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TOWN OF SOUTHOLD f BUILDING DEPARTMENT SOUTHOLD IVY N a. y BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF: APPROVED PLANS AND SPE CI FICATI C� S Permit#: 52935 UNTIL FULL COMPLETION N OF THE WORK AUTH CJ RIZED) Permission is hereby granted to: Date: 05/pi/202 6 ADWC LLC 300 Saint James Pi#1 Brooklyn, NY lit" 8 To: Construct additions and alterations to an ex'a �sting single family dwelling as a lied for approval. *Certification was provided that project per SCHD p �ectshall not be deemed a de olition Premises Located at: m 1095 Seventh St, Greenport, NY 11944 SCTM#4$,-2-42 Pursuant to application dated 03 30 2 / / 026 and a pproved b the . To expire on 04 ,gyp � Y e B ur I d�ng Inspector. Contractors: required Inspections: Fees: Single Family Dwelling- Addition& - CD Single Tamil Dwelling- Alteration $�,556.sD Y lling-Addition/Alteration $100.00 Total $2&16.50 ding inspector i'' TOWN OF SOUT HOLD--BUILDIN+G DEPARTMENT p Town Hall Annex 54375 Main.Road P. U. Box 1179 Southold,NY 11971-0959 �w Telephone(631) 765-1802 Fax (631) 7d5-9502sou"' �o - y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only u PERMIT NO5 Building Inspector 30T N Applications and forams must be filled but in their entirety.Incomplete r _Aq, ;.ew 6 of -m ' 8e °"^' ^•....a applications will not be accepted. where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:ADUJC, LLC SCTM#1000-48-2-42 Project Address: 1095 7th Avenue, Greenport NY 111944 Phone#: Email: Mailing Address. CONTACT PERSON: Name:Patricia C. Moore Mailing Address:51020 Main Road, Southold NY 11971 Phone#:031-705-4330 Email:pcmoore@mooreattys.com [DESIGN PROFESSIONAL INFORMATION: Name:Sabbeth Projects, Andrew Pennacchia Mailing Address:331 Greenwich Street, Floor 2 New York, New York 10013 Phone#:031 .902.7010 Email:andrew sabbethprojects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email DESCRIPTION OF PROPOSED CONSTRUCTION 10'NewStructure 'Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $177,000.00 Will the lot be re-graded? RYes ❑No will excess fill be removed from premises? WYes ❑No t PROPERTY INFORMATION I Existing use of property:Single Fam ily Dwel ling Intended use of property:Single Family Dwelling w Detached Garage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4 0 this property? F_1Yes ❑No IF YES, PROVIDE A COPY. El Check Box After Reading.' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n, rn ej- a n, ia C. Moore ®Authorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF Patricia C. Moore being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Atto r n ey (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 day of 20 nV IF Notary Public V_ MADISON MESSINA ''YORK'OTARy BLIC,STM OF WW PROPERTY OWNER AUTI IORIZATION Fig 1 U5 (Where the applicant is not the owner) co Charles Willis Managing Member of ADUJC LLC residing at 300 fit. James P lace #1 B roo klyn N Y 1 1 238 do hereby authorize Patricia C. Moore to apply on my behalf to th Town of Sol 1'' old Building Department for approval as described herein., 07 Owner's Signature Date Print Owner's Name 2 'W TM R,E,,.)check Ob Compliance Certfficate Project Information Project Title: Charles Willis-2095 7th Street,Greenport,NY 11944 Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Greenport,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 5865 ft2 Glazing Area: 23% Climate Zane: 4a(5572 HDD) Project No: 1833755 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 1095 7th Street Greenport,New York 11944 Project Notes*. Energy Credits Description Credits R408.2.2(10): High Performance Heat pump with electric resistance backup(Option 1) 12.0 R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6.0 R408.2.8 Demand responsive thermostat 1.0 Report Title: Charies Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 1 of 14 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req, Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Flat Roof:Flat Ceiling or 1333 49.0 0.0 0.026 0.026 35 35 Scissor Truss Sealed Attic:Cathedral 1243 49.0 0.0 0.022 0.026 27 32 Ceiling Vaulted Ceiling:Cathedral 220 49.0 0.0 0.022 0.026 5 6 Ceiling Crawl Walls:Solid Concrete 104 0.0 17.5 0.048 0.055 3 3 or Masonry Wall height:3.70 Depth below grade:6.40 Insulation depth:3.70' Exterior Walls:Wood 4456 24.5 3.0 0.044 0.045 152 156 Frame,16"o.c. Windows:Vinyl Frame 974 0.290 0.270 282 263 SHGC:0.3 Front Door:Solid Door 20 0.200 0.270 4 5 (under 50%glazing) Basement Walls:Solid 1296 17.5 0.0 0.044 0.050 55 62 Concrete or Masonry Wall height:8.70 Insulation depth:8.70' Insulation position: Integral Insulation Window:Vinyl Frame 47 0.290 0.270 14 13 SHGC:0.3 Basement Walls 2: Solid 1080 17.5 0.0 0.046 0.050 50 54 Concrete or Masonry Wall height:7.50 Insulation depth:7.50' Insulation position: Integral Insulation The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in RESchock-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Faud - HERS Rater 02-24-2026 - Name -Title Signature Date Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 2 of 14 Inspection Checktist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements: 96%were addressed directly in the RESCheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review Section Plans Field Verified Verified &Req.11) Pre-inspection/Plan Review Value value Complies? Comments/Assumptions 105.1, Construction drawings and Complies 105.2 documentation demonstrate [PR1]1 ener.Y'clo'de compliance far the Does Not wild�?'ngenve)Qpe.Thermal Morn ply envelope,air barriers,,energy 1 n Not credits,re newa bi e energy, Ubservable i Ibla tte,!ry,storage,solar Bread Not systerfis and e6erg y cornpl"Lnce A— pa,th represented on pplicable construction doturnents,. 105.1, construction drawings and Complies 105.2, documentation demonstrate Does Not 403.8 energ,y code comp tiance,for Pom ply [PR311 lighting and mechanical Systems.Syst&ns serving, Not multiple dwelling units must Pservable demonstrate compliance with the IECC Commercial Provisions. ❑Not p plicable Heating: 0 Complies 302.1F HeatinT and coolm e',ClUi ment '11eating: Btuffir 403.7 i� perACCA Panuaps, Btu/hr [PR2]1 based on loads,catculatedper Does Not ACCA Manual! or,oth amply er methods, approved e,code official. Cooling: Cooling: Not Btu/fir, 8 tulh r 9servable Not applicable Additional Comments/Assumptions: .... ............ High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: Charies Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 3 of 14 Foundation Inspection se,cti4n Plans, 'Ve,rffie,d Verift.,d Req.10 Fou,ndatlo,n to tionf VaJue I VaIuJa C'O M-Plies? Comments/Assum,ptions i 303.2 Conditioned basement wall 0 corn'PlIes [FO511 insulation Installed per manufactorer's instructions. Dees Not UOM, Ply Not bservable Not O,plicable 402.2.11 Unvented crawl space wall C3 Complies See the Envelope [FO10]1 insulation is secured to the wall JJ n I n. Does Not Assemblies table for downward from sill plate to top Porriply values of foundation wall footing. QNiot .).servable ,PNot pplacable 303.2 Unvented crawls pace wall 01 Complies [FO811 insulation installed per D oes,,Not manufacturer's instructions. Pamp[y` 6Not 1servable ONot pplicable, 403.8 Systems,serving multiple 0 Complies, E toption:Requirement (F1911,2 dW,elfing units comply with isCapplicable. No Sections C403 and C404 of the Does t commercial code. 206m,ply Not servable Not pplicable 403.9.1 lea tinx;systems installed for 0 Complies (F192P outdoor heating are radiant 0 Systerns controlled by Does Not occupancy sensing or timer COMM switch. O�sety Not able, ...........)Not XP,plicable Snow and ice-melting system compties, Exceptiom Requirement 4019,10 4,01.930, controls installed to shut off 1 Q Does Not is riot applicable. 403.9.4 system n when pavement, 0 ["'F192' "12 temperatur*>,50F and no onlply precipitation or automatic /PNot controls to,shut off the s stem y Oservable when outdoor temperature> Not 40F. Qpphlcable ,303.2.1 A protective covering is, complies [FO11`12 installed to Protect exPosed exterior insulation extends does Not a minimum of 6 in.below grade. Porriply 9Not 1servable Not A70pficable 402.2. ft 9 Conditioned basement wall OCOMPli es See the Envelope [F06]1 insulated in accordance with Does Not Assemblies table,for Table R402.1.3 with insulation values de th the minimum of 10 ft Porriply below grade or to the basement Not floor. serva,ble Not 'p,plica blue , ............. .... .......... -—---............................... Report Title: Charles Willis-1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 4 of 14 'Section, Plans Field' Velrfflod ReI Nwndatioo 1Aspection Value V�arl COM,plies? C*,*menIts,/Ass-um,ptjOn ......... ............. 0 MINIM--------------------- 0 WW 01I I .21,1 Unvented crawl space wall e comp'lleS Se the Envelope [F07'j1 insulation R-value. Does Not AsvnbWes.I tatife for valOes comply 'Iservable QNot I Pplicable 402.2.11. Unvented crawl space: Complies [F0911 continuous vapor reta,rder i Does Not Installed over,exposed earth, �O joints overlapped by 6,in.and '5 M P'l y seal:ed,extending at least,6 in' ' Not up and attached to the,wall, I servable ]Not P-1 p 1,It a b]e Additional Corhments/Assumptions: 1 High Impact(Tier 1) 2 1 M act(Ter 2) Mled'u I '1 3 j Low Impa,I(Tier 3), ........... Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 5 of 14 Framing / RoughmInInspection Section Plans f1eld',, V464,ftdl Fr6inIng/Roy9lb-In, Vorified 6i Req3D IlMoectfon valoo Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration 0 Complies [FR411 products are determined in Does accordance with the NFRC test Pom ply Not procedure or taken from the default table. Not Rservable �plicable Not 1402.5.1.1 'Air barrier and thermal barrier 0 Complies I[FR231) installed per manufacturer's Does Not instructions. Pomply PNot s e ry a b I e PNat plicable ......... 402.5.3 Fenestration that is not site built 0 Complies [FR20]1 is listed and labeled as meeting Does Not AAMA/WDMA/CSA ,10,I/L5,2/A`440 or has infiltration C-Om ply rates, per NFRC 400 that do not Not exceed code limits. Rservable Not Pplicable 402.5.4 IC-rated recessed lighting Complies [FR16]2 fixtures sealed at Does Not housing/interior finish and [�]labeled to indicate<2.0 cfm imply leakage at 75 Pa. P Not servable Not Xpplicable �O3,4 HVAC piping conveying fluids ............. C:)Complies [FR17]12 above 105 piping or chilled fluids Rf Does Not below 55 QF are insulated to;;-R- PO 3. mply QNot servable PpNot plicable ,403.6 Automatic or gravity dampers 0 Complies [FR19]2 are installed on all outdoor air Does Not intakes and exhausts for mechanical ventilation systems. Comply Not Observable PNot plicable 403.6.1 Ventilation systems in climate Complies [FR30]2 zone 6 shall utilize heat or Does Not energy recovery with balanced ventilation and a sensible Pomply recovery efficiency(SRE)>- Not 65%at 32 F. Pservable Not pp licable 403.3.3 supply and return ducts in attics C Exc* flon:Ducts located Complies d insu a e >=R-8 where duct is lNetely inside the [FR1211 Does Not >=3 inches in diameter and amply building envelope. >-R-6 where<3 inches. 17 Not Observable Not pplicable ............. ........... ...... ....... ...... ........ Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 6 of 14 Field lFraming/Rolugbin Verified wriftdi &Req.10 11"Spectibn 'Valtie! Witte Complies? Comments/Assumptions 403-3.6 Ducts,air handlers and filter 0 Complies [FR13]1, boxes are sealed with �" Does Not joints/seams compliant with International Mechanical Code omply or International Residential Not Code,as applicable. Observable [�]Not applicable 403.4.1 Protection of insulation on HVAC 0 Complies [FR24]1 piping. Does Not Pomply PNot servable PNot pplicable 403.5.2 1 Hot water pipes are insulated to Complies R (FR1,812 I inch of insulation. Does Not Pomply QNot servable PNot plicable ,4 5,02.5. 1 Air-sealed electrical and []Complies [FR2912, communication boxes installed In the th ermal boundbry,of the P mply Does Not envelope sea led to limit'air leakage between conditioned [QNot ancl unconditioned spaces. servable Not Xpplivable 403.3.1 Duct systems are design and 0 Complies [FR12]1 sized in accordance with ACCA Manual D based on HVAC sizing [`�Does Not omply calculations in R403.7.Duct systems serving multiple Not dwelling units is sized in 0 Gbservable accordance with ASHRAE Ha Notndbook of Fundamentals, P p ACCA Manual D or an e uivalent plicableq methodology. 1403.3 Duct systems are design and C:)Complies [FR31]1 sized in accordance with ACCA P Does Not Manti,acl D.Duct systems,serving mply multiple dwelling units,is sized in accordance with,,ASHRAE n Not Handbook of Fundamentals, Mservable ACCA Manual D or an equivalent Not methodology. Ppplicable 1402.1, Door U-factor. U Complies See the Envetope 402.4.4 J, Assemblies table for [FR1]1 PomplyDoes Not values RNot ervaable PNot pplicable ............. i 4021, Glazing U-factor(area-weighted Complies See the Envelope 402.4.10 avera&). U Does Not Assemblies table thr 402.43, 402,6 Pomply values [FR2]1 Not Rervable n Not r0plicable Additional Comments/Assumptions: Report Title: Charles Willis-1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 7 of 14 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low ImPact(Tier 3) Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 8 of 14 Insulation Inspection Section P ve verified &,Req.10, InsuitAtion;Ins tin vatuo 'Value, complies? Cornt"ents/Assurnptions 303.1, All installed insulation is labeled 0 complies [IN1312' or the installed R-values P Does Not provided. m ply QNot servable Not pplicable 1303.2 Wall insulation is installed per 0 Complies [IN4]1 manufacturer's instructions. Does Not Pomply �P Not observable Not Xpplicable 402.1, Wall insulation R-value.If this is i E)Complies See the Envelope 402.2.6, a mass wall with at least 1/2of I P Does Not Assemblies"table,for 402.2.7 the wall insulation on the wall 0 Wood 0 Wood omply values [IN3]1 exterior,the exterior insulation 0 Mass Mass requirement applies(FRIO). QNot D Steel 0 Steel servable 0 Not pplicable 1402.2.3, Wood attic knee walls or roof C]Complies Exception:Requirement 402.2.3.1 trusses separating conditiontd Does Not is not applicable. [IN14]1 space from uncond,JtJoned,attic 0 mply space co m ply with the P insulation requirements.,In Table i RNot R402.1.3.Attic knee walls servable contain an air barrier between the conditioned and n Not unconditioned space. )Vpplicable Additional Comments/Assumptions: ............ ....................... 1 Fl! h Im act(Tier 1) 2 Medium Impact(Tier 2) 311111� Low Impact(Tier 3) Report Title: Charles Willis-1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 9 of 14 Final Inspection Provisions tectlo'n Plans I Fletil Verifled "# Ve Irl"etl es?, wtlb F'16al Iftsoerction P irbVi VAJue sloas , value C'OMPU Comments/Ass;u',ni ns 303.1.1.1, Ceilin insulation installed per 0 Complies 303.2 manufacturers' instructions. Does Not [F1211 Blown insulation marked every 300 ft2., Pomply Not servable Not pplicable ........... 3013 Manufacturer manuals for 0 Complies [I'll"813 mechanical and water heating Does Not systems have been provided. pomply PNot servable 0 Not pplicable 4011.2 I-leat pump supplementary 0 Complies W11012 heat controls to prevent' Does Not sup,plemental heat when heat 0 om ru rn p corn p ressor,can serve ply QNot he heating load., serva ble opNot plicable ------------ 403.2 Hot water boilers have 1 0 Complies automatic setback control to loweroutdoor boiler water InDoes Not complytemperature based on outdoor temperature,indoor 10 Not temperature or water Observable temperature sensing. Not Pplicable ............ 403.3.6.1 Air han'dler leakage designated 0 Complies [F12411 by manufacturer at<=21/10 of Does Not design air now. Pomply Not Observable 0 Not p plicable 1403.3.7 Ducts are,pressure tested in 0 Complies [F12711 accordance with AN EI/RESN ET/ICC 380 or cfM/100 ft2 cfM1100 ft2 Does Not ASTME1554 to determine air Pomply leakage with either:Rough-in Not Total leakage measured test:T observable with a ressu—re differential of Not 0-1 inc w.g.across thesystem includi'n the manvfacturer's, I Ppplicable air handy enclos,ure,If I installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1inch W,,g,,across the,entire systern includiinithe manufacturer's, air,hander enclosure. 403.3.8 Duct tiqhtness test result of C)Complies [F14]1 <=4 cfm/100 fl:2 across the system or<=3 cfm/100 f(2 CfM/100 ft2 Cfm/100 ft2 Does Not V;Ithout air handler(c Does P 2 5 Pa,, Duct tightness<=8 cfm/100 Not ft2 for,ducts within thermal Rservable envelope.For rough-in tests, Not verification may need to occur during Framing Inspection. 1 pplicable � 4015. Circulating rculating have hot water, Complies [Fill)" systerris have autornatic or, accessible manual controls, Does Not Comply QN at servable Not plicable rp ............................... ......— .......... ......... ......... Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 10 of 14 sectiloit 1pfans Flelld., VeIr"10,1161d Verified KWID 11FInall Ins; on Provis 'WOU101111 'Value co,M�Pfies? Comnlents/Assumptio'ns, 0ons 4015.1.1-1 Demand recirculation water C)Complies [F13212systems have automatic controls to start pump when Does Not hot water is requested. Pom ply RNot servable Not pplicable 403.5.1.1 Heated water circulation 0 Complies [F128]2 Systefrishave,a circulation I P Does Not pump.The system retorn pipe 0 is a dedicated return pipe or a mply cold water supply pipe.Gravity Not -syphon,circulation and thermos servable S, stems are not present. bl'rttrols for circtilating hot Not water system pumps start the Opplicable pump,with signal(brhot water rn deand witi�i'i,,n,the occ,u,pair'i,c:y, Controls automatically ttArn off 'the pv'rnp,when water is in circulation loop is at,set-point temperature,and no deniand for hot water ex.ists. 403.5.1.2 Electric heattracesystem' s, Complies ExCep'tion:Requirement is not applicable. [F129]2 comply,with 1EEE 515-1 or UL P Does Not 5�,15.Controls automatically 0 mply adjust the energy input to the heat Itr'a c'in"g to rn a Inta in the RNot desire d wafer"temperature In, servable the piping,, Not pPlicable 403.5.3 Drain water heat recovery Complies Exception:Requirement [F131]2 units tested in accordance with is not applicable. CSA B55.1.Potable water-side P Does Not 0 ressure,loss,of drain water omply V units<3 psi for Peat reco e I I I nNat individua ts co Observable '17, connected to one or two showers.Potable water-side pressure loss ofPplicableNot drain water heat recovery units <2 psi for individual units connected to three or more showers. 401.3 Compliance certificate posted Complies [F17]2 with building specifications, Does Not compliance path, R408 energy creditso results and solar ready amplyzone if prov'GIded. P Not servable PNot plicable II 403.6.2 All mechanical ventilation Complies [F125]2 system tans not part,of tested Does Not and listed HVAC equipm,'ent meet efficacy and air flow Pomply "t's per able e R40 1.6 2,I'm Not servable Not Xpplicable 403.6.3 Mechanical ventilation systems n complies [F133]2 tested and verified to meet the minimum flow rates required Does Not Po m ply by Section R403.6. RNot servable XNot pplica ble 403 Intermittent exhaust for Complies ,[F)341 bathrooms/toilet rooms has n Does Not automatic control,occupant comply sensor control,humidity control or contaminant control. Not Qservable PNot opplicable ................. ............. Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 11 of 14 Section Plans Field Verified Verified Req.ID I Final Inspection Provisions Value Value Complies? Comments/Assumptions 11111000 NOW 403.7.1 Electric resistance heating total Complies capacity for dwelling Otl% [F1611 g u ni sleeping units and occupanices Does Not e building,<=2.0 kW,,, In tb Pomply 9Not servable PNot plicable 402.1, Ceiling insulation R-value. R -------- 0 Complies See the Envelope 402.2.1 Not 10' Does Assemblies table for 1402.2.2, E)Wood Wood comply 402.2.7 [Fll]l 0 Steel 0 Steel Not 9servable PNot Dpplicable 403.13, Gas fireplaces eqqipped with Complies 403.13.1 i on- replaces pilotAntermittent P does Not [F135]3 ignition,or interrupted ignition. 0 01replace,effi,cienic >56%in, mply 'SA P.A.1 Observable accordianc, P!" Not p plicable 404.1 100%of permanent fixtures 1"0 Complies [F16]1 have high efficacy lamps. 1 Does Not Pom ply Not Observable Not applicable 404.1.2 Exterior lighting power is below E)Complies (F13513 the allowable wattage in Table Does Not R404.1. P omply Not Observable ONot pplicable ......................... 1404.1.5 Fuel gas lighting systems have Complies [F123]3 no continuous pilot light. I'PDoes Not O m ply QNot servable Not pplicable 404.2.1, Permanent interior lightin(3 E)Complies 404.2.2 shall be controlled with either a Does Not [F136]3 manual dimmer,occupancy sensor or auto shut off control Pomply based on occupancy built with l Not manual override. Observable M Not Xpplicable 4043 Exterior lightin >=30 watts Complies 1[F13713 shall have the following Does Not controls:manual on/off switch Comply with automatic shut-off, automatic shut-off in daylight Not hours,and controls that 'servable override automatic shutoff that returns to automatic control Not within 24 hours. Applicable 1404,4 Where renewable energy 0 Complies 1[F136]3 generation equ mentis installed,i Tattestation for Does Not renewable energy credits Pm ply (RECs)or energy attributable Not certificates(EACs)associated P servable with the renewable energy 0 Not used for compliance are provided to the code official. Applicable . ..................... .......... .......... ........................ ....................... Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 12 of 14 Section Plans Field Verlifted Verified &Req.111) Final Inspection Provisions Value Value Complies? Cornments/Assumptions i 402.2.4 Vented attics with air 1 Complies Exception:Requirement [F122]2 permeable insulation include Is not applicable. baffle adjacent to soffit and I Does Not eave vents that extends over amply insulation. Not CSbservable Not p plicable 408.2.3(2) Gas-fired instantaneous water C]Complies (b)[F162]1 heater efficiency>—0.95 UEF P Does Not for additional efficiency credit mply Not servable Not p plicable 402.5.1.3 Blower door test @ 50 Pa. ACH 50= ACH 50= Complies [FI17]1 <=3.0 ACH50 in Climate Zones 4-5 and<=2.5 ACH50 in Does Not Climate Zones 6. Pomply 9 Not servable OpNot plicable 408.2.8 Thermostats,contro Hing ❑Complies [FI82]1 primary heattinT. /cOofinb I Does Not provided with ernand Comply,responSive control In aCcordaince witb,'Section, Not R408.2.8 for additional Pservable efficiency credit 'P Not pplicable 402.3 Radiant barriers comply with Complies See the Envelope [F143]2 ASTM C1313/C1313M and are R, R= D Not Assemblies table for installed in accordance with 0 Wood 0 Wood values ASTIVI C1743 C1 Steel Steel Pomplyoes Not Observable Not pplicable 403.1.1 Programmable thermostats l Complies [Fl9]2 installed for control of primary Does Not heating and cooling systems and initia lly set by Pom ply manofacturer to code Not specifications. Wservabie ONot pplicable Additional Comments/Assumptions: 1 HiahjmpaP. ct(Tier 1) 13 2 .1 Medium Impact(Tier 2) Low Impact(Tier 3) Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 13 of 14 2025 Energy ICI Conservation Construction Code of' New York, State Energy Efficiency Certi filicate ....................................... Insulation Rating R-Value ..............."I'll, ..........- Above-Grade Wall 27.50 Below-Grade Wall 17.50 Floor 0.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): ............... ................ ......... 77777 777 U-Factor SHGC Glass & Door Rat Window 0.29 0.30 Door 0.20 Skylight 0.00 Heat nq & Cooling E n-tt Efficiem; ..................................................... ....................q_qipme ............................... Heating System: Cooling System: Water Heater: �,Signature Name: Date,: Comments: Report Title: Charles Willis- 1095 7th Street, Greenport, NY 11944 Report Date: 2/24/26, 11:42 AM 14 of 14 GENERALNOTES: ' i 1.ANY DESIGN CHANGES TO SCDHS APPROVED PLANS MUST BE REVIEWED TAX LOT to ` Pf0 MAP LOT 58 ` HORIZONTALDISTANcE Y LEAGHMIG I.AS t z BY DESIGN PROFESSIONAL AND RE-PERMITTED THROUGH SCDHS PRIOR TO NfF Tjt SEP'- FROM: TANK IFORGE MAIN i CONSTRUCTION. LOTT&DUNNE ' 5 FT &FF- S FT-..... SINGLE FAMILY. TAX LOT 17 �T-N _ 2.CONTRACTOR TO VERIFY ALL EXISTING PLUMBING AND IN VERT ELEVATION EXISTING MAP LOTS 51&52 �, F PRIVATE � '- DiLandro PRIOR TO THE COMMENCEMENT OF CONSTRUCTION,ANY DISCREPANCIES ELECTRIC LINE TO BE NfF SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. REMOVED MINTS ' Andrews' 3.INSTALLATION OF PUBLIC SEWER LINE TO BE DONE PER THE VILLAGE OF SINGLE FAMILY, TAX MAP LOT 53 cRAvuLsaacE WINDOW Ito FT! to FT s FT GREENPORTS SEWER DISTRICT CODE AND STANDARDS PUBLIC WATER NfF TT I TAX LOT 19 '� _PROPOSED WATER LINE FOR MIMS$ _ _ T_ _ -I I 5 - IS County Rd.3a FT 9 n NfF '3 - 8'0 DRYVYELL GARAGE Wt OUTDOOR SHOWER WELCH - ,�,=s I� -- -ER -� ___ t�` e 1 Q ZENEL& ra W EAST IRON OPEN GRATE o V ' 'Suite € PROPOSED _ VACANT LOT 1 _ '� `;s 5 FT I S F7. 5 FT. Southampton,N.Y.11968 I t GA�INDO o FT_ s Office/Fax(631}258-345 t I g T .yy A T� €� t p �^ SINGLE FAMILY, W F .Y .1 -__OFT ' [ SUT�OLKCOUNTY D DEPARTMENT F Fff�'�`,ALTH SERVICES PUBLIC WATER � - � �'t,1 certificate No p _ � � 0019523 _ }� PFofessionalSeal S82 46 1{}E' fl QQ, _, PROPOSED FOOL 010 CONCRETE REYAINtNG 10 FT:! 18 FT. 5 FT, i A a� t� 4as >amm. EQUIPMENT AREA _ N ` a { PERMIT niI I Y �y _ OUT DOOR SHOWER- PROPOSED 20 FT.$ 2(}FT. i 5 FT, ' SINGLE a'aItti ONLY UNQI R ROUNDA i 'f; - - -. - - �I SET ON GRAVEL,NO DRAIN, is - _.-__ ELECTRIC LINE a SB2`46`1(l"E I PROPOSED (Al C ' R-24-1227 `- T r - GARAGEDWELLING _>_ .. 4 [ i TAX LOT 3 _ TT�; 1T-yy ' DWELLING NfF T Ila� _, £a . TAX LOT 40FEUSINGLERrAMILY, tq* C ri NfF - I �" '- -- PUBLIC WATER APPROVED -�� - CHAO& £� '� a t �> NGLE FAMILY, _'$ RRPATOIOD7- ,,NAVARRO ' FOR I'- I�UI�I�NIA BEDROOMS PUBLIC WATER E ( --_ s a I :' I ____--- PROPOSED t _� °,� "� PROPOSED �.-� i STORY F_ IRE THREE YEARS FROM DATE OF APPROVAL a _-«' �_,_ ,.,� € POOL q POOL HOUSE .... �T _ =� I0'x40' F,F,EL.14.7 I t = I € T T 2 a L i �,€;6 1� e I I IMR N/F ' - �` Of 1 i E. - SINGLE FAMILY, A. KALIN a PARCEL INFORMATION: -.. lk --_ _ Hey-.: PROPOSED 8'fd DRYWELL I 4- - <_ s C4 PUBLIC WATER I PROPERTY Call 31) 5-51 , hoursin �� � � ..-- `- __ sL Q _ TOWN OF SOUTHOLD a PATIO advance,to schedule inspections}. _ SUFFOLK COUNTY,NEW YORK TAX LOT 41 I I LOT AREA:19,166 Fro TAYLOR TO BE REMOVED A € W i 0440 ACRES SINGLE FAMILY, W n g PROPOSED� :_ �_ = PUBLIC WATER - } ".__U? =-p;. 2 STORY I 1 Z I � �� DWELLING � g �PIS ON�VE�P BY- °z p F.F.EL 14..6 N I pa p _ F Pre red B EXISTING WATER LINE TO ,._. a I . - -.. - __ -------- REROUTED TAX LOT l q TO PROPOSED ADDMC* 1--r _..- t E E �_,, - = NfF F.Michael Hemmer,LS,P.C. . _ 2/5/2026 _ = TONSME & �� r a Professional Surveying 5eivices LAUiE FAMILY, n ;. € SINGLE FAMILY, W I I � � - PUBLIC WATER W g PQ eox 1328,sag Harbor,Now York 11%3 316t2028 I t tJ— W t631a 72satssExp1I s s I SURVEYED:3125/2024 l x I = F REVISED:6t2&t2024 a 2' 10".V 150.1 150.00'' 2; SANITARY TI_SYSTM4 TOTAL NUMBER OF BEDROOMS:5 q LET. CI-So 00 t', _ I I SEWER CONNECTION PROPOSED 4"PVC SEWER MANHOLE(iYP.) F S=3'PER FT. -T 4. _ aT€ ,1 I € 6 L SY t N T%MON curs TOTAL NUMBER OF BEDROOMS:0SEWER EV3TOOG MAIN LINNET CONNECT�RES�IDENTtAL LATERAL 3 as CONNECT SEWER LINE TO MAIN HOUSE �yy ! ASPHALT D 00 NOTE: �. _ - APPROXIMATE LOCATION OF �- -EXISTING SEPTIC TO BE REMOVED, �`� I NEIGHBORING PROPERTIES WITHIN 150'ARE IMPROVED AND EXISTING SEWER MAIN;VERIFY z F TAX LOT€; TAX LOT 13 PIPE DIAMETER&CONFIRM [ I SERVICED BY PUBLIC WATER, TAX LOT it.t _ NfF NfF SADDLE SIZE IN FIELD SMITH KIMMEI `€ NYCELEX btt CORD C> SINGLE FAMILY, - SINGLE FAMILY, _ SINGLE FAMILY, PUBLIC WATER € PUBLIC WATER - PUBLIC WATER 0 d PROPOSED SEPTIC PLAN M SCALE:12 t- ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM(NAVD 1988) Revisions No. Date Description - T(TYP) =T 2CL72025 SCDHS NO1 FLOOR LIFT 9.0 Lam`C1• ,I LFTj 3'4-4 1— T GRADE OR END PLUG - i 2 1114/2425 SITE PLAN EL.:14.8' 4" H 4O D .. ROMAG STYLE'GB" -1 PIPE I S=�'PER FT, 4 �� — E TEST HOLE DATA I SEWERSADDLEOR S GRADE 5 t I DATE'8IlD12D23 z 7 EQUIVALENT ELBOW EL=1�� _-GRADE EL:±13.0' O.O' I VERIFY SEWER PVC _ EL:12.8" t MAIN 0IN FIELD ' ML —MIXED SAND,LOAM,GRAVEL 3 ;I t 1 IPD I 11NIFT MINIMUM SLOPE -- E 1. VAX90 I: CAST IRON i iWY I ¢ � 0L —DARK BROWN LOAM t t 1 _r_A-4_�-_ :� NOTE: ffty ey, JL TO EXTEND z�BEYOND SEE NOTE 1 III II 111 2.0 0 FouNQanoN WALL MIN Pvc ADAPTER 1. NEW PIPE TO BE CAST IRON THROUGH AND EXTENDING 2'-O" BROWN SILTY SAND WITH MIN.BEYOND BUILDING FOUNDATION WALL. s SM HOLE W . _. _ GRAVEL HAVE SMOOTH EDGES CLEANQtIT ,E 2. VENT THROUGH ROOF OF PROPOSED BUILDING TO EXTEND 6" MIN-ABOVE ROOF LINE AND MAINTAIN 12"MIN.HORIZONTAL 8/13/2024 I STEEL STRAPS ` _ CLEANOUTS ARE TO BE INSTALLED: SEE NOTE 2&4Q 4- !E 7.83' I SEPARATION FROM SLOPE?PORTION OF ROOF.. ---- I 3; ALL JOINTS TO BE SEALED NTH CONSEAL CS-10 OR OTHER Scale:NOTED I 5W =PALE BROWN FINE TO 1) AT FACE OF BUILDING OR WITHIN SCDHS APPROVED SEALANT. 1 COARSE SAND BUILDING BEFORE EXITING,(SEE _ I TYPICAL ROMAC"CB"SADDLE SEPTIC ELEVATION FOR WHICH), ° - 4_ PLUMBING WITHIN EXISTING DWELLING TO BE REROUTED AS e 2) BEFORE A PIPE GRADE OR NEED FOR NEW SEWER CONNECTION LINE i EL 1.5£ MAX. 6•T4' WATER IN PALE BROWN 3) EVERY 75 FEET OF EWER LINE. IE aS 12 I ° CF FINE TO COARSE SANDSOTLS-W] L 3. 1 € COMMENTS:GROUNDWATER ! I 1 ENCOUNTERED AT 14,4'BELOW GRADE EROPI T� R ONN T ON leL VATION L TEST HOLE BY: MGDONALD GEOSERVICES Sheet# ELBOWSIBENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMTTED FOR NEW CONSTRUCTION.ONLY BENDSIELBOWS SHOW ON PERMITS ARE ALLOWED. DRAWING IS INTENDED TO BE 34"x22"TO SCALE L J I I I I I I I I I I I I I I I I I I I I I I I I WILLIS - _ EE OR ,GREENPORT NY Architect's Notes WILLIS RESIDENCE - 1095 7TH ST - GREENPORT, NY No. Issue Date 01 PERMIT SET 03.24.2026 PERMIT SET DRAWING LIST SHEET NUMBER SHEET NAME INCLUDED IN SET G001 COVER PAGE x — G002 NOTES&CODE x — G003 PROJECTINFO x G004 PROPOSED SITE PLAN x D101 DEMOLITION PLAN x D102 DEMOLITION PLAN x — A100 LOWER LEVEL PLAN x A101 MAIN LEVEL PLAN x A102 UPPER LEVEL PLAN x ED A103 ROOF PLAN x — ��'N T Cyi�F` A103 _ A200 BUILDING ELEVATIONS x C A201 BUILDING x A202 x * [ A300 BUILDING SECTIONS x — N9T 04298E AO F0FNell A01 DOOR/WINDOW SCHEDULE x A701 FIRE SEPARATION DETAILS x E001 ELECTRICAL NOTES x — E100 LOWER LEVEL ELECTRICAL PLANS x Cover E101 MAIN LEVEL ELECTRICAL PLANS x E102 UPPER LEVEL ELECTRICAL PLANS x 1' S100 FOUNDATION PLAN x — 5101 MAIN LEVEL FRAMING x S103 UPPER ROOF FRAMING NGING x S10S20 5200 STRUCTURAL NOTES x 5201 DESIGN DATA x G 001 S202 TYPICAL DETAILS A x — S203 TYPICAL DETAILS B x Scale: 1:3.09 +' S204 TYPICAL DETAILS C x Date: 3/24/2026 5205 TYPICAL DETAILS D S206 TYPICAL DETAILS E x _ Drawn By. SABBETH PROJECTS S207 TYPICAL DETAILS F x _ S208 TYPICAL DETAILS G x S209 TYPICAL DETAILS H x S300 FOUNDATION DETAILS x SABBETH S400 SUPERSTRUCTURE DETAILS x _ PROJECTS n.,r.yr�v.m rmw+�a w.a,.a.�n aery.u,a.wn pneaoor.w,aoNad ue 4uXu W'n..rta b.eepevmW ran kyr rM F a mrmn d mvvuvm a ddl+gr�q u:rsE M/w 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 �.Ewtdra„rabwecTM�O1ERi WILLIS GENERAL NOTES FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL0F THE SPECIFIED DEEM, BS BOTH SIDES SOD SLABONGRADE JOSS 7TH ST 25.IF ANY,CONTRAMIR SHALL DISCONNECT,GP AND REROUTE ANY EXISTING A MINIMUM YIELD STRENGTH OF]0,000 PSL STANDARD ASTM A615 GRADE 60 FAM NEDTOGEIHER BV HALING OR HOLTIMIG AS REQURID.MEMEER g1>cc BW BOTH WAYS SPEC SPECIFICATION 1. THE STIIUCNRE SDESIGNEDINACCORDANCE WRIT THE NEW PORK HULLOING IMLRY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS FOLLOWED ONLY BY PSLMUST BE INSTALLED AS A SOLID MEMBEK NOT C CAMBER M STAINLESS STEEL CODE2015.ALLW DESIGNMWAC RMTOLATESTN.YS.EWYOGCODEAND EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BUILT-UP. G CO ABOVE STAG STAGGER GREENPORT NY ALL R2LS WOMSTIONS. SERVICES.IFANYLINESAREBROKFN ORDAMAGED,THECONTRACTORWILL GM CANTILEVER SIF STIFFENER J REPAIR AND REFUGE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER IL PROVIE WELD SMOOTH WEE FABRIC MINIMUM 414-WLDxW;O IN ALL TOPPING 1 MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION CB COLUMN BELOW STL STEEL L ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 160 OF NEW INSPECTIONOFHIS WORK SLABS UNLESS OTHERWISENOTED. FROMTHBENGINEER. CC CENTER MCENTER STRUCT STRUCTURAL - CF CUBIC FOOT TO TOPOF YOM STATE BUILDING CODE 20M. 1; PROVIDE N AT 12'CENTERS MINIMUM,EACH WAY TOP,IN ALL HOUSEKEEPING CIP CASTINPUCE TC TOPCHORD 3. WE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND CONCRETE NOTES PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE RLIN STRUCTURAL STEEL CL CENTEE 'TEMP TEMPORARY PRESSURES SPEC'®INSECTION 1609. DRAWINGS OR NOT UNLESS OTHERWISE NOTED. COL COLUMN TOC TOP OF CONCRETE FOOTING 1. CONCRETESTRENGTHEANDTYPEBSHALLBEUSMINTHEAREASASSPEMM I. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN CON CONCRETE TOP TOPOFSTEEL CY CUBIC DIAMETER. TOW TOP OF STEEL 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING BELOW,UNLESS OTHERWISE NOTED: ACCORDANCE WTIN THE LATEST ABC'ALLOWABLE STRENGTH DESIGN(AM) DIA DMM1E-TER TOW TOP OF WALL LOADS: FRAMING NOTES: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS'USAGE 28 DAY MAX AGO. GET DETAIL TYP TYPICAL - A.FI.00R LIVE IAAD: eD PSF STRENGTH(PSI) SIZE 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW ; MATERIALS: DN DOWN VON UNLESS N DE LD NOTED AREAS. INSTALL AND REMOVE(AFTER COMPLETION)ALL TEMPORARY DWL DOWEL VIF VERIFY IN FIELD B.ROOF LOADS: ASUB ON GRADE 400 S.0 1• SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL A WIDEFUNGE SHAPES: ASTM A992 GRADE 50 EF EACH FACE W/ WITH B.FOUNDATION AND BASEMENTWALLS 4000S.C. 1" LOADS. IB.AMEFUNDS SHAPES: SHAPES,ANGLES, EOS MCEOFSLAH WP WORKING POINT SNOW: C.PIERS 4000 S.0 I' AMERIPLAWSAN STAR ASTM AIb EP EMBEDDED PATE WWR WELDED WINE REINFORCEMENT OCCU--CATFGORY It D.RETAINING WALLS 4000S.0 1• L ALL WOOD FRAMING NOTED AS L MATERIAL TO BE DOUGLAS FIR GRADE 2 OR C.STRUCNRALSTEELTVBWO,RECIANGULAR EQ EXISTING EQUAL GR UMsNOWLOAD,PB 20 PSF BETTER OTHERWISE LADLED. AND SQUARE: ASTMA500.GRADEBGY�6KSH FX MUTING EXPOSUMFACT'OR.. LO L CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE D.BOLTS: A51M 323 THERMALFACTOAO 1.0 SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE 3. WOOD SITS TO BE 2'x V ACQ.LUMBER WITH IX DNA.ANCHOR BOLTS I2• E.ANCHORRODS: ASTMFI5N,GRADE36 FIN FOUNDATION IMPORTANCEFACTOR.D 1. AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING M ASTM LONG MIINIMUM AT 3'-0.Oa AND 1'-0•AWAY FROM CORNERS UNLESS F.WETDINGELECTRODE ASTME70XKLOWHYDROGEN FIN FINISH K FEAT-SNOWLOAD,PT 26.0PSF CJ3ANDT IPORTIANDCENENTMNFORMIJGTDASIMCIM. OTHERWISE NOTED. G Ft F.SHEAR CONNECTORS: 3/4'GASIM A-108 FI.G FLALANGENGE ISf r C WINDDEE-ATA: FRMO FRAMING CONCRETE NOTED IN THOSE GENERAL NOTES,ON THE DRAWINGS OR IN THE d. PROVIDE D FLUOR HEADERS,BATHTUBS. AND FRMMING AT ALL STAIR 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR WIND CE7,HAVEBE65.MM D2ABLID LPRIION1609.I.1INACCORDANCE 17 FEET SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR OPENINGS,FLOOR OPENINGS,BATHTUBS,AND ALL POSTS AND PARTRIALL CONNECTIONS EQUAL IN VALUE TO l}tE LOADS SHOWN ON WE RISC SAFE WTM ASCE J,SECf10N 65.MEMOD2 ANALYHGLPROCEDURE FTG FOOTING SHALE PORTLAND CEMENT CONFORMING TO ©IL LW CONCRETES AND RUNNING PARALLEL NI FLOOR ERAICUL PROVIDE BLOCKING UNDER ALL LOAD TABLES PLUS THE PERCENTAGE LISTED BEIAW,UNLESS OTHERWISE OCCUPANCY CATEGORY H TYPfiI PORTLAND CEMENT CO FORMING TO ASTM CI50.LW CONCRETE SHALL PAR'f3'f10N WALLS RUNNING PERPENDICUfARTO JOISTS. GALL GALVANIZED J NOTWEIGHLESSTIAN 95NORMORETHAN IIEPCF. LADLED. ATChltf.'CtS NOSES BASK WILD SPEED OSECONOOUSn HO MPN GL8 GLUE-1AMINATEDBEAM `T4 OdPORTAN[E FACTOR Tr 1.0 5. BRIDGING TO BE EITHER SOLID OR(1)1'x 3'OR I8 GA CROSS BRIDGING&NOT A AIi BPAM15 WITHOUTSTUD SHEAR CONNECTORS :+3SA OR HEADER �8 EXPOSURE B J. ALLCONCRETE SHALLBEA MTM4UM4000PS1®29 DAYTEST. 70 EXCEIDAMAImHUM B'-0"O.0 B.ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS -+35% NOR FLMER INTERNAL PRESSURE WEFi1C1EM' 0.18 CALL BEAMS WTIN STUD SHEAR CONNECTORS -i6SA NOR HANGER DESIGN WIND PRESSURE FORCOMMNENTSAND CLADDING ONBUIDING WALLS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP 6. ALL NON-BEARING INTERIOR HEADERS TO BE(2)2'x 6•UNLESS OTHERWISE HORIZ HORIZONTAL _ (USBZONE4GENEHAl1Y.USEZONE5WH1B19J'A-OFBU NOWA MRNERSK ATHIE MIMOF DISCHARGEAS FOLLOWS: NOTED. D.ALL GIRDERS WITH STUD -+65% no HIGH STRENGTH BOLTIN MCH - "ME REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS THEM INFORMATION 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE INSERVICE LOADS ONLY. A RAMPS AND SLOPING SURFACES -3'MAXIMUM 7. ALL INTERIOR HEADERS SHALL BE(2)2'.8'UNLESS OTHERWISE NOTED. THAT SUPPORT OTHER BEAMS.THIS PROVISION MAY BE REDUCED ONLY JSI MIST SUPPORT OF AM CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF B.FOUNDATION CONCRETE -3'Me WNEXE SPECIFICALLY PERM11MM BY THE STRUCTURAL ENGINEER K KIP THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL C.ALL OTHER CONCRETE -TTO5• S. ALL STRUCTURAL WOOD SHALL BE KEPT 2-CLEAR FROM CHIMNEYS. CONNECTIONS SHALL HE DESIGNED TO DEVELOP A MINIMUM END REACTION KSF KPPERSQUAREFOOT CONTRACTOR CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ED FS OF6.0 REFS.USE A MINIMUM OF 2 BOLTS FOR ALL ROLLED CONNECTIONS. LB LAG BOLT ON FRAM FLOORS OR ROOM LOAD SHALL NOT EXCEED DESIGN LIVE LOAD 5. MDINC TRANSMRMNG.AND PLACING OF CONCRETE SHALL CONFORM TO ACT 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH SMUCTURAL LL LIVE LOAD FOR EACH PARTICULAR LOAD. 301. LOAD CARRYING CONDITIONS.ETC.TO BE BY AN APPROVED MANUFACTURER 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. MH LONG LEG HORIZONTAL FOR FLUSH STRUCTURAL FRAMING.WHEN IN CONTACT WRIT A.C.Q.USE NEW LWC LIGHTWEIGHT CONCRETE 6. REINFORCING TO SUPPORT CONSTRUCTION MI3PMENT AND THE DESIGN 6. WERE SHALL BE NO HORHOMAL CONSTRUCTION JOINTS IN CONCRETE DOLIBLEDPGALVAMZEDMAMINGHARDWARA 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES I- LAMINATED VENEER LUMBER MODNEERINO OF TIE FORM WORK,MOM AND RE-SHORES,AS WELL AS ITS POURS.ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS REDUCE STRENGTH BELOW REQUIRED VALUES. MAX MAXIMUM TH CONSTRUCTION.SHALL BE THE RESPONSIBILITY OF E CONTRACTOR.ALL WITH VERTICAL LKHEAD BUS.THE LOCATIONS OF THE CONSTRUCTION IOINTS 10.FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH MC MOMENTOMNECIION SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER SHALL BE APPROVED BY THE STRUCTOAL ENGINEER. ADDITIONAL FRAME CONNECTIONS. 6. WHERE MILLED STIFFENERS AM REQUIRED,WERE SHALL.BE NO WELD MIN MHNIGJM LICENSEDINMESTATEOFNEWYORK, REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE PLACID AT THE Mi ecn SURFACES(EXCEPT'FOR.TAIX WELDS OR WHERE TUTS NOTTOSCALE STRUCTURALENGINEER,SEETYPICALDETAI..DRAWING SHOWING LOCATIONS 11.ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION,(REFER TO SHOWN OTHERWISE).NO WELD SHALL HE PLACID IN CLPPID CORNERS OF NWC NORMAL WEIGHTCONCRETE _ ]. THE METHODS,PROCEDURES,AND SEQUENCES OF CONSTRUCTION ARE THE OF OONSTRUCIION JOINTS SHALL BE SUBMITTED BY THE GENERAL CONSTRUCTION DETAILS). STIFFENERS, OC ONCENTER - RUMNSIEILTIY OF TFE GENERAL CONTRACTOR MIS GENERAL CONTRACTOR CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND P/C PRECAST SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE VERIFICATION. IL ALL HEADERS UCEIDING 5'4-SHALL HAVE A DOUBLE JACK STUD WHIT A ]. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN I'm M ERACTUATED FASTENER No. Issue Date INTEGRITY OF WEE STRUCTURE AT ALL STAGES OF CONSTRUCTION. DOUBLE KING STUD AND A DOUBLE SELL PLATE. ACCORDANCE WITH THE LATEST MANUALS OF THE AMMUCAN WELDING CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIIUM OF 5.0 SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE PC POUNDS PERCUBIC FOOT ES PROTECIA•G ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SACKS OF CEMENT PER CUBIC YARD.NO MY ASH SHALL BE USED IN ANY 13.'ACQ'DESIGNATION REFERS TO CURRENT ABSENT GFREE TREATED WOOD PL PLATE BREAKAGE.COLLAPSE,DLSFORTION.AND MISALIGNMENT ACCORDING TO CONCRETE.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT MTANDARDSAND SHALLTAKETHEPLACEOF-CCA'. OWNER IS PRESET THE SHOP AND IN THE FIELD),SHOP DRAWINGS PLP POUNDS PER LINEAR FOOT APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE SHOULD BE 6 PERCENT WITH A TOLERANCE OF-1-1.5 PERCENT. APPROVED SHALLBY WE STRUCTURALIDED TOINEE WITH AGENCY. ALLOF WELDINGVAL PEP PLYWOOD 14.FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPAM OF STUD WALLS OR TOBNOTED ONE B E WELGEE i TOLICENSED ININSPECTION ACCORDANCE E WITH ALL pSF POUNDS PERSQUARE FOOT - O1 PERMIT SET 03.24.2026 B. MUNICIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT S. GENERAL COYM ACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL AND PARTITIONS,INCLUDING FURRED SPACES,AT THIS CEILING AND FLOOR R TO BE DONE BY WELDERS STATE IN ACCORDANCE WRIT LIES REQUIREMENTS OF THE NEW YOLK STATE AMS NO CODE,AND THE RULES -- ------------------........................... DOCUMENTS.REFER TO THE ARCHITECTURAL,,INSERTS.ETC.NOT HE ND WAGES BE SLEEVES.CONCRETE IS P HULTW,EEC. ITEMS UIREDARE TO BE INSTHAMGL LEVELS AND AT IDFOOTINTERVAIS BOTH VERTtGLAND HORPOMAL AND REGULATIONS OF WE BOARD OF STANDARDS AND APPEALB. PLUMBING DRAWINGS FOR SLEEVES,CURBS,INSERTS,ETC.NOT HEREIN WAGES CONTRACTOR. NTRA TOR.SLOTA POURED,,THESEDRAWI DRAWINGS SHALL BE SUBMITTED APPLICABLE CODES INDICATED.OPENINGS IN SUBS WAIN w MAXIMUM SIDE DIMENSION OR GENERAL NERAILCTOR SLOT AND SLEEVE DRAW-ENGINE R ORRE g, INHERES DRAWINGS. ME CONN REQUIRED CTIONSLOBE SPLICED AND/OR LOP WXOTID OR EINFRC12 INCHESES LESS SHALL NOT REQUIRE ADDITIONAL FRAMING BY THE GENERAL CONTRACTOR i0 THE STRUCTURAL ENGINEER FOR REVIEW DIIVIENSIONED WOOD FRAMING NOTES: M.C.ONDRAWINGS.THECONNECTIONSHALLN MADE TODEVELOPTHE FULL rr.................................................................................................................................._.y OR REINFORCEMENT,UNLESS OTHERWISE NOTED.THE LOCATION ED SLEEVES AND VERIIGTION. STRENGTH OF THE SECTION.SUCH CONNECTIONS SHALL NOT INTERFERE WRIT BUILDING 12028 RESIDENTAL CODE OF NEW PORK STATE i OR OPENINGS G STRUCTURAL.MEMBERS A-V STALL BE SUBMITTED 70 THE 1. TIIEALLOWU UNLESS OHERWI5GRADE STAMPED LUMBER SHALL HE GRADED ANY ARCIIITECTIIRAL OR MECHANICAL CLEARANCES. 111 - STRUCTURAL ENGINEER TOR REVIEW ANDVERIFIGTION. 9. NO CONCRETE 1S TO BE POIiRID UNTIL ALL HOLES AND OPENINGS SHOWN ON ------�--�-----��-----------------------.............__.............................. - PLANS AND SHOP DRAWINGSAM REVIEWED AND VERPED. AS FOLLOWS UNLESS OTHERWISE NOTED ON PUNS: FIRE 2022 FIRE CODE OF NEW YORK STATE 9. SEE ARCHRECNRAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, 9. SUBMIT SHOP DRAWINGS, ERECTION PUNS. WORK PROCEDURES.AND JOISTS,RAFTERS AND STUDS: QUALIFICATIONS TOM STRUCTURAL ENGINEER FOR APPROVAL. STAPES ANTI THE LOCATION OF DEPRESSED F1.00RAREAB. 10.FILL ALL FLURRIED SLOTS WITH TH CONCRETE OF E SAME STRENGTH AND TO MECHANICAL' 2025 MECHANICAL CODE OF NEW YORK STATE � ' THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS ......__..__.._..............__-.._____--.-___.-_._.._.____..___.___-..___......._...__._..1 DOUGIASFA-INCH OR DOUGLAS FIR-IARCH(NORT}D.N0.3. 10.}VLSI PENETRATION GROOVE WEIRS APEiO BE ULTRASONICALLY TESTED. 10.CONTRACTOR SHALL AND SAND VERUAAM13 HIMSELF WITH THE SITE PRIOR OTHERWISE SHOWN. (PLUMBING: �2025 PLUMBING CODE OF NEW YORK STATE lTl STARTING WORK AND SHALL FeM S ie R1>P HIMSELF WRIT(HIE INTENT OF FB(BAAE)-MOIST 4 THESE PLANS AND MAKE W'ORKCOMELV WTM TFE SAME 11.PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE FV(BAE)-I,-,- H.ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY - DIAMETER LARGER.THAN IA THE SLAB 1NICKNFSS AND SHALL NOT BE SPACED E(BABE)-1,600,000 PSI OWNERS TESTING LAB. ENERGY: 12025 ENERGY CODE OF NEW YORK STAR It.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS POOR CLOSER THAN THEM DIAMEM ON CENTER ALUMINUM CONDUITS SHALL .._..__..._.... ..}._................_......_...................__.............._..........._....._.._.._._.....__................................ TO CONSMUCIION ANDPAIORTYJ ORDERING MATERLUS. NOTBEPMCED INCONCRETE 2. THE DESIGN OF THE ON LUMBER LUMBER MEMBERS AND TT AT IL HIGH IONS: TIN BOLTS OR WELD SHALL SM USED IN WE FOLLOWING FUEL GAS: 2025 FUEL GAS CODE OF NEW YOU STAR CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT LOCATIONS:GNIH.EVER®MEMBERS(EACH SIDE),MEMBERS NOTED MC..AT ' IL WRIITENDIMENSIONSSHAt MWPMCEDENCEOVERSCALEDDISENSIONS. 12 NOAUUMINUMSHALLBECASTINCONCRETE METIAEOFDJSTALLATIONOFIVAORLFSS. MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT.AT ALL HANGER,POST.STRUT AND COLUMN CONNECTIONS,AT MEMBERS SANITARY: SUFFOLK COUNTY SANITARY CODE _ 13.THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH 13.SHOP DRAWINGS SHAIY BE SUBMITTED TO WE ENGINEER FOR APPROVAL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH-CROWN'UP(LE POSITIVE FRAMING TO COLUMNS AND WITHIN 3'-0-OF COLUMNS .............._.__._-__...._......___._...__.____..____._._.___.__----- AR L SECTIONS AND REPORT ANY DISCREPANCY TO THE WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP CAMBER)AND WITHIN 12 INCH OF STRAIGHT,ENDTO-END ALIGNMENT. - ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. DRAWINGS. 13. WHERE A IO BOLTS ARE USED,THREADS SHALL BE DISTORTED AFIEA SEVERELY 4. DISTORTED(TWISTED.BOWED,CUPPED.CHECKED.ETC.)LUMBER INSTAIUTION TO PREVT:MNUE FROM BACKING OFF. 14.THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY AM 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO SHALLNOTBEUSED. TO BE ERECTED WITH R.CONTRER,ACTOR, SUBdXJNMACTOR. ERECTMATERIALFABRICATOR. MATERIAL REQUIREMENTS OF THE NEW YORK STALE BUILDING CODE,INCLUDING S. NOTCIIFS IN TIE TOP OR BOTTOM OF DIMENSIONED LOWER JOISTS OR 11 NOTIDKEFPIEENDSOPALLGMILEVERSUUNATURAL S _NOTEDONDMWINGS�RWISE SUPPLI ETC.IN LIEU OF PREPARATION OF SHOP DRAWINGS,SIGNIFIES HIS WUHMISSIONOFCONCREIETESIMI ES. ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND RAFTERS SHALLNMEXCEED ONE-SI'TII THE MEMBER DEMAND SHALLNOT OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPWED,ARISING DUE TO 15.NO CONCRETE IS TO BE POURED UML PLACEMENT OF REINFORCEMENT IS BE LOCATED IN WE MIDDLE WIND OF THE SPAN.END NOTCHES SHAIY NOT 15.STRUCTURAL MEMBERS TO BE PARNIED WITH THE FOLLOWING PARER:-IOW - ANYFARORSTHATMAV'OCCURFTEREON. CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. EXCEED ONEFOURTH TFE MEMBER DEPTH. DORM HOLES SHALL NOT BE TNEMEC PRIMER"MODIFIED ALKYD RUST INHIBITIVE PRUNER.TNEMEC CO, WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEM INC.OR APPROVEDMIJAL(DRYFIM THICKNESS L9TO 3.5 MILS) 15.ALL CODES,COMMITTEE REPORTS,SUPPLEMENTS.SPECIFICATIONS.ETC DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH,UNLESS REFERRED TO IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE OTEERWLSENOTEDONPLANS. PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS,SUPPLEMENTS AND REINFORCING STEEL STEEL DECK NOTES Eµ6D Af?C ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 1. ALL MINFORCINO STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASIM 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN _ G'\ T _ SHEATHING PANELS: 16.ANY DEVIATIONOR TR WI PLANS WITHOUT THE ICATION CONSENT OPTHE SPECIFICATION OF DEFORMED ANDPLAIN BILEL'STEEL BARS FOR CONCRETE ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ARCHITECT OR ENGINEER WLLNFOATEIIE CERTIFICATION OF THESE PUNS. REINFORCEMENT.ORCINGMARS.ASTMSTANDARD.EC1FICATISTANDARD FOREPOATION FOR INSITIITIC Tl STEEL REINFORCING BARS,ASTM Al]5.STANDARD SPECIFICATION FOR I. SHEATHING PANELS,PLYWOOD OR ORIENTED STRAND BOARD('OMB'),SHALL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH DISAGREES FABRICATION AND JOBSIIEHANEJNG OF EPDXY-COATED STEEL REINFORCING CONFORM TO US PRODUCT STANDARD PS-1, AND BEAR THE APA L COMPOSITE FORMED STEEL FLOOR DECK TO BE 2•DEEP.20 GAGE(UNCOATED GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY' WRIT THAT AS INDICATED ON THESE PLANS,WE CONTRACTOR SHALL STOP BARS,ASTM WELDED STANDARD REINFORCEMENT, FOR EPDXY COAWDDETAXI STEEL PLYWOOD SHALL BE USED ON FLOORS. STEEL THICKNESS-0 COMPOSITE (G60 COATING),CARED STEEL DECK , SOAR AND NOTIFY THE ARCHITECT OR ENGINEER.SHOULD HE FAIL TO WIRE AND WELDED WEE REINFORCEMENT,ASTM ABM.DETAILING OF TYPE LOK-FLOOR.CORPORATION. COMPOSITE FLOOR DECK L, MANUFACTURED IS BY CANAM LED, FOLLOW TITS PROCEDUREAND CONTINUE WITH WORK HE SHALL ALL REINFORCEMENT.ASTM A615.DETAILING OF REINFORCING STEEL SHALL 2. SHEA71fING PANELS FOR FLOORS,ROOF,AND WALLS SHALL BE APR.RATED STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. - N9�. G429b'L,(O� RESPONSELIT'f-AND I.IABII;iY THEREFROM CONFORM MTHE AMERIGN CONCRETE INSTITUTE DETAILING MANUAL F SHEATHING,EXPOSURE 1,WHIM A MIMMUM SPAN IDEX RATING OF3L16.SEE I. PORTED STEEL ROOF DECK TO HE 1-IQ'DEEP,20 GAGE(UNCOATED Sma1. OF NE 18.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL L WELDED WERE FABRIC SHALL CONFORM TO ASTM SPECIFICATION AIM(JO,OOR ARCHHEC IMALPLAM R THICKNESS. MICKH SS-O.038 I.GALVANIZED(060 COATING).WIDE M.UNTIED MEL J. SHEATHING PANELS IR FLAT SURFACES SHALL BE INSTALLED WITH TWO CODES, ORDINANCES, REPS AND REGULATIONS. CONTRACTOR SHALL PSI MINIMUM)ARID SHALL BE SUPPLED IN FLAT SHEETS.ALL WELDING WIRE DECK'B'DECK PROFILE,AS MANUFACTURED BY CANAM STEEL DECK GRAIN PERPENDICULAR ACROSS BETWEEN AND L EDGE/OUR OVER TWO OR ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE FABRIC SHALL BE LAPPED TWO(2)FALL MESH PANELS AT ONUS AND SIDES MORE SPANS.PROVIDE Ilg•SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INCORPORATED ORANAPPROVFD EQUAL,UNLESS OTHERWISE NOTED. CERTIFICATE OF OCCUPANCY. AND TIED SECURELY,UNLESS OTHERWISE NOTED. GRAIN,1/l6'SPACE HERVEEN PANEL EDGES OVER SUPPORTING MEMBERS. 4. THE SLID.DECK SHALL BE SUPPLIED IN MINIMUM IENGMS AS REQUIRED i0 19.WHERE CONFLICT EXISTS BEIWP.@1 THE GENERAL BUILDING RIDE SPEC('® 3. REINFORCING AND WELDED WERE MESH FOR BLAB ON GRADE SHALL BE 4. FLOOR SHEATHING SHALL HE GLL/ED TO SUPPORTING MEMBERS WITH PROVIDE A'3SPAN'CONDITION END CLOSURES,RODE SUMPS,CLOSURES AT - ABOVE AND OTHER CODES,PUBLICATIONS,SPECIFICATIONS AND DRAWINGS SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED CONSTRUCTION ADHESIVE SUCH AS PL31K1,LAID IN A CONTINUOUS 1/4•WIDE PENETRATIONS,AND ALL OTHER ACCEMORES NECESSARY FOR A COMPLETE CITED,MRETN,THE REQUIREMENTS OF WE MORE STRINGENT ITEM SHALL FOREARTHBEARINGATAMA%UINMOF 4'-0"ON CFNIHR IN EAIX DIRECTION. HEADRUCTIONADHESIVE SUCH AS INSTALLAnGN ARE REQUIRED. Notes Code CAVERN, DEPTH OF SUPPORT SHALL PROVIDE FOR 31V TOP COVER TO REINFORCING, UNLESS OTHERWISE NOTED. 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING 20.ANY SUBSITI'UI]ONS OR ALTERNATES(DETAILS,MEMBERS,MC.)MAY BE USED 5. AT DESIGNATED SHEAR WALLS,HORIZONTAL MGM OF WALL SHEATHING STEEL WITH 51S'DIAMETER PUDDLE WELDS AT 12-ON CENTER,UNLESS SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE IF SUCH SUBSTITUTION 00.ALTERNATES ARE SUBMITTED M TO THE ENGINEER d. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT S-0'CENTERS MAXIMUM, BACKING FOR SPECIFIED PANEL EDGE NAILING. OTHERWISE NOTED.SCREWS OR SIDE CONNECTIONS BHALL BE MADE WITH FOR REVIEW AND OF ANCEE GRANTED;ANY EVENT, ENGWEFR CONTRACTOR FOR.ALL SLABS ABOVE GRADE. 010 SELF TAPPING SCREWS OR WELDED WITH 1 U2'LONG WEEDS LI A SHALL THE SOLE NUDGE OF A FOIL THE DE IN ANY EVENT,THE CONTRACTOR Of PUDDLE SPACING OF W ON CENTER D FASTENERS OTHERWISE NOTED.IN LIEU SHALL HE AFS WHICH FOR.THE DESIGN OF GSUMINS ALTERNATES AND S. ACCORDANCE E WITH ACIPE REINFORCEMENTTION3 AND ACCESSORIES SHALL BE IN OF PUDDLE WELDS,POWDER ACTUATED FASTENERS HAVING THE SAME SUBSNMIONS WHICH HE PROPOSES.THE ENGINEER SHALL NOT BE ACCORDANCE WITH AG PUBLICATION 315,LATEST EDITION. LAMINATED STRUCTURAL LUMBER RUMBER LAMINATED BE MANLY AS THE SPECIFIED PUDDIO AN APPROVED BE EQUAL HOP DRAWINGS RESPONSIBLE FOR ANY CHANGES wlTxourt4GTIFlcwnoN. STRUCTURAL LUMBER AND PARALLEL STRAND HH SHALL BFACTURID BY HILTI,INC.OR A APPROVED EQUAL SHOP DRAWINGS /�O O�\ 6. SPLICE LOP BARS E NOTED. AL ONLY AND BOTTOM BARS AT SUPPORT ONLY SHALL BE SUBMITTED FOR APPROVAL S THE ENGINEER INDICATING /V� L UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL TAP 36 BAR DIAMETERS LUMBER NOTES: FASTENER DATA INCLUDING SIZE VS.STEEL SUBSTRATE TIES, ME,SPACING, 21.LARGER SCALE IS THEM SHALL HAVE PRECEDENCE OVER SMALLER SCALE MWIMUMATSPLICEB UNLESS OTHERWISE NOTED. CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES,IN METHOD OF DRAWINGS. R IS THE RESPECTS OF THE DRAWINGS TO PROVIDE FOR.A 1. LAMINATED VENEER LUMBER (,V SHALL A FACTURED3 AS INSTALLATION AND PROGRAM FOR QUALITE'ASSURANCE OF INSTALLATION.MCOMPATERIALS TE LOB DI ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR 7. RCT 318.OR STEEL COVERAGE SHAM BE AS FOLLOWS(SEE SECTION 20.6.1 MANUFACTURED BY W ORATION ORE G 0-P L.AM'AS MANUFACTURED BY THE MATEALVS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS ACI31tl.FORCONDIHONSNOTNOTID)UNLESS NOTED O'IFERWISEN'PLANS. GEORGAAPACIF PACIFIC CORPORARATIOR-GANGUSTRAS ANGLUMB (FEW EWSHALL 6. STEEL DEMUS PROTECTED BEFORE N AND POOLED ALL Scale: 1:1.25 INDICATED BE "FANA PACIFIC S MANUF CT PARALLEL STRAND LUMBER(PAL)NATE 1 DEBRIS CLEANED FROM HIS SURFACE WHERE CONCRETE WILL HE TOURED OR A.FORMED WALL 3'BAIXFILL SIDE'/.'FROM BIDE ST "PARAL LUMBER E MANUFACTURED BY WETLAND"USER LAMINATED ROOFING TSTOBEPLACID. Date: 3/27/2026 B.FOOTING J' STRUCTURAL USER. (15L)STALL HE"fIMBERSIAAND'AS MAhT1FACTU0.ID C.SUES ONAI GRADE SU '/.•TOP.J'BOTTOM BY wEVEnHAEIBER. Drawn B SABBETH PROJECTS ZL THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN FOR D.STRUCTURAL SLABS %• ABBREVIATIONS AND SYMBOLS Y PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR L MINIMUM AILS LVL, STRESS AND STIFFNESS ALL BE AS FOLLOW: BEAMS AN THEY R PR JMADEECTS EXECUTEDSIONS T.THEY AAROJETO BEUSED ON S. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,SEE DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: ANY OTHER N WITIIS OR EXITIR APPROPRIATE TO THIS PROJECT EXCEPT BY DETAILS. AB ARCHITECT PSI PARALLE STRAIT LUMBER AGREEMENT IN WRITING AND WITH APPROPRA7E COMPENSATION TO THE BELVL 2.OE PSL (.SSE PSI ARCH ARCHITECT PBL PARALLEL STRAND LUMBER AR�IIfECIOR ENGINEER 9. WELDING OF REINFORCING BARS. ONLY WHEN AMERI AN BY TI3E FB(PAR(PARALLEL TO GRAIN)- 2510 PSI 2900 PSI 2170 PSI HC BOTTOM CIEORD BF ROOF STRUCTURAL ENGINEER, 75%. CONFORM, THE AMETO A WELDING FC(FEME DICULA TOGR 250111 2900PSI mPSII HEL BELOW RJ ROOFJONST G SABBETH 23.CONTRACPOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PEMU15, SOCIETY STANDARD SHOP AND FIELD BARS SNAIL CONFORM E BARS A]06. FC(PERPENDICUTARTO GRAIN)- J50 PSI 6L5 PSI 900 PSI BM BEAM RING RETAINING _ CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS.ETC..FOR WORK ELECIAODES FOR SHOP AND FEUD WELDING OF REINFORCEMENT BARS SHALL ry m U5 p51 2A PSI 319 PSI BO BOTTOM OF SCHID SCHEDULE - PERFORMED MOM AGENCIES HAVING JURISDICTION THEMOF,IF REQUIRED. CONFORM TO ASTM A233, CUSS EWXK SCHEDULED OR DETAILED E- ;000,000PSI 7,000p00P81 1,33g00 m BP BASEPLATE SECT SECTION PROJECTS REINTORCEMENT'SHALLNOTBETACKWELOFORANYREASON. LOS BOTTOM OF STEEL SF SQUARE FEET N.CONTRACTOR SHALL HE RESPONSIBLE FOR NOTIFY TI NOTIFYING E LOCAL BUILDING MEMBER SRFS SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVT.MAYBE BRCG BRACING SHTHG MEAEFING DEPARTMENT AT LEAST48 HOURS PRIOR TO ANY WORK. 10.DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION BRG BEARING BIM SIN LIAR ibese Wn+LnmT"'4MAa eMmngeauwD+yMpnMwnnen 'e:Wnmtl.a+•Wn SecN tl4v4ePJ+"J'^en NlrwnnNMemilwal+CoyryM No,ealonea [A59N.ibe RaAab,FrS4n b4 rt:n 1m'aea�e ae o.vaF b,n n.d n ,N ns4emnT M eempmmen ol+pm eM elmem+oL 4epn.uneee+ua, w NVV•H pen-atolmb,epnnI LFlyoyrao,RHueuwmn- o1+m+m.Wma N44nT 6tl^O+e6aM r4/o 1 I � I I I � I I I I I I I I I � I I I I I I I I I I I I I I 1 �eR+wm'ronono:ess9gDHPnorecrs J I I I I I I I I I I I I I I I I I L WILLIS DESIGN CRITERIA CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1095 7TH ST GREENPORT, NY Snow LOAo svuA(Pvxl CArzvnY wFwT+RmNc FRasi+Aa lrtrm Twm[ PKAT T[wffwATu�R) x�rims — .FM "o- R M�L aR NoRS DA.UG, �� N RPM�.R L grt�M�; LIST OF ABBREVIATIONS — AB. ANCHOR BOLT EQ. EQUAL MTL METAL SEC. SECONDARY A/C ABM CONDITIONING EQNP. EQUIPMENT MET.S METAL SADDLE SECT. SECTION A.F.F. ABOVE FPBSHED FLOOR EVIL E%NAUST MF. METAL FURRING SIN. SIMILAR ALUM. ALUM NUM EXP.1<. WANSION JOINT MFG. MANUFACTURER STUD. SANITARY pSPFNSEA — ® AT EXT. EXTERIOR MIN. MINU.NM SP. STARING PONTPOWF BLDG. BUILDING F.B.O. FURNISIffD BY OWNER MISC. MISCELLANEOUS SA ST9MUESumy 6ER F.D. FLOOR DAAN µ0. MASONRY OPENING SS. STAINlF85 STEEL SICK SLOG( F.E.C. FIRE FIITMGUISHER CABINET M.S. MARBLE SADDLE STL STEEL B.O. BOTTOM OF STOR. STORAGE BOTT. BOTTOM F.F. FINISH FLOOR NJ.C. NOT IN CONTRACT . CCAB. CABINET ID. CEB.ING FJ. 'LOCRj N.V. NfiON IGNcEN VENDOR — FJ. FLOOR JOIST D.C. ON CENTER SUSP SUSPENDED[BLING CEM. CEMENT FL FLOOR O.D. OUTSIDE DIAMETER T TEMPERED CE0. CERAMIC FLOUR. FLOURESCENT O.G. OCCUPANCY GROUP T.B.D. TO BE DETERMINED Architect's Notes OPPOSITE„ F.P. FIREPLACE O.H. HAND T&G TONGUE AND GROOVE [J. CFRING JOIST QOSET FP.S.G FIREPROOF SELF CLOSING OPER. OPERABLE T.D. TOWELDISPENSER rL CENTERLINE FSP. Fin STAND PIPE OPN'G OPENING T.E. TORIET EXHAUST C.M.U. CONCRETE MASONRY UNIT GA GAUGE PLATED PAINTED TEL. TELFPHOME COL COLUMN GALV. GALVAN® PARTN PARTITION T.O. TOP OF — R/F CONC. CONCRETE GYP. GYPSUM WALL BOARD P.C. POURED CONCRETE T.O.FF. TOP OF FINISHED BOOR COND. CONDUIT H.M. HOLLOW METAL PA PAPER HOLDER T.OS TOP OF SLAB _ cow. CONTINUOUS HORIL HORNONTAL PL PI-ATE T.O.P. TOP OF PLATE CO . CONVECTOR H.P. HIGH POINT P.L PROPERTY LATE T.O.W. TOPOFWALL NY GV. CENTRAL VACUUM H0. HOUR PLY PLYWOOD O TYPICAL M DTL DETAIL H.VAC. HEATING,VENTILATING. POLY POLYETHElENE U.N. UNLESS OTHERWISE NOTED DMA. DIAMETER AIR CONDITIONING R RADRIS V.C.T. VINYL COMPO ONTRE SRI — DIM. DIMENSION IGU INSULATED GLASS UNIT RA RETURN ARM VERT. VERTICAL ON DOWN INSTIL INSULATION RCA RECYCLED AGGREGATE VEMULE WST. WASHER _ D DRYER JAN.G_ JANITORS CLOSET R.D. ROOF DRAW W/ WAS DJ. DECK JOIST Jr. JOINT REF. REFIGERATOR DW DISH WASHER LAV LAVATORY 0.0. ROUGH OPENING W.C. WATER CLOSET DWG. DRAWING LLV LONG LEG VERTICAL REIN'. REINFORCEMENT W.H. WATER HEATER LOW Powr REQ'D REQUIRED W.P. WATERPROOFING EL ELEVATION L.P. ROOM W. — W1 MACHINE "' WATER PURIFIER/PURIRCAM ELEC. ELFCTNCAL RM. ElEV. ELEVATOR MAIL MAI IMUM R.R. ROOF RAFTER W.R. WATER RESISTANT _ E ELEVATOR MACHINE R00M NECK. MECHANICAL 0.S. RUBBERSADDLE W.WH WEIDED WIRE MESH No. Issue Date ENCLNCL ENCLOSURE MTTIB.WP. MEMBRANE WATERPROOF SA SUPPLY ABM MATERIALS LEGEND SYMBOLS LEGEND _ 01 PERMIT SET 03.24.2026 OM ao.1"�oFnuA, — MMTvmmowsaRruc, _— NNAa« —=m Iw — RD�PNDA�M�R •=� PBKTFaF�., D A`tCy TF1gO 4'VENT 4'VENT �4J FPQ' n� ROOF---- * - _______________ _________________________ P9 h1ASTERBATH NA 0r OFFICE BATH — y 042962 y0 OF N BATHTUB SHOWER W.C. BATHTUB UPPER LEVEL — SHOWER C. ------------------------------------ Project Info GUEST BATH 1 HALL BATH POWDER ROOM KITCHEN - _ G003 BATHTUB W.0 DISH DISH MAIN LEVEL SHOWER W.0 ASH /ASH C. ______ Scale: 1:1. _ ---co----- -- ----: - ------------------------------- ----< -------� -` Date: 3/24/2026 ~ C Drawn By. SABBETH PROJECTS GYM BATH SHOWER FAI. SABBETH W.0 --------------------------- -------------------- - LOWER LEVEL------- ---- ------------------------ PROJECTS c - CONNECTTOAPPROVED GENERAL NOTES: PL M N R SER DIAGRAM FOR PRINCIPAL STRUCTURE-NOTTO SCALE 4'HOUSE TRAP C .c. w�s.�Nz elwG.ggmannvSD.a+reN� ALL ROOF VENTS ARE TO BE LOCATED SUCH THAT THEY ARE NOT VISIBLE FROM GROUND LEVEL,TYP. WITH BRASS Co. «Mm s o m e n a .mMcao PMvmmm _ °nRn,TI.MD,"c,°ra,°..I.nkmrmr.,eme,.Sao a",.".m" ALL LOCATIONS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.ALL ROOF PENETRATIONS Po+°m°n v W w�a�H m u�wNx�d rom<2P�m�a un TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. , `9�,m .a �waHswxmMN.Rn„va I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L _ WILLIS - - 1095 7TH ST - - = : Y . _ _ GREENPORT, N I ACCESSORY SETBACK(5') SIDE YARD SETBACK(10') PROPOSED GARAGE ,-�;i::-'�'C-'•'• i :1-•:- - _ - - - - - - - _ .%:: — . . _ . . :=:=.= -': Architect's oe _ j. i TPOOL j — 10.40 IIIIhI 1 ' I I .'I it I 1I1! I I _ i -:' :- _ ..._. -......- _._ iPROPERTY INFORMATION I I - '11 ili ! I! III 'll! �1i 1'I I� ill: - - - - - - !!I I , I, - - - - - - 'I' ILI Illlllil �I 1 I lil _ Date -'�''Ilii: No. Issue I I I III - - - - - - PROPERTY ADDRESS 7095 SEVENTH AVENUE-GREENPORT,NY 11944 XISTING HOUS :,t ,.'.'� .. - _ _ _ t000-ae-0242 - - _.- .,I,-._- 1 -..�I..`-,-I--_. .,Jr...._ �..•-- ' .,-..,L - - _ _ _ _ - S-CTM.NUMBER III :I I i ;I_. .. ._I,L... _ . _ _ _ _ _ _ Ot PERMIT SET 03 24 2026 r 1�y T a! ^]•: ' LOT AREA 9.166S.F. — T, _'i1._..,—...J. _.;L'...• r!r;.i,.1.i l .-il`r FLAT ROOF - - :•ina:-:•:-:':':-_ _ _ _ ' •_-•_ _•••-: JURISDICTION TOWN OF SOUTHOLD,R-0O ZONING Yj:: - _ - : li ILI!I I I I li + :III111 m; _ _ '_'_•_•.I:. ':II:.. I li ! II:!Illlnl111!I! _ _ :•::` . - - .•F-I;�I1I I .umaen. - W.I. -rr - _ o•.- :-: :- :•: �]•: : :' ZONING EALC•ULATIONS :3: �• o _ j: I.' N �: Q. _ n FLAT ROOF F I _ •'Q �FISTING TOTAL LOT COVERAGE 2,2 F 01.9 _ _ _ _ _ :':•I:•:':':•:•:"a:a`...::..'.-:_- ''I'''''' - :-:i:-::�'���- - :---:':-': -'::::::••:•:':-: _ ALLOWABLE TOTAL LOT COVERAGE 3,8335E(20%) :•V-:• •:'.'.'_' - -:{:- PROPOSED TOTAL LOT COVERAGE 3,766 SF _ _ _ - _ _ _ _ .-.-.......,_.:._..I.....1,...L....-.I.•.._.:._i_�,,,,_. ALLOWABLE GFA: 3,3505E(2.100 FTrRi%OF LOT AREA) !171::i:�. ��:IiTlll L.. irL_..11l IITI-- - - _ ...!.._L..!.._...i.,....._LL ::i 1-1:.1.1.L! 1 . .,.._•. •_-.•_-_..,_•_ _ _ _ PROPOSED GFA - F • '!.I.. :1_.,�:i.l...r r_,11,... ..l..!1.:•:•:_..'.'- _ _ _ _ _ _ GROUND LEVEL SF '_'.•.'_•.'-'_'-'.'_•.-._.:..:.'.' IIrlLrll l;!lill' ! ?i.!1!I.II !II I--!I, 1 rill - _ _ _ _ _ _ _ _,:'7'. UPPER LEVEL=693 SF •-K 'I :I Illill I: I.r:1!!in !! '_•i.,. ..y.-:.: - - _.•_:•:-_ . _ �-•- �`� - � • •-�` '�+- - •i..- TOTAL=3.1465E _ _ Q''•. !III 'lli:! -. I '. I ;i .'_ _ .•_'.•_...___•_ _ '_•�.>'•'_:I I' III; 11.�I; I,I iillllll'i!'I' i �I li I..III _ _ _ — ! I _ - - - - - PRINCIPALSETBACKS Illli !I I I.IIII - 3 I i ' S FT _ _ _ 'I "� ' II ' ! I ' _ _ PRIMARY FRONT ' I: !I. I : I IITI R I II 'I '! I I'�I :•I • I 'I FLAT ROOF _ _ _ _ _ _ zo_ Fr FRONT SECONDARY NT i, ECO O -2' SIDE o FT - ''�1 --•`r -� Imo.' - - :a.�_ . r + - - 35 FT "lt REAR- - :•iT. I I .i`f�,": :-7�. : ED _ _ a �a 'r: c 'r:l .� �I I. - u4 _ �— t ti I: !.:_`_•_•_ .._:_. ACCESSORY SETBACKSI- -1 _ ,L1 - 18'MAX HEIGHT SIFT r LI I'I li"Illi Iµ 'llI - !�` II;II .T � .: .�-'�-. _ _ _ -_•_- 2'MAXIGHT 15 FT �I I I�' - 0M $yy _ _ — ! 1 illl;l ' I II .I: I!Iil. I !f I I _ _ 2_ _ z I'' :-1': ' Fr t•_ _ Hr- - !I 22'MAXMN(HDG I I I!.I' I I - iI�' II'I'i (�II .II I�I Ili .I !II I :�:a' I II _ 3'I•' S FT SLOPING ROO F I �N Q _ z s Fr- - MANSARD ROOF _ 9 429 O t F F E N �:•a:-:-:-: :-:':-:�:+'-:=:-:�:-:-:�:�:-:-:-:':-:-:-:5E--•- AR ON YARD ET N 350.:-<:::�:-:-:-=-::.-_-'-'•'--- -'-.•_-_-.__•___-_..-.__•________________ COND Y FRO _ •. �i#:-_ -_ -_•_,=___- ` '`_'-''_�:: = : :• .•:': : :': :•: : :•:•:': = : : : :- SITE PLAN LEGEND :`rwme . _ : : : - - - Site Plan it N_ PROPERTY D E 0. _ _ _ _ _ _ - - _ _ _ - - _ _ _ _ _ _ BACK _—.---.--.-- PRINCIPAL STRU RE SET RINCI CTV RE K — RY P00 RUCK SETBACK HFo¢suaw .-:'_'_':-_'.-_ _-.'_'.'_-.':`.':_:_._.':•:•:':•:_.':•: _.__. :':_-__.'_ ACCFSSO LSi _ . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ POOL FENCE = . . . . . - - = - _ - . : : _ _ _ _ : __ _ 4 G 00 Scale: 1/8" = T-0",1' = T-0" Date: 3/24/2026 Drawn By. SABBETH PROJECTS _ SABBETH LINNET STREET PROJECTS pvenM B9Y vN Yrvn a MQnMVJ wo,ts Cegrynt prgvum ut of199611,e pveRonb:JWshrthrot Wut"a sotl+a +P ivm aaaln tl:v am�meen erd wmpoiltlm M ryxes eN,4mmn of a W:U,M sut. pobNm,uvNvuN w of tlsx plain,wh a Fmme rtpmmtvl in M+DY re W t b,Je tttsaxn a�wmtM�an v lullags h+,y a,vM rab � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 :,,m.u,,ma:�am:,bsmxiRDRoIFrn J I I I I I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY VIP/nminmrlrminrn�m�nm�rmmr�r� r�rlrrrrrlrmdr����r�dr��� - - M � / I x I - i ` ----\- I/ _1 .,, REMOVE ENTIRE GARAGE AND FOUNDATION 5�- - � - Y✓ � Architect's Notes /Tr//i.: /T//T//T//T//t/T�/Tr/lydl� No. Issue Date G I 01 PERMIT SET 0324.2026 / I / I / I / I / I — / I — / I / I REMOVE EXTERIOR PATIOS( - ( I ( I — / I ( SLAB ON GRADE ( I — ( I REMOVE CHIMNEY AND FIREPLACE / — ( I / I REMOVE BASEMENT ENTRY DOOR AND STAIR REMOVE FRONT ENTRY PORCH�\ \ o ED Zc2�y��'N �cy/r6 T ` I� I� LIVING ROOM BEDROOM ',/i- -_- I - REMOVE FRONT ENTRY STEPS _ _ , I// N�qp D42962 ypF � FDFNE� �I -------- I r�_____11� 9�\ �r---- '--- I r,---_ , FRONT PORCH REMOVE REAR ENTRY PORCH I _ Demo Plans j REAR PORCH I I 9 � ON _ D101 DINING ROOM BEDROOM 9 KITCHEN J -------------------- Scale: Date: 3/24/2026 I, 0 Drawn By. SABBETH PROJECTS I� UP — _- SABBETH PROJECTS 'Nu°mrtl.wt�uNegi Yc V2dTe CcpY�M�Nt�1 U5.O.xaneMA pxpµH{�jp ml lM°n nNMtMvd Wah CeyhpahmevvnM oh990.M pweNm h°NCee M h Nn�vNIM to ce wxea�M1nn x w<4 n Ne+nMx+^�rd ran�w��d iVern stl ek�rcen d hu9�Utln wn °�°ixy°ri,unnnrwleed ve al Neu pbrK x Va a hm�e rtpmm44<°n kperyreM Fueafvmn��Ayeo�uanbL hulf DEevV u�zN�G/a I I I I I I I I I I I I I I 1 �ry J I I I I I I I I I I I I I I I I I I I I I I I L WILLIS 1095 7TH ST REMOVE MASONRY CHIMNEY — GREENPORT, NY 01 1 i__L rT t r r l I - REMOVE HIP ROOF OVER FRONT PORCH I REMOVE HIP ROOF OVER GROUND LEVEL Architect's Notes — i BEDROOM BEDROOM ON I No. Issue Date - 01 PERMIT SET 03.24.2026 TF771 1771 _ �— -- Ti T. tt•�_ 2 �. EXISTING SECOND LEVEL DEMO PLAN _ — --"— — — 1 D102' SCALE:114" 1'-0° REMOVE BASEMENT ENTRY STAIR ,�EµED Are, REMOVE FOUNDATION UNDER F S FRONT PORCH * UNFINISHED BASEMENT — N9�. 042962 y0Qr UP FOp NE`N — vJ Demo Plans UP -- _ D 102 -"--- Scale: 1/4' = T-0" Date: 3/24/2026 Drawn By. SABBETH PROJECTS _ SABBETH PROJECTS me,e qw M,opfyMaJ vm ae wgea,o�o Vi+roM Pom�e^a a�_ 1 EXISTING FOUNDATION DEMO PLAN D102. �-�-- ofi99o.ik prtxuon'vaMa,NnkMfmrtMmM orerdibm,a,Mr y+a�rirpemjrt aM«mprem of ryw N elemvm of Mly�IMdn urn pamnbrt m W U W nd use of Nese qmx wrt o Ime bpemaeq oan kVt/rtM In,b x,Vbn W�omvuRan ar buMup,OnM v�ze0 rNw 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 �<vm�=�b�vuTMVPaF�x L WILLIS N 1095 7TH ST �N GREENPORT, NY i ! i I I — � I I I I I ; I ' I I _ ! Architect's Notes I i L K c 1 — EXISTING UNFINISHED BASEMENT ! I UP — I I � I I - - ! I I I I I I ; I I — I I No. Issue Date ! i I ! _ 01 PERMIT SET 03.24.2026 I I I I I _ o i I I I ; — _ ! I _ ! I ! I I ; 4 I I — ORAWLSPACE I — ! I � I I ; I I ; TNq r� ° I BATH L I • 1 I ... - I 'A 0429'. y0� ° FQ_._. CL � I I D NJ -- I 4 Lower Level Plan STORAGE/MECHANICAL ! -.-. ;:.:-;/4', 1 - LAUNDRY - ..._.__..._..._ MULTI PURPOSE ROOM I I 1 ! I Up Al 00 I I — ! Scale: 1/4" = T-0" Date: 3/24/2026 ° SABBETH PROJECTS ° � �I � � Drawn By. EGRESS WINDOW WELL I I _ I ° _ SABBETH LEGEND PROJECTS EXISTING CONSTRUCTION TO REMAIN _ NEW CONSTRUCTION n".m°y',A; wz n apwcimm mmwd vm�aa�+,. ,y.§n�a,n�sora rm 3 NEW STRUCTURAL CONCRETE WALL oa.mx.,szo,m� nrmaaoewala<w,+Mz arssa rn 000u++'KWm.ea I ea w..oa m m aR,o ram K.to., r.�.,,a,a++.re.omw:n:�er m.ar.d N.R.�u aeagn uaxr,w „mien oa��na iro+m�a ins wu.m,a nemr mw�u�d.a, xyhnnnw°ma�mea�m ramm��a wH.w�o��•wa I I I I I I I I I I I mam�r<emr�^r^wznx warns J I I I I I I I I I I I L WILLIS N , 1 _ -- GREENPORT, NY ................ ..... ...................... ..:... . — ! i I . COQVERED ENT RY.PORCH ! — t I CL CL — I I � — I F, GUIST CL Architect's Notes E6RY FOYER BATHROOM 2 GUEST BEDROOM 3 - I I i I I ! I GUEST BEDROOM 1 I I DN I — _._ No. Issue Date I 01 PERMIT SET 03.24.2026 I I UP CL DEN .. - I DN r 1 I — I 1 I I — I I 5 VY COVERED PATIO I _ ! I ! I - �FtEED Ape THA I ON i KITCHEN LIVING ROOM ! s Ground Level Plan 101 .-.._..}.. A UP Scale: 1/4° = 1'-0" Date: 3/24/2026 Drawn By. SABBETH PROJECTS S N — I EGRESS WINDOW WELL _ SABBETH _ PROJECTS EXISTING CONSTRUCTION TO REMAIN — NEW CONSTRUCTION A m.° �.nw<o2rom�aw.<.�imbmm+n su o' .�,a.e s>rz y/\=cJ-1�•' � NEW STRUCTURAL CONCRETE WALL °nsso.,K way kea+ae a en uN:.a m a.own,o m�+...n �mntlw.uvnnw�ml v.w,nnepm+.wnano°rc Rpresmtedw• nva,.onm,Ka�.m.w�,wa www°w�+ro. �aruw I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 �«.�r��xwm�usnau*H�o,ERs L WILLIS 1095 7TH ST �N GREENPORT, NY ! i - _ , I ! I 5 vi' I � — ! I I i — - ! Architect's Notes - BATH /,... I UNFINISHEDATTIC Ile> FEAT ROOF ! _ OFFICE/FLEX SPACE I i i d ......... ... .... i I No. Issue Date f ! i „ :..._.. 01 PERMIT SET 03.24.2026 I I _ I i i - ! i I i — I I I i ! FLAT ROOF - I i _ ! i ! i I i I — — I MASTER BEDROOM I DN I N � UVA. FLAT ROOF Upper Level Plan '_ CL. MASTER BATH ! Al 02 __sox soa Scale. 1/4° = 1'-0" - - - - Date: 3/24/2026 _,�_-- _,..,.:, ..-,:.: - -�:: ;. :,, .... SABBETH PROJECTS -t- s - Drawn By. I I _ SABBETH _ PROJECTS LEGEN D EXISTING CONSTRUCTION TO REMAIN 3 NEW CONSTRUCTION S r cw,.rewm'W+�n:m`°in+mmvn4M p=mma'�,,.� ,I,,,,t. c,R.gnrrnnusn.,,,..mea 3 NEW STRUCTURAL CONCRETE WALL v«.,roermsomeuo-.�nraam�,lw�cwwgmerme<uaen �nsva m.ao<=moe.�ab.+em n m cn�,a m u.ore.a am.x..o.. pombn u�anwiuG w al Neu pem,vk u Iwre repmmml.un kgty r.M F Me m,Yn�M w¢NCon a Ouiimp Lee9 ra+zN a W w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 „,�.o:�e�x+*+m�mwazm wa cas J I I I I I I I I I I I I I I I I I I I I L WILLIS N 1095 7TH ST GREENPORT, NY ! I I • i ! I — i - .- I _ � I Arc ited s Notes � I I FLAT ROOF No. Issue Date I I _. — ! 01 PERMIT SET 03.24.2026 I ! I — I I ! I ! � OPEN TO BELOW FLAT ROOF I — I I — ! I ! I � I I .....' ....... _...._ �RBD I ' I _ , : ', !_ Ln Y D q �42962 y0 OF FLAT ROOF 8/12NEW RE)bF - '- - --- _ -- NEW ReeF Roof Plan 8/12 - - - i 8/12 I A l 03 O soa Scale 1/4° I :.. Date: 3/24/2026 SABBETH PROJECTS i ._..- __ Drawn By. i i I _ SABBETH PROJECTS - peu°Aer1990aM Wwna NMmaml Ceq+gMVmtxtionM of 1996 M wmeaom Nlea bX X m XntrO m M wvaX I°rm a�wtl n W amrgmem aM.°mp°wm o1+G+.aNekrte+m W 4�Iq.l�ber wA p.iem:�u:u W vhad w of Nne�Yeu wwY n M1o�rc mpe�mkQ[a: . � XV+hnun Mtleafu'.on aamn::emaw.'e•M X�gvelN aWa I I I I I I I I I I I I I I I I I I I WILLIS _ 1095 7TH ST R- E GREENPORT, NY _ — — .—.—.—.—.—.—._.—.—.—.—.—._._._.—.—.—.—.... —.... —.—.—.— —.—.— — —. e-0 _ mm '- - Architect's Notes\I E V\� .-.-.-,_LLVEl FNL91 F.00P� - ----------- - - MM.IEVELCFN� tdFlry' B No. Issue Date — — — —— — ......—. —.—.—.—.—.—. . — — — —. — —'— — — — — — — — — — — ...... — — —..... — ...... — — — =` — 01 PERMIT SET 03.24.2026 i 2 �� NORTH ELEVATION - SCALE:1/4" = T-0" �,. .—.—.—.—.—. —.—.—.—. ��REO At? it nil y��A . - N9�. 042962 y0� FaFNE� FFfL�a� Elevations alualu — —.— - A200 3/24/2026 P W°" Drawn B SABBETH PROJECTS SABBETH PROJECTS .._...__. .......... ��aM°ktrAiCes dn�hro4mttNm W°�gMRote[LMOtt SOUTH ELEVATION _. _.-..-._._. . ...__.-_.. .. ....._.._. 1 -.. ___............. .....___.-. -.._._..._ _. _ SCALE:1/4" = T-0' WIL LI _ 1095 7TH ST GREENPORT, NY — — — — — — — — — — — — — — — —.—.—.— —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.... — —'--'-ems ............ — — — — ......— — — — ........ —.—.—.—......................... —.—.—g� Architect's Notes ••�• — — — — —izwaooA� — - nA• - -•-.-.-. .-.-.-.-...- Wfi VI No. Issue Date -_-.-.�.M�ADNEPASNRWA —. —.—— — —-——-— — — — — —' —'— —'— — 01 PERMIT SET 03.24.2026 -,-,-.-,-.-. EASTELEVATION __ ._.__ . _ ..._ ._........ .............. ........... .............._ ... ._......__.. ---- ------- _.....__._.. ..___... ------ ----._._.._.. 1 2 l....._.. .. __ ... .... _____ ....._... . . . ._... SCALE:1/4" = 1-0' A aE AAw ------------—.—'—.—'—.—.------—'—.—.—.—.............—.—.—.—.—.—.—.—.—.—.—.—.......- -...... u tEREDAF?oy T —— — — ——uvE=aaovA`--0 z i .� —— — — — —.—.—.—.—.—.—.—.—.—.—.—.—.—.— Q FOFNEt1 Elevations nA .-.-.-.-.-.-.-.- -UNG� - WLVY A201 Scale: 1/4" = 1'-0" Date: 3/24/2026 Ewsnnc_h nooA. — Drawn By. SABBETH PROJECTS _ SABBETH PROJECTS VJEST ELEVATION SCALE:1/4' = 1'-0' cea�a.osow,,,,no„ awmc 'axq�.u ,p.n on990.M waaVon IrW a�bn h rp 4mrtea u Te omA fvm x wVl x p�e¢Nort w+nAww'0 uw of Uess p.m,wvh a Im�e�epxmtd un __ ky.PE�MNtle¢�uccn W<mn�w'tnoluYmA�9th[N rNa I I I I I I I I I I I I I I I I I I I I I I I I I I I I -1 ,m.WE.�o.�,.n.es.eAE,xAAaEc,E WILLIS ...... —.—.——._._._.—._.—.— —._. — —._._._._.—.—.—.—.—.—.—. r 10957TH ST - ❑❑ GREENPORT, NY Architect's Notes _.—._._._.—.—.—._._.—..._ oouaxmasx aw.e ._._._.—.—.—.—._._._.—.—.—'—'—' No. Issue Date 01 PERMIT SET 03.24.2026 2 \ SECTION B-B- _ j SCALE:1/4" T-0" ......_._._.—._._....... .—._'—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—s: — 12 ............. ...—...— .._._.—.—.—.—._•—.—.—._._.—.. _.—' ------'------- '—'—..._......._LLVFtCWxc 0 _ ❑❑ — ED ARCH T�Q* — N — — — — — — — — — — — — — — — — —— o429b2 10�r Sections wmxc mnsxv_ - - - -___- _ - - - - -..._ .-.-:____ _ ___ _ __'- - -- � � _ A300 Scale: 1/4" _ T-0„ Date: 3/24/2026 Drawn By. SABBETH PROJECTS _ SABBETH PROJECTS I SECTION A-A W Nmenu dtlnyn LMhr vrtA i SCAL-E: - U4' 1'-0 ouwu�v..am.dveoiueu Wnx.o�ano2 repre,mue.un = ' �e,.,�n.u.renn„d�,rec�o.wu,w emc�.e.cia 1 I I I I I I I I/ I I I I I I I I I I I I I I I I I I I I I I -1 ^�^�•�a^a^wb^"�•�TM°R01� WILLIS 1095 7TH ST GREENPORT, NY Window L4p4nd ID W x H 5l 3D Ront View Notes wmi W101 6'-0'•4'-V m — W1 02 F1 Architect's Notes W103 3'-0'W'fi' F1 6'-0'•4'6 F W105 — W106 3'-0••4'6' F1 W107 3'-V-4!-T F1 No. Issue Date W109 17-0'•SA' 01 PERMIT SET 03.24.2026 W111 9'-0'•SA• Will H-0'•6'-0' W113 S-0••6'-0' m W114 12-01•6'-012 wl15 V-01•6-03/6' m — W116 6-1.6-0316' m — ,�EREDAR, W117 6'-0'•e'4• m * E S e4296't Oar W119 6'-o•w•s m Ttc OF E`NA N W201 3'-0'W'-0' ❑ — m Door and Window W202 6•-0'•4'-0' Schedule W203 3'-0'•4'-0' ❑ _ Da°rLe9end A501 ID W x H Stre 3D Rant View Notes W204 Scale:6'-0'•4'-0' m — D05 17-0'•6'0 ® m W205 Date: 3/24/2026 6'-0'•4'-0' Drawn By. SABBETH PROJECTS D05 12'-O'-B'-W Tull] W206 F1 DO6 3'-0••S-0• W301 6-T.3'-W ED _ SABBETH PROJECTS D09 1S-0'•b'-0' W302 4'-01•3'-0' m — ----------------- n.0 M°smmcngx[a..—QpyrNh—V-0,.xn em.Jv°4•Wn Sac t0i W tle Copy�lgm M 1l US.o.xxmMN Pe[[nan fl90 aM km.n x�W iwvJ wdli CoyM�[Rmxtim M on990.1 h Orme[oon i,A»[de h ed LtnXN ae M a.ntll tvm x°m n en°r[nge[rcnt utl[[mprJuon of,pnx m1 ehmenb M Gn�g[UNe[[W .a[vf wxMwUNwedtlfer 1va•ala kme npc-wwml nn kgalf rtM x Venrtawnolmnnrvc4on a W'tlnga4+q faixN°J/u —I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , nvnnvymrnpenunnw SaBBElxwohRS. J I I I I I I I I WILLIS 1095 7TH ST GREENPORT, NY Architect's Notes No. Issue Date 01 PERMIT SET 03.24.2026 PRIMARY PRIMARY BEDROOM BATH S�µED ARC 4'p�5 Yl THgp tiij�O ENTRY HALL2 a * ti r N9p 04296�ypQ' OF IN IN tt FIRE BLOCKING(TYP) 5/8°GYP BOARD Fire Separation Details I — 2'SOLID WOOD w/SELF CLOSING DOOR /� 7 O A w/SELF CLOSING HINGES [^] I � MULTI- _ MECH PURPOSE ROOM Scale: 1/2" = T-0" Date: 3/24/2026 Drawn By. SABBETH PROJECTS SABBETH PROJECTS .. �<a++l.wk'u�h+5ec Wi dye�lo mq+gM P�Vala'�n n ¢peyM oat F1 YSD.v�renEea — � [nreniEer F990aM krwnvnedntecwFlWON Coy.gl�t Vivlmm mt lu�kM to ev awM 1mm v w�l n tlM nF�gnnent W�mVv:+m N.ryvn Nelmnvoltleslp�urtrvA OVFeNon.unvino�lzeEvwolmvlwo+twbVlSnp��� kgalF revltm�'ry�n�wmnlo XBeFIHVNOIFCR J I I I I I I I I I I I I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY Architect's Notes No. Issue Date 01 PERMIT SET 03.24.2026 GENERAL NOTES _ 1,UNLESS NOTED OTHERWISE ON DRAWINGS.OR UNLESS DIRECTED OTHERWISE BY ARCHITECT,OR DUE TO UNFORESEEN CONDITIONS AT THE TIME OF INSTALLATION, ALL ELECTRICAL OUTLET DEVICES AND CONTROLS SHALL BE INSTALLED AT THE HEIGHTS SHOWN. _ 2 THE PLATES OFALL WALL SWITCHES,KEYPADS,VACWM WIETS,AND CONVENIENCE OUTLETS ON GYPSUM BOARD,WOOD PAINTED WHITE,OR CORIAN SHALL BE SATIN WHITE AS MANUFACTURED BY LUTRON'ARCHITECNRAL'ME OR AN APPROVED EQUAL 3.THE PLATES OF ALL DEVICES LISTED ABOVE ON SURFACES OTHER THAN GYPSUM — BOARD,WOOD PAINTED WHITE,OR CORIAN SHALL BE SATIN BLACK AS MANUFACTURED BY URRON-ARCHIrECTURAV ME OR AN APPROVED EQUAL I MIN-12-MAX 4.ALL OUTLETS AND SWITCHES SHOWN IMMEDIATELY ADJACENT TO ONE MOTHER CL SHALL BE COVERED WITH A SINGLE PLATE ED At?Cy 5.-A.F.F.'NOTATION IS MEASUREMENT FROM FINISHED FLOOR TO CENTERLINE OF _ �j T C. LAMP. W ' 6.SINGLE POLE SWITCH TO DAMSON OF LIGHT FOITUREAS TS SUPPLIED BY TO �,a Z a CONTROL FAN SPEED AND DIMMING OF LKBTT iDQURE AS SUPPLIED BY * # f y- MANUFACTURER OR AN APPROVED EQUAL r FROM EDGE OF ®® DEVICES NOT INDICATEDON PLAN BUT REQUIRED BY WEESMOKE DETECTORS OR ANY TMGOVERNIER DUENG CODE SHALL — N9T�IM 04296�y0� WALL OR BE IN CONTRACTOR'S BID AND ARCHITECT NOTIFIED OF LOCATIONS BEFORE °F NE DOOR JAMB INSTALLATION. 8'— 13® NECESARYFELECTRICALWEFICESNOTSWORK PROPERLY THE DRAWINGS THAT ARE NECESSARY FOR THE N HITEC TO WORK PROPERLY MUST BE BROUGHT S WE BID. E __.____ ATTENTION OF THE ARCHITECTAND BE INCLUDED IN THE CONTRACTOR'S BID. _ 9.ALL DMMOR COW IFWCE OUTLETS SHALL BE MOUNTED FLUSH IN WALL Electrical Notes ELECTRICAL SYMBOL LEGEND �®®® ®� ° �® MODPAINTETU'LOWPROFILE IN BOX FOR NEW CONSTRUCTIO TO MATCH SIDING.AND MANUFACTURED BY N APPROVED EGTON QUAL ALL G. -_ _ EXTERIOR OUTLETS ARE TO BE MOUNTED AT 7 IIAV AFF UNLESS OTHERWISE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION NOTED. — KEYPAD ® FLUSH FLOOR DUPLEX CONY.ouTLEI RECESSED FIBER OPTIC WALL FIXTURE ® CENTRAL VACUUM VACUSWEEP -� STEREO VOLUME CONTROL 10.ALL SMOKE DETECTORS SHALL BE FLUSH MOUNT UNITS AS MANUFACTURED BY BOSCH'FCP-S00-SERIES-MODEL NO.FCP-500 OR AN APPROVED EQUAL AND -I.E. p p CARBON MONOXIDE ALARM WPP WIRELESS ACCESS POINT INSTALLEDBYWE SECURITY ALARM CONSULTANT INORDERTO CONNECT TO E001 HOMERUNSWITCH- SL POWER FOR OPERABLE SKYLIGHT '" FIBER OPTIC CABLE ® CENTRALSECURITY BATTERY BACKUP BE H MOMIT UNITS HOMERUNSWITCH W/OCCUPANCY SENSOR�H .O FIBER ILLUMINATOR ® THERMOSTAT CPT CHORDLESS PHONETRANSCEIVER O It ALL CARBON MONOXIDE DETECTORS SHALL MODEL N.FCISO-COO — 5 ROLL-UP SHADE OUTLET IN POCKET y MANUFACTURED BV BOSCH-FCP-SW'SENES-MODEL NO.FCP-S00{OR AN � APPROVED EQUAL AND INSTALLED BYWE SECURITY ALARM CONSULTANT AND Scale: 1/4" = T-0" CONVEINCE OUTLET W/HALF CONTROLLED .�� LINE VOLTAGE TRACK&FIXTURES QQ SMOKE DETECTOR-(WJ WALL MOUNTED l:T LOCAL AN EQUIP.LOCATION _ 3�. INSTALLED BYIHE SECURITY ALARM CONSULTANT IN ORDERTO CONNECT TO a— — III WIIEWAY BYSWITCH - -- — ---- (D)DInfMER REVEAL CENTRAL SECURITY BATTERY BACKUP Date: 3/24/20 26 SINGLE POLE SWITCH- NYPI wATEPPRDOF ® RD® COMBINATION CARBON MONOXIDE MULTIPLE FUNCTION OUTLET: N9 o0oRPROOF SPECIAL PURPOSE RECEPTACLE R--( RECESSED STRIP FIXTURE DETECTOR&SMOKE ALARM 12.ALL FLUSH BOOR DUPIFX CONVENIENCE OUTLETS SHALL BETHOMA588ETT5 �CH +--8} ® E9T615SWITHSTANUSSSTEEL COVERS,AS MANUFACTURED BY CARLON,ORAN Drawn By. SABBETHPROJECTS y�{ STRIP FIXTURE O DOOR CHIME CALL BUTTON O D C-CABLE APPROVED EQUAL REMOVECAPPETFLANGE. CONVENIENCE OUTLET RECESSED CEILING FIXTURE ❑ F'E D-DATA/COMPUTER 4 P-TELEPHONE 13.FOR ALL EXTERIOR FIXTURES MOUNTED IN STAIR RISERS.DISTANCE FROM �PM PLUG MOLD D RECESSED STEP FIXTURE RECESSED WALL GRAZER LIGHT FIXTURE © DOOR CHIME E-ELECTRICAL OUTLET FOR DEVICE NOT TO SCALE FINISHED FLOOR TO CENTERLINE OF LAMP SHALL BE HALF THE HEIGHT OF THE RISER SABBETH 0 4-POLE CONVENIENCE OUTLET ® CEILING MOUNT FIXTURE FLOOy ABLE MOUNT FIXTURE PHOTO SENSOR PORCH HEATER 14.SHADECONTRACTORNSFORMRS WITHNRCHATE no. CONTRACTOR TO IFALLEIN BID L — 11� RED=TO BE SPECIFIED BY SHADE TRANSFORMERS WITH POWERING MOTORIZED IN BID ALL M TOUCH PANEL DISPLAY , IPODDOCK O MOTION SENSOR j,( CEILING MOUNT SPEAKER OIV INTERIOR DESIGNER NECESSARYMANUFACTURESLS AND E OMMEOATION.ATED HPOWERINGMOTORIZED PROJECTS pp SHADES TO MANUFACTURERS RECOMMENDATION. tyeFl GROUND FAULT INTERRUPT OUTLET O PENDANT FIXTURE ® ELECTRICAL MOTOR (rtI RECESSED // \Y 15.BRAVNOR APPROVED EQUAL FOR CENTRAL VACUUM;PROVIDE NOSE AND D} WALL MOUNT SPEAKER-GURU SUB-wO0H0. TOOL SET @ALL LOCATIONS SHOWN. GFI WATERPROOF OUTLET f0 WALL MOUNTED FIXTURE O EXHAUST FAN-(WI WALL MOUNTED CEILING FAN _ Um BY ALL PLUG MOLDS SHALL BE MODEL N0.24R312TRSi5WH ASMANUFACTURED [ — A / BY WIREMOI)OR AN APPROVED EQUAL wpnpm�rgmpafecwnn S APPLIANCE OUTLET R RECESSED FLOOR FR7URE yQ CENTRAL VACUUM INLET ROORMOUNT SPEAKEP 130 90.lfe Pmwmn."lm.dneroFbmcamm.wmormr.[.m.. De[e"b[t990 ud Han n wtl u�eoval W eM[apir%9N Fdenion Kt N anrgemem mB[ompmlew�A pxe�M ekmxm aMsgn lkAx wM w"�xFb^•""siinwlwB w al[nne PU^X"vn w n"me mlxermmd un I , kgdy�eWtnm[muY"n"1mw[ngnv WlBuy B[nP•NM mNw I I I I m"wury[wrlxw'b^i"SMwflH mOhC1I 1 I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY Architect's Notes • EXISTING UNFINISHED BASEMEN P _ No. Issue Date 01 PERMIT SET 03.24.2026 ------------ 0 CRAWLSPA E . ... .. ._ ... ... .. ... D E THq`•y�r BATH N D4296z y0Q' �OFNE� CL -- R R R Lower Level Electrical STORAGE MECHANICAL LAUNDRY _._—._ IHN MULTI PURPOSE ROOM Plan QD ED ..._. UP .... R R R _ E100 ® R R Scale: 1/4" = T-0" Date: 3/24/2026 Drawn By. SABBETH PROJECTS P — — - EGRESS WINDOW WELL - - - SABBETH PROJECTS DxomM 690 vd Iroxn nude WMI<Cop<gM VMxtionut aD996 Pe praealm Mtlei pe k rat[mtr]m u+aen�l lvm n xa n M�rmpemmt aN rcmpatim N Rvn aN<kmmu N Ua�LFA wN pro�«mn,wunM n<e use q oleo d+�.^ml>imm mM<mrt4 w kyiy e veaiumno�<mmue'onw wunTe<'m<ezN rNw I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 �.+w<ar�^=u+e��Rvaoncrs L WILUS 1095 7TH ST GREENPORT, NY R R R — Architect's Notes qp R SD 5� SD R R R No. Issue Date D102 _ 01 PERMIT SET 03.24.2026 R R D QV Q 13 R — — v D103 .. _....- - 3 3 S R r �4296`t y0� FOF Nft� R Main Level Electrical R Plan I - _ - E101 — Scale: 1/4" = 1'-0" V R 3 R R 3242026 ® Date: — Drawn By. SABBETH PROJECTS _ SABBETH PROJECTS cvY.oh'wan Sac Y13 M dr Cap,rgFt Kt f 1 US.D.n meMM CxnMx A30 aM1nCwnaYd tisY WakI CUVi'S�VNKtimM o1D90,Md.�"m'✓rh[ONadnb Mtnceae4�Wu��Urder wfi �"mieaw�.ra�Mnnw� oiusuW wataro"e rewaemea.�" 1 I I I I I I I I I I I I I J I I I I I I I I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY ----' Architect's Notes R B ® UNFINISHED ATTIC ® FLAT ROOF OFFICE/FLEX SPACE . ................................................................... . d No. Issue Date _ 01 PERMIT SET 03.24.202 FLAT ROOF — = a MASTER BEDROOM �a DN..._ Nq�, D42962 y0Qr FOFNE� 49 VAULTED CEILING FLAT ROOF --- Upper Level Electrical OVER 6TCHEN Plan CL. MASTER BATH - --- - - -- - -- E 102 - sm Scale: 1/q• 1,_0„ • _ _ — — — Date: 3/24/2026 SABBETH PROJECTS Drawn By. _ SABBETH PROJECTS -.ro:�mm.w ea.+sKwxaa<rarn4 .y.N�vwm m o«.�.e.,+wowwo..�a:reern.ywonac arosam.w.�«emw.a.usn�.0.a.k mma.,�m.u�,� w.i�'m�im�mwrm�rz ���e,�e vwn.o-k a�.2prtmcl�• 4v+r�.,:n m v.a�,.m•m�.m a,a m m.c,�,.n,a.aw, J I I I I I I I I I I L WILLIS OO O GREENPORT NY EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION ---------------- SWaaer Shed ——————————————————— -- ——— ——————————————— Gifford I PROJECT — 20345, 20 V i T ----------------- ------- ---- r 2z�3< ------------� ---------� NORTH437 203158010 ouR sBo2lvFox I I I I I I I I I I I 7i FOUNDATION PLAN - I I I EYJS71Nc S100 SCALE 1/4"=1'-0" 1z a'-0 I 1 I I B• 2•-0 B I I I I I FOUNDATION WALL — _ IEXISTING FOOTING NOTES: ABBREVIATIONS I 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF I I I EXISTING CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS,DRAWINGS O STRUCTURAL I I EXISTING LI•IFINISHE D BASEIMENT 1 I I DEMOLITION AND BEFORE ANY NEW STRUCTURAL WORK SHOWN ON THE DRAWINGS IS INSTALLED. I I - { I I 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. _ ( 3. S INDICATES TEST PIT LOCATION.EXCAVATE PRIOR TO CONSTRUCTION TO EXPOSE EXISTING r SP BEAM POCKET —� I I I I I FOUNDATION WALL AND FOOTING. DO NOT EXCAVATE LOWER THAN THE BOTTOM OF THE C CANTILEVER I I _ EXISTING SLAB _ I I EXISTING SLAB I I EXISTING FOOTING.MEASURE PROJECTION OF FOOTING FROM FOUNDATION WALL STOP y1P�0.g1CK 8�40.G " - CB CEILING BEAM I - 1 r ON GRADE i O i I I ON GRADE I 1 `T — I CJ CEILING JOISTS I I 1 O I EXCAVATION IF INTEGRITY OF WALL IS DOUBTFUL CONSULT STRUCTURAL ENGINEER PRIOR TO I EXISTING I I I I I EXCAVATION. L -J L J I I I I 4. ARCHITECTURAL ELEVATION U-00•CORRESPONDS TO EXISTING FINISH FLOOR ELEVATION. OEB OVERBUILD { I EXISTING EXISTING I I { { 5. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS,WATERPROOFING,AND DRAINAGE. SF STEP IN FOOTING 6. BOTTOM OF FOOTING ELEVATION SHALL BE-12'-8'UNLESS NOTED ON PLAN AS()C-XX'j. U.N.O. UNLESS NOTED OTHERWISE I COLUMN ABOVE COLUMN ABOVE I I I 7. PIER REINFORCEMENT SHALL BE(4)45 VERTICAL,EVENLY SPACED.EMBED 9'INTO FOOTING WITH -111141 V.I.F. VERIFY IN FIELD I I EXISTING FOOTING EXISTING FOOTING I I I { 90 DEGREE V HOOKAT BOTTOM END. BBP# BEAM BFARINGPLATE I I I I I O B. ALLANCHORBOLTSFORHOLDOWNSSHALLBESETINTOFORMSWITHTEMPLATESPROVIDEDBY FESSIONp�• — CB P# COLUMN BASE PLATE I EXISTING I I I I I THE HOLDOWN MANUFACTURER PRIOR TO POURING CONCRETE VERIFY SUFFICIENT #K NUMBER OF KING STUDS FOUNDATION WALL I I 1 STEP TOP OF FOOTING ONLY pJ NUMBEROFJACK STUDS I THREADLENGTH EXISTS ABOVE TOP OF SILL ANCHOR BOLTS INSTALLED AFTER CURING WILL NOT PIN NEW WALL TO EXISTING WALL HAVE SUFFICIENT STRENGTH. ISSUED FOR CONSTRUCTION CDL=OJOC DEAD LOAD DEFLECTION DOWN EXISTING FOOTING—� �^ B'CONCRETE WALL I I B.O.NEW FOOTING= 9. SHEAR WALLS-SEE SCHEDULE FOR SIZE AND QUANTITY OF SILL ANCHOR BOLTS. _ ATL=0J0(' TOTALLOADEFLECTTION DOWN I I TP B.O.EXISTING FOOTING 10. PLACE VERTICAL IN FOUNDATION WALLS UNDER EACH HOEDOWN,(1)EACH FACE,IN ATL=O.%X'UP DEFLECTION UPWARD PIN NEW WALL I I IC:) �' I O ADDITION TO FOUNDATION WALL REINFORCEMENT SPECIFIED ELSEWHERE NQ Issue Date 1 y a 11. CONTRACTORTO COORDINATE WITH ARCHITECT AND STRUCTURAL ENGINEER ALL SLEEVES AND TO EXISTING WALL. { I L iBWL BRACED WALL LINE I B.O.NEW FOOTING= I ) 1 O PENETRATIONS THROUGH FOUNDATION WALL.UNDER FOOTINGS,OR UNDER SLABS,FOR — GWSP CONTINUOUSWSP I I BO EXISTING FOOTING I I 1 X i UTILITIES PRIORTO CONSTRUCTION OF THE FOUNDATION. GB GYPSUM BOARD I I w WSP WOOD STRUCTURAL PANEL I I {I V 4. MF — —STEEL MOMENT FRAME I L _ —— — — -- — -- -- t� O s STEP TOPOF WALL O LEGEND TP I r I sago 10'0 CONCRETE SONOTUBE WITH X : IAB31N FOOTING SF 6` (4)#5 DOWELS FOOTING TO PIER STEP TOP OF WALL SEE DETAIL 8-STEM EXTEND BARS FULL HEIGHT I1IS208 TYPICAL(4)LOCATIONS NEW BEAM R.:VILSPA"E 4'SHELF FOR JOISTS 1 y CONIC WIDE X V-T THICK TYPICG28AL L(4)LOP FOOTING ———— EXISTING BEAM TYPICAL(4)LOCATIONS 'RAT SLAB AT )95LONGITUDINAL BARS — NEW JOIST S RAWLSPACE TOP LONGITUDINAL BARS _ .0.SLAB--W-1 TOP AND BOTTOM OVE -- EXISTING JOIST 8-STEM 8. 1•-0' SHEARWSCHEDULEALL FOR HIGH LOW I 4•SHELF FOR JOISTS CONCRETEDE X DOTING SEE PLATE ANCHOR — � � NEW RAFTERS I IAB3 IN FOOTING S CONCRETE FOOTING SILL PLATE ANCHORAGE — HIGH----LOW salad 1SEED.ETAIL 1 � 4 STEM o- � EXISTING RAFTER I 11/5208 4'SHELF FOR JOISTS HIGH LOW SLOPING MEMBER s�ao S I 1 saw AB1 AB1 ❑.�--.� INDICATES MOMENT _ _BFJ SF — CONNECTION TOCOLUMN AB1 m�2 L _ J N BEAM WITH WOOD ATTACHMENTS __ —� -------------jj r ------------ W10X22(TW@) T=TOP FLANGE NAILER I W=WEB BLOCKING I 12'CONCRETE WALL g I\ s B=BOTTOM FLANGE NAILER L m Y I \ '2• l ` PATS r T.O.WALL }}f SEE TYPICAL DETAILS I -0'-0• I�SEEP soj OF EXTENT OF FRAMING I STEP BOTTOM OF f/ \ FOOTING ONLY I ^� I FOOTING ONLY VVV ���...` '.� CL AB2 FRAMING DIRECTION 10'CONCRETE I 1 FOUNDATION WALL C ❑ 1 • T.O ).WAIL 0 WOOD POST ABOVE FLOOR LEVEL(PA) 1 r I 1 I x I I 5'SLAB ON GRADE \ ..ULTI�JRPOSF ® WOOD POST BELOW FLOOR LEVEL(PB) I ST-'R�CE'GEChF.tv'tC.+_ I T.O.SLAB=-1T-012' SHEAR WALL ABOVE I SHEAR WALL ABOVE WOOD POSTABOVE AND BELOW SEE SCHEDULE FOR I UN6P.':' I SEE PLATESCHE AN FOR — POST BELOWMUSTBE EQUAL SIZE SILL PLATE ANCHORAGE I i I I SILL PLATE ANCHORAGE TDP°STABDVE Foundation Plan 1 I L AB2 ❑ SQUARE HSS TUBE COLUMN I { t 1 HSS COLUMN BELOW I I I 1O'CONCRETE — HSS COLUMN ABOVE I I FOUNDATION WALL HSS COLUMN ABOVE AND BELOW I T.O.SHELF OF T.O.WALL 1 2'-0'WIDE X T-0'THICK , O -2'-9' X'-XX' I CONCRETE FOOTING ^ PIPE COLUMN ABOVE(PCA) i T.O WALL // 12•CONCRETE WALL 1 I I TYPICAL UNLESS ` O O PIPE COLUMN BELOW(PCB) j J J HOEDOWN(HD) --- -1'-T\ --- NOTED OTHERWISE t �---- --------------------------------- ----------- — -CHANGE IN FLOOR ELEVATION AB1 �I - -- r--------, FOOTING — 1 1 FOUNDATION WALL 4'SHELF FOR JOISTS A81 AB1 1 1 111 Date: 02.26.606 L--------J 8'STEM SHEAR WALL ABOVE L-- -----J — Project#: 2006 r — — EXISTING FOOTING SEE SCHEDULE FOR ado ..�. I SILL PLATE ANCHORAGE EXISTING FOUNDATION WALL j L-————————J j 8'CONCRETE WALL 0 NEW WALL Eas AC WSYTCENTERED — SABBETH O EXISTING WALL T.O.WALL BEARING WALL ABOVE PROJECTS BEARING WALL BELOW ® x_ . ANCHOR BOLT SCHEDULE _ CENTERLINE DESIGNATION MODEL — � I A81 SABR5/8X24 INDICATES TEST PIT LOCATION I AB2 SABR1X30 TP-X WSWH-AB1 IN FOOTING AB3 SEE DETAIL IIS208 L WILLIS 1095 7TH ST GREENPORT, NY _ EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION 6 Wa,Street _.. - PROJECT �� NORTH 2O3d580210 V.- 20 W3d5BD219 F- L VLJOISTS AT I6'O.C. .edwmdyonlcyergi�en.00m '' MATCH DEPTH OF MAIN LEVEL FRAMING EXISTING JOISTS DOUBLELVLJOIST ; ; ---------- 1 ON LOWER LEVEL PLAN — AT WALL ABOVE. SIMPSON HU HANGER I MATCH DEPTH OF i i S1O1 SCALE 1/4"=1'-0" 1z• a'-0• I EXISTING JOISTS 6' 2'-0' e'-0' TYPICAL I I - I NO1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF ��G JI rIN15'^+'v o§5E+:�'J T I I EXISTING CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS,PRIOR TO STRUCTURAL ` 1 I DEMOLITION AND BEFORE ANY NEW STRUCTURAL WORK SHOWN ON THE DRAWINGS IS INSTALLED. -- 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. SE OF NE - I ------- 3. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS.WATERPROOFING,AND DRAINAGE. I{' 1 - p PIER REINFORCEMENT SHALL BE(4)#5 VERTICAL,EVENLY SPACED.EMBED 9'INTO FOOT NG WITH �0.g1C1(BF4 9� .�� 90 DEGREE 6'HOOK AT BOTTOM END. � _� _.--�.L.=�? .Or`�"- - = �-='3- -- ��-'-"- }'r S. OR BOLTS FOR HOEDOWNS SHALL BE SET INTO FORMS WITH TEMPLATES PROVIDED BY PCB(E) IPA PA PA I PA PAI -PCB(E) PA } ALL ANCHOR I I I L THE HOEDOWN MANUFACTURER PRIOR TO POURING CONCRETE.VERIFY SUFFICIENT iI( BEARING WALL VERIFY BEARING THREADLENGTH EXISTS ABOVE TOP OF SILL.ANCHOR BOLTS INSTALLED AFTER CURING WILL NOT `SEER EGWALL i i i I ABOVE OF POST ON EXISTING HAVE SUFFICIENT STRENGTH. - V FOUNDATION WALL 6. SHEAR WALLS•SEE SCHEDULE FOR SIZE AND QUANTITY OF SILL ANCHOR BOLTS. Pp'111141 EXISTING I I_--—_I I ® 7. PLACE(2)If5 VERTICAL IN FOUNDATION WALLS UNDER EACH HOLDOWN,(1)EACH FACE,IN ADDITION "'VEESSION��� LOW GIRDER I I I TO FOUNDATION WALL REINFORCEMENT SPECIFIED ELSEWHERE. ! I ISSUED FOR CONSTRUCTION I I 1 0 — I EXISTING DOUBLE I I I _ I JOIST AT WALL 1 I I I 2 s�'3 No. Issue Date I ABOVE,V.I.F. Q 1 I I I II +11 _. OIUNDATION WALL //���%�j OVERBUFORIL FRAMING CRAWLSPACE SIMPSON STRONG WALL ABOVE — 14'TJI230 SEE DETAIL 2JS208 AT 16'O.C. HD7 HD1 HD, (3 14'LVL - - e�aTr. ' L r s� CL \\ HD2 D O d ---Ong -- � � � - F I $I 0 Ni ¢ a V AT- Al o ;.:Ji.Ti PN:,OSE RC^Y' w WSTC1'iAZ-- 1-CF:MG.- I _ Main Level Framing — r f HD2 On Lower Level Plan HOLDOWN SCHEDULE \ e�� S 101 DESIGNATION MODEL NOTES _ - HD7 HDUE3SDS3 ATTACH TO ANCHOR BOLT,SEE Z/S206 HD1 --- __ - HD2 HDUE73SDS3.6 ATTACH TO ANCHOR BOLT,SEE 2(S206 - SC01e: '1�4"-�-�� HD3 HDUE3SD53 ATTACH TO PSL BEAM,SEE 4IS206 - HD1 HD7 Date: 02.26.2026 HD4 HDUE3-SDS3 ABOVE AND BELOW,SEE 5IS208 - Project#: 26006 sloe TYPICAL HANGER SCHEDULE MEMBER SIZE HANGER 2X10 LUS2,0 SABBET 2X10RAFTER LRU21OZ 2 14'LVL .14 14'TJ1230 IDB2.37„p PROJECT 14'TJI 560 111- 6/14 NON-TYPICAL HANGER SCHEDULE DESIGNATION MEMBER SIZE I HANGER NOTES 3 2X8 HEADER HUC26-3 CONCEALED FLANGE HANGER _ 2 2X10 HU 2210-2 CONCEALED FLANGE HANGER 3 2X10 HEADER HUC2103 CONCEALED FLAN GE HANGER 2 51/2'LVL HUC46 CONCEALED FLANGE MANGER VARIES LCE4 POST TO BEAM J I I I I I I I I I I I I I I I I L WILLIS 1095 7TH ST 6X6 PT 6%6PT' GREENPORT, NY 7ST FLOOR STUDS CONTINUOUS o ZX1I AT 16'O.C. o - FLAT ROOF 1ST FLOOR TO ATTIC,TYPICAL NEW NEW GOVERI:U_ EDwAgp STANLEY ENGINEERS LLC NEW WALL ALL ALL EE11',R�PO'.•.H STRUCTURES AND PRESERVATION (2)2X10 (2)2X10 I 6 Wct,St-f BWL-WSP HEADER..-- -HEADER -(2)2X10 HEADER. (2)yC10 HEADER-�J Gm'Owd,CT 06437 2J+3K 2J+3K 2J+�2,K ( 2T2 PROJECT 20358,021 -4 ramn NORTH 203SB0219 Fm� GL.i `` 1Ja2K 3 UPPER LEVEL FRAMING _ ' I �- ON MAIN LEVEL PLAN is 1J+3K i I I i I"EXTERIOR WALL i 1 - ABOVE T� S102 SCALE 1/4"=1'-0F 1111111111�2V 7 " 1r bw• ol. I ENTRY FOYER z - - :-I�.LL E?T r Lu NOTES: I z 3 1. CONTRACTOR To VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF I I 1J+2K EXISTING CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS,PRIOR TO STRUCTURAL 1J+3K I GUEST nEOP.GCiJ 3 I K DEMOLITION AND BEFORE ANY NEW STRUCTURAL WORK SHOWN ON THE DRAWINGS IS INSTALLED. GUEST 6EDROOb12 I ^\ - w \ �( 2. CONTRACTOR TO PROVIDE SHORING AS NECESSARY. SEQ [(try H2EADER r�T12EADER /^H2EADER 3, SEE ARCHITECTURAL FORBUILDING DIMENSIONS,WATERPROOFING,AND DRAINAGE. I 1 I I -..-� I 4. SHORE CANTILEVERED BEAMS AND OVERHANGS UNTIL PLYWOOD SHEATHING IS INSTALLED. h•�p &1CK 26' 4X6 1J+2K 5. EXISTING JOISTS ARE 2X8 AT 16'O.C.TYPICAL UNLESS NOTED OTHERWISE. 2JyJK 2J+1K 2J+1K ZJf1K 2J*tK 2J+7K Y� 6. NEW JOISTS ARE I4'TJI560 AT 16'O.C.TYPICAL UNLESS NOTED OTHERWISE. (J//// 7. HEADERS ARE(3)ZX10 TYPICAL UNLESS NOTED OTHERWISE. - BEARING BEARING 2X70 AT 16'O.C. OVERBUILD PITCH FOR I WALL(E) FLAT ROOF - WALL(E)„�� I I' DRAINAGE ON FLAT ROOF `111141 �U 1Jr3K i D1.1 (. i E%7ERIOR WALL #FESSIONP�• j I LLLJJJ� i I ISSUED FOR CONSTRUCTION AT.H ol, I _% - m! No. Issue Date a I II I 1 I' 1J+3K I i UP DE:. OVERB C�. I �� I DRAINAGE ON FLAT ROOF FLITCH BEAM SCHEDULE BWL-WSP �I I 2J+3K ( ?J+2K -"(2)2%10-- -- =(2)2%10" (2)14'iVL-HEADERS-' (3)2X70 ® CONTINUOUS ®® (3)2X70 DESIGNATION WOOD PLIES STEEL PLATES HEADER NEW HEADER NEW I i 6X6 PT 6X6 PT 6X6 PT FLITCH'A' (3)1 3/4'%14'LVL (2)1/4'X 74 WALL I SIMPSON STRONG WALL - WALL I'I 1J+2K 0 1J (WSWH24X10).TRIM TO FLITCH-B' (4)1 3/4•X 9 V4•LVL (3)5/8•X 9' HEIGHT.SEE DETAIL 'SEE TYPICAL FLITCH BEAM DETAIL FOR /5 TO FOR TONNE ION - 1 p• TOP PLATE BOLT SIZE AND SPACING m C I c1 O I: 2X70 AT 16'O.C. I OPEN TOo HOLDOWN SCHEDULE I FLAT ROOF w G vEReDP.'IO DESIGNAT ODEL ION M NOTES m m WESTERN PLY OF c HD7 HDUE3SDS3 ATTACH TO ANCHOR BOLT,SEE 2/5206 = CONTILVL OF FLITCH'B' s I N , HD2 HDUE135DS3 PLAN DET.5 ATTACH TO ANCHOR BOLT,SEE 2JS206 AILUOUS 00 (2)SIMPSON CS20 STRAPS 3/54SEE - HD3 HDUE3SDS3 ATTACH TO PSL BEAM,SEE 4/S206 HIGHA.OW AT SPLICE IN RIM HD4 HDUE3SD53 ABOVE AND BELOW,SEE S/5206 St .2 1.). ALL SIMPSON CS20 STRAP S=ER CS20 STRAP I I SWH24Xt0).TRI TO HEADER TO JACK STUD �I 1J EIGHT.SEED ETAIL HEADER TO JACK STUD 1J+2K 3IS208 FOR CONNECTI �-A- HD4 HD3 USE 1 3!4'LVL RIM FULL LENGTH JTYPICAL HANGER SCHEDULE ToTOP PLATE . LEDGER OF NORTHWB WSPMEMBER SIZE HANGER _ _ I i LEDGER ^_.HEADER HEADERA-US210 a2K 2J+ +1J 2Ja3 1+2K I;- o Jr2K PA PA +K6X6RAFTER LRU210Z PL'LVLU414 7J+6XB PSL KING (2)5 12'LVL J _ 6X14 PSL II230 IUS2.37/14 HEADI THREADED RO WITH HEADER(2)SIMPSON LS50 CLIPS I SIMPSON DTT EACH END. w I. IU53.56/14 TO TOP PLATE AND THREADED ROD PA SEE DETAIL(4 LOCATIONS u9l NON-TYPICAL HANGER SCHEDULE (2)AT BOTTOM PLATE I WT SIMPSOND (2)2X10 ? � EACH1. 13.SI D AIL p c -(z)14'LVL DESIGNATION MEMBER SIZE HANGER NOTES I I ALIGN (WEST F E OF �' -� E BLpOpNG p 32%B HEADER HUC26S CONCEALEDFLANGEHANGER FLITCH WITH ST FACE F--I-7 _ )II I t5T(2)IAYS 1J*4K 2 2X70 HUC210.2 CONCEALED FLANGE HANGER I OF 2X6 VJ I-II-Ji HD4 ® 3 2X10 HEADER HUC2103 CONCEALED FLANGE HANGER I - 6X14 PSL HEADER J! _ .I 2 512'LVL HUC48 CONCEALED FLANGE HANGER OPEN m m a `� I U $ I-� PLYWOOD SHEATHING VARIES LCE4 POST TO BEAM 6XB PSL CONTINUOUS-� s FACE OF SHEAR WALL _ I T WINDOWSILL. O ICI I k w I t'-A AIR t P m I INTERIOR AND EXTERIOR I Ij (2)$IMP30N LSSO CLIPS-I Di'JI':G ,. SHEAR WALL SCHEDULE WIND ONLY TO POSTEACH:END I -a Pn 2X10AR16i0.C. �� 1 ,_ I PA I ' I I SYMBOL NAILING FRAMING MEMBERS SOLE PLATE AND CONNECTION SILL aANCHOR ROD CLIPS-RIMBLOCKING 21 I I EXTERIOR �. _ w BEARING eTOP HORIZ TO RIM/BLOCKING SIZE AND SPACING TO TOP PLATE I EXTE ORWALLABOVE WALLAB_OVE - _: J F WALL AB V, E HD4 Upper Level Framing SHEATHING EDGE FIELD PLATE STUDS BLOCKING � � IhhI�� A 2X SILL a 5J8'@ 4'-0' A35 AT 16'O.C.OR I _L�__8 I -' - -BLOOCKING SOLID BLOCKING,-' 1J+aK e ONE SIDE 8d@6'a.c. 8d@12'".c 2-Zx Zx 2x SINGLE LTP4AT24'O.C. ` II I ` 1STj2)BAYS BETWEENJOISTS On Main Level Plan 1J+6X8 PSL KING fI � (2)2X70 DI _..(2)14'1,VL•' �_ ABOVE WALL AP 2X SILL+5/8'@4'-0° A35 AT 16'O,C.OR (2)SIMPSON LS50 CLIPS _ ONE SIDE Sd @ 6'o.c. 8d @ 12'a 2-2x 2x 2x SINGLE 2x wlt6d @ 6'o.c, LTP4 AT 24.O.C. TO TOP PLATE AND I �U � /� '�\) 2XSILL+5/8' 1'S' A35AT8'O.C.AND (2)AT BOTTOM PLATE I I (2)BASOILI SATBLO LOW RT _ J I II ` OL e SINGLE 2x w/4'SDWS AT S'o.c. @ (2)BAYS AT LOWER TOP f - J BOTH SIDES 8d @ 4'o.c 8d @ 72•o.c. 2.2x 2x 2x +1-3Iq'LSL RIM BOARD LTP4 AT 8'O.C. PLATE ELEVATION TO vm ' ���� •�-� ( RECEIVE CS20 STRAP Y4 '• -� a _ _'-0" NOTES: HEADER HEADER -I BWLW -_�_ __-. -.2J:3K 6X6 $COTE" N SHEATHING SHALL BE 15132'MINIMUM AND PLYWOOD,PRODUCT STANDARD PS7 SPECIES GROUP PRATED SHEATHING'PER STRUCTURAL NOTES. ---�„ =- 5_,�... - tJ+y(-- - - 2J 31C - - I ,/4" 2. PANEL EDGES SHALL BE BACKED WITH 2.FRAMING. 2J+2K 2J 2K --tJ PSL Q 6%14 PSL HEPDER� Date: 02.26.2026 3. WALLS 4'-0'OR LESS IN LENGTH:INSTALL PANELS WITH FACE GRAIN VERTICAL ALL OTHER WALL LENGTHS:INSTALL PANELS EITHER HORIZONTALLY AND STAGGER I VERTICAL JOINTS,OR INSTALL PANELS VERTICALLY AND STAGGER HORIZONTAL JOINTS. (2)SIMPSON CS20 STRAPS Ms IMPSON CS20 STRAPS 6XB PSL.W-IINIOUS 2000Q 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6'O.C.ON EITHER SIDE,PANELS SHALL BE OFFSET SO EDGES ON HIGHILOW AT SPLICE IN TOP PLATE HIGHA.OW AT SPLICE IN RIM AT-WIN SON LS5 I - Project#: OPPOSITE SIDES DO NOT SHARE THE SAME FRAMING MEMBER. TO POST AT EAC CLIPS _ 5. STUDS AND BLOCKING-SEE STRUCTURAL NOTES FOR SPECIES AND GRADE. TO POST A7 EACH END 6. AT WINDOW OPENINGS IN SHEAR WALL.SEE DETAIL 31S207. SABBETH 16d 8d COMMON ORBd GALVANIZED BOX Bd a LENGTH=3-12' LENGTH=2-12• LENGTH=2-12' LENGTH=2-12• DIAMETER=0.162' DIAMETER-0.131' DIAMETER=0.113' DIAMETER=0.131' 3 PROJECTS _ HEAD-11732• HEAD-9132' ' HEAD-19/64' HEAD-9132' 25 m SOLE PLATE PLYWOOD TO STUDS-SHEAR WALLS IN SCHEDULE PLYWOOD TO STUDS m EXTERIOR WALLS NOT LABELED ' AS SHEAR WALLS ON PLAN 7. ALL SIMPSON TB SCREWS OR BOLTS ARE STAGGERED 3/4'ON VERTICAL CENTERLINE OF COLUMN. •- 8. ANCHOR BOLTS CONNECTING SILL TO FOUNDATION SHALL HAVE A 3•X 3•X 3 GAGE(0.23-)PLATE WASHER,WITH A STANDARD CUT WASHER BETWEEN THE NUT AND THE PLATE WASHER,EXCEPT SHEAR WALL'A•.SEE PLAN FOR QUANTITY OF ANCHOR BOLTS ALONG LENGTH OF SHEAR WALL. 9. QUANTITY OF ANCHOR BOLTS ALONG LENGTH OF SHEAR WALL SHALL BE THE GREATER OF TWO,OR THE VALUE IN THE TABLE,OR THE QUANTITY SHOWN ON PLAN 10. CLIPS-RIM/BLOCKING TO TOP PLATE ONE EACH END OF LABELED WALL ON PLAN AND SPACING PER TABLE. REPRESENTS SHEARWALL TYPE AS DESCRIBED IN THE SHEAR WALL SCHEDULE d DENOTES THE LENGTH OF WALL TO BE INSTALLED AS DESCRIBED IN THE SHEAR WALL SCHEDULE 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 I I I I I J I I I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY _ I EDWARD STANLEY ENGINEERS LLC EXISTING FIRST FLOOR ------ STRUCTURES AND PRESERVATION WALL BELOW -----_-_---- 6.11. ST0 --------------- --LI------- --------------1--_-_- -----_ 6437 --_-__-_ I PROJECT - 203-4 8 2 9F- NORTH 2O3d590210Vona - i � I i 203-0SBfY119 Fm� ROOF FRAMING ON I I I IJ) UPPER LEVEL PLAN - _ I I S103 SCALE 1/4"=1'-0" 1r 4zw -y ITE 11O CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL IF v I 1 EXISTING CONDITIONS ARE DIFFERENT FROM WHAT IS SHOWN ON PLANS,PRIOR TO STRUCTURAL T' r DEMOLITION AND BEFORE ANY NEW STRUCTURAL WORK SHOWN ON THE DRAWINGS IS INSTALLED. \ I ' 2. CONTRACTORTO PROVIDE SHORING ASNECESSARY. 3. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS,WATERPROOFING,AND DRAINAGE ,��.OF NEwJ• - , _ lll}JJJ\ 4. SHORE CANTILEVERED BEAMS AND OVERHANGS UNTIL PLYWOOD SHEATHING IS INSTALLED. - y'lQ'fpR1CR e[��P,f .2A�_�� --------------I.� 5. NEWRAFfERS ARE 2X10 AT 16.O.C.TYPICAL UNLESS NOTED OTHERWISE. 11NFIfJI!n CAT71C ly (� (� FLAT ROOF 6. CEILINGJOISTS(CJ)ARE ZXB AT I6'O.C.TYPICAL UNLESS NOTED OTHERWISE. I T T j{ 7. HEADERS ARE(3)2X8TYPICAL UN ESSNOTED OTHERWISE CFFIC_.F EX:SPICE it UN / I 1 - -111141 IOFES$10�p�� i ISSUED FOR CONSTRUCTION _ I _ I No. Issue Date — I I I I I � I I , I I I EXISTING FIRST FLOOR \ / - WALL BELOW \ / % FLAT ROOF — / FIRST FLOOR / \ TYPICAL HANGER SCHEDULE WALL BELOW A B' MEMBER SIZE HANGERHEADER• - - -o-...HEADER '-'--" .HEADERm;' BWL•WSP 2X10 LUS210 ____-_ --_ --.---.-- +2K +2 6X6 B - 2 U RAFTER LRU210Z -+ e, X6 , ¢,PSL PSL 2 14•LVL w 14'TJI 230 IUS2.37/14 m1 / 14'TJI 560 U414 IUS3.56/14 I I =( -'� \L£TER 6ED �'�RC� NON-TYPICAL HANGER SCHEDULE r i ppp � - - --MEMBER - CEILING BREAK DESIGNATION MEMBER SIZE HANGER NOTES i 0 ____ _ ___ _ _ ______ 3 2X8 HEADER HUC26-3 CONCEALED FLANGE HANGER I 41,10K 2 2X10 HUC210-2 CONCEALED FLANGE RANGER S '•• - - 3 2%10 HEADER HUC210-3 CONCEALED FLANGE HANGER Y II 2 512'LVL HUC46 CONCEALED FLANGE HANGER 1.SULTEC CEILING r VARIES LCE4 POST TO BEAM C,,,Ep��1CHEI� BEARING WALL t-1 STUDS CONTINUOUS y FOR CJ I 2ND FLOOR TO ROOF -� 4212211ali RIDGE BEAM I�� I e TYPICAL SHEAR WALL SCHEDULE WIND ONLY- �. 3,a LVL RIDGE BEAM FLAT ROOF __- ( a' � 2 2X8 HEADER� I I _2 2X8 HEADER SYMBOL NAILING FRAMING MEMBERS SOLE PLATE AND CONNECTION SILL+ANCHORROD CLIPS-RIMMLOCKING II e SHEATHING EDGE FIELD TOP STUDS BLOC TO RIMIBLOCKING SIZE AND SPACING TO TOP PLATE i ..l Ij Roof Framing On PLATE BLOCKING 6 I/1J+4K A 2X SILL+S/8'@4'-0' A35AT16•D.C.OR CL L',ASTERB�,T,I Upper Level Plan eONE SIDE W @ 6-..- Btl @ 72'o.c. 2-2x 2x 2x SINGLE 2x w/16d @ 6-O.C. LTP4 AT 24.O.C. I - 2X SILL+SIB'@4'-0' A35 AT 16.O.C.OR 1 ? eONE SIDE 8d @ 6•o.a. 8d @ 1Z'o.c. 2-2x 2x 2x SINGLE Zx w/16d @ 6b.c. LTP4 AT 24'O.C. y w - e SINGLE2xw14'SDWSATS'o.c. 2XSILL+518'@1'6' A35AT8'O.C.AND li U S 103 _ BOTH SIDES Bd @ 4'o.c. BO @ 12'o.c. 2-2z 2x � +1-3/4'LSL RIM BOARD LTP4 AT 8'O.C. li � v - I e BWL-WSP NOTES: _--_--1---- ----------- _ _ N 1. SHEATHING SHALLBE 75/32'MINIMUMAND PLYWOOD,PRODUCT STANDARD PS•i SPECIES GROUP I'RATEO SHEATHING'PER STRUCTURAL NOTES. I ------ ---- ----------- ------ -""-"- --��-- - 6X6 Date:Scole .26 �'-O" 2. PANEL EDGES SHALL BE BACKED WITH 2x FRAMING. PSL 3. WALLS 4'-0'OR LESS IN LENGTH:INSTALL PANELS WITH FACE GRAIN VERTICAL ALL OTHER WALL LENGTHS:INSTALL PANELS EITHER HORIZONTALLY AND STAGGER FIRST FLOOR FLAT ROOF BELOW. Dote: 02.26.2026 VERTICAL JOINTS,OR INSTALL PANELS VERTICALLY AND STAGGER HORIZONTAL JOINTS. WALL BELOW OVERBUILD PITCH 26006 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6-O.C.ON EITHER SIDE,PANELS SHALL BE OFFSET SO EDGES ON Project FOR DRAINAGE - #: OPPOSITE SIDES DO NOT SHARE THE SAME FRAMING MEMBER. _ 5. STUDS AND BLOCKING-SEE STRUCTURAL NOTES FOR SPECIES AND GRADE 6. AT WINDOW OPENINGS IN SHEAR WALL.SEE DETAIL 3/S207. 16tl 8d COMMON OR Bd GALVANIZED BOX ed o. w SABBETH LENGTH=3-112' LENGTH=2-1T LENGTH=2-1/2' LENGTH=2-1IT 3 - DIAMETER=0.162' DIAMETER-0.131' DIAMETER-0.113- DIAMETER=0.131' 3 3 3 PROJECTS HEAD HEAD HEAD-19164' HEAD-9/32' 3 m - m m SOLE PLATE PLYWOOD TO STUDS-SHEAR WALLS IN SCHEDULE PLYWOOD TO STUDS- EXTERIOR WALLS NOT LABELED AS SHEAR WALLS ON PLAN 7. ALL SIMPSON TB SCREWS OR BOLTS ARE STAGGERED 3/4'ON VERTICAL CENTERLINE OF COLUMN. 8. ANCHOR ON CONNECTING SILL TO FOUNDATION SHALL HAVE A 3'X 3•X 3 GAGE(023'j PLATE WASHER,WITH A STANDARD CUT WASHER BETWEEN THE NUT AND THE PLATE WASHER,EXCEPT SHEAR WALL'A'.SEE PLAN FOR QUANTITY OF ANCHOR BOLTS ALONG LENGTH OF SHEAR WALL 9. QUANTITY OF ANCHOR BOLTS ALONG LENGTH OF SHEAR WALL SHALL BE THE GREATER OF TWO,OR THE VALUE IN THE TABLE,OR THE QUANTITY SHOWN ON PLAN 10. CLIPS-RIM/BLOCKING TO TOP PLATE ONE EACH END OF LABELED WALL ON PLAN AND SPACING PER TABLE. REPRESENTS SHEARWALL TYPE AS OESCRIBED IN THE SHEAR WALL SCHEDULE q DENOTES THE LENGTH OF WALL TO BE INSTALLED AS DESCRIBED IN THE SHEAR WALL SCHEDULE I I I I I I I I I I I L J I I I I I I I I I I I I I I I WILLIS STRUCTURAL NOTES UNDERSLAB VAPOR RETARDER METAL CONNECTORS FOR WOOD FRAMING GENERAL NOTES t. UsecoSimpson products installed Per mod Construction Corless notomted otherwise. (GG2024)by Simpson Strung-lle. 1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications,Induct the 2025 Residential Stegowrap 120 by Steno Industries(www.stegoindusthes.comj. 2. Use common nags at all metal wood connectora.Unless noted otherwise. Code of New York State. 3. Joist hangers,cross bridging and all connectors for wood construction shag be galvanized steel as manufactured by Simpson Strang Tie or approved - 2. Work shag comply with federal,state,and local laws and statutes and the requirements and coditios of all regulatory permits issued for the work RIGID INSULATION BETWEEN EDGE OF BASEMENT SLAB ON GRADE AND FOUNDATION WALL manufactured nails as ed malling* 3. MswdualelementsoltheproJecthavebeendesignedbythesWduralengineeraresisttherequtredcdeforcesthalkxwaexistinthefinalcomplead OwensComthgFeamular1000orapprevedequalconlormingathefogawingrequlrements.ASTMC578TypeVlwithminlmumcompressivestrength=lODpsia110% 4 1Oaa,_rz:tl�smayactbepsubstihnedfof ndorl6dnailssepecifiedbyd for trmanufacturerforthatconnector.unlessnotdanplans 1095 7TH ST suuduct only.It is the responsibility of the Contractor to provide all required temporary shoring end bracing during construction a maintain stability and safely,of ail deformation divided by a safety factor of 3. 5. Provide metal post bases and post caps(Simpson type CC)where wood posts conned a wood beams independent of framed walls. atructura elements and adjacent property during construction until the Structure is completed. 8. Provide Simpson type ABA or ABU or post base where a wood post bears on a foundation.Bases and cops Shall be galvanized et exterior conditions. G R E E N P O RT NY 4. The contractor shall be solely responsible for means,methods,techniques,sequences or procedures of construction;for coordination of the work of all trades,and RIGID INSULATION BETWEEN BOTTOM OF GARAGE SLAB ON GRADE AND SUPPORTING SUBGRADE Mesa .The contractor shag comply with the Department of Labor Safety and Health Regulations for construction promulgated under OSHA Neither the Owens Coming Foamular 1000 or approved equal conforming to the following requirements.ASTM C578 Type VI with minimum compressive strength=100 psi at 10% 7 Wheel wad beams bear directly an anchor bmasonry p embedded rs,anchor beams to plars with Simpson ABU or approved equal,with Simpson recommended anchor - tors ey. professional activities of ESE nor the presence o(ESE,or its sup-consultants at a construction site shall relieve the General Contractor end any other angry of deformation divided by a safely factor of 3. Botts embedded thback in e the filter co ill with Simpson peonSET-XPan fromadhesive,having unless noted otherwise.Engineer,0 seedy ABU device. _ these responsibilities. 8. An the back end o/cantilevers with Simpson anchors having an egmvst fa uplift seedy er see Ile. S. CostructionobservationsbyESEwlgconsistofreviewoftheprojedWbecamegenerallyfamnarwiththeprogressandqualityofthecontradorsworkandto RIGID INSULATION BETWEEN BOTTOM OF SLAB ON EpH/pRp$TpNLEY ENGINEERS LLC work is proceeding n general accordance with the structural contract documents.Construction observations are not inspections.Our observations Owens Corning Foamular 250 or approved equal conforming to the following requirements.ASTM C578 Type IV minimum compressive strength=25 psi al 10% 9. Ins Simpson specified oUrerwiselon pan at all flush forming conditions.Use joist face mount hangers specified in iLevel Joist speafie/s guide TJ 4000, do note ehthe p rilli g tla not guarantee the performance of any contractor,subcontractor,Supplier or any other entity furnishing materials or performing any work on theca Tact and ESE deformation d'rvidedMesafey factor of 3. 10. Provide metal huMcene anchors at each after.Unless raid,use Simpson H2A or as regmea by the lo�al governing building code. STRUCTURES AND PRESERVATION has no responsibility for failure by contractors and subcontractors a comply with contacts,construction drawings,specifications,or laws.R ESE is not retained to If. Rafters framed flush to structural ridge beams Shan have Simpson LRUZ hangers. - d Water Street provide construction administration services,the CLIENT assumes ail responsibnity for interpretation of the Contract Documents and for construction observation SAWN WOOD FRAMING GENERAL g pecifia p Guglord,CT 06437 1. All woad framing shall N Installed In accordance with the American Forest end Paper Association Frame Construction Manual',least edition. 12 Where hen ers are s d or required al slo Trig or skewed beams,the contactor she speciy the=act slope and skewwhen ordering the he end waives any claims against ESE that may be In any way connected thersa. 203-d580210 Fax 6. Dimensions and elevations of existing construction given in structural drawings are based on information contained in various original design and construction 2. AR framingl shag lumber shag to the folcewiNAmdcan Forest Paper Association Design Specification for Wood CosWWon',latest edition. 13. methods for protection against corrosion of ACO or CuAz wood preservative con edorswood fandt stesrs mull be approved by the design profroming components am used,all connectom and essional.eleners she0 be stainless steel.Altemaa 203d5B0219 Fax documents provided by the Owner and/orArchilect and limited field observations and measurements.The contractor shag verity all Information pertaining to 3. M taming Lumber shall conform to the fon'Tim'Timber C;ogoverr rig standards. n corn existing conditions by actual measurement and observation at the site.All discrepancies between actual conditions and those shown in the contract documents A American Institute of Timber Constructbn,'Tirtther ConsWcfion Manual;latest edition. STRUCTURAL STEEL www edwmdsanlayergmea shall be reported s the actual for his evaluation before the affected construction Is put in place. B. American Forest and Paper Association'National Design Specification for Wood ConstruWon,'latest edition. 1. Design is based on 14TH Edition of the RISC Steel Construction Manual,Allowable Stress Design. 7. The contractor Is responsible tccoordinateapreconfWWon meeting to review structural Iplans.Meeting attendees shah include,but not be limited to,the 4. All lumber shall be grade-stamped by a recognized grading agency and shag be Surfaced-Dry. 2. All structural steel work shall conform a the following governing standards:contractor.project architect project engineer,framing subcontractor,and concrete subcontractor. 5. Sawn framing lumber shah be of the(Wowing minimum grade and spade for the specified use. pa,cle for the s psi Kiln dried t5%MC A AISC'Specification,for the Design.Fabrication and Erection of Structural Steel far Buildings.'latest edition. 8. Upon execution of the contract,the contactor hereby covenants and agrees lo indemnity and saves harmless the owner and engineer of record forever from and Studs,Plates Douglas Fir Lerch Stud Grade,Fr850 3. AD strectual steel shall conform to the following ASTM Specifications: against losses and tlat=,demands,payments,suits,actions,recoveries,and judgments of every nature and description,including attorney's fees,brought W-Beam Nailer Douglas Flr Larch Stud Grade,F-850 Dsi,E=1,400,000 psi.Kiln dried 15%MC A Plates ASTM A36 egainstthe owneror the engineer of record by reason of actor omission of the contractor,or a subcontractor to the contractor,or of an individual,group,or entity, Joists,Ratters Douglas Fir Lerch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry 4, M beams except ranblever beams shall be fabricated with natural camber up. directly or indirectly employed by the contractor or such subcontractor,In the performance of work for,or the rendering of services to the owner. Deck JoislsrBeamsPressue Treated Southern Yellow Pine#7,Fb=1500 psi,E=1,600,OD0 psi. S. Fabricator OualMicetions:A qualified fabricator who participates in the AISC Certification Program and Is designated an AISC Coughs nt Category 9. Drawings shall not be used for construction unless noted'Issued For Construction"and sealed by ESE.Drawings used for bidding purposes shall not be used for 6. Sills in concoct with concrete or masonry shag be 2x Southern Yellow Pine 01 Pressure Treated or l-12'Strandguard TimberStrand LSL E=1,300.000 psi, BU at time of bid. - consir,"on. _ 10. Details on drawings tided,TYPICAL DETAILS•,shall apply to all situations«wMng on the project that am the same or similar to thaw Specifically drawn.Such Allowable stress pe tubers shag earn env psi STRUCTURAL STEEL BOLTED TO WOOD details shag apply whether or not they am keyed In at each location. 7. Pressure treated members shall be preservative treated in accordance with AWPA U7,as required by IRC R317.1. 8. Field cut ends,notches and dulled holes in pressure treated membem shall be treated In wearderoe with AWPA M4 as required by IRC R317.1.1. 2 Bolts shall be A307 hex head bobs,unless noted otherwise. STRUCTURAL DESIGN NOTES:See table on structural drawings. 9. Where Sawn framing lumber is flush famed to engineered lumber(LVL,PSL,LSL),glued-Iammatd,or steel beams,set the girdem 114'dear below lop of taming 2. Carriage Dolts may be used with written permission from engineer and it square shanks are not placed in holes in steel. • lumber to snow for framing lumber shrinkage. 3. Threaded rod shall be either ASTM F1554 Fy-36 ksi,or ASTM A36 OF NE y v technical engineer) 10. All natters and joists shall align direcfly with studs baby,where required install additional studs. 4. Holes in wood shag be 1116'lager than the bon diameter,unless noted otherwise. RETAINING WALL DESIGN ASSUMPTIONS(To be verified by the krvmer's goo PCF or less. 11. At rafters,provide bridging 8'-W OC. STRUCTURAL STEEL SCREWED TO WOOD y1?•,,0.R1CN tiff �� 12. Lap all plates at comers and at intersection of pardtions. Soil dry density =ven Coefficient of Shtling Friction -0.40 13. The ends of beams shall be braced against rotation with blocking,hangers,bridging,bolting,or other means approved by the design passional. 1. Holes in steel for Simpson SDS sett drilling wood screws shag be 1132'larger than anew shank diameter. Equivalent Active Static Horizontal Fluid Pressure =35 PSF (Wags free to rotate at the top and unbraced) 14. At end wags when raflersgoists are patina to wag.block first 2 bays where roof/flaar plywood sheathing panel edges are perpendicular to wall and every 4'-0' Equivalent At-Rest Static Horizontal Fluid Pressure=58 PSF (Wags braced at the top) minimum.Nag sheathing to blocking 1Od at 4'o.c..Nail blocking to rim and wan. SUBMISSIONS 15' No new or existing stud,Joist beam,or miter shall be cut,notched,or holes added without approval. 1. A schedule of construction with start ed completionhe missions dates for foundations,Su structural steel erection,f cons Superstructure framing at each goon and the roof. V BACKFlLL AND STRUCTURAL FILL 76. Stud bearing walls cuelobe 2x4 at 16'o.c at thelnterior and 2x6 at 16'o.c.atthe exteriorunless noted otherwise. 2. A Concrete design mix each typees fconcrete.The desigtedn mix shag be accompapriorlo the start of consWWon.the Act business days for review. -111141 1. Structural(controlled)fig is defined as a wen-graded durable sand and gravel material fee of day and organics,with 100%by weight passing(BWP)the 3'slow. 3. Concrete design cob[for each type of concrete.The design mDn shah od accompanied by lest reports conforming to the ACI method forfield experience 40%to tits%BWPthe tf4 sieve.l0%to 50%BWP the#40 sieve,and no more than l0%BWP me#200 sieve.Sol particles finer than the No.200 sieve shag be 18. Exterior wall studs shall be continuous between points at which they can be braced byafloor or finuus from floor or the Act medod for trial mbeWas,Including a graph of w/c ratio versus Strength,in accordance with ACI 301.The design mix shag be sealed and -m�fF$$tONP� non-lasbc.Material shall conform to the State of Connecticut Department of Transportation standard speafirallons Forth 816,Article M.02.01,Granular Fill, 19. Where existing well openings are to be infi8ed,feframe wag as required so all studs shall be continuous from floor to hoar. signed b a professional engineer. D 79. Do not install non4oad bearing partitions below load bearing beams until all load bearing framing is completely installed,induding roof framing. Y Grading A of Article M.0206.Submit an independent gradation analysis and modified proctor lest for engineels review. 20. Use double studs at ends of walls and ends of wall openings unless a larger post is speed on plan. 4. Concrete reinforcing details, shoe drawings hips.Drawings all fabricated dimensions,reinforcing and layout,bar marks,cover,spacing,all s reinforcing grade and finishes, 2. Structural fill shag be placed in layers not more than 8'In loose depth.Do not place fig material an Surfaces that are muddy,frozen,or containing In or frost Place typical erection details,bend types,laps.Drawings shall show all construction end contraction joints.Drawings shall show embedded devices such as fill materials evenly adjacent to the sWdues,carryirg the material uniformly around the structure in each fin.Fa shall be compacted a 95percent of maximum 21. Provide double joists under partition wags that are parallel to the joist span. _ anchor rods for columns,anchor rats for holdowns,anchor rods for wood sins,embedded structural steel shapes and plates.etc.Show an elevation of - ISSUED FOR CONSTRUCTION denary measured at optimum moisture content and tested at each fin a verity density according to ASTM D1557. 22. Use double trimmers and headers at all floor openings where beams are not designated. each won.No fabricatim shan commence without approved shop drawings.Shop drawings shag not be reviewed unless first reviewed by the general Fig material,fill placement,and fill compaction shall be approved by a testlrg agency licensed by the State of NY and approved by the owner. 23. Install solid blocking between joists under bearing wags that are perpendicular to joists. conuedor. 4. Crushed stone below foundations and slabs,beldndfoundationwailsandreainingwalisshe9 cadumblerodkwith aunitweightof170to115 PCF end an 24. Installacemounthangersel all flush fremingcontlitionsunless spedfiedon plan.See Framing Connectoe notes this sheeL 5. Wood shear walls:submit nails and screws conforming to shear wall schedule on thestrudualdrawings. NO. Issue Date internal friction coefficient of 38 degrees,with 100%by weight passing(BWP)the P sieve,20-55%BWP the 12'sieve,0 to 20%BWP the 3/8'sieve,0 to 10% 25. Anchor all afters and ridge beams to resist uplift BWP the#4 sieve,0 to 5%BWP the#8 Sieve. 26. Black between an cantilevered joists and install web stiffeners h W oists. INSPECTIONS S. Free draining samUgravel backing shall be placed behind all foundation walls and cantilever retaining walls and shag be defined as a well-graded hard durable sand 27. An bon holes in load hearing wood framing components shag be no more than 1/16'larger than the boll diameter. 1, Inspections Shan be performed by a testing agency CIA)provided by the owner,a9eetechnlW engineer evicted by the owner,or Edward Stanley and gravel material with a dry density of 115 PCF to 120 PCF or less,with 100%by weight passing(BWP)the 3'slew,30%a 90%BWP the#10'slew,10%a 28. Nails.unless( axed otherwise ),wise on Ke drawings. shag bz 0.ommon nails,as 20d(4'x O(1g2ws: Engineers(ESE). _ - 70%BWP the#40 sieve,and less than 5%BWP the#200 sieve.Crushed stone is an alternative backfill material. 2. Inspections shall be required for the following Items: A Sub grade for foundations by building department or geotechnical engineer FOUNDATIONS HEADERS AND BEAMSand ineer 1. The contractor shag investigatewith testpits the condition and depth of the existing foundation system.Thedesign professional shall observe the exposed 1. Unless noted on drawings,headers strait be as follows.Intenorwags(2)2z10's,exterior wahs(3)2z10's.Ckmsider LVLalieu of sawn lumber where shrinkage is C. CCooncrretee einforrccemlent placem by ent TA cal or ESE conditions prior to ezcovation for haw/oundatlons. not desired. 2. winBuildingfoundrtonsshagbearonewfoun firm sWrbed soil,having minimum bearing ceDadty of 3,000 p51.Adequacy of bearing stratum shag be verified In field and 2. not Typical sired.al end of header consists ol(1)2zJack stud and(1)2x king post union noted otherwise on plans.Stud to match wall stud size. D. SamD. pling and devices eve4 ngoudinga concrete rod.sTA teel hales for wood posts wet set steel plates and angles,etc.by TA or ESE - inspected by the local building department prior to placing concrete.Adjust bottom of footing elevation as required. 3. Where posts cue not speed,provide 3'minimum o1 bearing length and support the WO width of the beam. F. Structural details by TA or ESE 3. Prior to placing the bedding layer of crushed stone under slabs on grade,prepare subgrade by removing all unsuitable,loose,disturbed material.M any fin is 4. Beams shag bear an the Wg depth of a stud wag unless noted otherwise on the drawings. G. Wood materials grading by TA or ESE required,fill must be controlled fig approved by the geotechnical engineer.See'controlled fill". SAWN POSTS AND COLUMNS H. Wood conor wall deans n T i or BE 4. Do not place concrete on a subgrade that is frozen,muddy,wet or containing In or host. 7, Typical post supporting beamlsbuilt up Post of 2x members amass noted otherwise.The width of the post shall equal the width of the supported beam. I. Wood or details and diaphragm deans including holdown connections,blocking,metal connectors by TA or ESE 5. Do not place backing against basement walls until all floors bracing these walls ere in place and the concrete wags have attained their 28-day strength. P PP 9 a 6. Ali footings exposed to frost must lea embedded a minimum of 3.5 feet below finished grade,unless the subgrade consists of competent bedrock which the 2. Where wood posts are specified on the drawings,the supported beam(s)shall bear on the Wh cross section of the post - gcotechnical engineer determines during an Inspection to be sufficiently competent a withstand freeze-thaw effects. 3. Builtup columns shag be fabricated as follows: _ 7. Do not excavate lower than the bottom of the existing foundation without written pesission from Design Professional. Column from 2x4 members: 8. Aline connecting the nearest points of the bottoms of any two footings shell not have a slope greater than 1 vertical to 2 horizontal.Adjust bottom of fooling (2)Laminations:(1)row 1 Od nails on each side of column,W OC,staggered. staggered. elevations a required.Verity bottoms of existing footings. (3)Laminations:(1)now Simpson SDWS or SDS x 4'screws 8'OC on each side of column,sta ed. 9. Preservative treated sills shag be anchored to the foundation wall with 518'anchor bolts,with Simpson BPS-5/8-3 washers,with a 2'90 degree hook at the end. (4)Laminations:(1)raw Simpson SDWS or SDS x 6'screws e'OC on each side of column,staggered. The bolts shag be embedded 7'into concrete and 15'Into solid grouted CMU block.Locate bolts not more Ihan 12'from comers,at sides of openings,and at 4'-0' - Column from 2x6 members: (2)Laminations:(2)rows 1Od nails an each side of column,8'OC,staggered. - 10. Coordinate the locations of anchor bolts to align with vertical stripping for high wind reinforcement. (3)Laminations:(2)rows Simpson SDWS or SDS x 4'screws 8'OC on each side of column,staggered. 11. Mender belts shag be set in fortes end wet set unless noted otherwise. (4)Laminations:(2)rows Simpson SDWS or SDS x 6'screws 8'OC on each side of column,st ggereit. 4. Where posts are specified on the drawings as 4x4,4x6,ea,they shall be sand PSL Column/Post See below. ADHESIVE FOR EMBEDDING THREADED ROD INTO CONCRETE OR MASONRY 5. Where wood posts are speed above and below a level of floor forming,maintain the same cross sectional area through the thickness of the hour either by A Embedded in concrete or stone:DEHig ROD IIT-RE SOO V3 or Simpson MASONRY unless noted otherwise on drawings. continuing the post,adding LVL blocking underneath,or of a beam of the Same width as the largest post. 2. Embedded In Concrete Masonry Units(CMU)or brick masonry Hirai HTT-HY 270,unless noted otherwise on drawings.Use HIMsomen tubes where masonry is 6. Brace the top and base of all posts/columns. - hollow or where masonry contains voids. MANUFACTURED WOOD PRODUCTS CONCRETE 1. LVL(Micro Lam)Beams:Manufactured by Weyerhauser.Fb=2600 psi,E4.000,000 psi. 2. PSL Paallam Beams:Manufactured by by Weyerhauser. Fb-2900 psi,E=2,000,000 psi 1. All concrete work shall conform to the ACI"Building Code Requirements for Reinforced Concrete'(ACI 318),latest edition. ( ) 2. Slab work shag conform a applicable portions of ACI 302.7R Guide for concrete floor and slab fansWcdon,latest edition. 3, PSL(Parallam)CdurnnslPos,Manuladured by Weyerhausen Fr-2500 psi,E=1,800,000 psi,1,=0,00 psi 3. Design of concrete mDkes,location of construction joints in slabs,staggering of pour placements,location of pour slips,and placement antl curing procedures shag 4. PL PLUS(Parellam)Beams Service Level 1:Manufactured by Weyerhauser. Fb=2117 psi.E=1.66D,000 psi - be performed by the contractor In a manner that will minimize shrinkage cracking of the slabs. 5. PSSL PLUS(Paraliam)Columns Service Level 1:Manufactured by Weyemauser. FG1750 psi,E=1,386,000 psi _ 4. M concrete for footings,walls and plea shall be normal weight with 5%air with a minimum ultimate compressive strength of 3,000 psi at 28 days with a maximum O: Substitutions are not allloowed without apred by proval from design professional and the contractor shall compensate the design professional for time spent evaluating the slump of up to 5'. 5. Concrete for exterior slabs on grade shall be normal weight with 5%airwith a water-to-cement runs of 0.45 or less and a minimum ultimate strength of 4,500 psi at proposed substitution. 28 days.Provide design mix ingredients such that shrinkage shall be ra more than 0.03%to 0.05%.Provide supporting ASTM C157 testing results for the design 8. The pys of built up manufactured wood products shag be fastened together in conformance,with the manufacturers spedfiefs guide,unless noted otherwise. mix.Concrete Shan be moist cured and covered for 7 days. 6. Concrete for garage slabs on grade shall be normal weight with 5%air with a water-to-cement ratio of 0.45 or less and a minimum ultimate strength of 3,500 psi at WOOD STRUCTURAL PANELS - 28 days.Provide design mix ingredients such that shrinkage shag be no moo than 0.03%to 0.05%.Provide supporting ASTM C757 testing results for the design 1. Wag and roof sheathing shall be plywood panels unless specifically noted as OSB on the drawings.Plywood shag be APA rated sheathing,exposure 1,for the mbk.Concrete shag be moist curd and covered for?days. specified span,manufactured either per product standard PS-1 spades group 1.OSB shag be APA rated sheathing for the specified span,made per product 7. Concrete for interior slabs on grade Shan be normal weight concrete with a water-to-cement ratio of 0.50 or less,maximum slump of 5',and a minimum ultimate standard PS-2,exposure 1.Index stamp shag be visible on ail sheets.Panels shag be of the following thirhnass:Roof 5/8'or 3/4'.Wags 12'.Floors shall be 3/4' strength of 3,500 psi at 28 days.Provide design mix ingredients such that shrinkage shag be no more than 0.03%to 0.05%.Provide Supporting ASTM C157 AdvanTech(www.advantechperfonms.com)tongue and grooved. testing results for the design mix.Concrete shall be moist curod and covered for 7 days. 2. Install with long dimension across supports and with each panel continuous across 2 or more spans.End joints Shan occur over taming. 8. The contactor shag repair an shrinkage cracks designated as unacceptable by the architect by injection grouting with no additional=1 to the contract. 3. Ali plywood shall be glue nailed to floor joists sing APA approved construction adhesive(AdvanTech Subfloor Adhesly,or LoWte PL Premium,or approved - 9. Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR shall contain 20% equal.)Use ply dips or t edge support's required fa plywood Sheathinng.anel g joins, at tongue and g fy ash.GGBFS shall conform to ASTM C989 Guide WO or Grade 120.Fy ash shot conform to ASTM C618.Design suenglhs shag De echievetl rn 56 days with 5. The use4. Leave lofmaddce at all plywoodne nailing Ls subject toecontinu dsatisfactoryoints.Leave 1/8"space at all pert rmance.Panel nails hagnbe driven so that the headsare flush with the surface of the panel Structural Notes these cement substitutions, 10. Reinforcing steel shag be deformed bars conforming to ASTM A615,Grade 60.Reinforcing steel shall be detailed according to the ACI Manual of Standard and the minimum panel edge distance is 1 inch. Pra W co(ACI 315),latest edition. WOOD SHRINKAGE RECOMMENDATIONS 11. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 3051or hot weather concreting. I. Lumber shall be kept dry.Keep water from putting on subfloci - 12. Welded W re Reinforcement(mesh)shall conform to ASTM At064,with a minimum ultimate tensile strength of 70,000 psi. Wclural drawings. 2. Contractor shall regularly monitor and retold the moisture content(MC)of umber. 13. Provide minimum temperature reinforcement,inrequired by ACI-318,in all slabs and walls where reinforcement in not indicated on the s 14. Support and sewrey he reintorclng to prevent displacement during concrete placemern operations.Rocks,masonry,or other materials may not be substituted g finishes 3. Do not install gypsum wall board and brittle well until MC can be maintained at 12 1/6 or less. C chairs.Wire mesh must lap one Wil mesh at each Side and end laps.Use vinyl or epoxy coated ties and accessones to secure epoxyaoated reinforcement.Place SCREWS V 2 O O mesh on chairs to maintain its position during the pour. SDS15. Fabricate reinforcement to the required shapes and dimensions within the alerances staled in the Concrete Reinforcing Steel Institute(CRSI)Manual of Standard 2. SDS rid SDWS SDSHeaB scmw-Duty Connector Skxeon.Subba(25"li urtorm am not Slowed withoulwritten permission 1mm Engineer of Record.Practices. 16. Provide deamnces from face of concrete to the dosest surface of reinforcement as follows,unless noted otherwise on the structural drawings: 3. SDWS shall be SDWS Timber Screw(22'diameter) Scale: AS NOTED Concrete cast against each 3' 4. TS shall be TBP1460(014 shank size) Concrete exposed to weather or each 1.5' S. TREN TURBO shall be TNT25334TF(12'X 3314') Concrete not exposed to weather or earth 0.75' Dote: 02.26.2026 17. Coordinate sire and location of an openings and pipe sleeves with architecture!and mechanical drawings.Minimum concrete between sleeves shall be 6'. 26006 18. At openings in foundation wags provide(2)#5 bare(1 each face)at each side,placed 2'from edge of opening.Each bar shall extend T-T beyond opening,unless - Project#: noted otherwise. _ 19. Install slab curing measures immediately after finishing on the same day as concrete placement Cure slabs using code paper or plastic with aped joints.Cover the welted surface as soon as it can be placed without marking the surface.Keep surfaces mold durlug the cure period by providing additional moisture,wind banners,sun protection ad other methods to promote a slow cure.Use of a curing compound is prohibited.Loss of surface moisture shall be Inhibited for at least 7 days by recommended methods per ACI 308. SA B B ET 20. m Contractor shag coordinate fixations,Sizes,extent etc,of curbs,depressions,slopes,recesses,am hedded hems,openings in slabs,etc.,with erchilecturalantl MEP drawings.Information shown on than drawings is schematic in nature and may be incomplete.Indicate all such items on shop drawings. PROJECTS J I I I I I I I I I I I I I L WILLIS FASTENING SCHEDULE DESIGN DATA DESORIPRON OF BUILOWG ELEMEN NUMBERANDTYPE OF FASTENER SPAC NOAND LOGTON RDDF 1095 7TH ST BUILDINGCODESN6ED: BLOC ING BETWEEN CEDING JOIST OR RAFTERS TO TOP 131 m DOMMONDt .0.131'):OR 1DENAR GREENPORT, NY 2025 RESIDENTIAL CODE OF NEW YORK STATE(RCNYS) p1ATE (3)tm BO-.'ON 11zr/OR (3)r%0.+31'NAILS DESIGN PARAMETERS-WIND,SNOW,AND SEISMIC BLOL ING 3ElV EE IRA EPS OR ftusS NOTATT (2)rxo.1]+•xAR3 - WALLTOP PUTES,TO RAFTER OR)RU55 R)tm COMMON(3 tTt%0.16YA OR t �rx M°.t3,ON •NARS EDWARD STANLEY ENGINEERS LLC COM (]1?%0.,BSY•OR TO.4 FACE MALL Fur BLoc%ouGTOTwssAlm wm FLLLER (l)m BoxX(2 rxo.0 Lvc x O.t+3 STRUCTURES AND PRESERVATION R '1:oa SNOW DATA ' OR JOIST.T°NNL mO . 6WGI&S� GROUND SNOW LOAD(PSF) -RCNYS-INYI FIGURE R301.2(6) P9= 25 (3)rxo.t3rrlaLs - GN&,d,CT 06437 SNOW EXPOSURE FACTOR -ASCETABLE7.3.1 Ce=1.00 CEDING JOIST NOT ATTACHED TO PAMLLEL RAFTER,LPPS 1l)1meoX 1 oft 20�g 9F- THERMALFACTDR OVER PARTIIIONG 1311m COMMON l31R'%O.16YY.OR FACE NAIL 2a3-dSBO219 F0a1 rs - -ASCE TABLE 7.3-2 C1= 1.10 (q 3•xo.+3r NARs RISK CATEGORY -ASCE TAB LE I.5-1 II CEILINGJOWATTACNEDTOMA ELRAFTER(HEEL SEE RARERTOC NGJ0IV FACE NALL SNOW IMPORTANCE FACTOR -ASCE TABLE I.5-2 Is= 1 J.INr1 D= ROOF SNOW LOAD(PSF) -ASCE SECTION 7.3 P1= 20.00 (1)tmeo%(rxat2B}.oft - LOUART0.TORAFTERFALENAIL (I)S%.11J•NNL9XO.tb'F.OR FADE NAR FACN MFIHt (3)1m BO%(31TL%0.13rx OR _ WIND DATA RAFTER ORROOFTRUSSTOPUTE N110m0°0°)L(3°x p,2%TOOROR t TOENALLONOPPOSRESI0E (l)r Xo.t3I NAXs BASIC WIND SPEED -ASCESECTION26.5 V= 128 (q+mp+R'Xo.13sT;DR _ RISK CATEGORY -ASCE TABLE I.5-1 II (3)tmcouwoN(3•%0.t1ery.OR TOE NAa - -ASCE TABLE I.5-2 Iw= 1 (1)3meox'NAR-SzeT OR WIN D IMPORTANCE FACTOR RAFTERS TO RNGE.VPiLEY OR HIP OR RAFTERTO NOGE 63-x0.1J(3jWX _ WIND EXPOSURE CATEGORY -ASCE SECTION26.7.3 C BEAM (3j1m B0%I3 V!%O.1J5'1:°R INTERNAL PRESSURE COEFFICIENT -ASCE TABLE 26.13-1 +/- 0.18 R)+m COMMON(31TC%0.1627:OR END_ < VELOCITY PRESSURE -ASCE SECTION 26.102 qz= 33.54 137,meox(rxo.12T1 oR (3)r X0.131'NABS WALL ��,oF"Ewr DESIGN WIND PRESSURE Im CO-Ofl(3 trrxo.+621 2r OZ.FACE NAa - • MAIN WIND FORCE RESISTING SYSTEM -ASCE SECTION 28.3 sTuoro MD MoreRArI:D AT wAupANEIS ANO NOT y'l@'Ep81CK AT P055 SPECff®ON PIWI) +m BO%IJ'%O.1ZB�:Oft 1K O.C.FACE NA0. (TOTAL W WOWARD+IFEWARD-WORST CASE) rxat3r NAas PERPENDICULAR TO RIDGE:ROOF(PSF) P= 21.5 im SOX(3VCXO.I35):Oft PERPENDICULAR TO RIDGE:WALLS(PSF) P= 31.2 SRIDTOSNOANDABURWGS7IJDSATINIERSEC G 7x 131 N-S IYO.C.FACE NA6 PARALLEL TO RIDGE:WALLS(PSF) P= 23.1 WAUGGRNERS(Ar BRACEDWA FANELS) I.COMMON(J trrxo.lfizT 1fi•O.C.FACENAa = COMPONENT AND CLADDING-WIND PRESSURE -ASCE SECTION 30.3 P=AVAILABLE UPON REQUEST tm COMMONP VC X.-) 1ro.C.EACMEDGEFACE NP1L f� 111141 FROM ENGINEER OF RECORD BULLTUP HEADER R•TO i HEADERWRH lar SPACER) 12%0.135'I 120.C.EACH EDGE FACENALL OfESStOI�P�• Mm-121?%0.113',:Oft SEISMIC DATA CANT03UWSHEADERTOSTUD (l)m COMMON(2 2Xo.1]1T.OR TGE NPLL M)1m Box(T%0.12BT (1)ISJBOXT3(XD.,__ ISSUED FOR CONSTRUCTION RISK CATEGORY: -ASCE TABLE I.5-1 It ADJAGET]T-.HEIGNr-T°ENDOFHEADER (3)1m COMMONpt2x-'Ss OR - SEISMIC IMPORTANCE FACTOR: -ASCE TABLE I.5-2 le= 1 (4)tm O.131 XO.+)BTCR _ MAPPED SPECTRAL RESPONSE ACCELERATIONS ,mc ON(3WX0.I62-) 16'O.G FACE MALL AT SHORT PERIODS: -IBC(NYIFIGURE 1613.2.1(1) Ss= 0.180 TOP PIATETO TOP PUTE 1m BO%13'%0.1M');DR ,20.C.FACE NAL No. Issue ate AT I SECOND INTERVAL: -IBC INYJFIGURE 1613.2.1(2) 51= 0.050 r 0.131•NXLs SITE CLASS: -ASCE SECTION 11.4.3 D M-00WONR,?%O.te2):0R FACE NARON EACH SIDE (12)+m R'%0.195T.OR OFENDJOINT(MINNUM24• SITE COEFFICIENTS, DOUBLETOPPUTESFL¢E 02),m BOXrVX&I2)OR LAPSWCELENGTNFACH - Fw -ASCE TABLE 11.4-1 Fa= 1.6 _ Fv: -ASCE TABLE 11.4-2 Fv= 2A Uz,CO oOt(3A SIDt°_CJO Im COMMON l31TC%0.162T 1T O.C.FACE MALL DESIGN SPECTRAL RESPONSE ACCELERATIONS eorroN PUTETO.IOMT.Mmm T.Bu+°JOLST.°R +m Bo%c]lrrxa+3rr.oR AT SHORT PERIODS,Sds: -ASCE SECTION 11A.5 Sds=0.192 BLOCNWG(NOTATBILACED WALL PANELS) TX0.,3,-NAGS 12 O.G FACE NAR AT 1 SECOND INTERVAL,Sd1: -ASCE SECTION 11.4.5 Sd1=0.081 SEISMIC DESIGN CATEGORY -ASCE SECTION 11.6 B BOTTOM PLATETo 3olsr.wMJasr.BAl1O JOIST.OR (2) B kMON(31 35'F OR J EACH IV O.C.FACE NAR - BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD FRAMED SHEAR WALLS/STEEL MOMENT FRAMES BLaacwG NT BRacEowxuPANELL SEEst�ARwAu (z)1mwMNON(31¢x0.1sr):OR 2EACH tso.c.FACE NaL SCHEDULE IF SPECIFIED AS 514ARWALL ON RAN) (I)rXO.13,'NABS lfAbl+b O.G FACE MALL (a)m SOX R 12x 0.113T.OR DESIGN BASE SHEAR -ASCE SECTION 12.8.1 EXEMPT PER IRC SECTION R30122 13,lm Box(3,2'xo.us•1;oR T.- SEISMICRESPONSECOEFFICIENT -ASCE SECTION 12.8.1.1 EXEMPT PER IRC SECTION R30122 (4)I BOXITNRIR•XD.13il Oft -ASCE TABLE 122-1 EXEMPT PER IRC SECTION R301.2.2 TOP OR BOTTOM PLATE TO STUD (4)tm0.131' 0.128�OR RESPONSE MODIFICATION FACTOR (l)3•xo.13r NABS ANALYSIS PROCEDURE USED -ASCE TABLE 12.6.1 EXEMPT PER IRC SECTION R3012.2 13,lmeox(3 vrxo.+3s•r.aR Rl+m NNON(31?xa18 OR ENDNALL P)im BOX(r X0.12"OR 3 r%0.131'NNLS OTHER REFERENCED STANDARDS 13,tm Box P•x°.tze x oR -INTFERENC AL REFERENCED RESIDENTIALSTANDARDS: CODE 2024(IRC) TOP PIATEE,UPS AT C°RNERBAN°WTERSECTIONs R'16%COMN �1?xa+62{oR FACE MALL - -INTERNATIONAL BUILDING CODE 2024(IBC) FLOOR -ASCE 7-22(ASCE) N)m eox R lrr x D.1+J2 oR JOISTTOS TOPPtATE.ORGWDER (3jm COMMON RIR'X O.,3t•X OR TOE NAR (3)1m BOX WX0.1)S')OR DESIGN LOADS(PSF) 8JCOM.ON( B m BOXR1?%O.t1]T 6.O.C.TOE NAR RMJOIST,BANOJI.AiOBLOCIONOTO SILLORTOP 1W8OX(NRI2V)OiJ1'Y.OR PUTS(ROOF APPLIGTONSALSo) 1m BO%13'%0.138')OR TO.C.TOE NAII. LOAD LIVE ROOFING/ FLOOR TOTAL (3)J•x0.131.1- LOAD FRAMING SHEATHING INSULATION FINISH CEILING LOAD (3)m DOX(211%0.+13'x0R _ LOCATION ,'X6'SUBFLOORORLESSTOf J01ST 12)m BOX( ..I.ST 3+'k OR FACENWL ROOF 36-SLOPE (37+m BoxfrxD.,zBt:OR 20 3 3 5 X X 34 RI STAPLES,1'CROWN.i6 GA-I Yl'LONO RI im COMMON[J 1?%O.16YL OR ROOF 0-SLOPE 20 3 3 5 X X 31 SANDOF__Si__. N)tm eo%(rxD.+2T%oR END- ATTIC-STORAGE 20 3 3 X X 3 29 NAIL EAfN wvERAS FOLLaWs: 2ND FLOOR-LIVING SPACE 40 3 3 X 3 3 52 2m COMMON(1'%0Im -.CAT-BOTTOM ANO S,AGGERED 2ND FLOOR-BEDROOM 30 3 3 X 3 3 42 M'O.MSrA GRSD ON AND im BO%(3'X0.123�:OR BOTTOM STAGfE6E00N 1ST FLOOR-LIVING SPACE 40 3 3 X 3 3 52 BURTUPGIRGERSAND BEPMS.YLUMBERUYERS S%0.1]1'NNLS OPPOSITE SIDES 1ST FLOOR-BEDROOM 30 3 3 X 3 3 42 a)zm C0NUON(P%0. r..OR FACENALLATENDSANDAT - (3)1m BOx(rx0. n:OR EACH SPLICE (31r%0.1Jr NADS ROOF LIVE LOADS ARE ON THE HORIZONTAL PROJECTION. 11)+m eo%p,n•x o.+3sT.oR TC� ROOF DEAD LOADS ARE PER UNPROJECTED SURFACE AREA LEDGER ST su RTING JOISrS OR RAVIERs- (3),m COLOdOL+(3,TCXO.1Bz-AOR FAE JolsroR RAFTER TOTAL LOAD IS ON THE HORIZONTAL PROJECTION. 6UTTYRGLLIDGER OEraL GOVERNS (l)tm SOx(r%0.,2B)OR DEAD LOAD OF WOOD CLAD EXTERIOR WALLS BASED ON WOOD STUDS,GYP BOARD INTERIOR FINISH,PLYWOOD SHEATHING,WOOD SIDING. Iz1V 0ox(rx°.tza7 oR - BRIDGING OR BLOC Q TO JOIST.RAFTER OR TRUSS (2)m WM=NR,?%0.13110R EACH ENO,TOE NAR R7T%0.131•NAIE SPAaNDOFFASTENERS Design Data and OESCRIPTIONOFBUILOINGELEMEM NUMBERAND-OFFASTENEH EN_(.) ISNTERNUPPORTSN.)'_0 Fastening Schedule WOODSTRUCTURALpA .COMBINATIONSUBRO UNDFRLAYMENTTOFWLONG DEFORMED(2X0.1 r)OR rl•ANOIESS DEFORMED R'x-"OR 6 12 m cOrnuONRI?%0.131T m fAMMONR+Tr XO.utTOR ` -�O - T/T-+. DEFORMED R,7xa13t11FCx OR s +2 v\ DEFORNEDR 0.12n OR ,1T-I1/1' WRNGSHAIM(21WX0.127 6 12 WOODSTRUCTURALPANEIS,ROOFANDNTERIORW SHFATINGTOFRAMINGANDPARTICLEBO ViUSHEATHING Scale: AS NOTED TO FMWING UNLESS SPECIFIED N EKAR WALL SCHEDIXEOR ELSEWHERE ON STRULTU(tALOMW WG5 m"ft M 102N(4IX 0.1 II(ROOF)OR E Date: 02.26.2026 m coMMon R+rr Xo.ut•1(sueRooR wAu7 12 Project M 26006 m COMMONRI X0.131.1(ROOF)OR fi 1BTJ2-r1' 0.SR5-01(1TX0.113T(RO0n OEFOWED2]ITx0.1,T%0263'NFAO S 12 _ (WALL OR SIIBROOR) „M. 2mf .IONT%D..._ B SABBETH I. %0ON110.201•HEAD DEFORMED MALL wAu sNEATHWc 1(!'%0.130'OALVAfJIZED ROOFMO MAR,II+T ITC GYPSUM SMEATMNG HEADWORS R;DR IBWSTARE GALVANI1fD. ) T PROJECTS 1R'LONG,rER;OR 1 GR S`r OR1+/6'BCREN5 ttPEW ORS GALVMl16 G ROOFING NAa,Tl1T S'T GYPSUM SHEAIHWG 1WLNG?/IrETER RI'WSTAPlECil1LVWlI2ED, T T 15B'LONG,)/1T OR,'CROWN:OR 1 SIB'SCfiflVS TYPE W OR S NOTES: 1. TWIUL NA6B)G SMALL COMPLY WI)N THIS BCNEDUIE IIIAESS NOTm OTIB:ILWISEON RLANS OR DLTABS.BEE SIO:M WALL SCHEDULEINNERE�FORNALLWG ATSHEARWAlLS.EGIS__ _ L RO°FSHEATNWGTO�TMTIE°GABLEEN RO WFEFRAMINONAINTEN Mf MSU ORR°6HALLBESPA 4Na SON ENTERFOR MINIMUM_`H DISTANCE FROM RIDGES,EAVES ANG GABLE ENG WALLS. 3. FSRS-0+IS A ROOF SHEATHING RINGENAN%NAR MEETING SPECIF-ONS IN-I Ft66T. L WILLIS LAP SPLICE TOP OF FOUNDATION CORNER BAR 12' D/2 - WALL BEND DUN1ETER SCHEDULE - ° ° ° d e ° � ` �SRZE� BEND T DIAMETER 1095 7TH ST rRIZONTAL #6THRU#8 D=6d GREENPORT, NY THRU#11 D=Sd D@ #14THRU#18 D=10aRIZONTAL BAR LAP LENGTH SCHEDULE,LdHOOKS AND BENDS a<=e<1 d 1sa< �<za za<=�<zsa z a« EDWARD STANLEY ENGINEERS LLC WALL HORIZONTAL ro3 r o 4 r G3 row r'oa rGa r'r 3 r4aSTRUCTURES AtdD PRESERVATION BAR ' 65d33d 2fltlTOPBARSWHER_E62d 71d 55a 48d 41d 35a 33d 28d - 6Wakr SkeetOCCURS SEE ] °0' �• 203-4 d CT MI O V-7 WALLSECTIONS- N . 61 'd=BAR DUUAETER 203d5B11210Voice 1.'LD'X R.3d EPDXY COATED WITH 2O3.L560219 Fmd OBAR LAP(LAP SPLICE COVER Ctd Oft CLEAR SPACING<6d 2.'LD'X 1.2 ALL OTHER EPDXY COATEDw.edwmd>mnMy�9�mers.�' 3.'LD'X 1.31F 12'CONCRETE BELOW WALL DOWELS -.I w _ _ SPLICE - SEE PLANS I- < 4.'LD'X 1.3 IF LIGHT WEIGHT AGGREGATE +DETAILS ° ° •I - ° ° 6.CLEAR COVER>d AND CLEAR SPACE>2d III1,6 REBAR TO BE 6.X 1.3 FOR CLASS B SPLICE(NONSTAGGERED) LAPSPLICED dT-6'TYPICAL I— I I C \ - 1 ° d —zi it 11- CORNER TEE-INTERSECTION ° � • d °G d• ° — 1—_ I—I I—I 1 I III I I BOTTOM BARS WALL HORIZONTAL ,r g I° e I-I I—III- �—III—III I I PER WALL SECTIONS LAP SPLICE BAR III �V t��F NFW 1=1 11=1 1 CORNER BAR 12 \ 1 45' I - O T CONTINUOUS WALL `� Vwi 1 • °° =�' I I T FOOTING 7 I ° ° '\ TIE HOOK III—.I—III I I I —III—11=III-I-'1 I 2 X T MINIMUM FLAT AREA FIRM,UNDISTURBED ° _ ° e III III III—III—I�—III III—I BETWEEN SLOPED AREAS OR RECOMPACTED SOIL d ° rL LAP SCHEDULE CLOSED TIES J _ ° ^ _ °- .. Ti I_I I I_I I I III I I I_I T e HOOK ° d HOOK 3 REBAR HOOKS AND BENDS '�otoNp� WALLHORIZONTAL S202 SCALE 1"=1'-0" BAR ISSUED FOR CONSTRUCTION _ 1 STEPPED WALL FOOTING y N 0. No. Issue Date S202 SCAL 1'=1'-0 WALL HORIZONTAL WALL HORIZONTAL BAR BAR _ INTERRUPT WWM INTERRUPT WWM SAWCUTI/4 AT JOINT AT JOINT THE DEPTH OF CORNER TEE-INTERSECTION — THE SLAB MINIMUM VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT AT CORNERS PER PLAN WATERSTOP _ _ 2 ND INTERSECTIONS OF FOUNDATION WALLS KEYWAY CONTINUOUS KEY.COAT WITH CURING COMPOUND A n= -On "''"•'TI't='` _ . BEFORE ADJACENT SLAB IS POURED. .S2O2 CONSTRUCTION JOINT SAWN CONTRACTION JOINT Now, d d . a"rx CONSTRUCTION JOINTS SHALL BE FORMED WHEN SAW CUT CONTRACTION JOINTS SHALL BE SPACED AT 2X THE SLAB MATCH HORIZONTAL BAR d _ CONTINUOUS CONCRETE PLACEMENT IS INTERRUPTED FOR THICKNESS IN FEET(I.E.SLAB THICKNESS=5%JOINT SPACING-10')EACH SIZE AND SPACING 4 30 MINUTES OR LONGER DIRECTION AND SHALL NOT EXCEED 15'.NOTE:PROPRIETARY CONTRACTION JOINTS MAY BE USED IN LIEU OF SAWN JOINTS. ELASTOMERIC f 12 TOP OF CONCRETE SEALANT FOUNDATION WALL HORIZONTAL REINFORCING TO RUN THROUGH UNINTERRUPTED.LAP WITH ADJACENT REINFORCEMENT 30 BAR PROVIDE CHAIRS TO TOP BARS PER ° MAINTAIN REINFORCEMENT ..d v 3 SLEEVE ° PROVIDE SLEEVES WITH I.D. DIAMETER MINIMUM. - AT ELEVATION SHOWN PREMOLDED JOINT TYPICAL DETAIL DIAMETERS 2-GREATER THAN THE O.D.OF CONCRETE SLAB FILLER LOCATE SLEEVE/PIPE 2'-0'AWAY ° ° MINIMUM THE PIPE.O.D.OF SLEEVE TO BE O 6'X6'W2.O X W2.O WHOM FROM CONCENTRATED POINT ° ° d LESS THAN W THICKNESS OF CONSTRUCTION JOINT _ QS LOAD FROM COLUMN OR BEAM ° ° _9 CONCRETE WALL WITH NO ADDITIONAL °. ----- REINFORCEMENT REQUIRED O INSULATION WHERE REQUIRED Q�Q- SLAB ON ° ed -_-- - _-_=- 6 IN CONCRETE WA _ GRADE plpE °. °. LOCATE DRAIN SO THAT FOOTINGS WILL CA 1-12"-1-0 JIRLL JVI_1 ISOLATION JOINT SLEEVE ° NOT BE UNDERMINED S202 (3)SLEEVE DIAMETERS DURING EXCAVATION MINIMUMS d'. - °' NOTE: I I d V-6-MIN. MAXIMUM POUR LENGTH FOR A O CONCRETE ed ° - FOUNDATION WALL IS 40'-0' - - ; CONTRACTION JOINTS FOUNDATION WALL ° __-_ O ° O� — - ------- Typical Details I_______J BOTTOM OF FOOTING -- FI�ffEIILI �I IrJ UI=11 111 e p _ ° _ 6'GRAVEL OR NO PIPE THROUGH .. d -I I_ EARTH SIDE T _ Sheet A CRUSHED STONE COLUMN FOOTING WALL FOOTING ° d ° I��' I I ELASTOMERIC BACKER ROD.PRIME SO 6' 8' 10 1Y BELOW 2 Ilk _III SEALANT SEALANT DOES NOT BOND TO ROD C' J O- SLAB ON GRADE ISOLATION JOINT AT COLUMN PLACE CONCRETE FILL _ J L L AROUND SLEEVES BEFORE O __ _ (IF SPECIFIED ON PLAN) POURING WALL FOOTING. a- Q �'-1I' d _ l FILL SHALL BE SAME WIDTH ° NO EXCAVATION a A Scale: AS NOTED _ NOTES: AS FOOTING&FULL WIDTH BELOW THIS LINE d d 2 d NOTE:" T=CONCRETE WALL 1. SAW CUT CONTROL JOINTS IN EACH PANEL SHOULD BE CUT WITHIN 4-12 HOURS AFTER CONCRETE HAS BEEN FINISHED.IF RAVEWNG OF PIPE TRENCH i INTERRUPTj50% THICKNESS 02.26.2026 OCCURS DELAY SAWING.DO NOT DELAY BEYOND 12 HOURS. 1'E'MIN. PROVIDE SLEEVES WITH I.D. OF HORIZONTAL Dote: f 2. AT ISOLATION JOINTS,USEPREMOLDEDJOINTFILLERSUCHASASPHALT-IMPREGENATEDFIBERSHEETING,COMPRESSIBLEFOAMSTRIPS, SECTION OF THE PEE.O.D.HAN OF HE O.D. 2 BARSATJOINT 26006 OR OTHER APPROVED MATERIAL ELEVATION OF BE LESS THAN OF SLEEVE 'I"1� — Project#: 3. FILLING OF CONTROL AND CONTRACTION JOINTS WILL BE REQUIRED WHERE THERE ARE WET CONDITIONS,HYGIENIC AND DUST CONTROL TO BE LESS THAN 1l3 REQUIREMENTS,OR CONSIDERABLE TRAFFIC BY SMALL,HARD WHEELED VEHICLES. THICKNESS OF CONCRETE 4. TWO OPTIONS FOR POURING SLABS. NOTE: FOOTING OPTION 1:SLAB SHALL BE PLACED IN A CHECKER BOARD WITH EACH SINGLE POUR PANEL APPROXIMATELY SQUARE.THE LENGTH 1.WALL AND FOOTING REINFORCEMENT NOT SHOWN. JOINT SPACING R PLACEMENT SHOULD NOT EXCEED 1.5 TIMES THE WIDTH.EACH SIDE OF A PANEL IN A SINGLE POUR NO LONGER THAN 90'-0'.EACH SIDE OF THE 2.DEPTH OF FOOTING MAY BE DETERMINED BY LOCATION OF PIPES. SHOW R REBAR PLACEMENT SA B B ET H PANEL SHALL HAVE A FORMED CONSTRUCTION JOINT.CONTRACTION JOINTS ARE REQUIRED. 3.GENERAL CONTRACTOR SHALL CONSULT WITH MECHANICAL SHOP DRAWINGS - OPTION 2:SLAB SHALL BE PLACED IN STRIPS 10 FEET WIDE WITH EACH STRIP LENGTH NO LONGER THAN 90 FEET.TRANSVERSE CONTRACTOR TO DETERMINE EXACT DEPTH AND LOCATION OF PIPES. CONTRACTION JOINTS ARE REQUIRED. 4.NO UNCOATED ALUMINUM PIPE SHALL BE USED. INSIDE PROJECTS S. NO SLAB PANEL MAY BE CAST ADJACENT TO A PANEL THAT HAS BEEN IN PLACE LESS THAN FIVE DAYS. 6. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW A PROPOSED SLAB CONSTRUCTIOWCONTRACTION JOINT LAYOUT PLAN VERTICAL CONTRACTION JOINT ALONG WITH PROPOSED METHODS FOR CONTROLLING SHRINKAGE CRACKING IN THE SLABS. DETAIL AT CONDUIT/D^/L I N _ 7. GRAVEL OR CRUSHED STONE SHALL BE PLACED ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED T095%OF MAXIMUM DENSITY 'FlV/�` ATTHE OPTIMUM MOISTURE INTERI CONFORMING OR SLAB ON GRADE DETAIL FOR FOUNDATION WALLS 5 PASSING THROUGH LL WA S202 SCALE 1"=V-0" °` "-` ' S202 SCALE V=1'-0" r.r..;: ior•_ S202 I I I I I I I I I I I I t WILLIS SIMPSON BPS 518-3 WASHER,TYPICAL T MINIMUM EMBEDMENT 1095 7TH ST PRESSURE TREATED GREENPORT NY SILL PLATE WITH 1 SILL PLATE SEALER 5/8°ANCHOR BOLT 12 CLEAR,TYPICAL .d EDWARD SiANLEY ENGINEERS LLC �s STRUCTURES AND PRESERVATION d° Sp1' ° 6 Wm Str e ISOr-00 , — G�,Y.ud,CT OW7 K 203458,0210 Voice 203d5802191— °°d www.ed—ds kyengieeers.me ,• A-A PLAN — U EXISTING CONCRETE FOUNDATION WALL ° d , a WOOD POST PER PLAN IF WALL IS CONCRETE MASONRY FILL ° d NEW FOOTING SOLID WITH GROUT OR TYPE S MORTAR 12' EMBED 6'MINIMUM SIMPSON ABU WITH 1'STAND-OFF NEW FOUNDATION WALL DOWN TO FOOTING. WITH EPDXY 3/4'THREADED ROD,EMBED 6' CONCRETE INTO CONCRETE WITH EPDXY FOUNDATION WALL I—I HIGH WIND , I IRI 1 ° d ° PLATES d° ° A ° °d LAP A CORNER // I _. ICI 1 I I I —III—+I —I BACKF1LL WITH CLEAN,WELL GRADED ° GRANULAR MATERIAL IN 10 LIFTS ° a °.,' , .. / \\ _ .. — AND COMPACT pRQfESSiOaa�'E' / /// il-I I i — -------r— --1 ----- �\ II_ _IFIII=1 PI I SIZE CONCRETE RETURN.WIDTH / ° ._ _ TI I "' ER,SEE PLAN FOR T AND REINFORCEMENT I I TO MATCH EXISTING WALL, ° d �> / ISSUED FOR CONSTRUCTION 75 REBAR AT TOP 'd EXISTING FOOTING ° ° ° — — OF WALL AND 32°O.C. ,. FOOTING CONTINUOUS. ° ° ° _ 'RH — I NEW FOOTING d° d —I I -1 ALTER A ALTERNATE BENNG. I LEAVE FACE ROUGH _ Date °d EI— .d �I I NO, Issue ALTERNATE BEND ° 'BIGFOOT'FOOTING H I DIRECTION I � p5 REBAR AT TOP OF WALL, ° ° Il�llf� �I WITH EPDXY MINIMUM AND 32.O.C.VERTICAL - I d i WITH EPW(Y SPACING. d d ° d EXISTING — I I FOUNDATION WALL NEW FOUNDATION WALL I I �—EXISTING FOOTING d °VA CONCRETE FIRM,UNDISTURBED SOIL — � _ FOUNDATION PLAN VIEW PLAN VIEW WALL WOOD POST ON 1 NEW WALL TO EXISTING WALL z SILL PLATE CORNER CONDITION 3 PIER/ BIGFOOT _ — AL -0' S203 S AL 1'_ -0 S203 NOTES: 1.MINIMUM TWO ANCHORS PROVIDED FOR EACH SILL PLATE _ 2.ANCHORS CENTER ON SILL PLATE WIDTH WALL TOP BARS STEPATTOPOFWALL HOOK INTO INTERSECTING WALL L I I I _ 4 Typical Details _ I �—INTERSECTING WALL 2'-0' �'' Sheet B I (2)t15 ADDRIONAL 17. (1)EACH FACE 2'-0'TYPICAL I I - 2•CLEAR TYPICAL S203 I — _ I ® ® Scale: AS NOTED I Date: 02.26.2026 I I 2'-0'TYPICAL CLEAR=GREATER OF (2)nSAoomoNAL Project 26006 (2)95 ADDRIONAL,(1)EACH FACE HOLE DIAMETER OR 6' (1)EACH FACE _ I TYPICAL TYPICAL I OPENINGS GREATER THAN 8'0 I _ SABBETH 4 WALL OPENINGS PROJECTS S203 SCALE 3/4"=1'-0" "'L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I L BUTT WILLIS JOINT (8)16d NAILS EACH SIDE OF BUTT JOINT 1095 7TH ST DOUBLE TOP PLATE GREENPORT, NY EDWARD STANLEY ENGINEERS LLC 3• ""HiyGM TOP PLATE STRUCTURES AND PRESERVATION b — GWI d,CT 06437 HEADER (2)SIMPSON LSTAIS STRAPS 2034580210 Voi- PER PLAN (1)EACH FACE 203d580219 Fm www.cdrmrdslankyagircears.can BUTT TiF JOINT BUILT UP S'0 — POST T�M HEADER EOF NE{y ♦V STUD PER PLAN — y1PS�Qa10K B�`0•P� . a'OFry� BUILT UP rH,q,Y G(FS POST — 111141- �1V B - S — ro �0/'ESStONp�' CONTINUOUS DOUBLE TOP PLATE ISSUED FOR CONSTRUCTION DDOUBLE TYPCAL 2 INTERRUPTED BY HEADER 0 No. Issue Date BUTTJOINT S204 SCALE 1"=1'-0" _ CENTERED STEEL PLATE. — ON OPENING ®� SEE PLAN FOR SIZE (8)12tl NAILS EACH SIDE OF BUTT JOINT ®'p FO HEADER PER PLAN ® — STUD, STU COORDINATE SO BOLTS P=CONCENTRATED LOAD FROM BEAM OR COLUMN FO AT 1V O.C.FIT BETWEEN JOISTS PROVIDE(4)ADDITIONAL BOLTS AS SHOWN FLOOR JOISTS PER PLAN STEEL PLATE STEEL PLATE,SEE STEEL PLATE,SEE COORDINATE WITH BOLTS — 3' 0'-16' 16- i6' 4' 4' PLAN FOR SIZE PLAN FOR SIZES TYPICAL BUILT UP P ADDITIONAL BOLT POST — — — a STEEL PLATE FLUSH STEEE L PLATE FLUSH ❑� WITH BOTTOM OF LVL WITH BOTTOM OF LVL w w SO BOTH BEAR ON SO BOTH BEAR ON SUPPORTT SUPPLVL'SEE LAN ORT pFN''1'G lrM I FOR SIZEP FORS ZEP 2' FOR 1rPBOLTS BEAM PER PLAN SECTION SECTION 2-1/2'FOR SIV BOLTS 3' FOR3/4'BOLTS- NOTES 1. 1/2'DIAMETER BOLTS WITH WASHERS. Do2 2. HOLES SHALL BE 1/1V LARGER THAN BOLT DIAMETER. 1-1FOR BOLTS UP 3. BOLTS SHALL BE A307 OR CARRIAGE BOLTS OR THREADED ROD. 2' CONTINUOUS TOP PLATE TO 314'DIAMETER 4. DO NOT COUNTER BORE HOLES IN WOOD — 1 INTERRUPTED BY HEADER 3 FLITCH PLATE BEAM - LVL K4 FLITCH BEAM DETAIL Typical Details S204 SCALE 1'=1'-0" FRAMING-1" S204 SCALE V=1'-0" C" S204 SCALE V=1'-0" F`ITc"-1 Sheet C Y _ S204 Scale: Date: 02.26.2026 Project#: 26006 _ SABBETH PROJECTS I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I L BACKER BLOCK SIZES WILLIS TJI DEPTH BACKERBLOCK 718'OR 1'NET — 230OR360 9-12'-16' PSI OR PS2 SHEATHING. FACE GRAIN VERTICAL 1095 7TH ST 560 " f -7/8• 2X8DF#2 GREENPORT NY 14' 2X10 DF#2 16' 2X12 DF#2 FLOOR JOIST PER PLAN EDWARD STANLEY ENGINEERS LLC 18"LONG BACKER BLOCK BOTH STRUCTURES AND-PRESERVATION SIDES OF WEB.INSTALL TIGHT 6 Wo Sfi TYPICAL BLOCKING AT 16'O.C. TO BOTTOM FLANGE — God6d,CT 06437 FIRST BAY 2034580210 Vim 1/4'GAP AT TJI 230 AND 360 ' 203458-0219 Fm SIMPSON A35 CLIP PLYWOOD SHEATHING RAFTER �smn 4'TYPICAL vrww.edwmds+unkyag'vwe (1)SIDE DOUBLE 2X BLOCKING PLYWOOD ROOF SHEATHING NAIL PLYWOOD TO FIRST(2)BAYS BLOCKING.10d NAILS 1' - --__ ---- AT 4'O.C.EACH PLY, STAGGER VAT TJI AND 360. ,9 1-12'AT TJI TJI 56D RIM BOARD SIMPSON LSSO CUP I , (1)SIDE SIMPSON A35 a SIMPSON A3S CUP AT 16'O.C. w \ (1)EACH SIDE . � w ��OF►rE►ry SIMPSON LS50 CLIP I 1� TOP PLATE • — ytQ'�0.0.1CK Bf7�p,�� (1)EACH SIDE I SOLID BLOCKING FIRST(2)BAYS PLYWOOD V — 0 STUD WOOD POST pq,111141 PER PLAN WOOD POST 0.131-X3-NAILS.(IS)TOTAL. PER PLAN INSTALL SPECIFIED NAILS IN(3)ROWS.CLINCH NAILS SIMPSON HUB ISSUED FOR CONSTRUCTION WHEN POSSIBLE. FACEMOUNT HANGER. A-A SECTION USE 0.148 X 1-12 NAILS — SOLID LVLBLOCKING No. Issue Date _ CONNECTION AND BLOCKING DETAIL _ T WOOD PO T IN GABLE WALL 2 PERPENDICULAR BLOCKING AT TJI JOIST S205SCALE 1-1/2"= corn<ecnev_'e S205SCALE 1-1/2"_ 8d NAILS AT 6'O.C.(6)MINIMUM PLYWOOD SHEATHING ROOF RAFTER,PARALLEL TO EXTERIOR WALL RIM BLOCKING AT 4'-0'O.C. _ FIRST(2)BAYS SIMPSON A34 CLIP EXTERIOR WALL 10d NAILS AT 4'O.C.PLYWOOD TO LEDGER 2X AT 16'O.C.STUD WALL — ` POST ABOVE PER PLAN HANGER / RAFTER PER PLAID ROOF AT 16'O.C. '` • LEDGER PER PLAN — LVL BLOCKING MATCHING WIDTH PLYWOOD OF POST BETWEEN JOISTS 8d NAILS AT 6-O.C.(6)MINIMUM WEB BLOCKING (EVERY STUD SC EWD.C.) PLYWOOD SHEATHING FLOOR JOISTS PER PLAN — FLOOR JOIST,PARALLEL TO EXTERIOR WALL PLYWOOD SHEATHING EX Typical Details r - Sheet D TOENAIL LVL BLOCKING TO JOISTS /� RIM f S- )L O 5 f f Scale: LVL SLOCKING AT 4'-D O.C. DECKS-2%LEDGER Date: 02.26.2026 FIRST(2)BAYS FLOORS-LVL LEDGER SIMPSON A34 CLIP (3)SDWS X 5'AT 16'O.C. Project#: 26006 EXTERIOR WALL WALL BELOW FACEMOUNT HANGER _ SABBETH POST BELOW FLOOR SUBFLOOR NOT SHOWN FOR CLARITY PROJECTS AT ROOF/CEILING — 3 DIAPHRAGM BLOCKING 4 POST TRANSFER AT FLOOR 5 FLOOR TO STUD WALL - S205SCALE 1-1/2"='I-0" - _ - :ne_" S205SCALE 1-1/2"_ - J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L SIMPSON CS20 X 18'LONG It STUD WALL WILLIS STRAP TIES AT 16'O.C. 1095 7TH ST E=EDGE NAILS=NAILS AT GREENPORT, NY EDGES OF PLYWOOD PANELS NAIL SHEATHING TO PO STATENDOFSHEARWALL F=FIELD AND ALONG RAFTERAWAY LINES EDWARD STANLEY ENGINEERS LLC z POST AT EDGE NAILING PER PLAN. PERSCHEDULE STRUCTURES AND PRESERVATION 6 Wm Street I — Gdf«d,Cr 06437 N y 203d560210 Vo,rn ROOF RAFTER p 203458-0219F- (SEEE PLAN FOR AND SPACING) �_ 1J/4'MINIMUM HOEDOWN PER PLAN wvw.ed—dsmnlejenginee— SIZ O — 4 ROOF RAFTER EMBEDMENT LINE. 'j• TOP PLATE TOP OF CONCRETE RIDGE BEAM G NAIL PANEL EDGE TO �O SILL PER SCHEDULE -I MTS20- SIMPSONHM EDGEZONES .��,UF NEJy�• EVERY RAFTER g FOUNDATION WALL E:8d AT 4'O.C. — t' 0.a1LK BFF pp WALL STUD SEE PLAN FOR DETAILS F:6d AT 4'O.C. ANCHOR BOLT PER PLAN °I ° F06.qip. pp1a2 ELSEWHERE G20N6' 4iO0� F:Sd AT 2''O.C. °RO{�yoNp� 2 HOLDOWN - EXTERIOR WALL 3 PLYWOOD ROOF SHEATHING NAILING ISSUED FOR CONSTRUCTION S206SCALE 1 =1-0' 4pL001'JN_1e S206 SCALE 1/4"=1'-0" — NOTE: No. Issue Date 1. ALL FLAT ROOFS AND GABLE ROOFS. 2. ALL NAILS TO BE RING SHANK OR SCREW SHANK. OPTION 2:MTS20 OPTION 3:LFFA (APPLICABLE TO JOIST 11 1/4'OR LESS) OPTION 1:CS20 POST AT END OF SHEARWALL PER PLAN EO POST AT END OF SHEARWALL Ea PER PLAN SHEAR WALL ABOVE SHEAR WALL ABOVE HOLDOWN PER PLAN HOLDOWN PER PLAN — ANCHOR BOLT PER STRUCTURAL NOTES WITH 3'X 3'X 1/4'PLATE WASHER A36 THREADED ROD.DIAMETER AS PRESERVATNE TREATED PLYWTO BLKOOD FLOOR SHEATHING PER HOLDOWN MANUFACTURER SILL PLATE PER STRUCTURAL NAIL OCING tOd AT 4'O.C. DRILL THROUGH CENTER PLY — NOTES —_ 1 FLOOR� FLOOR POST AT END OF SHEARWALL PER PLAN N CS20 STRAP EO EO I PROVIDE P.L.OR WRAPP — a WRAPPED UNDER AND p PLYWOOD SHEATHING NAILED PER " LVL BLOCKING TOSUPPORT REMAINING NAILED TO SILL PLATE SHEAR WALL SCHEDULE ';U� CROSS SECTION IN CONCRETE HOEDOWN PER PLAN .i'i POSTABOVE. FOUNDATION WALL ° LVL BEAM PER PLAN GRAIN VERTICAL. PLYWOOD FLOOR SHEATHING 1. SEE FASTENING SCHEDULE FOR REQUIRED FASTENER IN ADDITION TO INFORMATION NAIL TO BLOCKING 10dAT4'O.C. A36THREADEDROD.DIAMETERAS Typical Details SHOWN ON THIS DETAIL LVL BLOCKING(2)HAYS PER HOEDOWN MANUFACTURER SOLID BLOCKING EACH SIDE OF WALL FLOOR JOIST PER PLAN 2. STEEL CONNECTORS BYSIMPSONSTRONGTIE EACH SIDE DRILL THROUGH CENTER OF BEAM FLOOR JOIST PER PLAN PROVIDE PSL OR LVL BLOCKING Sheet E 3. STRAP REQUIRED AT ENDS OF WALLS AND AT 4'-0'O.C.AND EACH SIDE OF OPENING CENTER ON POST ABOVE (WINDOWIDOOR)IN WALL TO SUPPORT FULL CROSS 4. ALIGN STRAPS AT FLOOR LEVELS AND AT ROOF TO CREATE A DIRECT LOAD PATH __ CONTINUOUS SOLID LVL JOIST SECTION OF POST ABOVE. — ,�. (NOT TJI),BEAM,OR RIM GRAIN VERTICAL. CONTINUOUS LOAD PATH - 1 HOLDOWNPERPLAN HOLDOWN PER PLAN 4EXTERIOR WALL — S206 SHEAR WALL BELOW SHEAR WALL BELOW SZO6 SC' =1 JVA POST BELOW TO MATCH SIZE OF POST BELOW TO MATCH SIZE Scale: AS NOTED POST AT END OF SHEAR WALLABOVE OF POST AT END OF SHEAR Date: 02.26.2026 UNLESS NOTED OTHERWISE WALL ABOVE UNLESS NOTED OTHERWISE Project#: 26006 FLOOR JOIST PER PLAN 3 12'X 3 1,7 X 3/8'THICK STEEL BEARING TCENTER.DIA, JOISTS PARALLEL TO WALL JOISTS PERPENDICULAR TO WALL HOLE AT CENTER.DIAMETER _IS ROD DIAMETER-1/16° 4 HOLDOWN ABOVE PSL BEAM 5 SA B B E T H HOEDOWN ABOVE AND BELOW FLOOR PROJECTS s2os - _ - s2os - _ - J I I I I I I I I I I I I I I I I I I I I I I I I I I L SOLE PLATE FOR SHEAR WALL ABOVE. WILLIS FASTEN TO RIM PER SCHEDULE SOLE PLATE FOR SHEAR WALL ABOVE. FASTEN TO RIM PER SCHEDULE JOIST/RIM TO PLAT RATED FLOOR/ROOF E JOIST/RIM TO PLATE: SIMPSON A35 ON FAR SHEATHING.SEE NOTES 1095 7TH ST SIMPSON A35 ON FAR RATED FLOORIROOF SIDE PER SHEAR WALL SCEDU SHEARWALL • SHEATHING.SEE SCHEDULE a • NAIL PLYWOOD.D.C. — 1 NY SCHEDULE • STRUTTING NOTES N I AT 4'O.C.GONG G RE E N P O RT SOLID BLOCKING IN LENGTH OF SHEARWALL FIRST BAY AT 4'-0'O.C. NAIL PLYWOOD TO BLOCKING EDWARD SiANU?Y ENGINEERS LL ROOF/FLOOR JOIST ����_ STRUCTURES AND PRESERVATION 6 W"1er Sheet ROOF/FLOOR JOIST • \ CONTINUOUS TOP PLATE, \` 20.?d580210-im NO SPLICES CONTINUOUS TOP PLATE 203d5880219 F- SOLID BLOCKING AT �� NO SPLICES www,edw"rdst"nleyeigineensom INTERIOR WALL(SHOWN) OR CONTINUOUS RIM JOISTR2IM TO PLATE: �) AT EXTERIOR WALL. SIMPSON LTP4 ON — NAIL PLYWOOD. SHEARNEAR SIDE PER JOISTlRIM TO PLATE WALL SCHEDULE 10d AT 4'O.C. SIMPSON LTP4 ON • ALONG LENGTH NEAR SIDE PER SHEAR v OF SHEARWALL WALL SCHEDULE 2XSTUDS AT 7S O.C. _ 2X STUDS AT I6'O.C. WEB STIFFENER — EACH SIDE OF JOIST d SOLID JOIST(NOT TJI) BLOCK BEHIND HORIZONTAL OR RIM.(SEE PLAN) BLOCK BEHIND HORIZONTAL PANEL EDGES PER SCHEDULE PANEL EDGES PER SCHEDULE ��,OF N[grr _ — ytipEQaicKBF�`�q� _EDGE NAIL SHEATHING TO TOP PLY EDGE NAIL SHEATHING TO TOP PLY .111111 �•� OF TOP PLATE PER SCHEDULE OF TOP PLATE PER SCHEDULE POST PER PLAN AT �OfE$$t0�p POST PER PLAN AT END OF SHEARWALL, SILL END OF SHEARWALL, (2)2X MINIMUM. (2)2X MINIMUM. COORDINATE WITH HEADER COORDINATE WITH HOLDOWN LOCATION. PER PLAN ISSUED FOR CONSTRUCTION HOLDOWN LOCATION. I I EDGE NAIL SHEATHING — EDGE NAIL SHEATHING TO POST. TO POST PER SCHEDULE. NO. Issue Date HOEDOWN PER PLAN, HOLDOWN PER PLAN, NAIL PLYWOOD • SEE TYPICAL HOLDOWN SEE TYPICAL HOLDOWN 4'O.C.AT NAIL PLYWOOD 4'O.C. EDGE NAIL PER SCHEDULE I DETAIL EDGE NAIL PER SCHEDULE I DETAIL. PANEL EDGE AT PANEL EDGE ANCHOR BOLTS WHERE SILL PLATE • I ANCHOR BOLTS WHERE SILL PLATE I KING STUD KING STUD BEARS ON FOUNDATION WALL BEARS ON FOUNDATION WALL QUANTITY PER PLAN. O G QUANTITY PER PLAN. JACK STUD JACK STUD _ SILL PLATE IF ON SILL PLATE IF ON SILL SIMPSON CS20 STRAP — • FOUNDATION WALL(SHOWN). FOUNDATION WALL(SHOWN). TO ADJACENT WALL SOLE PLATE IF ON WOOD FLOOR. SOLE PLATE IF ON WOOD FLOOR. SEE SCHEDULE FOR SIZE. SEE SCHEDULE FOR SIZE. V-4' 1'4" SQUARE WASHER-CUT WASHER SQUARE WASHER-CUT WASHER PER FOOTNOTES PER FOOTNOTES BLOCK BEHIND STRAPS PLYWOOD- EDGE NAILING PER SHEARWALL SEE SHEARWALL SCHEDULE SCHEDULE IF DOUBLE SILL, PLYWOOD PANELS- EDGE NAILING PER SHEARWALL STAGGER VERTICAL JOINTS NAIL TO LOWEST PLYWOOD SCHEDULE.IF DOUBLE SILL, SEE SHEARWALL SCHEDULE NAIL TO LOWEST PLYWOOD FIELD NAILING PER STAGGER VERTICAL JOINTS _ SHEARWALL SCHEDULE FIELD NAILING PER — EDGE NAILING PER SHEARWALL SCHEDULE NOTES: SHEARWALL SCHEDULE EDGE NAILING PER 1. USE ONLY FOR OPENINGS 36'X36'OR SMALLER. SHEARWALL SCHEDULE SHEARWALL DETAIL - SHEARWALL DETAIL - DETAIL OF SHEAR TRANSFER 1 JOISTS PERPENDICULAR TO WALL 2 JOISTS PARALLEL TO WALL 3 AROUND WINDOWS S207 SCALE V=1-0" SHEARV,AtL- 3207 SCALE 1"=1'-0" S1E .I'aLL= SCALE 1"=1'-0" S207 rera.lafL�e LOCATE ANCHOR BOLT PER POST CONFIGURATION. 4-114'MINIMUM(SABR 5/8,3/4,7/8),5'MINIMUM(SABR 1.1-1/4) OUTSIDE FACE _ CONCRETE FOUNDATION HORIZONTAL ({(, OF WALL _ 95' WALL PER PLAN,B'MIN. \ 65 4 5• REINFORCEMENT p5 , PER PLAN _ Nw ---- —d < d e ` d° ° SIMPSON MINIMUM ANCHOR BOLT CENTERLINE HOLDOWN #OF STUDS FROM FACE OF POST Typical Details i N S DTT2Z 2 13/16' 2 O SIMPSON SABR PER PLAN Sheet F mSIMPSON SABR PER PLAN OUTSIDE FACE w INSTALLED AT 45'TO WALL HDUE3,HDUES,HDUE7 2 1.3�8' w h w LOCATE ANCHOR BOLT HDUE9 3 1-7116• INSTALLED AT 45'TO WALL OF WALL SIMPSON SABR PER PLAN PER• — w m 4-IW MINIMUM — INSTALLEDAT45'T0135'FROMWALL HDUE73 4 1-7176' Y7 47/4'MINIMUM(SABR 5/8,3/4,7/8) END WALL-8"MIN. MID WALL-8"MIN. CORNER-8"MIN. S MINIMUM(SABR 1,1-1/4) HDUE17 4 1.15/16" CENTER ROD ON STUD WALL OWN HOLDOWN S 2 O ■ ' 1J/4'MINIMUM EDGE DISTANCE. SIMPSON SIMPSON • HOED ANCHOR BOLT ANCHOR BOLT Scde: AS NOTED Date: 02.26.2026 ® TOP REINFORCEMENT D WALL STUD WALL STUD Project#: LENGTH OF EMBEDMENT PER PLAN — 26006 PER MANUFACTURERS CONCRETE SPECIFICATIIONS FOUNDATION WALL PER PLAN,B•MIN. POST AT END OF PLYWOOD SHEATHING POST AT END OF PLYWOOD SHEATHING SHEAR WALL PER PLAN SHEAR WALL PER PLAN SA B B E T H SIMPSON SABR OR MINIMUM STUDS ANCHOR BOLT rL OR MINIMUM STUDS ANCHOR BOLT rL OUTSIDEFACE PER PLAN PER TABLE PER TABLE PER TABLE PER TABLE — CORNER-PLAN VIEW ALONG WALL-PLAN VIEW PROJECTS SECTION-8"MIN.WALL 4 SIMPSON "SABR" INSTALLATION r5 HOLDOWN ANCHOR BOLT LOCATION - S207 SCALE V_ '-0" No _; S207SCALE 1-1/2"_1- :. _0•:.1;_:r J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L WALLAS 4 WSWH ABOVE 1095 7TH ST GREENPORT, NY 'y N T.O.WALL .i -:v 93 HAIRPIN SHEAR REINFORCEMENT SEE TABLE FOR REQUIRED QUANTITY MIN. <€ EDWARD SiANU3Y ENGINEERS LLC B STRUCTURES AND PRESERVATION ANCHOR BOLT EXTENSION ;� - 6.T— Smell (WSWH-HSR1),CUT TO ° - Gd'� 7 LENGTH AS NECESSARY - ° 203 d 58021580219- 2D3••• I- STEM WALL ••••ANCHOR BOLT #3 HAIRPIN STRONG-WALL HIGH STRENGTH www'edwardsronle,e�guwws'can FIELD TIE AND SECURE •••• •••• WOOD SHEAR WALL(WSWH) - DURING CONCRETE PLACEMENT. PLACE WSWH OVER THE •• •• — OVERLAP VARIES WITH BOLT SPACING ANCHOR BOLTS AND SECURE .d WITH HEAVY BEARING PLATES •... ... AND HAIRPIN SHEAR REINFORCEMENT USEANI IMPACTY HEX WRENCH. T •• •• FOUNDATION WALL USE AN IMPACT WRENCH. REINFORCEMENT NOT SHOWN -""d - d TIGHTEN ANCHOR NUTS FINGER FOITCLAR Tv ° STRONG-WALL HIGH STRENGTH WOOD SHEAR WALL TIGHTS 12TURN. — HEAVY HEX NUT AND .,'v (WSWH)SHEAR REINFORCEMENT HEAVY BEARING PLATE HIGH STRENGTH COUPLER NUT DISTANCE FROM MINIMUM • SILL PLATE BREAK AT WSWH 13° d MODEL CENTER-TO-CENTER In liti) SHEAR STEM WALL ti -1 ANCHOR BOLT 4 OF ANCHOR BOLTS, REINFORCEMENT TOP OF FOUNDATION WALL SE.OF wY WIDTH(in.j (WSWH-AB1) °d B(nl I I — y1Q'fQ,PIDN 6f21 9� WSWH24 20 19 (2)A3 HAIRPINS 8 •• P II FOOTING. ° ° I �V _ REINFORCEMENT d dd a -111141 NOTSHOWN a s d a d ° I I ° — ��FE5510Np� FORCLARITY - ° NOTES: I I I 1 1.SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-19,ACI 318.11 AND AC1318-14. I d] 1 ° 2.CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-19 SECTION 17.92,ACI 318-14 d d f 1 4 d d d d ,_ ° SECTION 17.7.2 AND ACI 318-11 SECTION D.8.2 I I '5 ° ICI d d ISSUED FOR CONSTRUCTION — a ° d ° d No. Issue Date ' CONCRETE TO BE LEVEL AND SMOOTH BENEATH ANCHOR BOLT ° PANEL GRIND OR FILL AS NECESSARY. B.O.FOOTING IIIIIII�IITIIII�IIIIIIIIIIII III�III�IIIIIIIII�I�IIII�IIIII�III� 2 WSWH BASE CONNECTION - 1 WSWH ANCHORAGE - S208SCALE 1-1/2"_ '-0' ro wH-' ATTACH TOP CONNECTION PLATE(WSWH-TP) ALIGN WSWH-TP NOTCHES INSTALL SDS SCREWS WITH CONNECTOR SCREWS ]A WITH BOTTOM OF TOP PLATES AT APPROX 30'FROM VERTICAL WALL DOUBLE TOP PLATES SWS X 1-11T INSTALL WSWH-TP ON EXTERIOR FACE — TRIM TOP OF WSWH TRIM TOP OF WSWH FOR TIGHT FIT FOR TIGHT FIT SDS X 6" FURRING AS REQUIRED OPTIONAL I°DWMETER BY OPTIONAL(°DIAMETER BY FOR FINISH MATERNL _ 1/2'DEEP COUNTERBORE 1/2'DEEP COUNTERBORE /�/ ATTACHMENT STRONG-WALL HIGH STRENGTH WOOD SHEAR WALL(WSWH) WSWH JA — ELEVATION SECTION A-A — 2X6 FRAMING Typical Details Sheet G • - '� 3 WSWH TOP CONNECTION S208 = 5 S208 Scale: 1-1/2"=1'-0" Date: 02.26.2026 Project#: 26006 SABBETH PROJECTS J I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L GIRDER PER PLAN GIRDER PER PLAN WILLIS GREENPORT' NY m aA EDWARD STANUnY ENGINEERS LLC STRUCTURES AND PRESERVATION Gud6d,Q 06437 4'MIN 4'M I, 203t80210 V6. 4 MIN �, o \\ 203,458-0219 Tm / .,6 ��,�/`// \�L�``:., www.edwardstonlaye+ginears.crnn 2" 'I 2. BEAM BEAM PER PLAN PER PLAN—/ s�ti HANGER PER PLAN HANGER PER PLAN z E — " ,Y 4-SCREW CONNECTION 8-SCREW CONNECTION �v BEAM TO BEAM CONNECTION - y~"4Ea` �° S209 = NOTES: /—NAIL PER FASTENING NAIL PER FASTENING NAIL PER FASTENING 1. CONNECTIONS ARE BASED ON NOS OR MANUFACTURER'S TEST OR CODE REPORTS. SCHEDULE,(2)ROWS SCHEDULE,(2)ROWS SCHEDULE,(2)ROWS -111141 _ 2. SIMPSON SOWS SCREWS(.22'DIAMETER) — - a.3'LONG FOR 2-PLY GIRDER (2)SOWS X 6'LONG(22'DIAMETER)SCREW PLYWOOD PER (3)10d NAILS AT 12'O.C. PLYWOOD PER (3)10d NAILS AT 12'O.C. PLYWOOD PER '�0/' )ONp�' b.5'LONG FOR 3-PLY GIRDER AT 24'O.C.STAGGER EACH SIDE STRUCTURAL NOTES EACH SIDE STRUCTURAL NOTES (ONE SIDE) STRUCTURAL NOTES a 6 3/4"LONG FOR 4-PLY GIRDER 3. SEE HANGER SCHEDULE FOR QUANTITY OF SCREWS 4. INSTALL V2 OF SCREWS ON EACH SIDE OF BEAM M ~ I _�— �--- - ISSUED FOR CONSTR iI'.III iII 5. INSTALL SCREWS FROM HUNG BEAM SIDE 6. BEAM ON EACH SIDE REQUIRES SCREWS FROM EACH SIDE j li III l I' p I III ICI p {j Ii` �I illll�jirl m �,I�III{I I, m i11 No. Issue Date 11 +II - Ea ��III'.till 1,Ali' ES Em Iil;Ili!! - I (4)PLY LVL BEAM 1 (3)PLY LVL BEAM (2)PLY LVL BEAM JOIST PER PLAN) PER PLAN JOIST PER PLAN) PER PLAN JOIST PER PLAN PER PLAN 4-PLY LVL BEAM 3-PLY LVL BEAM 2-PLY LVL BEAM NAIL PER FASTENING NAIL PER FASTENING NAIL PER FASTENING SCHEDULE,(2)ROWS SCHEDULE,(2)ROWS SCHEDULE,(2)ROWS (3)SOWS X 6'LONG(.2Y DIAMETER)SCREW PLYWOOD PER (2)SOWS X 5-LONG I=DIAMETER)SCREW PLYWOOD PER (3)10d NAILS AT 12-O.C. PLYWOOD PER — AT24'O.C.STAGGER EACH SIDE STRUCTURAL NOTES AT 24'O.C.STAGGER EACH SIDE STRUCTURAL NOTES (ONE SIDE) STRUCTURAL NOTES — I'I P III nIIIIII!� m Pli'Jlhl } IIR 111i u!1 {p 111II _ HANGER PER PLAN J MANGER PER PLAN J HANGER PER PLAN JOIST PER PLAN (4)PLY LVL BEAM JOIST PER PLAN (3)PLY LVL BEAM JOIST PER PLAN (2)PLY LVL BEAM PER PLAN PER PLAN PER PLAN 4-PLY LVL GIRDER-FLUSH 3-PLY LVL GIRDER-FLUSH 2-PLY LVL GIRDER-FLUSH Bd NAILSAT4'O.C. 8d NAILSAT4'O.C. 8d NAILSAT4"O.C. _ JOISTS BUTT ENDS PLYWOOD PER JOISTS BUTT ENDS PLYWOOD PER PLYWOOD PER STRUCTURAL NOTES / STRUCTURAL NOTES STRUCTURAL NOTES ......... - Typical Details II i Sheet H 7r 41 SOLID BLOCKING SOLID BLOCKING S209 s SOLID BLOCKING I. JOIST PER PLANJ JOIST PER PLAN W I+i JOIST PER PLAN w — ll ;I{pltl' Scale: v w i�� 6+ ��,� pw ui�I.I�II� Date: 02.26.2026 26006 (2)SOWS X6-LONG — Project#: (.22-DIAMETER)SCREW AT 24-O.C. (4)PLY LVL BEAM (3)10d NAILS AT 12'O.C. p)PLY LVIL BEAM (3)10d NAILS AT 12-O.C. (2)PLY PLAN BEAMSTAGGER EACH SIDE PER PLAN (EACH SIDE) PER PLAN (ONE SIDE) 4-PLY LVL GIRDER-BELOW 3-PLY LVL GIRDER-BELOW 2-PLY LVL GIRDER-BELOW _ SABBETH 2 MULTIPLE LVL PLY CONNECTIONS - SIDE LOADED PROJECTS SCAII-TS209 - _ - _ - NOTE: 1. CONNECTIONS BASED ON NOS,OR MANUFACTURER TEST,OR CODE REPORTS. 2. ALL SCREWS SPECIFIED ARE SIMPSON. 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L _ WILLIS LSL RIM JOIST WITH ADHESIVE PLYWOOD SHEATHING I1 I BACKED VAPOR BARRIER ON WALL SIDE PLYWOOD SHEATHING II I 1095 7TH ST I PSILL PLATE AND ER STRUCTURAL GREENPORT NY STUD WALL PER PLAN STUD WALL PER PLAN PER STRUCTURAL NOTES � SILL PLATE AND ANCHOR BOLTS SUBFLOOR SILL PLATE AND ANCHOR BOLTS i SUBFLOOR _ PER STRUCTURAL NOTESJ PER STRUCTURAL NOTES FLOOR JOISTS PER PLAN FLOOR JOISTS PER PLAN [71SHELF J EDWARD SIANLEY ENGINEERS LLC (2)05 TOP BARS CONTINUOUS.LAP 2'3•. (z)#s roP BARS coNnrluous,TAP z�•. STRUCTURES AND PRESERVATION PLAC Z'CLEAR FROM TOPANDSIDES 1 I PLACE 2•CLEAR FROM TOP AND SIDES 6 Wfer SheetGff«d.CT 06437 2D3.4580210Voim 203-4580219 F- GRADE GRADESEE RAWINGS - - SEER-DRAWINGSEMBE'THREADEPDXY AT,6'O.C. EMBED 4'WITH EPDXY FOR JOISTS PER PLAN LVL LEDGER WITH VAPOR BARRIER ° ADHERED TO WALL SIDE a - OF NE)y VERTICAL BARS TO MATCH TOP OF WALL - DOWEL SIZE AND SPACING '111141 - � z . JOISTS PARALLEL Its AT 12'0.C.HORIZONTAL S300 SCALE 1"=1'-0" ° ° I SEEt/S300FORBALANCE ISSUED FOR CONSTRUCTION 12 ,CLEAR OF INFORMATION 4 No. Issue Date a,.. SILL PLATE AND ANCHOR BOLTS EXISTING PLYWOOD PER STRUCTURAL NOTES EXISTING WALL ABOVE EXISTING FLOOR SHEATHING ° EXISTING JOISTS #S DOWELS AT 24'O.C. #5 DOWELS AT I2'O.C. -- --- --- - 12'"CLEAR 0• EXISTING RIM HIGH COMPRESSIVE STRENGTH - — INSULATION PER STRUCTURAL NOTES 11 POROUS.GRANULAR a�q - SLAB ON GRADE PER PLAN !I BACKFILL-------------- e g I PER PLAN IICIIS — 8 do—X—a X—X e�P LEAVE ROUGH ° FOUNDATION DRAIN \ /a o - NEW CONCRETE SEER-DRAWINGS e • ° _I_ FOUNDATION WALL - (3)95 BOTTOM CONTINUOUS d LAP T-3'.PLACE 3 CLEAR y, w FROM SIDES AND BOTTOM d N BOTTOM FOOTING PER PLAN I - FIRM UNDISTURBED SOIL 1 I' TTffii"__--iE d SEE SEE PLAN SEEPLAN PLAN FOUNDATION WALL - TOP OF WALL - - 1 JOISTS PERPENDICULAR 3 JOISTS ON WALL _ S300 SCA E 1 =1-0' S300 SCALE '_ -0' _ SEE IIS300 FOR BALANCE Foundation Details OF INFORMATION Sheet A S300 w Scale: 1.=1'-0" v Date: 02.26.2026 Project#: 26006 _ SABBETH PROJECTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L WILLIS 1095 7TH ST GREENPORT, NY EDWARD STANLEY ENGINEERS LLC STRUCTURES AND PRESERVATION 6 Water Sheet — GuA d,CT 06437 2034580210 v.i- 203d580219F- www.edw do leyenq!—s.com EXTERIOR WALL ABOVE 8d NAILS AT 3'O.C. 16d NAILS AT 6'O.C. Lt FLOOR SHEATHING �- (2)SDWS X 3^AT 16'O.C. 2ND FLOOR r ROOF SHEATHING "—`--I...... ---- --- FLAT ROOF JOIST !I III i III II I lip SE OF NEW p _ �1P CQ,81CK BF4�9� �il!I it I II END OF WESTERN PLY OF LVL OF FLITCH BEAM PER PLAN FLITCH BEAM AT NORTH END OF NORTHERN SIMPSON STRONG WALL FACEMOUNT RANGER LEDGER ISSUED FOR CONSTRUCTION TOP PLATE OF 2X6 WALL BELOW — SECTION CENT 1 3/4'ERLINEFROM OUTSIDE FACE OF OF SIMPSON ONG WALL No. Issue Date S4OObL;ALt WESTERN EST N N PL OOF LVL OF FLITCH VER SIMPSON STRONG STUD WALL!FOUNDATION WALL CONTINUOUS WALLS,NO SPLICES.SIMPSON LTP4 — CLIPS TO TOP PLATE AT 16'O.C. JACK STUD FOR HEADER AT END — WALL ABOVE BEYOND OF SIMPSON STRONG WALL BELOW SLOPED ROOF PLYWOOD RAFTER AT KITCHEN(1 SHOWN) WESTERN PLY OF LVL OF VILINS BLOCKDE 1"LONG RIM.AT FLITCH BE CONTINUOUS OVER SIMPSON STRONG WALLS SCREW RIM TO BLOCK BEYOND.NO SPLICE (10)SDWS X3-LONG _ PLYWOOD AT FLAT ROOF THREADED ROD F��TRO.FPLYWOODBEYOND P PLATE OF WALL AT KITCHEN 3 RIM AT FLAT ROOF 5400 TOP PLATE OF WALL ---- SIMPSON DTT2ZSD52.5— AT DINING ROOM ----------------- -------___— ——— ---__ — — FLAT ROOF JOIST,HANG FROM LVL II yit. ONLY SHOWN FOR CLARITY 91/4'LVL RIM AT OUTSIDE FACE OF STUD WALL SIMPSON LTP4 JACK STUD FOR HEADER AT END CLIPS TO TOP PLATE AT 16'O.C. •�- OF SIMPSON STRONG WALL BELOW - - HEADER PER PLAN CONCEALED FLANGE 'lIIII Ii IIIi' I II; 0 ® 0 CENTERLINE OF SIMPSON STRONG WALL FACEMOUNT MANGER I", I.I 1 314'FROM OUTSIDE FACE OF — STUD WALL I FOUNDATION WALL LAPTOP PLATES AT CORNER HALLWA EXTERIOR TOP PLATE OF 2X6 WALL BELOW — SIMPSON STRONG WALL BELOW. TOP OF STRONG WALL=BOTTOM TOP PLATE RIM Superstructure Details HEADER PER PLAN HEADER PER PLAN ------- — — -- ----- ---- — Sheet A f — f � OPEN TO TOP PLATE OF WALL ABOVE LVL BLOCKING HALLWAY TOP PLATE OF WALL BELOW Y SIMPSON DTT2ZSDS2.5 S 4 O O L OPEN AT OPEN AT THREADED ROD — WINDOW WINDOW Scale: FurcM BEAM Date: 02.26.2026 KITCHEN DINING _ Project#. 26006 POST PER PLAN POST PER PLAN LAN (2N3K) _ A v _ SABBETH 2 NORTH WALL AT FLITCH - ELEVATION 3 PLAN DETAIL PROJECTS saooSCALE I-T72—=-1'-0" saoo - _ -