.-Z�.,I,,,1!,II II�,_,rII,,-I 1�r,,�L,,-Ii�1�1_��,II,,,,,,1L�1,.,,-.".1 I4�,1�".,��-�"1I L r:I�I�rII.,;-,,..i I:.1I_'�_i-:r,�,I�_�1�"�1;I I:��,',l,.-1,.-I',�:,L i,,,�I11.4e I';�.r.1'�1'I I�I11I.-,ZI,1�I Patio Stone Paver Options aF ,:, _" � „I-"--* ,«� ��W�" r" l ' 1 `� ii rc r C.��TI LLB r0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... - ' 4 't�LI�1,.-i1,I��,�.:,�I,�r-"',�I�I iLL�'.r�.-.., �.-.I��-,-1,''�-,I�'I�!��.I�II�L,ItI1,Ii1iiiI;it.i,iIII�,�I�i;!iI;IIiIi,II:��..ILI_.:��,�I1rI.�_,.I'll,,II I-.�-.,,',.I,��:'�.,;lI.�:.�,�I""�1_i.,1-L.,.�..,L,,,�i,,��j,1'1-,-I��'�i I I,,L�,..',',�,L-I�,�1III�I,.I'-,1v I'L I�'��,,I I�.!_1�,Ir!�'I I�.,,-�.'','.,,�.� ,II,,�-,��,I�.�.I_-,"�,I X,�_'I-::r I,,,�,�1..1,I:��L4�I�,�,'��,I:1�,��:r�.�!I�-.i�I,.�i��.I��.��1�1,�-�,1,..-1,1�,.��,I'I 1�:..'1�,-I,��I�7-��,:1,..5,;r�'t'.r%1�.�,I 1,II-. ,�II,,I-�17'��rI��r,I-1,_,-',�;�I��,,�A;�:�.'�:�'��I�t"r,��,�,tI I'��1,,,I�,,,`,I�"I�.L'""I.,--;�.I;IL,:�',,.:'�".,��-1Y,,I.�,J�i"�'�,'��'��,4�".I i1I'I�Ii_.,I��,..II.-',t,',II�I,-,�I',,,,�L I"1�o�r"i,�� i,Ir�,I I'-I-/,P7�I�ii�i'�.:ti�1��i�I;1Ii:I1III.,,_ 1r�.,-",,r 1-zI,_.I-I.�"I _--/'�1,,�11.I`-S��rr I:'',r--I�._,iI,'L�,,l��.�"-_�,��L,_..,�-�I,,I�.r1.�Lrr�,1I-:I�I,--,,II�,��j�-',,-,I�".,�I I�-,I�I I.'-I,_I.I I'r I,-�1��I.F1--"��,,�_�,m_�.�'.-,'��-,L I1.,1,��..,�,_;1,�,"I,,I.I'_,�'L;i I�,1,:�;rI��,r:q-_,J',I"1�I,I I,,1r r,�I_,,('',I.,-"�'�I-_1.-.I��-.�_T.-I;I!:I.1-'!1:.'..r��-,�1-,I�r�,_'�-I.�r '�,_;�'-�1.,',�`I,��,",-I�.�I1 rI,,.,r",1:,--1 I,,,1L,."��_'r.�'Ii,'-II r J.1I",,;1-,.,I'�,-�j 1�1Ni1-�r._l_��..,e't�11._',,�,,,-'I�":.�,I,�q I,,-:,_�.�'I�_�,I.,�-,1�'I�"-':r'I..*I,I.1,,_'`.�1-%L�.L-II.r,_�1I�_-I-_�"_I�:�I I,�_I,I,�1��'F,r A�I.,I��,-'LW��-'"I�,I1.I'1,1 L.I,,-;�%I::1��._r.:"�--'�, I�.��_�r,�,'.,,.:-I",,!.,'j I.,��1:;V�1.t�I�1��II-t��1_j�,I,TL1.�,A�:,L-,1��..-�'1,�' �II;I,�,,��%I I,�II',.,-�,.v�r',,,�I�,,�1�I"i��f";!�,1I.,1 j_��.��I,�,I�-I I r_,-I I I",+",,.,-.�-I)"�1_I'I,',,I Ie_i5,,I,��L�,,_L-I�-,,"1i_ 1,I�t t_.),L�".��1!��II!,�I:.,:'�L�-,^�,:,I��-1_.�1"I�I�`-�.-I�L��'1�,j1.I_1 _�w�,,;,'I,'1,�I.,.�L7�-0��--i:r i�r.�.�.,'.rI:,,.�'1��I-,,I1,�,-.��,".�I'_ �; '� j ,•I MIX ARAN II ANTISLIP PORCELAIN TILE I �, � The I Port Chester's everyday low price! GOLDEN MEAN I. � $2.891 sqft $44.10/bol GROUPLLc ' SKU.101021467 View Specifications r I " .1 Si7e:18 x 18 I . ,. Architectural Deig A : r : CALCULATE MY SQUARE FOOTAGE v FaciligtyConsult g ', Strate fc Plannin # i 4. f. I ' 1 ` Size Of Your Project: t ' '., ) .. - Y1 r Enter sqft Number of boxes 1 - d .. { Quantky of boxes #1 Mercia Lane 2nd Floor $ $ `N6 �r 7 * <, a r 1 $44•101box Greenwich, CT 06830 Y '. �". - i t)oy 1 5 7t',-:qtl I i ri=>,t?4 I�4.1 I+:i _, , 4 r '.3 " I ❑ Add 10%for contingency(Free in-store returns}Return Polic i) (203)410 5783 voice a "It Y . _- ? : ": ,t , . . 1.6180339867498948482045868343= rgmg@golden-mean.com I �'" W SHIPS IN 5-7 BUSINESS DAYS _;;" �c � `pv - JOB NAME: Nature Flagstone Jumbo Java Gray Honed Marble l � e� zx Ni ,, {. Peconic Landin , � I - Mosaic Tile 1'" � f ,- , °� -_- _ _ --- ter Pond U 114 � I '" Oys s B nit# g ViewSpecifcations v *4.9,22iRcv,��tis - 1500 Breaknock Road fs ,.r- .,._-,..,.., - . A: p.. ORDER SAMPLE+ _. I Greenport, NY 11944 I ', '.,`., '« , ;.' GET 5 SAMPLES FOR$5.SHIPS FREEIN 1-3 DAYS! , � f ,- k,, , I ieP 1', >t R I $139.34 per sheet(I0.76 sq.ft.) SCALE: DATE: 06/26/2024 L, $12.951 sq.ft. D WN FBRoted .W, '". lie .:...0 �,,,.-ri,,-, .--,,'�.Wr,Y�,t.-- ;,-..,..,,..«.�.. :..a..._.e ,...._4_ ., ....-m.,_ ....,,, .a._ .., RA BY: Project Number: 24-568 11 OPTIONS VievrCollection 1 See it here first: - -4 Building Permit: BID Docs: Use our ctlg tat toalsand nr+ng yo r protects to 4fc. _ s CONSTRUCTION DoC$: ,,- Review: 06/26/2024 £.4s 4. ` 1 Revision#1: 09/2412024 ® VIEW IN 360 ROOM , .� QUANTITY How much do I need 4 - ---- - -- __- .., ,.. . . . - VIEW INMYROOM Enter square footage Q enteo.beet amn+_mt r �15 _.�11td RY, r VIEW 3DTtLE m I a- 4r` I s $ ® SEE IT INSTALLED r Flat,Rate Shipping+365 Day Returns -1 k OF Sheet No.: A-1 02.0 7I DRAWING TITLE: Proposed Plan -- Product . Selections I I U �a d ,9L t N bo p C I I a A �+Ua U ,/ w u �,jV w V) : 1 I -d a 1 1 ." , t O O ,s; o, H 1 1 I I -301.0 When We Build,Let Us Think That We Build Forever... 11111111111111111 I I I OWNERSHIP AND USE OF DOCUMENTS © Copyright 2019 By Frank B.Ryan,Jr.AIA A� z _ a �?' r t` and � - , _ IIr _ _ -�" ��._._.��, _ I The Golden Mean Group,LLC r ` � y '_ �� 1( I I The drawings and all the ideas,arrangements,designs,and `� _ti. `' . u l ,I,a " T T; I' r' ,'"m� i ii a T r? Il r '=d m ''kl;, 7 Ir 1 ''y i:r plans indicated thereon or represented thereby lam_ -t � t 1 V }! ,.r I ( ,I ,II I' :I, ,I,l, 11 ll,j' lli! llll'(F ,I! II,I 1,Im�l la 1, !„ III!,III, f'II 'I', ;'I';' -ca- o l''I,l !I: II {1 �I I, � i JI II 1, . �'I IIIII a III l ''''I , I I Il,r' lI 'll l )I ;II!, are owned and remain the property of - - - - - - - - - - - - - - , , F - - - 1ih; { �i!, __;I ' I,, I II I {,, { I l 'I I ,I, _; - - 7 _ {III Frank B.Ryan,Jr.AIA Architect , } t 1 l l'' I „ 'i l I .I ,I 16 N i 1, 1 I,I, 1 �_, ,� 1 r - „ II, I"I' P9 I91 ;I III 1,I t�� 1;' I' i' I !� � ,I I { I I I, L' ,, �" I �1 'I'I y(L. ,III, 1 � ; ,IIII „. !I, and no part thereof shall be utilized b an Y`` l T' I�, ',, I� p !!I ! ('!:!,, `I�1'I II: �I,' I' �',!I II �i i,�I I,I I,I "I' EI,of p,i:ll,, I', ! Ih, j I �' In:� Y Y . �'�..3 ;, 'I 'i'p I^ II I 'j M,i :!'I: r +I,I ', , IU�I�,�! gill ,llj I'I III II: a �II :'� III-" ?, sl II ."I i tl '!I I. n 1 I ;'i"I I !I'', 1 i' person, firm,corporation,or entity for an ram_ _ p@pI!I":I',' I'I 1, 'I. fi II I„ 111 11 ' '',I I "'I','I 'I i'I II!'II Ti ll iY Y �.<.�" �, -tit _ L..---ram ` �I i,l"' !I r, ! ,'I:.I ! 6' I p :!"� ��'II I,.� I, !I : ! I'�A d I I ;,' �: t, i; I,I ; u ose whatsoever except with the ex ress - - , ''IIII 1 ;1 '!,!, „I III'' (, :' IIII � 'i P rpp Re-use Existing )yjj 1 I :,i I !l;j l i..' , II ,;;I'll l., I''. (,nGltl ! it I I fry - �h '. , ,'l III I II IL. III 'I I, ' : II I. ,' !I I.',L' ''B'I ! 'IL i, I�,.i �',y. I'i IIII l '.II !,t,,,' "II fG �,,,I ,i 'I It I!''' ,IIIII;' I', !' '';III; I,�I !, ,ICI!,,• I. I' writienconsentof • - - YI' - - IIIII .•I 'i �!. NI, II� �I I' P''',, I I '! 1 I 'III' �„b i',I D !�lui[ I I''I'�'l� d� Awning. - - - I, ej III, 1,7:: ! , I I I I :I PI I lr I!;. I rl' ! I „ ! 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L�vl;�!I. � �L+� � 1 :'I BIDDocs CONSTRUCTION Does: Review: 06/2612024 Revision#t: 09124/2024 1 i �cs.Rr,�,� j� t 40 ar .1 Project North ©F 2 Roof Plan -- Demolition Roof Plan ( ISheet 1/4 - 1 -0 SCALE. 1/4 - 1 -0 A 1 04.0 3 DRAWING TITLE: True North Roof Plan 1 U d ............ a7 When We Build,Lot Us Think That We Build Forever OWNERSHIP AND USE OF DOCUMENTS Copyright 2019 By Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC L'� J— The drawings '71111,0111 ..Wmlrq.Tmwl m 0'1-Plop' 111110 No .0 "1 7 7 777 and all the ideas,arrangements,designs,and or, plans indicated thereon or represented thereby MOW 0.", are owned and remain the property of .Ryan J and no part thereof shall be utilized by any 17, person, firm,corporation,or entity for any 4. purpose whatsoever,except with the express L i written consent of Frank B.Ryan,Jr.AIA and The Golden Mean Group,LLC. I I I I I J— r CONSULTANT: Ar 7' CONSULTANT: NOTES: 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,670,79 8 7.1 East Elevation — EXISTING The SCALE: 1/4" V-0" GOLDEN MEAN GROUPLLC Architectural De�ig i Facility Consulting Strategic Planning #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 :',_;i.1: ..!,,� .I. .: r- (203)410-5783 voice 1.618033988 9894848204586834365638117720309... 11777 "77 7 7 77179mm'"'m 771 raj <f.i gmg@goiden-mean.c 7, 77 J I I H 1 11 1 1 11 1 11 Peconic Landing Oyster Ponds B Unit#114 I J 1500 Breaknock Road I F ill i I Greenport, NY 11944 SCALE: As Noted DRAWN BY: FBR Project Number: 24-568 Building Permit: BID Docs: CONSTRUCTION Docs: Review: 06/2612024 Revision#1: 09/24/2024 R Ll I—I I I= F=-,Llr�=,Ll 7�=, ,Ll I—=.Ll Ll I I I HE I II EE I I I E I I =111=I I I EE I I I LF=, ' 'Llr�=,Ll r�=' 'Li I Li I Ll Ll r�=' ,Li 7�=,Li East Elevation — Proposed 1 Sheet No.: A-202 .01 SCALE: 1/4" 1'-101" DRAWING TITLE: Building Elevation -- East d I - -, �" '7'"'-:'�'��-'�-"�-'--�----"------ -,-�-,-"��,--�",-,------.�---,, ---�-,- .--"_,.,,,-'_ -___ -,----,""--�-�,-,----n�--",.,--"-.�",-��--,.�,�_,V', �,_,_ -1, I,4.__-, ,� -_____-,__ _,--.,-, - ____ _7_..__.�___"__.,__________,__,___'7t_,_____,__,, - __ I I . �4, " � Ax .. . l�, "I";1- � " = I I 1 I I , -1- . p"0 . 90 o.j I I " I I " - a I I 4, .,�� ; , , I � I , ,-I -_ : � " -,�.� I. �� : I ...I � �� ., ., : 11 " . ., - "", 4 6 . 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I - - - - N BY: I Project Number: 24-568 - � - I � - i = _> = : - I - 1 Building Permit: BID Docs: - i l 1�,1111111 1111 I I I I I 1 1 1-, --- r- CONSTRUCTION Docs: _- Review: 06126/2024 - � � I. -,-'--' '/,_.I .I-_ r_�g -,--,!IV ,1- - �� ,-.�,_ -- - - "" - I"-,- - � �/ - 3��, :�j, , �_Z�-- - - -S �7� , - - - _ r - �_ _ - L t�� - �_ - I :� �OZ=4-�� -_1- ,?�,�_-_ , � I-7 -�_ - -- ,4 � - _ � � I 11 _ _ I- __ - I - - - - - - - - I I-1 I I I I-I I I--, -, V&; - - - - - - _ _ - - - - - - --�_--___----- -11 I_- 1. --&V I I III - �- - - - - - - - - - - - - - - - - - - - - - _ I I I 1 40 - - 11= - - - _ 4 - - - - - - - - - - - - - - --I I- - - - - - - - - -- I -----I - - - - - - - = - - - - - ---- - - - - - - - - - - - - - - - 1i - -1 4 I I _ - . . . . I l . I - -- - - -- - - - =I :=I I - -�=_�E -- =I I :=I - - - - -- - - - - - - I 1=1 I =1 I I_=I I I= I 1=1 I I =I I I:- - E�I I i _1 I=I I I- __-: :-! I : : - - - -- - --- I __- __ =__ - � - ; � - - - -- -_ I I I I __I I I-I I I I I I -I I I-=---- I 1-=-I I I-- I I___:I I -1 I I---- 1 I=_7_:I 1 I----I I I--_ I I--I I I- I I I I I I- I I I 1: I I I I I I :1 I I - I i - I I Sheet No.: 7-202.0 DRAWING TITLE: Building Elevation -- . North North Elevation -- Proposed . 5 I I i 1\ .1 I J I 11 P. 3' � ;.�` '� I 4 ,� "�-,!�, /S � I �� I I r I __ � I I I I I 2SCALE: 1/4" = V-0" - I I 10 0 U 0 y 7w, 0 When We Build,Lot Us Think That We Build Forever.. OWNERSHIP AND USE OF DOCUMENTS C Copyright 2019 By Frank B.Ryan,Jr.AIA and he olden 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 pan thereof shall be utilized by any person, imn,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: -301.09 NOTES: ------------ 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987.. The GOLDEN MEAN GROUPLLC 7 Architectural Deiig,7 T Facility Consulting Strategic �JV'1 U J�u Level 2 91-811 --III�1__--_II1 �-:---III-I__-�I--II-i 'I--� --II;I___—�II_-w,�I l-.-!i�ti,-I--,�.�I;—�=I II!�,--I��---_---�--,!--,--_-:'I-�IIII e —I_—=——I ---II I1I II,——----I Ii—_—I I7 II1I I —_—I jI I—III II #1 Mercia Lane, 2nd Floor Greenwich, CT 06830 (203)410-5783 voice T i 1.618033988749894848204586834365638117720309... gmg@golden-mean.com H L==! - Level 1 JOB NAME: Grade Peconic Landing Off Oyster Ponds B--Unit#114 1500 Brea knock Road �-301.0� 3 Greenport, NY 11944 1_0� Footinci 3' 61' 06/26/2024 DATE: I SCALE: s ote FBR DRAWN BY: Project Number: 24-568 Building Permit: ocs: CONSTRUCTION Docs: Review: 06/26/2024 -A Revision#1: 09/24/2024 40 Section 3 Lon0tudinal Sectionl SCALE: 3/8" V-0" Sheet No.: A-301 .0 DRAWING TITLE: Building Sections T G h re OLDS ROUP •-' p O U ..7 a _.. - ... - 44 _- anew Roof =TOM atch - Existing. New Ridge Beam. Match existing w/ Birdmuth in -- =- ExistingRoof--- -., y When We Build,Let Us Think That We Build Forever.-. Existing Roof Framing to Remain.; Roof - --. —- Remove Roof Shingles where Roof _ _ : �✓ T '- Is Extended Over Existing.' ` Blocking 1 - I -- -- OWNERSHIP AND USE OF DOCUMENTS - - © Copyright 2019 Existing Ceiling By Framing. Frank B.Ryan,Jr.AIA Blocking �_. and New Ceiling The Golden Mean Group,LLC 1 Framing" l Level 2 Level 2 The drawings 9'-$11 — _— g-8�� and all the ideas,arrangements,designs,and plans indicated thereon or represented thereby - wow a d remain the property of • re owned an i Cut Back Joists ---- -- - -- -- - - -- Frank B.Ryan,Jr.AIA Architect 3 1 3/4"x 9 1/4"LVL Beam ( ) As Required. Provide New 2x6 Wall and no part thereof shall be utilized by any Joist Hangers. person, firm,corporation,or entity for any 9 -_ _-__-__. _ w/R-20 Batt Insulation purpose whatsoever,except with the express k 1/2 Plywood w/Tybek Franrkten consent of B.Ryan,Jr.AIA Finish Clapboard&Trim -- - To Match Existing. and The Golden Mean Group,LLC. CONSULTANT: r - - - - - CONSULTANT: Section 3 -- Longitudinal Section1 - Section 3 -- Longitudinal Section1 - _ NOTES: Callout 1 Callout 2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0,1,1,2,3,5,8,13,21,34,55,89,144,233,377,610,987... Re-used Window The i GOLDEN MEAN z GROUPLLC Architectural De�ig Facility Consulting Strategic Planning 8"Block Wall (Or Concrete) ,- w/Stone Veneer Each Side. `V t Existing Flooring. Bluestone Cap At Top. _ — - -- - - #1 Mercia Lane, 2nd Floor 1 Level 1 Level 1 - �—� — Level 1 — — —�- — — — — 8„ g„ Greenwich, CT 06830 ' Grade Grade ( J Grade (203)410 5783 voice — — — — off 1__V — — o Off 1.61803398874989484820458683436563811772 09 m ! -- j --- - - New Crawl l K�J 1 9m9@golden-mean.com - -- ! -- - Space ! - 1 - Create Opening In Existing ` p 9 g ! New Crawl JOB NAME: ,;- Foundation for Ventilation. - -- - -- Space _I 1 ,--____ 6 Concrete Slab � � 1 Spa - to I I ! - - � ---I -- -w/Mudset Stone Veneer. � PeCOnIC Landing I -- -- / Oyster Ponds B-Unit#114 New Foundation and Footing Match Existing. 1500 Breaknock Road - I - i - - - N Slab Existing Slab 1 Greenport NY 11944 New a xis ing S a � � 1 III DATE: 06/26/2024 ! Footin Footin I Footin „ DRAWN As Noted FBR --- - - - ! fi--— - -3'-T -3'-6" ! -3-6 24-568 Number: - - - Project b . Footing r Building Permit: - o -- ♦` Concrete Foo - ------ I And Re-Bar. --- -' ♦ BID Docs: r - 0 0 O - - - -- O O ♦0 CONSTRUCTION Docs. I - _ Review: 06/26/2024 I erosion •. __ —,__ _� R ' ' 0912412024 � I I 1 �, 161II - 1I fa.R �S► @k0' — ' _; ---� I --=-- '-'- ' ' -I � - I � I III � ; I � � ( J► � I -- 4F Section 3 -- Longitudinal Section 1 - Section 3 -- Longitudinal Section 1 - Section 3 -- Longitudinal Section 1 - Sheet No.: A-301 02 Callout 3 , Callout 4 DRAWING TITLE: 5 Callout 5 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" - 1'-0" Building Section Details I I �.. _ . .. _ - . m o M . -.I �\I��,I�::rI,r��III,.I,I II.I,,I.1,�I-�,I II r.��,,�-I r-�I�I�1,.,I"�I:.r��I.rI1�I�.;,I I'.I,-�;I,I�.I�LiI,.�I.r�L�,I I 1 ri.II�I,I1��,:IL I_.1 I1_��II,I�1.,I'I.,�_��.,:�.`I�:.I.��I IIrI��I:�.-rI I_11�.I�.1-rI."I--I_I,I�,II.,�i.I.,:I1,1,II��r:r I II.I-�I_.r..�I.II-...II,1,I'--L1..I,.1 I,�I��II��t I.�,1�:�L,�II�I1--�-Il_:��.�1I��'I,�I�I�-,7�-r,"I�I,,-,�`.",:�III�.:,4 1,I I1,I,.��I r.�r�r-1-�,I1"1*I�I11.'I ir_�L�_.II�,I.II,��1��I,:�.z.I I r.I�,I��r�1;��"I..I-I��1I�II�_1,I.I,,-I,�.,:7 I'-��:I,,I�:.:.I.I 1.,11r 1:-I�1 I_,'.�r I,,.?ir,'�!:,��rII��Ir,,I',-I�,I'-1,',"!r,,_r�,_,-�,.-,i,1..._.,,��,I,,__,��I,'-.1II I-I','�1�-,-.�II_�,��-,,�-"�1 I,',<'�,I�.1,.r�-_�"��",,,-,-It,-��,,"r,��I1--�..I,:1r1.�,,.I-.'.I.I1"z'-I1,-,,.,-I�.I,1:_,I.,�,-,�_.I_,I.�.--,1,,"I��'I1,i,,�.,'--_I,�.I�:,,_.I r�:1,�,I 7-��.,.; U , e r ; N IT At II ,14�0 ►7 Cj N ,�yi,, , 8 ,i/ � b4 V °N I I i U 0 ,I i"� s i m L ' w \\ \ // ��+ \ \\\ % / 4 './. \s . ''/ " ' / When We Build Let Us Think That We Build Forever... \ \ \, \ �i / `\ r \\ { W // / // "- i/ // / / r/ �' ✓: / %' j' OWNERSHIP AND USE OF DOCUMENTS \\ // '�/ © Co ri ht 2019 �\ / /' Frank B.Ryan,Jr.AIA / , / ' /- % and / :�. \, � _ /' � �. '/: �. // '� � � / The Golden Mean Grou ,LLC I"g,L'I-;4 I,�, �`:I-,,.,'�1,.1.�.�I-.�,-g *M- :��I"�,U,,1 ` , �' P / / / / 'i Thedrawin s / /� / / ' s and all the ideas,arrangements,designs,and ;.`P,�'S_-:,1�,��,..�,�1'N�",0I��I.��,�`�:�iI� I�-��.--.III1IIIi1:I.'1.-.—II gi�Il.".��,�-,I I g�,,-`I II 1 Z-S�I,�'�_��1��-,_E�1�,�.�,�'. 11E I��I�ft-,,:,;1-1..NI1I,��,�I,�..'1-1. , , / / / / % �-.. //% / ` �� - / ' '/ � / plans indicated thereon or represented thereb / r w i / / . a e o ned and remain the roe of /'" � P P dY !,.�1:�:1;�1;:r,��I��,�N_�1i� II Y` .. , /� /.,, / e Frank B.Ryan Jr.AIA Architect /./ / , - / / ./ and no art thereof shall be utilized b an P by any �� - / /' erson firm co oration orentit for an / �- / / // / j�/ ;;/// ,. ,: // / / , purpose whatsoever,except with the express „ / �/- C. i / / / ///". written consent of µ /' / / / / / s / / j/�// Frank B.Ryan,Jr.AIA = -/��, ' ./ / / / - / �; ®/ and __� /- / /� �/ / The Golden Mean Grou ,LLC. ;, ,,.- ,., 7. i // / / / % 'i .vim---" , fy r ,'rY i // / / / /� °,d / / /' / C NS LTAN / i ` / �. / / / /� o / / /� / .- / /% / CONSULTANT: / y / / / / / /. /. / / / a: / / � . / / / / / / / / / o // / - :/ / /. - NOTES:/ / / - : � / / - / / / / / / - / / / / / / / / / / / / - r < / / / /.: y / . 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I' w .. ,.., •-t.'I \� yr" _ ..+�y , P \ \ a \ �\ \ , . / \ Y \ �. `� �. \ \ I f" w I'- \, �4 \ \ ` �- r- j, /� �\ m of n- a �s �, de me n,com ! \ 1/ \ ti 9 9@9 \ i-` s I^ / \. \ i, \ �j,. ;a '.r .-,/ f I \ \ 4`n �, \ r P 4 7 ti sue' \, ti \ \ f�\ JOB NAME: � E' \ \ 1 I �<5 I C , l',- I /'„ 9`y .ice I: \ j 1 }} i\' -i�# =� Peconic Landin I I I" .� g l \d \ ! 1 K' •w. YI, ili a, { t , 0 ste Pond B- i # 4 b' ' - s -Unt 11 4, I Y y. p ,: \ 1: i s'. :I \ I \ F �\ 1\ 500 Breakno k`�. c Road .I \` �� \ \ \. , \ \ ; \� \ I1 � � Green ort` NY1144 4 \ �\ fi '� ` " \ \\ r _ w _ \ � x,l 3 i \\ ,,:,l�,l��..ri 1 r.,1-�,:-I��II,-II.1-,r N�1'�1'�,I-I1r�_..,,�I�,t..I�-,.�"1.,_,IIII1!,,��:II,��r II I,,.:�,�I,.�-r�!�,,_I'�.1�I��I'L,�[:`�"�"�"I�,rI,I,.,Jf:�1i,rI,,i��-',,�r'l I.,,,�,�,r.:-�I.,1�.,�-I��T,.,1 r_�I�1.',--:,1��7'r'�.. '�,_1,"Io,�,�;,:�,�:_�,.,.�A,I�I,I"-"�.'�I.I-.��1_,1I�r�!r-�.,I.rI�-r��..�-�.,-�-,.I,�,,.-",',.�,.�.-,',-,-",�1"'-I,�I�.1.-_,',I..-!I"_-I�I'-,>�,�.r,,��r;,,�II�,1_�,��,-,:,'I�I,I,;,-1r'II��:I___L�.,,4",,1�,_"'I,1-J�Ir_-,'�:,-;:,-I,I,":�II-�.1,I--,,�I�,�,-,�_�1.:'�,.I-"�I1��,I,��,I,,.��I.,,-I_I,,,",�I-I'�,�_4I_.r-,—.",-,,'�_1-.'�<-,�r1�.I�,I.�I,i_,1I"1'i,1:"1 I l,�I".-r��.I4,,I,,,"�":�e.r�Ii�,�,I rr—_1,L-L�':",,1'�,.,�",,l1I��II,I I�,�lr,��::.�,,,-I-,,1,�J,�..,�,.—,_1*'�I,-,-1.��,,.--.,,.��,r 1 1'4,�`I�'rL-,��',,I�,Ir,,-��-I,L,,,.�r`�,�,�I�I-,I-r,,.r._-`,� i r " , 4\ \' ,\`• r'c DATE: 06/26/2024 \ �; \: \' � \ i ,i SCALE: As Noted }` ` ,-. `' \ \, 4 ; DRAWN BY: FBR ``° .: \ y \ -,,'\ \ �°1 Project Number. 24-568 \ � \ \\,� i Building Permit: k. \ "`\ tit ,•` i t BID Docs: r ^- \ , •, ` CONSTRUCTIONDocs: Review: 06I2612024 w I a, _ /;� ! a'\ `` \. i Revision#1: 06/2612024 1' \ } \ \ "� \ . . �tv 'Ate► ` \ ., '0 . \ . `\. ,_r"�—��_'.-�,",,I,'_�I-I�I,-_I��:I,.,�_"��,,,�I�,,I-,_.-�I"�1,,,,�,1.�-.'I.I-I__I,"-I,��I__,�,'��..,-1-,�,LI r,-�,_-_1_,_I.��.,"-��,�1 Q.-�.1�,�,I,-,�:,�,i,:�I I..I1,',,.-,II.,�:.I-,,�r. ti `: 9�F r �-._ _ ,: .. _ < .�w- , Sheet No.: A-9 01 .0 6 1 3 D -- Model View Pro pose DRAWING TITLE: SCALE: 3D View -- Model _ Proposed 8