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TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52822 Date: 04/01/2026 Permission is hereby granted to: Robert A Leyden 119 West Ln FI 1st Stamford, CT 06905 To: construct a single-family dwelling as applied for per SCHD approval with flood permit. Premises Located at: 3088 Camp Mineola Rd, Mattituck, NY 11952 SCTM# 123.-5-6 Pursuant to application dated 02/17/2026 and approved by the Building Inspector. To expire on 03/31/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,882.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total S2,132.00 ��� Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town 179 Southold,NY 11971 0959 Telephonel(63 ) 765 802MFax (631}7bO-9542 i C a / r OL1t�o 9wtl n�gl w„ a M Date Received APPLICATION FOR BUILDING IT For Office Use Only � PERMIT NO. „,.. `� Building Inspector. FFB, _ . Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2/13/26 OWNER(S)OF PROPERTY: Name:GCG Mattituck FSCTIVI #1000-123-5-6 Project Address:3088 Camp Mineola Road, Mattituck NY Phone#:516-702-3519 Email:cdthomas63@aol.com Mailing Address:PO BOX 877, Jamesport NY 11947 CONTACT PERSON: Name:Megan Carrick (Nugent) Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:631-804-3796 Emaii:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Emaii:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:Green Tree Development Corp Mailing address:P.O. Box 377 South Jamesport, NY 11970 Phone#:631-258-3799 Email:geopavjr@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project; ❑Other TBD Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ONo 2 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Family Residence w pool Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? Dyes WNo IF YES, PROVIDE A COPY. M Check Box After Re dh1g: 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 name):Megan Carrick (Nugent) Authorized Agent El Owner Signature of Applicant: O Date: 2/13/26 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission Expires April 14, 2�a� b being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this of f�k) 20 f Notary Public P1 IPE "I" El)' ".IIII"ImIIII IIP' IIII , . III (Where the applicant is not the owner) 1, residing at Megan Carrick (Nugent) do hereby authorize to apply on my behalf to the Town Southold Building Department for approval as described herein. 2/13/26 wner's Signature Date r Print O ner''s Name 2 TOWN OF SOUTHOLD—BUILDING DEPAR"I"'MN " r Town Hall Annex 54375 Main Road- P. O. Box 1179 Southold,I 1 09,,�P,11 ` 02 � Telephone (631) 765 1802 fl t ��„�fw ww.sout.hol((t�N l�i �� Floodplain Developmentit Application .. _............ ............... PROPERTY INFORMATION: Flood zone:AE 6 FIRM Panel:0482H SCTM#l000-123-5-6 Address:3088 Camp Mineola Road �. ___wwww. ww city.M, attituck zip:...wwwn..._. ..ww_........_...w�w�w__. ..�. _._�_..�w_...._... _�.........w.11952._._._._._.. CONTACT PERSON: ._" Name:Megan Carrick (Nugent) one It.631-$04-3796 mmMM Mailing Address:PO Box 877 Jamesport NY 11947 N ww _._....._km_w� PROJECT DESCRIPTION: Construct a single-family ...... .... � WW............................�.�.kwH.wwww,w______ _ g y home with attached garage and pool. SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) �....._...�. ��..�.._ .....�... Type of Structure.�......_.�......._.......�.....__.�... ... .___........-.... .... .....w..._Type.W of Structural Activity ® Residential (1 to 4 families) R New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) 8 Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ® Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑Other development not listed (specify): ..ww................. By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):Megan Carrick (Nugent) Signature wof Applicant � ...�_..w �............ Date:3/27/26 \ LAND NOW OR FORMERLY OF ,_ � - LAND NOW OR FORMERLY OF 33 KREH SITUATE + PETER F R .KREH,IR PUBLIC IMP OVED WATER 1< ; MATTITUCK VACANT s TOWN OF SOUTHOLD ' t S 89'07'20" E 2I9 i' ' — Rc. SU. TAX COUNTY, NEW YORK _ 0 0 E T - ',�_®S.C. TAX N0.COUNTY, NEW Y RK � V SCALE 1" 20' +kr {1000 123 5 6 / c AREA- 15.275 SO_II_ ` 0 SS - ` 'Tp-. -._ / r` ` i T 3;0 Yt ti W yr 20 219 9X S €THIS SITE PLAN HAS BEEN PREPARED I - _ USING THE INFORMATION FROM THE 5 - EURVEY OF MARTIN READ,LE FROM PINNACLE LAND SURVEYORS UP DAM - OCTOBER 14.2025 AND UPDATED ON ¢- 2025 R 24,2025 AND OCTOBER 31, 2025. q \ - SCTM�ji 00p-127-5-1 VACANT : PROPOSED tNPERVIOUS LOT COVERAGE ice _ = 'MOUSE W GARAGE I 1PORCHES 8 STEPS t - !' Oa x _III- .<• _�� t-<. a 4.: 5_ ' ' I `L =POLL - J ,• +1< ` ��.. 11 U TOTAL v «, rA E + ¢-- _« ®__�_=—s- ---- -----® �ff �X'- A�IG`4 ENS e..T O[ EC��.:xel' _ :a� --- .-x N tv 220. Y 1 _ CP '_ - -- "^ BIf Y HIEAU Ii DEPAR *._pT +>- `- =�€ DIRT DRIVEWAY 3 Qp.�`"A I- t LAND NOW OR FORMERLY OF T LAND NO OR FpRMEPLY OF HOWELL € I _ GEALLEN 33 ( - $ . -__ a Z O Q c VACANT { Z € i �.t� �} s_€ _ W O CV ' m IMPROVED Q W f L Z�< LU Z € T ROOF -. LLJ SITE PLAN Pr r-.- ' — ;=7 r - -:c�� .O PRO�oE(3)6 a°x.nRn sroRN oRAN POGLs G:F t .1.. Ell DEICE_1_ — — � �Y O p av0 v'RE`s Rw a I w < PROPOSED B•R P . FRG„GR ARE wN I_: Q= `£ .. � O U F s RG 1x.•oEPo F�row L,=GWNTB O a GO s P PROPOSED SEPTIC SYSTEM DETAIL �s�,• s _ �- I— ; 1.ELEVATIONS ARE REFERENCED TO N-A V.p, 1988 DATUM RE f p "- ' ___ -i- O Q EXISTING ELEVATIONS ARE SHOWN THUS:— -t -t_ a I) 1 n_ nn.wn « =c n. U V t r = U MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 ID,H SIDEWALL 6 LEACHING GALLEYS(8.5'x4.75')2'DEEP PROPOSED FU-SOX EXPANSION GALLEY ® PROPOSED 88'14-75'x2•DEEP LEACHING GALLEY TREATMENT SYSTEM CEN-5 C PROPOSED 12'R12-POLYLON DISTRIBUTION BOX 2.ALL NEIGHBORING PROSPERITIES WITHIN 150'OF PROPERTY LINES HAVE PUBLIC WATER. i 3..THERE ARE NO WELLS WITHIN 150'OF PROPERTY LINES. - 4.THE LOCATION OF CESSPOOLS SHOWN HEREON ARE FROM FIELD Charles M.Thomas OBSERVATIONS AND/OR DATA OBTAINED FROM O7HERS. I a r c h i t e c t i Po 5.NO SUBSURFACE WATERS/WETLANDS WITHIN 300-OF PROPERTY- «6R� •a�v�„C ,^ID„e,t,e« ( I d - ' 6 ALL MECHANICAL SYSTEMS,INCLUDING HEAT ARE TO BE ELECTRIC- `��o""°m'm°"""`•'a€"0""`"" # g BA 8/1 AIC4'(NL Ki 11917(65)727-H41 NO GAS OR PROPANE IS PROPOSED. II 1 FUII CLEAN CEN-5 TRFATMEHT SYSTEM SITE PLAN A • i or<.au sue..— a«z • -_ SO. CONTROL PANEL k BLOWER - i z-v f _ L f TM REScheck*Web Compliance Certlifica e Project Information Project Title: 3088 Camp Mineola Road Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Mattituck,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 2304 ft2 Glazing Area: 26% Climate Zone: 4a(5331 HDD) Project No: 1847200 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 3088 Camp Mineola Road GCG Mattituck Charles Thomas Mattituck,NY 11952 PO Box 877 PO Box 877 Jamesport,NY 11947 jamesport,NY 11947 516-702-3519 5167023519 cdthomas63@aol.com cdthomas63@aol.com Project Notes: Energy Credits Description Credits R408.2.9 Opaque walls 0„0 R408.2.4(1)Ductless or hydronic thermal distribution 7A R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6.0 R408.2.6 Energy efficient appliances 1.0 Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 1 of 13 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 Ceiling:Flat Ceiling or 251 30.0 0.0 0.035 0.026 9 7 Scissor Truss Ceiling-Hot Roof: 1255 36.0 0.0 0.029 0.026 36 33 Cathedral Ceiling Ceiling mud room: 162 30.0 0.0 0.034 0.026 6 4 Cathedral Ceiling Floor:All-Wood 1362 30.0 0.0 0.033 0.033 45 45 joist/Truss Floor 1:All-Wood 951 30.0 0.0 0.033 0.033 31 31 Joist/Truss Floor 2:All-Wood 61 30.0 0.0 0.033 0.033 2 2 Joist/Truss Wall total:Wood Frame, 2527 21.0 0.0 0.057 0.060 103 109 16"o.c. Window-first floor:Vinyl 411 0.270 0.270 ill ill Frame SHGC:0.28 Door:Glass Door(over 301 0.270 0.270 81 81 50%glazing) SHGC: 0.28 Wall:Wood Frame, 16" 235 21.0 0.0 0.057 0.060 13 14 O.C. 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 REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Charles Thomas T" 3/31/26 Name - Title lure Date r 1 Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:27%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.ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 105.1, "Construction drawings and Complies 105.2 documentation demonstrate [PR1]1 energy code compliance for the da Does Not buila ingl envelope.fhermal mply envelope,air barriers,energy Not (1 credits,renewable energy, servable battery storage,solar ready systems and energy compliance Not path represented on pplicable construction documents. 105.1, Construction drawings and 0 Complies 105.2, documentation demonstrate 403.8 energy code compliance for Does Not [PR3]1 lighting and mechanical omply systems.Systems serving Q Not multiple dwelling units must i56servable demonstrate compliance with Not the IECC Commercial Provisions. pplicable 302.1, Heating and cooling equipment Heating: Heatingg O Complies 403.7 is sized per ACCA Manual S 8tu/hr Stu/her [PR2]1 based on loads calculated per Does Not ACCA Manual I or other methods amply approved by the code official. Cooling: Cooling: Not 8 nhBtu hr :Btu t'xr servable Not pplicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 3 of 13 Foundation inspection Section &Req.ID Foundation Inspection Complies? Comments/Assumptions 403.8 Systems serving multiple dwelling units Complies [FI91]2 comply with Sections C403 and C404 of the commercial code. Does Not omply (RNot servable PNot pplicable 403.9.1 Heating systems installed for outdoor Q Complies [FI92]2 heating are radiant systems controlled by occupancy sensing or timer switch. Does Not Pomply Not servable Not pplicable 403.9.2, Snow and ice-melting system controls Q Complies 403.9.3, installed to shut off system when 403.9.4 pavement temperature>50F and no �Does Not [FI92]2 precipitation or automatic controls to omply shut off the system when outdoor Not temperature>40F. IRservabie P[ ]Not pplicable Additional Comments/Assumptions:. 1 [High Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 4 of 13 Framing / Rough-In Inspection Section Plans Field # Framing/Rough-In Verified Verified &Req.]D Inspection Value Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration i]Complies [FR4]1 products are determined in accordance with the NFRC test Q Does Not procedure or taken from the omPly default table. ❑Not Observable RNot pplicable `402.5.1.1 Air barrier and thermal barrier j Q Complies [FR23]1 installed per manufacturer's instructions. Q Does Not damply ❑Not Observable RNot plicabie 402.5.3 Fenestration that is not site built �� O Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA Does Not 101/I.S.2/A440 or has infiltration i omply rates per NFRC 400 that do not Q Not exceed code limits. Observable j�Not pplicable 402.5.4 IC-rated recessed lighting 0Complies [FR1612 fixtures sealed at Does Not housing/interior finish and labeled to indicate<_2.0 cfm amply leakage at 75 Pa. Not ❑ Pservable 1QNot pplicable 403.4 HVAC pipin2 conveying fluids 0 Complies [FR17]2 above 105-F or chilled fluids R. R= below 55°F are insulated to>_R- Does Not 3. omply Ob Not servable PANot pplicable 403.6 Automatic or gravity dampers i Q Complies [FR1912 are installed on all outdoor air Does Not intakes and exhausts for mechanical ventilation systems. r OmPIY Q Not Observable Not pplicable 403.6.1 Ventilation systems in climate - w j o Complies Exception:Requirement [FR30]2 zone 6 shall utilize heat or is not applicable. energy recovery with balanced Q Does Not ventilation and a sensible P amply recovery efficiency(SRE)>_ ❑Not 65%at 32 F. 'tbservable Not pplicable 403.3.3 Su I and return ducts in attics Complies [FR1211 ins paled>=R-8 where duct is Does Nat >=3 inches in diameter and ( >=R-6 where<3 inches. PomplY [-)Not servable Not pplicable Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 5 of 13 Section Plans Field # Framing/Rough-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 403.3.6 Ducts,air handlers and filter Complies [FR1311 boxes are sealed with joints/seams compliant with Q Does Not International Mechanical Code 0mply or International Residential Not Code,as applicable. servable [--�Not pplicable 403.4.1 Protection of insulation on HVAC Q Complies [FR2411 piping. Does Not omply Q Not Observable Not pplicable 403.5.2 Hot water pipes are insulated to R�.� R= 0 Complies [FR1812 ?1 inch of insulation. Q Does Not Comply PNot servable QNot plicable 402 5.5 Air-sealed electrical and O Complies [FR2917 communication boxes installed in the thermal boundary of the Does Not envelope sealed to limit air omply leakage between conditioned Not and unconditioned spaces. Tot Not pplicable I 403.3.1 Duct systems are design and O Complies [FR1211 sized in accordance with ACCA Manual D based on HVAC sizing O Does Not calculations in R403.7.Duct Comply systems serving multiple IgNot dwelling units is sized inservable accordance with ASHRAE Handbook of Fundamentals, Not ACCA Manual D or an equivalent pplicable methodology. 403.3 Duct systems are design and O Complies [FR3111 sized in accordance with ACCA I Manual D.Duct systems serving Does Not multiple dwelling units is sized Comply in accordance with ASHRAE Not Handbook of Fundamentals, servable ACCA Manual D or an equivalent Not methodology. pplicable 402.1, Glazing U-factor(area-weighted Complies I See the Envelope 402.4.1, average). U U' Assemblies table for 402.4.3, Does Not values 402.6 omply I [FR211 [--)Not servable Not pplicable Additional Comments/Assumptions: 1 Hi h Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 6 of 13 Insulation Inspection Section Plans Field # Verified Verified &Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values Does Not provided. Pomply ❑Not Cbservable Rpp Not licable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. o Does Not comply JPNot servable �PNot pplicable 402.1, Floor insulation R-value. R R ❑Complies See the Envelope 402.2.8 Assemblies table for [IN1]1 ❑Wood ❑Wood Does Not values omply ❑Steel ❑Steel Not Q Pservable Not t�pplicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the underside of the subtloor,or amply floor framing cavity insulation is Not In contact with the tots side of servable sheathing or a combmatlon of cavity and continuous insuiation [—]Not is installed so cavity insulation pplicable is in contact with top side of continuous insulation. 402.1, Wall insulation R-value.If this is ❑Complies See the Envelope 402.2.6, a mass wall with at least 1/2 of R� R Assemblies table for 402.2.7 the wall insulation on the wall ❑Wood ❑Wood ❑Daes Not values [IN3]1 exterior,the exterior insulation Mass Mass Camply requirement applies(FR10). 1❑ ❑ QNot ❑Steel ❑Steel Observable PANot pplicable 402.2.3, Wood attic knee walls or roof ❑Complies 402.2.3.1 trusses separating conditioned [IN14]1 space from unconditioned attic Q Does Not space comply with the I amply insulation requOements in Table Q Not R402 1..3,Attie knee walls t5bservable contain an air barrier between the conditioned and ("")Not unconditioned space. pplicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 7 of 13 Final Inspection Provisions Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1AA, Ceiling insulation installed per 10 Complies 303.2 manufacturer's instructions. Q [FI2]1 Blown insulation marked every C Does Not 300 ft2. omply ❑Not Observable o Not applicable 303.3 Manufacturer manuals for O Complies I[F11.8]3 mechanical and water heating systems have been provided. o Does Not mply Q Not Observable Not t�pplicable 403.1.2 Heat pump supplementary O Complies [FI10]2 heat controls to prevent supplemental heat when heat Q Does Not pump compressor can serve limply the heating load. D Not Observable !pNat pplicable 403.2 Hot water boilers have O Complies [FI26]2 automatic outdoor setback control to lower boiler water Q Does Not temperature based on outdoor comply itemperature,indoor RNot temperature or water servable temperature sensing. Not � pplicable 4033.6.1 Air handler leakage designated Complies [FI24]1 by manufacturer at<—2/o of Pdesign air flow. Does Not Po Q Not Observable PpNot plicable 403.3.7 Ducts are pressure tested in 0 Complies [FI27]1 accordance with ANEI/RESNET/ICC 380 or Cfm/100 ft2 cfm/100 ft2 QDoes Not ASTME1554 to determine air w Qmply leakage with either:Rough-in Not test:Total leakage measured servable with a pressure differential of 0.1 inch w.g.across the system Not includingt�the manufacturer's pplicable air handler enciosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.clua across the entire system indinc�the manufacturer's air handler enclosure. 403.3.8 Duct fghtness test result o'1 O Complies [FI4]1 <=4 cft/100 ft2 across the - 2 Does Not system or<=3 cfrnf'100 ft2 cfm/100 ft2 Cfm/100 ft without air handier S Pa, omply Duct tightness<=8 cfm/100 QNot ft2 for ducts within thermal servable enveiope.For rough-in tests, Not verification may need to occur during Framing Inspection, 1�ppiicable 403.5.1 Circulating service hot water Complies [F111]2 systems have automatic or accessible manual controls. Does Not o Rmply RNot servable PppNot licable Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 8 of 13 Section Plans Field ww # Verified Verified & Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1.1 Demand recirculation water Complies [FI3212 systems have automatic controls to start pump when Q Does Not hot water is requested. r-amply o Not observable QQ Not Tpplicable 403.5.1.1 Heated water circulation C)Complies i [FI28]2 systems have a circulation ryryaump.The system return pipe iDoes Not ds a dedicated return pipe or a omply cold water supply pipe.Gravity Not (-1 and thermos-syphon circulation servable systems are not present. Controls for circulating hot Not water system pumps start the pplicable pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists, 403.5.1.2 Electric heat traces stems ❑Complies [FI2912 comply with IEEE 515.1 or UL Does Not 51.5,Controls automatically adjust the energy input to the omply heat tracing to maintain the Not desired water temperature in Observable the piping. i T Not pplicable 403.5.3 Drain water heat recovery Complies [FI31]2 units tested in accordance with Does Not CSA B55.1.Potable water-side pressure loss of drain water omply heat recovery units<3 psi for o Not individual units connected to observable one or two showers.Potable water-side pressure loss of Not drain water heat recovery units : pplicable <2 psi for individual units connected to three or more showers. 401.3 _Compliance certificate posted Complies [F1712 with building s�ecificabons, 10 cornptl8ap�ce patiro,R408 energy I Does Not credits,results andsolar ready omply gone if provided. R Not servable QpNot plicable 403.6.2 All mechanical ventilation O Complies [1`I25]2 system fans not part of tested and listed HVAC equipment Does Not meet efficacy and air flow omply limits per Table R403.6.2 (—]Not servable Q Not Tpplicable 403.6.3 Mechanical ventilation systems Q Complies [F133]2 tested and verified to meet the minimum flow rates required Q Does Not by Section R403.6. Amply Not servable Not Tpplicable 403.6.5 Intermittent exhaust for Complies [FI34]2 bathrooms/toilet rooms has Does Not automatic control,occupant sensor control,humidity Comply control or contaminant control. o Not Observable Not pplicable Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 9 of 13 Section Plans Field # Verified Verified & Recl.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403J.1 Electric resistance heating total I - _ Complies [FI6]1 capacity for dwelling units, sleeping units and occupanices Does Not in the building<=2.0 kW. omRlY Not servable Not RRlicable 4021, Ceiling insulation R-value. R R Complies See the Envelope 402,2,1, does Not Assemblies table for 402.2.2, Q Wood Q Wood values om Iy [11i1 Q Steel O Steel ❑Not observable PNot licable 403.13, Gas fireplaces equipped with 0 Complies 403.13.1 on-demand pilot,intermittent [FI35]3 ignition or 4iterrupted ignition. Does Not Fireplace efficiency>50%in omply accordance with CSA R4.1 ❑Not f56servable Not 'plicable 404.1 100%of permanent fixtures O Complies [FI6]1 have high efficacy lamps. � o Does Not i amply Not servable PNot plicable 404.1.2 Exterior lighting power is below 0 Complies [FI35]3 the allowable wattage in Table Co R404.1, Does Not mply RNot servable o Not Ppplicable 1 404.1.5 Fuel gas lighting systems have iO Complies [FI23]3 no continuous pilot light. Does Not Comply []Not observable Not pplicable 404.2.1, Permanent interior lighting O Complies 404.2.2 shall be controlled with either a Does Not [FI36]3 manual dimmer,occupancy sensor or auto shut off control t-omRly based on occupancy built with Not manual override. C6servable P Not pplicable i 404.3 Exterior lighting>=30 watts Complies (FI37]3 shall have the following Does Not controls: manual on/off switch with automatic shut-off, amply automatic shut-off in daylight (Q��Not hours,and controls that J observable override automatic shutoff that returns to automatic control [1 Not within 24 hours. pplicable 404.4 Where renewable energy O Complies [F13613 generation equipment is installed,signed attestation for Does Not renewable energy credits amply (RECs)or energy attributable I[D�]Not certificates(EACs)associated Observable with the renewable energy used for compliance are J Not provided to the code official. pplicable Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 10 of 13 Section Plans Field # Verified Verified & Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.2.4 Vented attics with air O Complies Exception:Requirement [FI22]2 permeable insulation include Does Not as not applicable. baffle adjacent to soffit and eave vents that extends over omply insulation. RNot servable Not Applicable 408.23(2) Gas-fired instantaneous water 10Complies (b)[FI62)1 heater efficiency>=0.95 UEF Does Not for additional efficiency credit Q damply QNot Observable Not pplicable 402.5.13 Blower door test @ 50 Pa. ACM 50 AC14 50_ O Complies [FI17]1 <=3.0 ACH50 in Climate Zones Does Not 4-5 and<=2.5 ACH50 in Climate Zones 6. omply RNot servable PNot i pplicable 408.2.4(1) Ductless or hydronic system O Complies [FI71]1 installed and located within Does Not conditioned space for additional efficiency credit for omply additional efficiency credit Not RObservable Not pplicable 402,5,2 Wood-burning farepiaces have 0 Complies (FISP tight fitting flue dampers,and outdoor air for combustion. Does Not omply [ ]Not servable PNot p Not 408.2.6 Rel4ia3erators,dishwashers and 10 Complies [F180]1 clothes washers/dryers are ENERGY STAR rated for Does Not additional efficiency credit comply (—�Not servable PNot plicable 4023 Radiant barriers comply with R �� � R 0 Complies See the Envelop (F143]1 ASTM C1313/C1313M and are Assemblies table for installed in accordance with O Wood Q Wood ❑Does Not values ASTM C1743 O Steel Q Steel CQo Not y Observable PNot plicable 403.1.1 Programmable thermostats %O Complies [FI9]2 installed for control of primary heating and coofing systems ❑Does Not and initially set by damply manufacturer to code ' - Q Not f specifications, t56servable PNot plicable Additional Comments/Assumptions: Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 11 of 13 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 12 of 13 2025 Energy Conservation Construction Code of New York State Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 36.00 Ductwork(unconditioned spaces): MM. ® w Window 0.27 0.28 Door 0.27 0.28 Skylight 0.00 Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 3088 Camp Mineola Road Report Date: 3/31/26, 11:17 AM 13 of 13 �a dl FirstAmerican ritle 440 R 3 1 2026 .w March.27, 2026 Town of Southold P.O. Box 1409 Southold, NY 11971 RE. Title No: PAC-4709 Owner: Camp Mineola Group, LLC Premises: 3088 Camp Mineola Road, Mattituck, NY aka 1000-123.00-05.00-006.000 Dear Sir or Madam: Please be advised that PECONIC ABSTRACT, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, �w Antonio Vozza Vice President and Agency Counsel AV/wvp cc: PECONIC ABSTRACT, INC. P.O. Box 1267 405 Ostrander Avenue Riverhead, NY 11901 Phone No. (631) 369-0222 580 White Plains Road,Suite 330,Tarrytown,NY 10591 TEL 212.381-6600 - FAX 212.922.0881 www.firstam.com Title No. PAC-4709 VARIANCE SEARCH JOANN SPAN BURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 3/1/2026 AND TO DISCLOSE SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 4/23/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 3/27/2026 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 2 th DAY MA CH 2O26 BY: NOT Y PUBLI JOANN SPAN BURGH-WASKI, PRESIDENT ISABELLE JENNINGS NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 Subject Premises: 1000-123.00-05.00-006.000 George B. Reeve and Letitia Reeve, his wife Dated: 11/23/1906 TO Rec'd: 9/5/1907 Florence B. Reeve Liber 629 cp 168 Carrie H. Tuthill Dated: 10/9/1935 TO Rec'd: 8/1/1938 DeForest Horton Liber 1996 cp 545 DeForest Horton Dated: 10/28/1944 TO Rec'd: 1/22/1945 Andrew Hoffman Liber 2419 cp 207 Andrew Hoffman Dated: 2/19/1949 TO Rec'd: 2/23/1949 Marie A. Rambo Liber 2924 cp 350 Continued... Sworn to before me this PECONIC ABSTRACT, INC. u 2thda of IlAarc , 2026 Notary Pub Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No.01JE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 Subject Premises: 1000-123.00-05.00-006.000 Continued... Chester F. Jacobs, as the County Treasurer of the County of Suffolk Dated: 6/3/1959 TO Rec'd: 5/16/1962 Barbara Weintraub Liber 5166 cp 05 Eda Kupersmith, individually and as Administratrix of the Estate of Dated: 8/11/1967 Barbara Weintraub, deceased (late of Kings County) and Rec'd: 8/16/1967 Chaya Weintraub, both being the sole heirs of Barbara Weintraub Liber 6203 cp 275 TO Eda Kupersmith Eda Kupersmith Dated: 9/15/1976 TO Rec'd: 9/23/1976 Robert A. Leyden and Marion J.F. Leyden, his wife Liber 8110 cp 344 Continued... Sworn to before me this PECONIC ABSTRACT, INC. th day of March, 2026. by: Notary Publi Joann Spanburgh-Waski, President ISABELLE JENNINGS NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 Subject Premises: 1000-123.00-05.00-006.000 Continued... Robert A. Leyden, as surviving tenant by the entirety and as sole heir Dated: 1/9/2026 TO Rec'd: 1/21/2026 Camp Mineola Group, LLC Liber 13323 cp 193 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 7u'day o arqh, 2026 Notary Publl Joann Spanburgh-Waski, President ISABELLE JENNINGS NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 North of Subject Premises: 1000-122.00-09.00-007.008 Hedwig Meyer Dated: 1/15/1955 TO Rec'd: 1/24/1955 George L. Stimson Liber 3828 cp 263 William J. Hatrick, Referee Dated: 9/13/1957 TO Rec'd: 9/13/1957 Peter F. Kreh, Jr. Liber 4360 cp 342 Peter J. Kreh, Jr. Dated: 11/23/1976 TO Rec'd: 11/24/1976 Rosa Kreh Liber 8147 cp 45 Peter F. Kreh, Jr. (Rosa Kreh — Surr file #1521 P79) Dated: 2/18/1984 TO Rec'd: 3/13/1984 Kathryn W. Boyle Liber 9526 cp 543 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 2 111 dav of arc 2026 aww�VVL byµ qr��v1•4 �� c�� Notary Publie f Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 West of Subject Premises: 1000-122.00-09.00-007.013 Hedwig Meyer Dated: 1/15/1955 TO Rec'd: 1/24/1955 George L. Stimson Liber 3828 cp 263 William J. Hatrick, Referee Dated: 9/13/1957 TO Rec'd: 9/13/1957 Peter F. Kreh, Jr. Liber 4360 cp 342 Peter J. Kreh, Jr. Dated: 2/23/1984 TO Rec'd: 3/1/1984 Vincenza Annunziata Liber 9521 cp 153 Vincenza Annunziata Dated: 3/9/1988 TO Rec'd: 3/30/1988 Anthony Annunziata Liber 10572 cp 589 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 27th da of arctL 2026 by;— Notary Public Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIJE0000249 Qualified in Suffolk County Commission Expires rFebruary 02,2027 Title No. PAC-4709 Southeast of Subject Premises: 1000-123.00-05.00-036.011 Mabel Hollister Houghton Dated: 11/17/1925 TO Rec'd: 1/11/1926 Leone D. Howell Liber 1164 cp 180 Mary A. Milligan, as Trustee of Trust FBO Lena F. Howell under the Dated: 1/31/1975 Last will and testament of Leone D. Howell Rec'd: 2/21/1975 TO Liber 7800 cp 532 Dorothy H. Dettner and Mildred H. Gregory, as tenants in common Mildred H. Gregory and Dorothy H. Dettner Dated: 11/17/1975 TO Rec'd: 11/26/1975 Folly Beach Limited Liber 7950 cp 512 Folly Beach Limited Dated: 11/30/1976 TO Rec'd: 12/2/1976 Peconic Sands, Inc. Liber 8151 cp 247 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 2 th d y f Mar h, 2026 ,l � (�� to a by. Notary Pub c Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 Southeast of Subject Premises: 1000-123.00-05.00-036.011 Continued... Peconic Sands, Inc. Dated: 12/28/1978 TO Rec'd: 1/2/1979 Folly Beach Limited Liber 8561 cp 276 Folly Beach Limited Dated: 2/24/1999 TO Rec'd: 3/30/1999 Robert J. Bergamini, Margaret M. Bergamini, Charles Cain, and Liber 11954 cp 201 Mary Cain LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. rt 27t' day of March 2026 by: Notary Public Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No.01JE0000249 Qualified in Suffolk County Commission Expires February 02, 2027 Title No. PAC-4709 East of Subject Premises: 1000-123.00-05.00-007.000 George B. Reeve and Letitia Reeve, his wife Dated: 11/23/1906 TO Rec'd: 9/5/1907 Florence B. Reeve Liber 629 cp 168 Carrie H. Tuthill Dated: 10/9/1935 TO Rec'd: 8/1/1938 DeForest Horton Liber 1996 cp 545 DeForest Horton Dated: 10/28/1944 TO Rec'd: 1/22/1945 Andrew Hoffman Liber 2419 cp 207 Andrew Hoffmann Dated: 12/6/1955 TO Rec'd: 12/12/1955 George Raymond McKee Liber 4037 cp 413 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 2 ' d y o ar , 2026 -VC k)a �7 by: Notary PubI c Joann Spanburgh-Waski, -- President ISABELLE JENNINGS NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIJE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 East of Subject Premises: 1000-123.00-05.00-007.000 Continued... George Raymond McKee Dated: 10/15/1956 TO Rec'd: 10/29/1956 Raymond G. McKee Liber 4205 cp 34 Raymond G. McKee Dated: 7/27/1963 TO Rec'd: 8/5/1963 Frank M. Johnson and Dorothy P. Johnson, his wife Liber 5391 cp 55 Frank M. Johnson and Dorothy P. Johnson, his wife Dated: 6/25/1966 TO Rec'd: 7/15/1966 Robert A. Leyden and Marion F. Leyden, his wife Liber 5994 cp 131 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 27t" day of 1 ar,cN 2026 awvt4��' by: Notary Pub c Joann Span burg h-Waski, tllz ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No.01JE0000249 Qualified in Suffolk County Commission Expires February 02,2027 Title No. PAC-4709 East of Subject Premises: 1000-123.00-05.00-007.000 Continued... Frank M. Johnson and Dorothy P. Johnson, his wife Dated: 9/29/1967 TO Rec'd: 10/10/1967 Robert A. Leyden and Marion F. Leyden, his wife Liber 6236 cp 29 *Corrects prior deed in Liber 5994 page 131 Robert A. Leyden and Marion F. Leyden Dated: 4/7/1971 TO Rec'd: 6/10/1971 Robert A. Leyden Liber 6957 cp 98 Robert A. Leyden Dated: 6/25/1971 TO Rec'd: 6/10/1971 Marion Julia Franssen Leyden Liber 6957 cp 96 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. LI' y o IVlar , 2026 � 6 by: Notary Public I'll,A Joann Spanburgh-Waski, ISABELLE JENNINGS President NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIJE0000249 Qualified in Suffolk County Commission Expires February 02„2027 �i Standard N.Y.B.T.U.Form 8009'9-61-1OM--Bargain and Sale Deed with camaM againg Grantuea Acb--Individual or Corporation G N L � SIGNING THISINSTRUMENT•THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY I CONSULT YOUR LAWYER BEFORE SIGNIN a _...._m,_..�.., ...... AGE THIS INDENTURE,made the t" day of I t 1'r � ,ninety hundred and seventy one BETWEEN ROBERT A. LEYDEN and MARION F. LEYDEN, residing at 266 83rd Street, Brooklyn, New York, and 3815 Glenwood Road, Brooklyn, New York, NVII respectively, a ny �5 Yt/ wy`yy party of the first part,and ROBERT A. LEYDEN. residing at 266 83rd Street, Brooklyn, New York, l �>y !! party of the second part, H WITNESSETH,that the party of the first part,in consideration of p dollars, lawful money of the United States, paid a s C by the party of the second part,does hereby great and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the Village of Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point distant 1053 feet from the corner formed by the intersection of the southerly side of Kraus Road with the westerly side of Reeve Avenue (Camp Mineola Road) running thence along the westerly side of Reeve Avenue (Camp Min- eola Road) South 14 Degrees 35 Minutes 00 Seconds East 126. 15 feet to a concrete monument and land no3dor formerly of HOWELL- RUNNING THENCE along the land now or formerly of HOWELL North 89 Degrees 50 Minutes 00 Seconds West 220.28 feet to an iron pipe and the land of BASHEVA WEINTRAUB- RUNNING THENCE along the land of BASHEVA WEINTRAUB North 14 Degrees 03 Minutes 10 Seconds West 128.66 feet to an iron pipe and the land of J. J. KREH; and RUNNING THENCE along the land of J. J. KREH South 89 Degrees 07 Minutes 20 Seconds East 219. 81 feet to the westerly side of Reeve Avenue (Camp Mineola Road) the point or place of BEGINNING. pa TOGETHER WITH the right of way over a certain 25 foot private road (Reeve Avenue in common with others, leading from the southerly line of New Suffolk Avenue south- 4 u'p erly to Peconic Bay, and any and all vested beach rights of the party of the first parr Y BEING AND INTENDING to be the same premises conveyed to FRANK M. JOHNSON and DOROTHY P. JOHNSON, his wife, by deed dated July 27, 1963 and recorded in the Office of the Clerk of the County of Suffolk on August 5, 1963 in Liber 5391 Page 55. SUBJECT to any state of facts an accurate survey may show. SUBJECT to covenants, restrictions, reservations and easements, if any, of record ��r`arAT OF a s: drtM o� gp �yI 1 57 aB N� TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and Y roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to r said premises, r TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or ;g successors and assigns of the party of the second part forever. 5A M1' pg b pq 04 AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever, except as aforesaid. ab AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. 1N WITNESS WHEREOF,the party of the first part has duly aecufr tM �y first above r � written A r°ay Wti IN PRPSEFCS OF• ROBE;&'l T A. LEYDMIN �b MA-RION 1+'« LLYDEN �4 9G by �t M. STATE Of NEW 57 r O,cE,COUNTY OF 00 Kaj'c f SSt STATE OF NEW YORK,COUNTY OF SS: YRK On th c day of 19 7 1 before me On the day of 19 71 before me personally came personally came ROBERT A. LEYDEN MARION F. LEYDEN to me known to be the individual described in and who to me known to be the individual described in and who ea uted the foregoing insixurnent, and acknowledged that executed the for oing instrument, and acknowledged that he execute the same. 71 she extruted it same. A C i4=h 2�4 472 STATE OF NEW YORK,COUNTY OF SS: STATE OF NEW YORK.COUNTY OF SS. On the day of 19 before me On the day of 19 before me personally came personally came to me known,who,being by me duly sworn,did depose and the subscribing witness to the foregoing instrument, with say that he resides at Nm whom I am personally aquainted, who, being by me duly sworn,did depose and say that he resides at No. that he is the of that he knows the corporation described in and which executed the foregoing instrument;that he to be the individual knows the seal of said corporation; that the seal of described in and who executed the foregoing instrument; to said instrument is such corporate seal; that it was so that he, said subscritang witness, was present and saw affixed 1) order of the board of, directors of said corpora- execute the same, and that be,said witness, tion, anythat he signed b name thereto by like order. at the same time subscribed h name as witness thereto. C) cc z z P& 4 0 ti 0 0 0 r.; Pq it E-4 E-4 f0t 6 .0.9 ce Z a H Cd z 0 P4 0 14 0 It: U z rd 0 er .4 Q 0 .0 0 0 01 O z LL > % CD -j ima d 0 C=2 OC R IL UJ 1m-a;�t+t�'a tmvddur�" Form e002 Bargain and Sale Deed-with Corevevl against Grantor's Aole-Ivdlvtdval or Corporaeon(Single Sheet) f CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT THIS INSTRUMENT SHOULD BR USED BY LAWYERS ONLY. r� �'f a This Indenture,made the f S day of September nineteen hundred and seventy—six, Between EDA KUPERSMITH, residing at 1327 46th Street, Brooklyn, new York, ;> party of the first part,and ROBERT A. LEYJEIq and MARION J. s. LEYDEN. his ;rife, both residing at 191 Strawberry Hill Avenue, Stamford, Connecticut, party of the second part, Witnesseth,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second pert,the heirs or successors and assigns of the party of the second part forever, Allb9i g* m is l Matti tt,piece oruck,ofarcel land, the Toe des Southold, Count off situate,lying S L �' � L L y Suffolk., Stateof New York, more particularly bounded and described as follows: BEGINNING- at a concrete monument, situated on the vest side of a right—of b\� way known as Camp Mineola Road, also knovin as Reeve Avenue d±he Southeast corner of premises of Robert . Leyden; running thence ALONG the Southerly line o_E the land of Leyden, North 39 degrees 50 minut Ilk 00 seconds West, 220.23 feet to a. pipe monument, being the point or Mace o-L Beginning of the parcel to be described; thence ALONG the land now or formerly of C.E. Allen, North 808 degrees 19 minute 40 seconds C*Jest; 124.02 feet to the land now or formerly of Peter F. Kreh Jr.; thence ALONG said land. Aiorih 14 dear_ees 35 minutes 00 seconds Zest, 126.35 feet to a granite monLunent; thence STILL ALONG the land of Kreh, South 89 degrees 30 minutes 10 seconds East 124.52 feet to a pipe monument,-at the Northviest land of Leyden; thence ALONG the said last mentioned lands South 14 degrees 03 minutes 10 second East; 128.66 feet to the pipe monument, the point or place of BEGIN14INv. PREMISES HEREIN are the same premises conveyed -to Basheva ,'eintraub by th Suffolk County Treasurer by deed dated June 3, 1959 and recorded May 16, 1902 and also contained in deed to present owner by deed. recorded±a Liber 6303 cp 275. SUBJECT TO any state of facts an accurate survey may shouT, zoning, ease— ments, if any. Together with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;Together with the appurtenances and all the estate and rights of the party of the first part in and to said premises;To Have And To Hold the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. And the party of the first part covenants that the party of the first-part has not done or suffered anything whereby the said premises have been encumbered in artywaywhatever,ex: "araforesaid. --' And the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the pay- ment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. In Witness Whereof,the party of the first part has duly executed this deed the day and year first above written. In Presence Of: t�aa a I:kper smi th L i8tfr 8110 Fxi:345 STATE OF NEW YORK,COUNTY OF KIIN-S as: STATE OF NEW YORK,COUNTY OF as: On the !j day of 5eiDten1Der 1976 ,before me On the day of 19 ,before me personally came personally came EDA I�JPERSRIITI-I to me known to be the individual described in and who to me known to be the individual described in and who executed the foregoing instrument,and acknowledged that executed the foregoing instrument,and acknowledged that she executed the same. executed the same. rr , r CIC,f""'i'-s York ft 24.460Sn30 •i = r.Kings DOW.. C"',issior „. ,arch:ice,199 7 STATE OF NEW YORK,COUNTY OF as: STATE OF NEW YORK,COUNTY OF ss: On the day of 19 before me On the day of 19 ,before me personally came personally came to me known,who,being by me duly sworn, did depose the subscribing witness to the foregoing instrument,with and say that he resides at No. whom I am personally acquainted,who,being by me duly that he is the sworn, did depose and say that he resides at No. Of ,the corporation described that he knows in and which executed the foregoing instrument;that he to be the individual knows the seal of said corporation;that the seal affixed to described in and who executed the foregoing instrument; said instrument is such corporate seal; that it was so that he,said subscribing witness,was present and saw affixed by order of the board of directors of said corpora- executed the same;and that he,said witness, lion,and that he signed h name thereto by like order. at the same time subscribed h name as witness thereto. •ibY`wt,a «.. inag to w0h I�"w* b SECTION With Covesedat Against Granter's Acts BLOCK Title No. Amerycan 07--31660--A LOT COUNTY OR TOWN EDA raJPERSP1ITH Recorded at Request of tPLIFE TITLE INSURANCE Company of New York - RETURN BY MAIL TO ZC}DuRm A. LEYI)EN 4 1,LkR!01d J. LEYDE.Fd }12^ (' ef F- /,oo s��'" Standard Form of New York ^��;.rqm ,,. 'I'll 711711 `� ��,"f. CO Board of Title Underwriters Distributed by i21�lE "EA. jj '; 13('` LPLIFE TITLE INSURANCE No- Company of New York ...., _........�,........._....,.... ......"....W...wawa..._...........�ww __w_._.,..._.. ....�....._..............�.� i ca -x z a s o , . s ^ Fr.�. 0 6 r OL THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. Jll, \ ' •. : ,-- t ARCH ITECT 12 \�A 8 \��'F3�"' "� REVISIONS D E S C R I P T 1 0 N \ 3/27/26 PER BUILDING DEPT. ASPHALT ROOF SHINGLES \ PER SELECTION OF C12 J OWNER \\ J \ \ \ CEDAR PERFECTION SHINGLE \ —_8'-0" PLATE HEIGHT SIDING \\ 7'-0" T.O. WINDOWS \ ASPHALT ROOF SHINGLES \ l- - PER SELECTION OF _ } OWNER \ OPEN \ �_1 - - - cxw,s cxw,s solo °D I I I I r r EGRESS EGRESS SLIDER - 12 J z \ _ o T.O. SECOND FLOOR T w \ " PLATE HEIGHT '-. �I M 0 \ T' CEDAR PERFECTION SHINGLE U \ _ 'IJ� CEDAR PE SIDING ON SHINGLE SIDING \\ 7 8'- " T.O. WINDOWS r-�r�r \ C14 CXW16 CXW16 of EGRESS EGRESS I o p CUSTOM 00 _�1 I TEMP 1 ' 2080 3680 2080 _ T. . FIRST FLOOR I o r.,_ Q FIRST FLOOR I - 0 LlJ O � U I Lf EXISITNG E FRONT ELEVATION EXISTING GRADE EL W ® J GRADE EL 4-0 __ _ _ 4'-0" O LLJ I . I N SCALE: 1/4"= 1'-0" Q I z cf) z I W - O r y O o QUO 00 - - - - - — — I ' 11, ; �, a ASPHALT ROOF SHINGLES T _ U ASPHALT ROOF SHINGLES PER SELECTION OF -��-- - - 1 PER SELECTION OF - OWNER - -- - . ., � �_ 12 I' � 1 T -� . - �.-1 r ,1�J OWNER V 1 I 'I I i 1. rr 1 II ! IT 4 CEDAR PERFECTION SHI GLE J � , 1�� SIDING EGRESS ,i-iT! i1 �1J I_ r 1 i i T,!� 36" HIGH HAND RAIL CEDAR PERFECTION SHINGLE CEDAR PERFECTION SHINGLE PER NYS CODE SIDING SIDING jI i J� T r CUSTOM CX145 rr 36" HIGH HAND RAIL EGRESS EGRESS Ii IJj (CEDARi PERFECTION J TEMP PER NYS CODE h]�>, SIDING T�_JI ,i.,1,� _jTJ - -, �1r�� i,- _I,I r-J._i'- -Jl_1r l 1 CHIMNEY CEDAR PERFECTION SHINGLE SIDING Charles M . Thomas i ,.1 ! l.. __1 I_. J.I_ J 10'-0" PLATE HEIGHT CEDAR PERFECTION - r ] I SHINGLE SIDING � > r 1 r a r c h i t e c t f J I.1 I j I TEMP J ili TiJi i' '� T PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 7 I�� CUSTOM i CUSTOM CUSTOM PROJECT TEMP TEMP TEMP 3 J rIi Y_J '_ J rr T �PIT �II rT CXW155 CXW155 ? -- ;_J CUSTOM CUSTOM _JI i 7 T _Trj I -J 36" HIGH HAND TEMP TEMP 1 T]_T 1 _ RAIL PER NYS T- T T T.O. FIRST FLOOR J F J FLOOR PLANS EL. O r J FIRST FLOOR FT Fr T � E SIDE ELEVATION E SIDE ELEVATION -- - DATE. 2/13/26 3 2 SCALE: 1/4"= 1'-0" DESIGN CRITERIA SCALE: 1/4"= 1 t-O it PROJECTNo. DRAWING BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF L�J 00� 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED i OF 5 20 130 B SEVERE W. MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE ! 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. o .qua 4YA _ " Y "A. Y;h, thf, ARCHITECT REVISIONS D E S C R I P T ION 12 3/27/26 PER BUILDING DEPT. BATH 3/4 PLYWOOD 8 RIP 2" 4" ACQ (3 " TO 0") ASPHALT ROOF SHINGLES " PLYW DD PER SELECTION OF 12 OWNER 8 SINGLE PLY RUBBER ROOFING !-j_ SINGLE PLY RUBBER ROOFING OVER 45# OOF FELT - _- UP 24" ON REAR WALL RIP 2"X4" CQ (1 4" TO 0") J"X4" DECKI G (PER OWNER) I CEDAR PERFECTION SHINGLE SIDING ii - - - - 1 11 7/8"" TJI L 9 TJI JOISTS 8070 JOISTS 560 SERIES 560 SERIES 36" HIGH HAND RAIL----_ CX115 CX145 CX140 SLIDER 16" OC. © 16" OC. PER NYS CODE TEMIP TEMP TEMP AS11 P-7y-��Tiy PER L SELOEOCTION I OFLES 11 OWNER 7" X 11 7/8" 9'-6" - PARALLAM FLUSH TT - - CUSTOM CUSTOM CUSTOM TEMP TEMP TEMP J . . 0 0 T.O. FIRST FLOOR 8070 SLIDIII DOOR 8070 SLIDI DOOR 3070 \ I n w -- EL. 9.5--- FIRST FLOOR lJ z Q � � W GRADE EL 6 0 LLJ 0 0 E REAR ELEVATION Cn z RAFTER TO WALL z (14) 10d x 1 1/ " FA S R i o �� „ „ 0 ry n < U 0 MSTA I I W I I 11 ML RIDGE Cn U ' I I D581 0 a_ 00 <• m 12 G 2 X8 COLLAR TIES 2 TYPICAL ROOF CONSTRUCTION 0 00 �- MTa12 Simpson Strong-Tie Tie 9- 8 � O• ® 16" O.C. :I"70. ROOFING PER SELECTION OF OWNER � �-- �6 R OVER 151 ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. ry 0 ADJUSTABLE HANGER �,�5® °°.� fX10" ROOF RAFTERS A 16" O.C. Imo} U �PF qr R-38 INSULATION (CLOSED CELL) U)SCALE: N.T.S. �ppF A-mC RS® TYPICAL CEILING CONSTRUCTION D10Iti+1p 0 2" X 10' CEILING JOISTS 0 16" O.C. 8'-0" PLATE HEIGHT 2"X1O" CEILING JOISTS ® 16" O.C. _ 7'-0" T.O. WINDOWS- 9¢" SHEET ROCK - - - ON CEILING TYPICAL WALL CONSTRUCTION SHEET ROCK RAFTER TO WALL ON WALLS CEDAR SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2'X6' WD. STUDS 0 16' O.C. SCALE: N.T.S. o BEDROOM 2 BEDROOM 3 R-21 INSULATION m TYPICAL FLOOR CONSTRUCTION CS16 STUD TO BAND JOIST 11 7/8' TJ FLOOR JOISTS 0 16"O.C. (20) 10d x 1 1/2" FASTENER i W/3/4" PLYWOOD SUBFLOOR W/MIN. R-30 INSULATION T.O. SECOND FLOOR A 11 IL Ridge Beam _10'-0" PLATE HEIGHT MTS16 D35 %" SHEET ROCK Charles M . Thomas 8'-0" T.O. WINDOWS ON CEILING J" SHEET ROCK ON WALLS TYPICAL WALL CONSTRUCTION a r c h i t e c t 0 CEDAR SIDING TYVEK HOUSE WRAP 1/2' CD X PLYWOOD PO BOX 877 JAti1ESPORT, NY 11947 (631) 727-7993 RIDGE SHEATHING ON 2'X6" WD. STUDS 016" O.C. 0 0 BEDROOM 1 o FOYER BATH R-21 INSULATION RAFTER of PROJECT LTP4 LTP4 TYPICAL FLOOR CONSTRUCTION Simpson Strong Tie Uplift connectors shall 11 7/8" TJI FLOOR JOISTS 0 16-O.C. WITH CEILING COLLAR TIES ® 32" O.C. bypass each other to W/3/4' PLYWOOD SUBFLOOR W/MIN. R-30 INSULATION CS-20x18" MIN. WITH (7) 10d COMMON NAILS LTP4, spacing as required for prevent Cross—grain - T.O. FIRST FLOOR PER RAFTER INSTALLED OVER PLYWOOD shear. SSP spacing for uplift. tension of band joist. FIRST FLOOR RIDGE STRAP 2"x6" ACQ SILL PLATE SILL TO RIM JOIST TERMITE SHIELD, SILL SEALER, SCALE: N.T.S. " � 5/8" DIA. ANCHOR BOLTS FLOOR PLANS (12) 8d x 1 1/2 FASTENER 4" POURED CONCRETE SLAB 026"-0" O.C. GRADE EL 5'-6" 4 MILL VAPOR BARRIER COMPACTED FILL EXISTING GRADE EL o c 4-0' M E 8" P.C. FOUNDATION WALL 6' (+-)HIGH DATE: 2/13/26 WITH (2) #5 BARS TOP AND BOTTOM ON PROJECT No. 12"X24" POURED CONCRETE FOOTING DRAWING BY. MC W/(2) #5 BARS CONTINUOUS CHK BY. DWG No. W4��0 S SECTION 2 of 5 SCALE: 1/4"= 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. t) > i.' ARCH 1TECT STEPS ABOVE I-- - - - - - - - - - - 2o`i-o' REVISIONS D E S C R I P T ION - - - - - - - - - - - - - - - - - - - - - - 3/27/26 PER BUILDING DEPT. I r- - - - - - - - - - - - - - - - - - - 1 18'-8" I 20'-6" 14'-0" �j 1 I 19'-6' I UNEXCAVATED I I a I 1 "- - - - - - - - - - - - - - - I 4 POURED CONCRETE SLAB 00 I I OVER 6 MIL. POLYETHLENE 0 BASED ON NYS CODE R306 I _ _ _ _ _ _ _ — — — — VAPOR BARRIER ON WELL 1 FOR BUILDINGS LOCATtED IN FLOOD HAZARD AREAS: COMPACTED POROUS FILL i —THE FINISHED GROUND LEVEL OF I a THE UNDER FLOOR SPACE SHALL BE I I 00 1 o EQUAL TO OR HIGHER; THAN THE 12'—8" 1 ul) OUTSIDE FINISHED GRCOUND LEVEL ON AT LEAST ONE SIDE. — — — — — — — — — — — — — — ---I USE MODEL # 1540-520 ( 3 11 7 8 ML RDER� 20D SFT OF COVERAGE PER VENT I " REQUIR DPACE# OF VENTSSSF 7 I 7 VENTS PROVIDED L I :2I 6'-4 6'-4" ALL GIRDERS SHALL BE SHIMMED 1 1 AS REQUIRED IN BEAM POCKETS WITH STEEL SHIMS (TYP) 0 1 1 o I I ® I I II IDOUBL 1 UNDEREK T HEN UR ISLANDR JOIS TS w 1 — W CRAWL SPACE (nZ - - - - - - - - - - - - - - - - - -- - - - - - O O 4" POURED CONCRETE SLAB co - "' a OVER 6 MIL. POLYETHLENE _ I- — — — — — — — — — — — -1 — — — — �' VAPOR BARRIER ON WELL I al °° 1 0 0 1 I 00_ o z COMPACTED POROUS FILL I to o� ALL GIRDERS SHALL BE -' o » POURED CONCRETE FOUNDATION I I �� SHIMMED Of I I WALL W/ (2) #5 BARS TOP AND AS REQUIRED IN BEAM POCKETS o BOTTOM ON 8 X16 POURED WITH STEEL SHIMS (TYP) 1 I y CONCRETE FOOTING WITH (2) #5 r BARS CONTINUOUS I I ~ 3 1/2" STANDARD STEEL I (� I I I no i PIPE COLUMN Q O ON A 30"X30"X15" DEEP LT I POURED CONCRETE FOOTING. I o O (TYP) I I ;, ry (Wl 6' 4" 6'-5" 6'-5" N 5'-4" 8'-4" 6'-0' I U " z Q _ .I.. �.�. _ 3 11 8 J_a- _ _ LLI J N UNEXCAVATED I I I I I I I I r- T ��- - - Q O W 4" POURED CONCRETE SLAB 1 1 N I I �* �I IIII I I I I I r — LL� oI I OVER 6 MIL. POLYETHLENEOD I I N M( LR I 1 1 I IIII 1 1 1 1 I 6'-0` V 1 z cq VAPOR BARRIER ON WELL� W �_ O COMPACTED POROUS FILL " I I L J L — J L — J I I I IIII I I I I 11 11 2'-6" _mil L L I i_ �t I I � Q 1 I I I LINE OF III 3 301 I � O WEn In U o r III 4R Ro I I I I II!__ — _ —_ —_ — I � Q :E m Z I 1 L J t2 �III (3) 11 7/8" LVL FLUS 8' I O 1 0 13'-2" 8" 6'-4" w III I I � 1 I 00 o z 8" P.C. FOUNDATION WALL 6' (+-)HIG -J III I I O �— 6'-8» a #5 BARS TOP AND BOTTOM 2 X242)POURED CONCRETE FOOTING N III I Iry 0Q DROP FOUNDATION WALL TO I — — — — — o z W/(2) #5 BARS CONTINUOUS MEET SLAB CONTINUOUS -) 1 v 1 0 L - - -FQDIlL� - - - - - - -� � - - -� I o � III X <X�:x�':,Xx>x' I I 0 Of III - - - - - - - - - - - - - - I - - - - - — - - - - - —I I � a 00 4*VENT 9'-3 I I — — - - THRU ROOF ROT fO I n L� JL� ROOF " I 1 1 I UNEXCAVATED I 1 4" POURED CONCRETE SLAB 1 OVER 6 MIL. POLYETHLENE ( o — — — — — — — — VAPOR BARRIER ON WELL kn 1 COMPACTED'PORO US FILL d-2V 6-2 V 13-2" — — — — — — — — — — — - - - - - - - - - - - — 1-1/2v I I W.C. I I LAV I LAV I W.C. I LAV _ HOUSE TUB a i I I e I SHOWER — — — — — — — — — — — - - — — — — — STEPS ABOVE 2' I SECOND FLOOR — — — — — 1-1/2' — — — — — — — — — — — — — — — 3' i) 14'-6" 6'-0" 13'-6" 14'-0" 6'-0' I-_z.-- -�Y, 4$'-0" Charles M . Thomas -2'� I a r c h i t e c t I W.C. i LAV D/wasHER iSINK PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 p I I CLEAN OUT - SHOWER P FOUNDATION PLAN FIRST FLOOR PROJECT SCALE: 1/4"= 1'-0" CONNECT TO APPROVED F.A.I. & SANITARY SYSTEM PLUMBING RISER DIAGRAM FLOOR PLANS SCALE: N.T.S DATE: 2/13/26 PROJECT No. DRAWING BY. MC CHK BY. DWG No. �A - 003 00 3OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. •G` �.., C s ARCHITECT REVISIONS D E S C R I P T ION 3/27/26 PER BUILDING DEPT. 10'-0" 20'-6" 14'-0" 1 -6 9'-10" 10'-8" 7'-0" 7'-0" 5'-0" 8'- 6'-0" POOL 14 X24 n (3) 2"X 12" A HE ER (3) 2" 12" HEADER 33'-6" 20'-0" 24'-0" 9'-6" li`i V 5'-3" 0CUSTOM C MP CUSTOM ® OOVERED3/4" PLYWOODRIP 2"X4" ACO (1 }" TO 0") 36" HIGH HAND R IL PER NYS CODE TEMP T MP TEMP PLYWOOD ROOF B LOW SINGLE PLY RUBBER ROOFING 6" HIGH HAND RAI (3) 11 7/8" LVL HDR ` ER NYS CODE OVER 45# ROOF FELT � O 9'-6"RIP 2"X4" ACO (3 J" TO 0") N j"X4" DECKING (PER OWNER) I o I i7 0 a ~ O o a O X ECK ABOVE 3"X3" ALUM POSTS BY 'FEENY RAIL' I I o 0 0 (V �- C4 LAG BOLT PER SPEC AND POST COVERS AS I I U) Z)F t0 W SELECTED PER OWNER ININ 8070 SLIDING DOOR I TE P5 CEMP5 �L _ JROOM L — Jr ® 8070 SLIDING DOOR 8070 SLI ING DOOR r x� OPEC GUARD RAIL - L 7" X 11 7/8" PARALLAM 'FLU _ _ _E. (3) 11 7/8" LVL HEADER I (3) 11 7/8" LVL HE DER I 6" X 6" ST r rn 36 1 PER CODE 04 N ::I ih °a 33'-6" 4w 13'-2" 9'-6" 9'-6" 3/4" PL OOD EO VO 'I Q RIP 2"X " ACO (1 �" TO 0") OF 10 0 19'-6 I o BATHROOM j" PLYWOOD c 0. SINGLE FLY RUBBER ROOFING M I V F OVER 4 # ROOF FELT 00 RIP 2"X " ACO (3 4" TO 0") j II Q ((� rX4" D CKING (PER OWNER) w `v I 3"X3" A UM POSTS BY 'FEENY RAIL' w LAG BO T PER SPEC AND POST COVERS AS � 0 o ELEC PER OWNER c Ivii WANE O Q 4) < I I REF. I p a u J / KING PRIMA R 3'-2" -i �n rD L M a�I — — — — — — — — — — — - - r- BED "Y \, = I cO V L — J U 0 U — — — — — — — — — — - - IN BEDROOM - - - - - I o � p �' � � I = o Q = � a Q co S a I o� On L- N N N 10 " 6 I a �j I I z is SMOKE M / O DETECTOR O O 3070 I =p L pO _ I Op - O / NY a M 0 0 I 0 xII ® W J N SMOKE e 1 u0 F = Q IO DETECTOR O �� N = I I O W N CLOSET 1 1 w 13'--6" " F- I (n z z - V F 4' 0" 6-6 I W O — - - - - — o I L ., LINE 0 ROOF BELOW N w - —6�"— I OIL O 0 0 I KITCHEN = OF Q 0- U O 0 o Z= 26) �00 W: x I a 3'-0" 0 V)i RAIL a N 1HfR. RATED D Go I 4" x a" POST I � w 7" X 11 7/8" PARALLAM FLUSH TEMP OPEN GUARD 36- ODE 5/8" TYPIE X SHEETROCK I U) It cD Uo = PE GAR R IL WALLS & CEILING c W ^ — — — REF. — — 3 11 7 . . . P O U I o LINEN O 6" HI ER CO E = U ca I T -?ETECTOt II TEMP n _ 1 CUSTOM ,j 8' CLOSET N 4'-3" c0 p O~—DETECTOR — BEARING W LL ARD Dl} 3'—D" O I__1. W �- - - - - - - - - 1:3� I -�- - - - - - - - - - - -N1`0 _ -- CT �d � 0 ( � � ,6�° N c ® AIR `° BENCH & HOOKS CLOSET/PANTRY �/ O BATHROOM �o� 8�- " °d -- 4" POURED (CONCRETE SLAB I I I II on U LO O --DETECTOR LCARBON n 0 H U 3070 O Q O O O W r n Z)W OVER 6 MIL.. POLYETHLENE _ ©--MONOXIDE o VAPOR BAR2RIER ON WELL SMOKE I �o rtOi I I µ V 1 it Z 0� DETECTOR � X COMPACTED) POROUS FILL JB SELF o O--DETECTOR "' MUDROOM �, _ OO�ET DN j� - - - - - - - I , I OLINEN 17R CLOSIN SMOKE Q04O--DETECTORM 1� I II aNCLOSETL LL p 30" BARN DOOR I H 0I II 0 . � � II II 6.-0" I Iro `� N o ® I I I I = 11 13 -6" o BEDROOM 2 BEDROOM 3 N N 11 CLOSET I W 1 I ' I I vlll I 1 —t3 DETECTOR OS --SM CDR II II I BEDROOM 0 o f I I III I I I I o - 1 I I I I M 0----DETECT I ti�6 I KE �0 I I I BA III "F l — — — — — l L-� I' I (3) 11 7/8` LVL HDR C 4 s '' OBEDN I I I II c _I_EEN OiiEErJ — — — — — _ ;I ! =En I BED ,0'-2" o 18'-4�I s�o 10080 0. . DOOR � 1 I 1 368 -- - - -_ _ - -_ LLINE OF WALLS BELOW co _ N I N II II2 8� I I h080dh II �j Ii I o .tw II ' =I Ld L - ,r-4" I2. I " „'-6" �W ��o II II II IIII II II II = I N = �, I 1 N It OF _ _I Charles M . Thomas (3) 11 7/8" LVL HDRco I -- -- -- -- - °D 6070 SLIDING DOOR = - - II I I ) 77 (2) XW16 °° BALCONY (2> w,6 II '� I I I I I I I a r c h i t e c t EGRESS I N EGRESS ' ( ) g 1/2• LVL F USH PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 14'- LINE OF FLAT ROOF ABOVE 13' 4" 9 1/2 ` LVL DECK J01 TS A 16" OC SISTER TO TJI FOR CAN LEVER PROJECT BALCONY ABOVE 6'-8" 14'-1" 6'-9" 27'-6" 7'-3" 7'-3" 3'-0" 3'-O" 6'-9" 6'-9" 4'-2" 5-84" 3'-1 j" ,-0 14'-6` 6- 0' 13'-6" 14'-0" 48'-0" 6'-0" FLOOR PLANS P SECOND FLOOR PLAN GROSS FLOOR AREA: rp FIRST FLOOR PLAN FIRST FLOOR: 1,737 SF 3 SCALE: 1/�4"= 1'-0" SECOND FLOOR: 1021 SF 2 SCALE:1/4"= 1'-0" 2,757 SF PROPOSED 2,759 SF ALLOWED DATE. 2/13/26 PROJECT No. DRAWING BY. MC AT CHK BY. DWG No. 40F5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. r��•f.A, '� 4�a�• ARCHITECT REVISIONS D E S C R I P T ION 3/27/26 PER BUILDING DEPT. 33'-6" 24'-0" 9'-6" 7'-1" 11'-8 5'-3" 3/4" PLYWOOD RIP 2"X4" ACQ (1 TO 0") 36" HIGH HAND R IL PER NYS CODE " PLYWOOD ROOF BELOW SINGLE PLY RUBBER ROOFING OVER 45# ROOF FELT RIP 2"X4" ACQ (3 J" TO 0") J"X4" DECKING (PER OWNER) p 3"X3" ALUM POSTS BY 'FEENY RAIL' 1 BALCONY LAG BOLT PER SPEC AND POST COVERS AS SELECTED PER OWNER r GU RD R L 1 8070 SLIDING DOOR N 3s I P CODE U —6" 3/4" PL OOD 2"X10" ROOF RAFTERS 0 16" °moo "X10" ROOF RAFTERS 0 16 O.C. RIP 2"x " ACQ (1 �" TO 0-) ® " PLYW OD N SINGLE LY RUBBER ROOFING OVER 4 # ROOF FELT / FX4" D CKING (PER OWNER) 3"X3" A UM POSTS BY 'FEENY RAIL' LAG BOLT PER SPEC AND POST COVERS AS 0 o ELECTS PER OWNER • 0 — — — — — — — TIN PRIMARY —2" •X EL lk SMOKE I I DETECTOR I t0 pi A CON C3 U o o `� o o ® WI CLOSET 0 0 ao . . o OW 0 8 9 aw U I � a I z t o X a`° z Q X N OM I ' I 1 4 N OPEN GUARD RAIL PEN UARD RAIL W N (� LINE OF R OF BE OW = DE Q O W ` v ' I I rn Wz o I I CLOSET iv 4'-3" V / Z 1 w inC14 I o o O I O " _ • O �— E7ECTOR JARQQN p �- U O ® ONOXIDE W ETECTOR W ® DN ln1 l CLOSET I V I U o O • o ti o n X O II00 I N I o 00 II X BEDROOM 2 BEDROOM 3 N u • � O Q N / SMOKE SMOKE I - �n — — nFTFrTrR 17� 0- 0 rf ) V / 1 -1 2 10" OOF AFTER; 2" 10" OF R FTER r — — — f I t It 1 16"fiC._r _ 1:6- O.C.C.— — — - - N BED �6, BED O O 2"X10" ROOF RAFTERS 0 16" O.C. 1 2"X10" ROOF RAFTERS 0 16" O.C. r 12'-4" rn I iV s 6'-9" 14'-0" 6'-9" 27'-6" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P ROOF FRAMING PLAN PROJECT SCALE: 1/4"= 1'—O" FLOOR PLANS DATE: 2/13/26 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 005 00 5OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301°7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS1�,�'�' ,. RAFTERS AND CEILING PIPING' — R602.7.2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION R602.6 ROOF TRUSS ` TOP PLATES RAFTERS W/ GREATER / ~� ; SLOPES THAN 4 W/NO 4 "TOP PLATES 7SECOND STORY TOP PLATE— ATTACHED TO RAFTERS WW MM TABLE 3.1 FINISHED CEILING TOP PLATE GYPSM BOARD INSTAL�� N �'• ��, ,ram ;... SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS , �. BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX OR STUCCO CEILINGS SEE DRILLING AND DIAMETER 60% CEILINGS W/ FLEXIBLE L/240 BORED HOLE MAX Z SEE DRILLING AND OF STUD DEPTH FINISHES INCLUDING GYPSUM DIAMETER 40% NOTCHING PROVISIONS o BOTTOM PLATE NOTCHING PROVISIONS ALL OTHER STRUCTURAL L/240 OF STUD DEPTH WFCM SECTION 31.3.1.1.1 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL / — / / 5 8" MIN. TO EDGE MEMEBERS EXC HANDRAILS \ d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / 5 8" MIN. TO EDGE WITH WFCM TABLE 3.1 EXT. WALLS W/ PLASTER OR H/360 / C ALL PANEL EDGES) STUCCO FlNISHE a T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WAND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH BRITTLE(b) FINISHES NOTCH NOT EXCEED AND BRIDGING BLOCKED AGAINST a CORNER DE fA.IL PANEL EDGES 40% OF STUD DEPTH EXT. WALLS-WIND LOADS H/120 ((d) H/180 for ext walls w/ int. gypsum finish 25% OF STUD DEPTH TOP PLATE \—BAND SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE ( ) WITH FLEXIBLE(a) FINISHES � WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN NOTES: L= SPAN LENGTH, H = SPAN HEIGHT BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT a. The wind load shall be permitted to be taken as 0.7 times the BE LOCATED IN THE SAME LE IS BETWEEN 40% AND 60% o EARING ALL PANEL EDGES) BE LOCATED IN THE SAME component and cladding (ASD) loads obtained from table CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE R301.2.1(1) DOUBLE AND NCB MORE THAN TWO 1 IN.x4 IN. RIBBON b. For cantilever members, L shall be taken as twice the length of SUCCESSIVE STUDS ARE DOUBLED CUT INTO STUD — the cantilever. AND SO BORED cn LAP JOIST 3 IN. MIN. c. For aluminum structural members or panels used in roofs or Z BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL walls of sunroom additions or supporting edge of 0 BAND JOIST lass or sandwich panels, the total load deflection shall not exceed OR BLOCKING INSTALLED IN ACCORDANCE g p WFCM 2024 SB C HIGH WIND EDITION 16d NAIL AT 24" O.C. WFCM 2024 SB C HIGH WIND EDITION L/60. For sandwich panels used in roofs or walls of sunroom SILL PLATE JOIST ,e , WITH WFCM TABLE 3.1 additions or patio covers, the total load deflection shall not exceed • • FIGURE 3.313 L/120. FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL OR BASEMENT \—SUBFLOOR MONOLITHIC VEDGES ANDEI12'�0 CA ON ALL STUD NOTCHING )AND BOARING LIMITS SOLID SAWN JOIST AND RAFTER NOTCHING • FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT AND BORING LIMITS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS L0 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS E— NON—BEARINJG WALLS: R602.6 (2� LATERAL BRACE AT 6' O.C. W N TYPICAL WALL FLOOR 8�c ROOF FRAMING R602.3(1 v) o � JOISTS WIND—BORNE DEBRIS PROTECT110N FASTENING SCHEDULE 2-10d NAILS N FAR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST z W TABLE R301.2.1.2 F A S T E N E R S P A C I N G inches SEE STUD TO RAFTER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD �'+CAL QFASTENER TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONTORS of O < 6 FEET < 8 FEET 1/2•SPACING A A R QUIRED 0 (� ALLOWS E CH SIDE 1Od NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION FU L ® 12" C 0 J —J HEADER STUDS LENGTH U S 5d COOLER NAILS AT 10" O.C. Q LENGHT ppUgLL N. A A NOTE 2 SOU BLOCK NAILED TO EACH AT ° MI CORNER STUD "x4" NO. 10 WOOD SCREW " 12" 9" '�CONNECTED TO UPLIFT CONNECTION IS REQUIRED 16 HOLDDOWN a a a TRANSFER SHEAR BLOCKING TYPIC L AT EACH END OF HEADER AND z ANCHOR WITH 2 EMBEDMENT (HDU) a CONN CTO S IL AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° a ° NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND Z 0 a FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP bJ 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL o o NAILS AT 6' O.C. FLOOR BRACING AT ENDWALL UJ WITH 2 EMBEDMENT END WALL TYPICAL FRAMING AND UPLIFT EACH ENDOF STRAP 0 LENGHT I FIGURE 3. 7b) CONNECTIONS FOR OPENINGS „ Q� SUBFLOOR (WFCM 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS; AND A 45 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 0 12" MAX. (WFCM FIGURE 3. 7a) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN cn J „ v, AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. �- SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Ld o 0 d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING j,; a TOP PLATE o NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP p VIBRATION RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT ON SHEATHING JOINTRAFTER o a a ° EXC ED 15 FT. AX. EXCEED 40 FT. MA REQUIRED 1 STRAPPED TOTOP NOT EACH END OF 1-1/4 CORNER STUD 5/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP ~ U (HDU)HOLDDOWN ° a 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW � W (HDU) o o CONNECTED TO ROOF RAFTER o o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS U � o ° 0 FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 20 GA. STRAP— D0UB1�( �) FIGURE R403.1 .7.1 PREFERRED METHOD z — 1 " ' WIDE MIN. ATIHARDIWARE TABLE R301 . 5 NOTES . RAFTERcif -J W�(8) 8d NAILS HOLD DOWN ALL FRAMING M MBIERS For SI: 1 inch n 25.4 45 1 pound per square foot = 0.0479 NOT AT PANEL EDGIES kPa, 1 square inch = 645 mm2, 1 pound = 4.45 N. EACH SIDE BRACKETS A T SHEAR WALL C 0 R N E R S, 3 a.Elevated garage floors shall be capable of supporting the WINDOW AND DOOR OPENINGS: GYPSUMI BOARD o uniformly distributed live load or a 2,000-pound concentrated load z applied on an area of 41/2 inches by 41/2 inches, whichever FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM produces the greater stresses. RIDGE BEAM 16d NAIL AT b.Uninhabitable attics without storage are those where the clear +J c" FLOOR TO 24 O.C. height between joists and rafters is not more than 42 inches, or U FLOOR PIHDS where there are not two or more adjacent trusses with web RIDGE TENSION STRAP DETAIL CONNECTION configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the cm ° plane of the trusses. This live load need not be assumed to act SIDE WALL concurrently with any other live load requirements. ^ EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" uniformly l stair treads shall be capable of supporting the O ( uPpormly distributed live load or y 300-pound concentrted load T A B L E R301 . 5 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOWNS NOTES O.C. ALL PANEL applied on an area of 2 inches b 2 inches, whichever produces NAILS EDGES) the greater stresses. WOOD STRUCTURAL PANEL d.A single concentrated load applied in any direction at any point RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER along the top. For a guard not required to serve as a handrail, RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER IINSTALLED IN ACCORDANCE WITH the load need not be applied to the to element of the guard in 'N S i m p s o n Strong— Tie MAILING SCHEDULE (TABLE 3.1, a direction parallel to such element. P g MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (PSI) 8-8d TO STUD CONNECTION e.See Section R507.1 for decks attached to exterior walls. >- 2-8d TO PLATES \WCFM HIGH WIND EDITION) ■ z — C i m n e y r a m s nl g , f.Guard in-fill components (all those except the handrail), .� FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A OUITSIDE CORNER DETAIL balusters and panel fillers shall be designed to withstand a USE UNIFORM Sf) CONCENTRATED (ib) CONNECTION ) ►- 3 ROOF RAFTER / RIDGE DETAIL- horizontally applied normal load of 50 pounds of an area equal to ly / ( — STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD 1 square foot. This load need not be assumed to act concurrently UNINHABITABLE ATTICS W OUT STORAGE b 10 0 4-8d TO PLATE (GYPSUM BOARD 8d NAIL AT with any other live load requirement. a Uninhabitable attics with limited storage are those where the (n cn NOTES: SIMPSON STRONG TIE HDU 6" O.C. ALL c g UNINHABITABLE ATTICS W LIMITED STORAGE V♦ W 3 SCALE: N.T.S. SIZE PER MOST RECENT ATA�LOG ( clear height between joists and rafters is 42 inches or greater, or 20 — ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL where there are two or more adjacent trusses with web (b,g) ^♦ SIDE WALL PANEL W CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) configurations capable of accommodating an assumed rectangle 42 HABITABLE ATTICS & ATTICS W FIXED V TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° inches in height by 24 inches in width, or greater, within the NAIL PENETRATION INTO FRAMING IS ACHIEVED. plane of the trusses. STAIRS 30 WOOD STRUCTURAL The live load need only be applied to those portions of the joists L� ®I 'k INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN or truss bottom chords where all of the following conditions are BALCONIES (EXTERIOR) AND DECKS (e) 40 L ® ACCORDANCE WITH met: FIRE ESCAPES co NAILING SCHEDULE 16d NAIL AT 1.The attic area is accessed from an opening not less than 20 40 C) inches in width by 30 inches in length that is located where the m 4D (TABLE 3.1, WCFM 2015 J� 24 O.C. clear height in the attic is not less than 30 inches. GUARDS — ® HIGH WIND EDITION) 3 2.The slopes of the joists or truss bottom chords are not greater GUARDS IN—FILL COMPONENTS (f) — 5000 h I o than 2 units vertical in 12 units horizontal. 8d NAIL AT 6" O.C. 0 w 3.Required insulation depth is less than the joist or truss bottom h. HANDRAIL (d) ® ALL FRAMING MEMBER Thechorremain remaining portions of the joists or truss bottom chords shall 200 h AT PANEL EDGES AND (B) INSIDE CORNER DETAIL be designed for a uniformly distributed concurrent live load of not PASSENGER VEHICLE GARAGES 50 2,000(a) 12" O.C. ON ALL less than 10 pounds per square foot. AREAS OTHER THAN SLEEPING AREAS 40 — FRAMING MEMBERS NOT h.Glazing used in handrail assemblies and guards shall be designed AT PANEL EDGES with a load adjustment factor of 4. The load adjustment factor SLEEPING .AREAS 30 SHEET NO. shall be applied to each of the concentrated loads applied to the top of the rail, and to the load on the in-fill components. These STAIRS 40(C) 300(C) I 2 C 0 R N E R BRACING DETAIL loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. i.Where the top of a guard system is not required to serve as a P. EXTERIOR CORNER FRAMING handrail, the single concentrated load shall be applied at any point • 3 SCALE: N.T.S. along the top, in the vertical downward direction and in the — Tie horizontal direction away from the walking surface. Where the top Simpson Strong of a guard is also serving as the handrail, a single concentrated HDU load shall be applied in any direction at any point along the top. Concentrated loads shall not be applied concurrently. (TABLE 3. 1 WFCM 2024 HIGH WIND E D I TI 0 N ) (TABLE 3.213 WFCM 2024 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ,. BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S:NAILING SCHEDULE BOLTS) RESISTING LATERAL AND SHEAR LOADS FROM WIND) are based upon the 2025 NEW YORK STATE RESIDENTIAL CODE. t /ra MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geographical Design Criteria, see Table R301.2 on 5... JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAIL SPACING RESISTING SUPPORTING municipal, local zoning and building codes and ordinances COMMON NAILS NAILS sheet no. 1 having jurisdiction and best standards of construction 1/2• ANCHOR BOLTS 31 All non engineered lumber to be Douglas Fir#2 or better =dr �`✓ E 1 - FLOOR practice. RAFTER TO TOP PLATE TOE-NAILED ( ) ( ) / / " Wind Limitations-Section R301.2.1.1 .d• <.t�p rA ,� see Table 3.4A see Table 3.4A PER RAFTER STUD LATERAL AND SHEAR LOADS 2 - FLOORS 5 8 ANCHOR BOLTS 48 The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2 for Wind-Born Debris to all work performed on thisproject. see Table 3.4A (see Table 3.4A 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 p "�'�� CEILING JOIST TO TOP PLATE TOE-NAILED ( ) PER JOIST 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACIE-NAILED (see Table 3.9A (see Table 3.9A) EACH LAP (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). FOR OTHER ANCHOR BOLT LIMITATIONS Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be see Table 3. see Table 3. SEE SECTION 3.2.1.7 AND 3.2.2.3. Light and Ventilation-Section R325 responsible for corrections not reported CEILING JOIST OVER PARTITIONS FACE-NAILED ( 9A) ( 9A) EACH LAP 3. TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN P p rted once he has started work ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES TABULATED ANCHOR BOLT Minimum Room Area-Section R312 except for hidden job conditions. Z COLLAR TiE TO RAFTER FACE-NAILED (see Table 3.6) (see Table 3.6) PER TIE SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE Ceiling Height-Section R313 3. Contractor shall guarantee to the Owner that all materials and p 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. Sanitation-Section R326 equipment incorporated in the work will be new, and that all work 2-8d 2-10d EACH END 4. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS IN TABLE 3.5. Toilet Bath and Shower Space-Section R327.2 - BLOCKING TO RAFTER TOE-NAILED P will be of good quality, free from faults and defects for a period Glazing-Section R324 of one year form the date of the final Certificate of Occupancy. �- 2-16d 2-16d EACH END g p 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILED Emergency Escape and Section Opening-Section R319.2 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R314.4 - 9 precautions and programs in connection with the work, and he Of TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) 2-16d (SEE NOTE 1) PER FOOT Landing-Section R315.5.2.3 shall not be responsible for the contractors failure to carry out Ramps-Section R318.8 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d 5-16d JOINTS - EACH SIDE Stairway-Section R318.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R320 the contractor No changes shall be made in the documents w 2-16d 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Smoke Alarms-Sectioni R310 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R311 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) Foam plastics-Section R302.8 insurance coverage statutory policies (Worker (see Table 3.5A) (see Table 3.5A) PER STUD Flame Spread and Smoke-Section R302.9 ; 302.10 Compensation, etc.) and general liability in an mount not in Insulation-Section R302.10.1 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST„ ENDJOIST OR BLOCKING FACE-NAILED 2-16d (SEE NOTE 1,2) 2-16d (SEE NOTE 1,2) PER FOOT Dwelling Unit Separation-Section R302.3.1 less than S 5 million and automobile liability and damage zo Moisture Vapor Retarders-Section R702.7 coverage not less than $ 2 million. The Architect shall be U) FLOOR FRAMING Protection Against Decay-Section R304 named insured on any and all policies. > JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-8d 4-lOd PER JOIST Protection Against Termites-Section R305 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � Site Address-Section R308 insulation at all perimeter sills. BRIDGING TO JOIST TOE-NAILED 2-8d 2-10d EACH END Accessibility-Section R323.3 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BLOCKING TO JOIST TOE-NAILED 2-8d 2-10d EACH END Flood Resistant Construction-Section R306.1.3 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d 4-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d 4-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d 3-10d PER JOIST per square foot. Contractor to consult Architect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0011-% BAND JOIST TO JOIST END-NAILED 3-16d 4-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is W LO BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE 2) 3-16d PER FOOT to be presented to the Owner at the completion of the job. UJ ` V Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 0 ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 10d (SEE TABLE 3.10) Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York N 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double BOARD SHEATHING WDIAGONAL 2-1 3/4x11 7/8 Microlam Girder (or 3 1/2»x11 7/8" Power Beam) glazed and all exterior door to have insulated cores. z 15. The insulation protection as indicated on these plans exceeds W 1"X6" PR 1"X8" 2-8d 2-10d PER SUPPORT 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and 1"X1O" OR WIDER 3-8d 3-10d PER SUPPORT 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the g of the Architect whether the project for CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT property P O CEILING SHEATING which they made is executed or not. They may not be used Deck and porch footings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been-retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 10d (SEE TABLE 3.11) No footing shall be set higher than a 30 degree angle from any other footing 0 J Pour no concrete on frozen ground or in freezing water. STRUCTURAL FIBERBOARD PANELS Provide 3 1/2' steel lally columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS 1/2" 11 go. galy. roofing nail strength and has been anchored to the floor above, or has been sufficiently (0.120"x1-1/2" long x 3" EDGE / 6" FIELD braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS P FOLLOW PRODUCT SELECTION GUIDE AND Z 7 16 head) Floors - WFCM Prescriptive Method. Q 25/32" 11 ga. galy. roofing nail Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT (0.120"xl Draftstopping - Section R302.12 CONSTRUCTION CATALOG C-HW02 z W -3/4" long x 3" EDGE / 6" FIELD Fireblocking - Section R302.11 Q 3 8" head Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: W SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Stron -Tie GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD P 9 !n 3/4 plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING � UJ V 1 HARDBOARD 8d 8d (SEE TABLE 3.11) Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: W PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q N DIAGONAL BOARD SHEATHING Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END 1"X6" OR 1"X8" 2-8d 2-10d PER SUPPORT Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: 1"X10" OR WIDER 3-8d 3-10d PER SUPPORT WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' 1x6 fascia, wrap FLOOR SHEATHING Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG STRUCTURAL PANELS Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1' R S 8d 10d 6" EDGE 12" FIELD 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END GREATER THAN " 10d 16d 6" EDGE 6" FIELD 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. N DIAGONAL BOARD SHEATHING 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-Sd NAILS AT EACH END 1/2" MR GWB in wet areas Simpson Strong-Tie N 1"X6" OR 1"X8" 2-8d 2-10d PER SUPPORT At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: 1"X1O" OR WIDER 3-8d 3-10d PER SUPPORT of section R319. MTS 36, EACH ROOF RAFTER U210 2X6 Note drilling and notching I' USE 8 16d NAILS AT EACH END U 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USE WHERE WALL SHEATHING NAILING IS g g Imitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST W REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEER CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. Follow exterior corner framingdetail f ure R602 4-10d X 1 1/2" 02. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. g Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles DECK POST TO CONCRETE CONNECTION USE: shall have minimum of six (6) fasteners per shingle (section R905.2.5) PBS44A FOR EACH POST SIMPSO)N STRONG - TIE Underlayment application (Section R905.2.7.)nailing see table 3.8 1 1 /4 it COIL STRAP - SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- DECK POST TO GIRDER CONNECTION USE: percent slope), PC44 FOR EACH POST < J „ SIMPSON H-8 USE W/ONLY %" ANCHOR BOLT 14" up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), o 16 O.C. USE 4-8D 5- 8D TO STUD ONE SILL ( ) BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie NAILS SAT EACH STUD 4- 8D TO PLATE PLATE IN underlayment P 9 MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT shall be two (2) layers applied in the following manner. Apply A 19-inch � MIN OVERLAP IS 12" ATTACH T (SEE ANCHOR SCHEDULE, (483)strip of PORCH POST TO DECK USE: underla ent felt layers with and starting at the eaves , fastened sufficient) to PS720 (ALIGN WITH JOIST BELOW) �. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) Ym Ye 9 Y hold in place. .� SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH POST TO GIRDER USE: PS720 M %" HDU overlapping PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y" X 3" WOOD SCREWS successive sheets 19 inches (483mm), and fastened sufficiently to hold in place. H2.5A AT EACH ROOF RAFTER 7" MIN EMBEDMENT " ti For roof slopes of four (4) units vertical in (12) units. 4-1 Old x 1 1/2" ' r 1 (SEE FOUNDATION PLANS A-3.1 AND TYPICAL PORCH DECK L D G E R D Ice Protection (Section R905.1.2) A-3.2 FOR LOCATION o Underla ent in High wind Section R905.1.1 �'° • ) g ( ) CONNECTION S (MINIMUM DOUBLE STUD) o Flashing (Section R905.2.8) O r, D ep °.° •° ' . •° ' SIMSON STRONG - TIE Chimney and fireplaces - Chapter 10 •. ,c. �° a •c°•o •D ' ' p ° 1 1/4" COIL STRAP - 16" O.C. MecEnehanical -Conservation - Part IV STU }� BEARING PLATE •• a •!!` a • USE 4-8D NAILS; ® EACH STUD General Mechanical System - Chapter 13 DOUBLE 2X MIN. ;•4•°• c°• '° �' `-a �' • . '° Heating and cooling equipment and appliances - Chapter 14 FOR HEADER OR% ° ,, ° b D • ► D . D • ° • '> Exhaust System - Chapter 15 BEAM ° C •° 4 °•ed4 ' C ° Duct System - Chapter 16 a > ° Combustion Air - Chapter 17 .� z s 11 • °•" DOUBLE TOP PLATE MTS30 ROOF RAFTERS Chimne and vents - �ha ter 18 Simpson Strong-Tie _ .ii° DA P ° • ° � '_° ��__ ° Plumbing - Part VII AC4 F- c •,"�a ° SSP AT EACH POST °C Flood Zone - R306.1 1 3/4" MINIMU '�' D o •�q; �• SEE PLAN , o A • O=. ° • Cn EDGE DISTANCE a•44 9 D "' FLOOR TO FLOOR °•° HEADER LSTA21 p g- •: ° Simpson Stron Tie '. CONNECTION KING STIUDS CS20 19' COILED Y2" THREADED ROD 40 STRAP. MIN 12" REQUIRED FOR STU 1/2----,, L OVERLAP AT EACH SIMPSON STRONG - TIE JACK STUDS STUD �- x 1 1 /4" COIL STRAP - SIMPSON STRONG-TIE .� H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER U NAILS AT EACH STUD ° „ RAFTER USE 8-16D � •`'�'• � IN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK TO SILL �� :�: DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT `' '• MIN EDGE SHEET No. STUD TO ROOF RAFTER FLOOR TO FLOORStrong-Tie* DISTANCE* WRAP UNDER SILL PLATE CONNECTION Simpson *NOTE: SEE MANUFACTURERS MIN. OVERL�►P IS 12" TYPICAL STRAPPING FOR CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNIECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS