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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 50715 Date: 5/21/2024 Permission is hereby granted to Na ier, Catherine 1605 Washington Ave Ext Green ort NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1605 Washin ton Ave Ext, Green ort SCTM # 473889 Sec/Block/Lot# 40.-5-1.27 Pursuant to application dated 3/29/2024 and approved by the Building Inspector.. To expire on 11/20/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $684.50 CO-ADDITION TO DWELLING $100.00 Total: $784.50 k_1 Building Inspector p w>.nr'wy., TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 0959 Telephone(631)765-1802 Fax(631) 765-9502 . V Date Received APPLICATION FOR BUILDING PERMIT r For Office Use Only PERMIT NO, Building$nspect�or�: M J-� 277— br, r 9 ///�//!i/li/ ii/ ✓ / 1F�p� fb �/air jnJ b fll[ �, rt trr#heirtkr /rincemplt 6y�/!r (�"•'M���/�lr'�i7�`J'��������/�/��1`����4i7i��il��)�@r[,l�Tf��$��ff r r r rr i` t s �.'� di t'19 Dated rr �f �/ /u J /i r r ' r r r �;;;; ri/// rir/Dli�i /iJ //✓,i/�f%�%/%/r%�,1r7 s,e, Name:Washington Avenue Project LLC SCTM#Z000- Project Address:1605 Washington Avenue Ext,, t reenport, NY 11944 Phone#:347-567-5047 Email:anderson.minaya@gmail.com Mailing Address:4 W. Main St, Bay Shore, NY 11706, F:p,lj ';rrN/i/r�ra %�;,,�r Name-:Anderson Minaya Mailing Address:4 W. Main St, Bay Shore, NY 11706 Phone#:347-567-5047 Email:anderson.minaya@gmail,com Name:Eric Jaworowski Mailing Address:4 W. Main St, Bay Shore, NY 11706 Phone#:631-804-8329 Email:e,hjaworo@aol.com /%r r f l Q //i/// /r !/%/ / //'/ i !i f dlS,f /,%i r/', I/ %,/n rr3lrp //i /%//lav,f/%/Ir/ Name:Pedro Lantigua Mailing Address:4 W. Main St, Bay Shore, NY 11706 Phone#:631-579-7425 Email:pdlrlalntigua@gmail.com 1/,/ /r /i r,,,� /v�,f"INN"Al rl/ ,/, ,.,..�/,, ,�, If r i,= s rr r / r'r r or f,:f ry ;,�/v�r,/ �,✓��/✓����ry�1��rt' off. r ., yffrr//liiN%lor`�Vbr/< l�Gi// �?/ ,,//!r„/,i///,,,r,,,, ;/r El New Structure ❑Addition ®Alteration ❑Repair ❑Demolition E�2000 d Cost of Project: ❑Other Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 r r ,rr d r, ,r / r /,r lr/rrr/�, G,,ri 00 Existing use 11 of property:,Single family residence Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES, PROVIDE A COPY. Ih J ,o.;// - . e/r;/ ,r,o,s,✓�r„, /r�P 0000 Application Submitted By(print na y" M Authori!zed Agent caner Signature of Applicant: Date: e7, , STATE OF NEW YORK) SS: COUNTY OFfI..�'�tl� J being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)gbrave named, (S)he is the 4XZ& (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 C�l day of 20 Mary Public PROPERTY OWNER AUTHORIZATIO (Where the applicant is not the owner) [, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ComplianceGenerated by REScheck-Web software Project 1605 Washington Ave Ext Energy Code: 2018 IECC Location: Greenport, New York Construction Type; Single-family or N1 sv } Addition " Project Type: Ad Climate Zone: 4 (5572 HDD) Permit Date: , 1 Permit Number: All Electric false r' Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Owner/Agent: Designer/Contractor: Construction Site: Leon Jaworowski 1605 Washington Ave Ext Precision Home Inspection of Greenport, NY 11944 Americ 6 Glover Circle Lynbrook, NY 11563 6318048329 ehjaworo@aol.com liance: Passes using UA trade-off • • Your UA: 56 Maximum SHGC: 0.40 Your SHGC: 0.40 Compliance: 0.0%Better Than Code Maximum UA: 56 ouse is The%Better or Worse Than Code Index reflects orow close relatto ive to a Hance the code home. sed on code trade-off rules,. It DOES NOT provide an estimate of energy use s. Slab-on-grade tradeoffs are no Iongene must memeet the minimume eenerg code inspullationR-value andance path in ldeptf~rLre �u'rlementgra e assembly in the specified climate zo Gross Area Cavity Cont. • • • Assembly Perimeter — woommo 435 30.0 0.0 0.035 0.026 15 11 Ceiling: Flat Ceiling or Scissor Truss 5.5 0.052 0.060 24 28 520 15.0 Wall 1:Wood Frame, 16" o.c. 0.320 0.320 17 17 Window: Wood Frame 52 SHGC: 0.40 Report date: 05/17/24 Project Title: 1605 Washington Ave Ext Page 1 of10 Data filename: 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-'Title Signature Date Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 2 of10 RIEScheck Software ,,,, airs liii iil . IIIIIES611hieclIc Web I InI: act n Checklist Energy Code: 2018 IECC Requirements: 94.0% 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. Section Plans Value Field ValueVerified Complies? Comments/Assumptions t P _..__ _...__.�_ _.._ ... �.... ..__. ._...... ...... ions & Ke 03.1 lb Construction Cd awiPl Sn Review ❑Com I es Requirement will be me drawings and P q t. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable 41 building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and [Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems, [:]Not Observable „t Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 403. mmm sized per cooling equipment Man is Heating Heating: Manual S based .. --- n �El mp lies Do Not ...� ........ _. 1 [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable 0 Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: Hi h Impact (Tier 1) 2 Medium Im act (Tier 2) 3 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 3 of10 Secti 11 on g._e. _ 7..... ._... .......�m._.___.- .a..Comments/Assumptions 02.1iD A protective covering Inspection � Comp plies. q Comme ,,.... - .... Foundation 3 p is installed to ❑Coo lies Requirement will be met. [FO11]2 protect exposed exterior insulation []Does Not and extends a minimum of 6 in. below ❑Not Observable grade. []Not Applicable . [403.9 012]� nstw-and ice-melting system controls❑❑Do Not mp be met. Requirement will d. be ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: edium impact(Tier 2) 3 Low impact(Tier 3) 1 High Impact(Tier 1) 2 M mmITmmmmmmm Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 4 of10 # Framing / Rou h-In Ins Inspection Plans Verified Field Verified mm Section g p on ed p ' .. Comments/Assumptions (area-weighted "� �.•�Value Value �SeetheEnvelo �� - �� ommen s & Re ID _ _ _ .. 402.1.1, Glazing ( g pe Assemblies 402.3.1, average). _ ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U factors of fenestration products _..... .. __ _�._ ,� ......� ._. p is ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not m; with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable _ 402.4.1.1 Air barrier and thermal barrier __.... w .. .... .❑Complies Requirement i __ '" ......� tw will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ... ............... ........ N.. _.. m_.,,. _... _.._.. . p ........... 402.4.3 Fenestration that is not site built 13Com lies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 1011I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. lighting_._.._ fixtures � � ��� .,, ,.. ❑DompNot Requirement.........b [FR16]5 _sealed at housing/interior IC-rated recessed finish m will be met. and labeled to indicate -2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 40R 2.1 Supply d d return8where duct iattics s s _ l_.....__p._ ...... .e ._ ... ducts in ❑Coin lies Requirement will be met. ❑Does Not >= 3 inches in diameter and >_ ti R-6 where < 3 inches. Supply and ❑Not Observable ❑Not Applicable of ducts in otherportions return d the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. Ducts, air handlers and filter ❑ s Complie Requirement will be-met. t [F O 13]21 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. _ 403.3.5 Building cavities are not used as � � - - ❑❑Complies Requirement - ....,- plenum will be met. ductsor ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- � R- � mITITITITIT-mmmmmm� wMITITITmmmmm � ❑Complies Requirement will be met.mm [FR17]1 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R ❑Not Observable 3 ❑Not Applicable _ 403.4 1 _Protection of insulation on HVAC� p Requirement will be met„..... ITmm [ R24] piping. ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes i are insulated to R- R -❑Complies Require -. ... ��p p Requirement will be met. [FR18]2 >_R-3. ❑Does Not t ❑Not Observable ❑Not Applicable _ 403.6 z installed onaip ❑Does Not Re m min Automatic o or r t dampers are p Requirement will be met q out intakes and exhausts. ❑Not Observable ❑Not Applicable 1IHigh Impact(Ti ... _....... �_ .__. _a �t..... _ .._ er 1) 2 Medium Impact(Tier 2) 3 Low Impact(.Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 9 p p w Impact(Tier 3) C 1 �Hi h Im act(Tier 1) Medium Im act (Tier 3 Lo 2)„mmmmw Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 6 of10 Plans Verified FieldVerified w ._ Section II e Value _.,.. , _ _eew ...Inspection �......__ ^M .. Complies?. ,.... & R !DLLAII inst I eldt sulation s abeled ❑Complies Requirement willbe met.Comments/Assumptions... 303.1 [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable ..... l� .�is a ❑R ElD m Iles table eEnvelvalu Envelope Assemblies 402.1 1, Wall insulation R-value. If this i� p 402.2.5, mass wall with at least /2 of the Wood Wood oes Not s. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 2 Wall is installed p. ❑Does NotRe Requirement will be 303. �Wall insulation is installed per p' s q met. [IN4]1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �1`` High Impact(Tier 1) U 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 7 of10 # Final Inspection Provisions Plans Verified Field Verified Complies?Section Value Value _ p _ r.. ., es Comments/Assumptions Envelop _ . �Ceilin insulation R-value, R- R- ❑Com lies ' See the As Assemblies �..__. j & I�ec Ill i._ J .-._ !� 402.1.1,� g p !es 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2„2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 303.2 manufacturer's insulation installed per .. ❑Complies Requirement will be met„ 303.1.1.1, Ceilinginmsulsul instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable 402.2 3 _.Vented attics with ITair permeable _ _..__.. ....m.. .._.....__m...❑Cor lies Requiremen t will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable _ 402.2 4 .._., ttica access c ss hatch and value of the ❑Do Not r R- 1 R u ❑ m^ M mmp Requirement will be met. n mm adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI11]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ftz ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. � � 403.3.4 Duct tightness result of _ ❑Complies Requirement will be f� _ .........._-. cfm/100 cfm/100 mmm�' �.. met. [F14]1 cfm/100 ft2 across the system or tz ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable _ [ . Programmable...... primary .. .. _...� .... ....._....,� .,_ ._.. . _.-_.� p iesITIT�....-..Requirement will be..._ ....�..—.. 0331.1 inst alled thermostats C'om l" q met. z control of rimar ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water � ❑Complies Requiremen t will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 „ g p �Hih Impact(Tier 1) 2 Medium Impact(Tier 2) �„ 3 Low Imp act (Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 8 of10 Section Plans Verified Field Verified ns alue �lies '� Requirement will be met. ventilation system mP Final Inspection Provisions Value V _ � Com lies Comments/Assumptions ions & Red ID 403.6.1 All mechanicaly em Co q [F[25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 4 03 o.2 Hot water boilers supplying heat �- ��- � ❑Complie� —Requirement w... be met. . s met. z through one-or two-pipe heating ❑Does No systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. _ ❑Com lies Requirement will be met. 403.5. have a circulation ate . .. ystemsm.. 403.5.1.1 Heated water circulation systems p' q et, pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- syphon Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the 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 trace systems � � ❑Complies Requirement � � uirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ®....Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F, [F013]4 tested water heat recovery units � � �•.• - El"Com lies Requirement � ...�. y Ccr P q will be met. z accordance with CSA ❑ oes Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90% or more of permanent ®- ElComplies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems_. .., _ _. .. ..� _ ...._...... ....... ms have ❑Complies Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not 40) ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. � ❑Com lies Requirement will be sted. P� q met. [F17] ❑Does Not ❑Not Observable ❑Not Applicable 1 Hi h Im act(Tier 1) 2 Medium Im act (Tier 2) 3 g p p Low Impact(Tier 3) I Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Value Complies Comments/Assumptions ction _ _ - �.. 03 3g ID Manufacturer emanuals forsions Value �NCom lies Requirement will p q be met. [FI18)3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)„W„ITIT�� 3 Low Impact(Tier 3) ... Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 10 of10 1ECC Energy Efficiency Certificate Above-Grade Wall 20.50 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.32 0.40 Door Heating System: Cooling System: Water Heater Name: Date: Comments \ $ _2 I ) 0 - < ■j $; e R §S g Ck \ ©\0] Too §ca w §j ■u =F0 o0 > 2 ■± _ ~ �§ E i2± � $ } §\ \ ) �j / oo . w z jj / 2 R o CO » I = _ u y __0 a ° k »y.; w 9 »®c g / 2 ? . < 'E_ : t«0 [ / © ® i ° rw kk , a ° \ :3«\ J §/ ?5 = o o - ° a) k� caZ k & . o /EE § ) �� 2 coJ/ E�* m of CL-j I C) $t) -E � C) CL 4) ��y -41".. NEWLEVE-01 CERTIFICATE OF LIABILITY INSURANCE /Y N CERTITI^ll CERTIFICATE IS ISSUED ( /YYYY)+�"�'�.A l4/IAT'rER OF IIVI'I"'DR DATE MM/DD CERTIFICATE DOES' NOT AFFIRMATIVELY OR NE�`,�#T(V�,LY AMEND, }AND(�" N� 1"�R ALTER T� �O w�Y�6C"� '�4 FI THIS CERTIFICATE IR TIVE INSURANCE DIES NOT ELAMEND, CONSTITUTE TECONTRACT�ER NO THE C VERA THE CERTIFICATE HOLDER. CI S REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. COVERAGE AFFORDED BY THE POLICIES IMPORTANT: BETWEEN THE ISSUING INSURER(S),AUTHORIZED If the certificate holder is an ADDITIONAL INSURED,the pOlicy(ie )must have ADDITION A this Certificate does not confer rights to the c tionS of the If SUBROGATION IS WAIVED, subject to the terms and Condi Irtificate holder In lieu of such policy,certain L INSURED provisions or be endorsed. PRODUCER policies may require an endorsement. A statement on I I CCk TADT World Insurance A$ L' d v 530 Ror~,eblock Rd Associates,LLC t", t Farmin,Rville,NY 11738 PHONE �C,Na,Enrl: l)31 698-4776 FAX i ,M " arc,NP:�831)698-6091 INSURED k1 Y 9 r� � " a � � INsu�1=R s AF�r�RDrNo cov�r�Ao INSURERA;C)averaclr.COO eratlVQ Irtl$tlran0e Cl�rrr rl 4, NAIC# New Level Homes L,LC C ' r 57 Cedar Drive INSURER C 8 r , IN uRER 34 Bay Shore,NY 11706 ,. INSURER a� INSURER E C©'ti+'ER'A�GES INSURER F, S IS TO CERTIFY THAT TH IIVDIICATEO Na TkNlTli TANDINI A CI OF INSURANCE LIST, 'i 8EL0 REVISI ►N NtI INDICCERTA REQUIREMENT NUMBER: �PHAW MBER ICATE MAYBE CONDISUETION OR MAY I ERTAIN, THE INSURANCE AFFORDED Y TI pE P LICrES I ESCRI FIwIImNT„ TERM s�R CC7NDITION tDF ANY CONTRACT cIR IMITHER D�DUMENr WITH RE�PED�r ra WHICH THIS EXCLUSIONS ADD CONDITIONS OF SUCH POLICIES,LIMITS SHJav NN NrAy HAv BEEN RED RED HEREIN IS E 1 OR THE POLICYHI H THISd INSR S� TYPE OF INSURANCE AODL SUBR, LICED ED T'O THE INSI,tEc'ED NAMED ALAI„)'R "A X COMMERCIAL GENERAL LIABILITY SY PAID CLAIMS, IECT TO ALL THE TERMS, p L POLICY NUMBER POLICY EFF POLICY EXP CLAIMS-MADE LA p OCCUR LIMITS AX 11013654 1/25/2024 1/25/2025 DAh�A�C A A E TORRENGE g 50Q)"0g01 ' E"I'O RENTED OEN'L A D EXP An on r h �`�" GG�tEE,ATE Li,.- PER; $ 2,000 X POLICYEJ PERSONAL ACVIN,JURY 5eef LOC OTPIER_ GENE IL AGGREGATE $ 1,500,000 AUTOMOBILE LIABILITY PRODUCTS-COMPtOP AGG 500,000 ANY AUTO COMBINED SINGLE LIMITS O WNED SCHEDULED AUTOS ONLY AUTOS $ HIRED B00ILYdNpURY Per ermon, AUTOS ONLY NON-OWNED Pe $ AUTOS ONLY So IL PNSJURY Per addonl S PPROPERTY DA �.�. UMBRELLA LIAB OCCUR AGE $ EXCESS LIAB CLAIMS-MADE $ DED RETENTION$ EACH OOCURRCNCE $ WORRIERS COMPENSATION AGGREGATE AND EMPLOYER$"I,IADILITY ApNY P'ROPMETORIPARTNERIEXEC.UTI'VE /N . tlC yFFNCER/MrdVAdt EXCLUDED? PER S it andatory in NH) N/A I pWI, describe under DESCRJPTCC N OF OPERATIONS beioww E,L.EACH, ACCIDENT $ C L.DISEASE-EA EMPLOYEE' C,L.DISCASE•P 0 L I C y LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 1605 Washington Avenue EXt, Greenport, NY 11944 :ERTI ICATE HOLDER DANC LI�TION Town Of Southold NOT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE. EXPIRATION H THE POLICYTRE�OyISIO NOTICE PO Box 1179lCE WILL BE DELIVERED IN Southold,NY 11971 AUTHORIZED REPRESENTATIVE -ORD 25(2016/03) TUN The ACORD name and logo are panic+s ©1988 _,.A__. -2015 ACORD CORPORATION_ All.:,.z.— __- "'W Workers, YTOARTKI 'Compensation Certificate of Attestation of Exemption Board from New York tat e Workers' of and/or Disability and Paid Family Leave Benefits Insurance COvera ,11 trrr**77'i'f0rMcannotbe,j,vj, ge The aPplicant may use tin,';Ccirtif-Icate �bji f g(Itio jP t ol"Attestation ori3xernpilon is 0 all P 111.y ,Specific Q8-1"'y— t(,)show a gOvernment entity that New York State 1vorkers'cOnIpensation and/or disability and paid farnily]Lave benefits insurall May N01' use,this f,'0J`n1 tOShOw another b ' cc is'lot required. The Villicant Please provide t1lis form to the government. "Slless or that busjjjess,s ill$ urance CatTier that such not be accepted by goverrulle entity frorn which You are requesting,, insurance is not required, ,m.ofr Ic,al$One y^ear alter time date"Printed 01,the form.per,mit 11 license or contract. I'llis Celtiftcate Will In theApplica ion of (Lego, I EntRy Name and Address): Business ttIlplyin N—Level LLC g For: 57 Cedar or Building Vertrot HaY Shore,NY 11706-2815 From:Town Of Southold PHONE:631-579-7425 FEIN:XXXXX8375 Thc JOC46011 ofwhcrc work will be Dc'-formed is 1605 Washington Ave,Greerporl,N7y 11944. Estimated dates necessary to complete work associated with the building Permit are trOln April 1,2024 to March 31,2025. Workers,Co ensation uxt, I)tJ I of)st The estimated dollar amount of I)roject is over$I oo,000 'I'lle above earned business is,c �c WORKOSThe applicant is STATE SPECIFIC acting as a gwileral Conti emPlOyces,unpaid volunteers and ollly 11 ason, Play Act(Section 861 Of flic New'york State',ms orl Cd C'nPloyees,Pal-Hirne _a or at Incel,thestandards of the New York(,'Clnsjr-ucriojj Industry Fair The th te Trend is not a corporation,' OR 3) is a on ,, r , o por,,;on owl all of the stock and holding,' kill offices, at least One share orstoc )� OR 4) i or LP)under �a btj' Orpol"'Jur'"(in a two person led cOrporation virith those individuals ow"lling shiess;will)no NYS locad' "'ned each indi�' officer 111(1 Own ss does not require dis, �nciits coverage lit this In a(ldition, the businc, 'idual Must be an thinily leave bL New fork.S1.1te, (itl(jopen(jen, s liale since it has not el"Ployed carrot.Re or luore individuajs()nj u least 30 days ability and pairt L Pedro L Lantigota, tr"c(ors are 1101 Considered to J,%�C111ployeCS Ulleter JbQ Disability anti Paid Farn in any calendar year in ant the Monber With the above-nalnej legal entity fly Leave Rellerils 1-aw) knowledge,infibri'liation and aulbority to m,1 have not made ally rnatcr I ke this Cerrincale at),rm that due to I'lly Position with tile above-11, understa ially fa Ise statements and I tnake lbis of"Atteslation of'Excolpti.n. 1 h' anied bO56,,,,I have t1le nd that ally false -ebyarri 8,1 C re �e r"ll that 1110, t,t r i L Certificate 01"Attestation(�f F acccordane $12tement,repreSentatioll or I xcl "Its made fiercin arc true,that I e with the concealment will riptioll under the Penalties of'PC ( xr New York' riouly, I further affinn that 8"er"Trient entity Jimcdabove[,RIfisu hereby alliot! s"bject me to M011Y cl-irninal prosecution,inchtding jild and civil lia 'Vol-kers'Culni)exisaiioll Law and Sj,,jolc laws, By subl,rl,n,n affirin that jr, lhini ly leave bellefils coo,"cla I cire"1115(ances Change s 9 111'sCertific0c ofAltegatiop,of Excillption to the comPensano)n insul-Ance and 90 is required,the i1bove-narned le,., 0 that workers,ClAnPe'lls'ation insurance,alld/or disabil'ity and paid "And paid t0olffl)'tcave benerl,Y will inl1red'atelY acquire appropriate New york State by and/or disability tared at clith, 'he ChaIr Ofthe Workers,coj7jjjcns0(iOn Board to Tile go ';C(:)vcrage and.,l),so immediately furnish Pr �Pccjjjc workcrsl SrlVerlin IGN 10"t Cr; listed above, 00fol'that coveraec on for,,,$al)PrOvL 101RE E Sigll3turt,: ' 4!44t, 01mWivp Va Cent ftirka te'�,N,u'nib 7, j" `NVS WWI' Yorkerg'7, ,pep$.... ........... CE-200 01/2018 .......... ...... 'k C5 coCil W 09 ME w � �9� S p � 09 •t Q p .a �g VAO I CK UA z Q o Z 0: Lu ku U. a � U� Qtn IIac ""` ;o LAJ CO C4 um cr cr Qc O o C-1 Xt Oa ". . q. cc t Q I 8 , c � �,� a o M ;:-,K a.' 44'-8" S6 �S 21'-0" 12,_8„ $-7 2'-5" PRECISION HOME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INSPECTION ALL REMOVED WINDOWS ON INSPECTIONS DRAWINGS ENGINEERS ICE BARRIE FLOOD AIR REEZ' MEAN EXTERIOR WALL WILL HAVEE 2X4 WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER UNDERLAY HAZARDS ANNUAL FRAMED W/R-15, J" o GROUND INDEX G SHEATHING. FELT PAPER, AND - SNOW SPEED TOPOGRAPHIC SPECIAL WIND -BORNE DESIGN WEATHERING FROSTLINE TERMITE DESIGN MENT TEMP. SIDING. 1 2" SHEETROCK TO BE LOAD (mph) EFFECTS WIND REGION DEBRIS ZONE CATEGORY TEMP. REQUIRED DEPTH INSTALLED ON INSIDE o MOD. TO NEW 6'-0" 6'-8" SLIDER " Cl 30 15 YES NO 496 52.9'F REMOVED NEW 2-7 DIRECT XISTING 20# MPH NO NO NO B SEVERE 36" HEAVY X 5'-0" PI ND X 4' 4"DH 2'-7" 4'-4" H LEON JAWOROWSKI _... __..._..r.._._.,...w._ ....._.....__..-,...._..,.,R...... ._,.,._._........._.._... WINDOW... _... ,.__...r:. . , — L ENGINEER . ., ._...,..._.. __._.,_......._..T.._.. ._ _ .,.._.�_K._.,..._..�.- PROFESSIONAL (2) 2X12 HDR 34'-0" (2) 2X10 HDR _ CLIMATIC ZONE IS 4 I _ LIC #056625 MINIMUM FENESTRATION SKYLIGHT U GLAZED CEILING WOOD FRAME MASS WALL FLOOR R- BASEMENT WALL SLAB R-VALUE CRAWL SPACE ' ' ' 0 REQUIRED U FACTOR 0.32 FACTOR 0.55 FENESTRATION R-VALUE 49 WALL R- R-VALUE 8/13 VALUE 19 R-VALUE 10/13 & DEPTH 10. 2ft. WALL R-VALUE % '` Z SHGC 0.40 VALUE 20 + 5 EXISTING N PROVIDED ACTUAL 0.29 0.35 0.31 49 20 + 5 18 21 N/A N/A N/A I GARAGE 6 GLOVER CIRCLE LYNBROOK, NY 11563 NEW `� ,NEW o 1 NEW PHONE LINE: 631 804-8329 X KITCHEN X DINING RM z � FAMILY RM � � t N w F= p (3) 2X4 TO SIT ON x EXISTING CONCRETE o ® NEW 4" SCH 40 STEEL COL N OVER FOUNDATION WALL 15-3" 4" SCH 40 COLUMN IN BASEMENT ® UNDER 36X36X18 POUR CONC 1 " 111" LVL W/ 1" FLITCH FL C.M. EXIST FOOTING - - - NEW (2) TCH LATE (T ') N COPYRIGHT COUNTERFEIT PROTECTION 2 6 STO DW i DN N 9ELEOREF THIS PLAN IS PROTECTED UNDER THE FEDERAL 0 O 4'-6" _ EXISTING I S TI N TITLE XVI AND MAY NOT BE REPRODUCED EXIST NEw G COPYRIGHT ACT ATH ` ' t `r' 2 2'-6" BEDROOM Z _. EXISTING o N _ �pOFwfW y0,Q EXISTING I r o 1 o o ,A ��� EXISTING KITCHEN O BEDROOM i `O NEW NEo" N o N von GARAGE I _r BATH ,5-' _ x UF V/// I 10' S" o NEW �' W I I Z F NEWLn Z f AROFESSIONP NEW I _ �EGEN D LLj EXIST f DIRECT EXISTING i DIRECT ISTING DIRECT EXISTING ISSUE / REVISION ' 2'-7" 4'-4" DH 2'-7" 4'-4" DH i ii,% irr i NEW WALL CONSTRUCTION --- WALL TO BE REMOVED 2'-11" s'—o" 5'-9" 4'-6" 8'-8" 6'-9" N o. DATE DESCRIPTION Ir EXISTING EXISTING EXISTING WALL 1 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 FAMILY R M BEDROOM '9'-3° 15'-5" 2X6 R.R. FRAMING NOTATION 34'-8" p ® 16" O.C. s � FAN TO EXTERIOR ALTERATIONS FIRST FLOOR ® SMOKE DETECTOR SCALE: 1/4"= 1'-0" CARBON MONOXIDE DETECTOR C.M. „ DEXISTING FIRST FLOOR 34-8 SCALE: 1/4"= 1'-0" 2'-11" 9'-6" 6'-2" 11'-0" 5'-1" ALL NEW WALL TO HAVE RAISE WALL TO 7'-6' RAISE WALL TO 7'-6' PLATE HEIGHT TO PLATE HEIGHT TO �' FOAM BOARD ❑N EXTERIOR MATCH BATHROOM MATCH BATHROOM NEW 2'-7" NEW 2'-7" EXIS NG NEW 2'-6" X 4' 4"DH X 4' 4"DH 2'-0" X 3'-O" X 3' 0 "DH %;r.-iy,<� -'------- _.>:;•'r!%/.i' tr/J,;,y'/s; �i%'%:',.%%z;'/.'r` _-•,,,,,,z72i, --- ----• ... ...,.. ._,... .iG�� .!;�.__"_ -.,.,,;,,;,, / (2) 2X1O HDR 15'-1" (2) 2X10 HDR (2) 2X10 HDR (2�2X10 H ALL NEW EXTERIOR WALLS TO BE o o i _ PROJECT 2X4 AND INSULATED WITH R-15 EXIST INSULATION -I =I vi N X NEW W BED OOM 3 - BATH ALL NEW SECOND FLOOR CEILING z x W. ;N U = ;� = W 3'-0JOISTS TO HAVE " r. 1605 WASHING AVE E X T T.._..,.,._-.- _. INSULATION IN NEW AREAS v ¢ U 2 ; _.m......_ i _ 3 m w ° o GREENPORT NY WALL HEIGHT 1'-6" 5'_8" c o ALL INSULATION ON SECOND z 11' 9" 0 3'-4' C L ; s C L o 3'-0"' m FLOOR IS ONLY BEING CHANGED cD EXIST WHERE OLD INSULATION IS w a� o EXIST EXIS EXIST - o _ N NEEDED r Z o ®_ ® ' 2'-0" 2'-0" 2'-0" o z/ ® '� F- " I i w z m - NEW ® m NEW 'n % z BATH NEW PLYWOOD TO BE INSTALLED u. ® EXIST J TITLE IN NEW ADDITION AREA, EXISTING N J o I 2'-6" W I C REMOVED,AREAS WILL NOT BE - c.ra. _ _ - NEEDED NEW PLYWOOD I �0 6- 2' 6" ----- -- . i i UNLESS SNEW : WALL HEIGHT 5'-4" NEEDED %'% 2'-6" �n NEW (2) 2X14 FL ,;,<:,,;,. 4 of N FIRST FLOOR PLAN f ----5�-9-- ---5--8"--_0 ---- --- p----- - EXIST RIDGE--------------- - _ ---- -- N o ' o N SECOND FLOOR PLAN CL CL N NEW NEW C'ix in ir o 2'-6" r-6" NEW M A N Ui x W -. BEDROOM3::10 Of v€ W CA x ® t __.._..._,. _..... W 0 o ON ii ZxW C-4 I - v 3 21 2024 ;� o DATE EXISTING t _ EXISTING ' ` 15'-1° CD { 1 /4 = 1 - 0 BEDROOM ' - SCALE F BEDROOM 0 I NEW BEDROOM 2 SCE - 15'-," � E J co DIRECT -° ``�"` `r DWN BY REPLACE ;'`DIRECT 15'-11" DIRECT DIREC 2-4 " t . ,`..r ,REPLACE REPLACE REPL 2 4"DH ..._... CHECKED B Y X 4- 2'-7 2'-7" 2'-7" `Z X 4' 4"DH X 4' 4"DH X V 4"DH F; JOB No. 2'-11" 6'-0" 5'-9" 4'-6" 8'-8" 6'-9" _ - 19'-3" 15'-5" 24005 34'-8" DRAWING No. EXISTING SECOND FLOOR ALTERATIONS SECOND FLOOR Al - 2 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 4" DIA. VENT 4" DIA. VENT THRU ROOF THRU ROOF ROOF PRECISION HOME NEW MASTER BATH 1 1 EXISTING BATH , 1 r DIA. ANT �2'DIA. VENT INSPECTION 1/2- DIA. Uv 1 , 2- DIA. INSPECTIONS DRAWINGS ENGINEERS 7LT TLT TUB 2" DIA. 3" IA. 3" DIA. ?.• DIA. C.O. 3' DIA. WASTE LEON JAWOROWSKI EXISTING BATH PROFESSIONAL ENGINEER KITCHEN 1 I 1 1/2" DIA 3 DIA. 1 1 2'DIA. VENT LIC #056625 SINK 1/2" DIA. o.w. n T SHIN FIRST FLP 2" DIA. 3" DIA. 2• aA 6 GLOVER CIRCLE C.D. C.O. LYNBROOK, NY 11563 3.OIA• WASTE J3' DIA WASTE PHONE LINE: (631 ) 804-8329 F.A.I. C.O. C.O. C.O. BACK FLOWDIA. CA I WA PREVENTION 4" DIA. CAST --- — V,t VF CELLAR IRON HOUSE i I� TO NYS APPROVED SEWER SYSTEM I COPYRIGHT — COUNTERFEIT PROTECTION PLUMBING RISER THIS PLAN IS PROTECTED UNDER THE FEDERAL N T S COPYRIGHT ACT TITLE XM AND MAY NOT BE REPRODUCED of NEW YQ v k RI GH 1- SIDE ELEVATION E RONT ELEVATION W SCALE: 1 4" 1'-0" SCALE: 1/4"= 1'-0" �J�p �° 05662y AROFfSS10NP� 30 YEAR ARCHITECTURAL ROOF C. L OF WALL EQUALS SHINGLES ON 30# FELT W/ ICE & C. LINE OF VENT PIPE ISSUE REVISION —_ WATER SHIELD STARTER COURSE EXTENDING N INSIDE EXTERIOR SIZE OF TRAPS FOR PLUMBING FIXTURES O C INTERIOR FRAMING 0 16" WALLS, RUNNING UP ALL RAKES & LINING ALL VALLEYS. (2020 RESIDENTIAL CODE OF NYS TABLE 3201.7) 1/2' GYPSUM BOARD No. DATE DESCRIPTION 2X10 RR 0 16' OC OVER NEW rr 2X8 CT 0 32" OC. ABOVE NEW PLUMBING FIXTURE TRAP SIZE MINIMUM inches 2X10 CJ 016" OC WITH R-30 BATHTUB WITH OR WITHOUT SHOWER HEAD & or WHIRLPOOL ATTACHMENT 1-1/2- 1 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 INSULATION AND SHEETROCK TO BIDET 1-1/4' VENT PIPE STACK BE INSTALLED CLOTHES WASHER STANDPIPE 2' DISHWASHER ON SEPARTE TRAP 1-1 2' 2x6 BASE PLATE _ FLOOR DRAIN 2" KITCHEN SINK 1 or 2 TRAPS, W or W 0 DISHWASHER & FOOD WASTE DOPOSAL 1-1/2" HORIZ. VINYL SIDING OVER AIR INFILTRATION BARRIER, 1/2-/ LAUNDRY TUB ONE OR MORE COMPARTMENTS 1-1 2' n n I "CDX" PLYWD. SHEATHING, (2) 2x4 LAVATORY 1-1 4' PLY. SUBFLOOR m u in i TOP PLATE, 2x4 STUDS 0 16" SHOWER (BASED ON THE TOTAL FLOW RATE ° la n i° a SINGLE FLOOR JOIST 0 EACH U. li O.C., (1) 2x4 BOTTOM PLATE, THROUGH SHOWERHEADS AND BODY SPRAYS) SIDE OF VENT PIPE UNDER 2x6 ° ii iu i (R-15) BATT INSULATION, & 1/2" FLOW RATE: INTERIOR WALL GYP. BD. FINISH 5.7 gpm & less 1-1/2' MORE THAN 5.7 gpm up to 12.3 gpm 2' MORE THAN 12.3 gpm up to 25.8 gpm 3• OF VENT PIPE ALL WINDOWS & PATIO DOORS MORE THAN 25.8 gpm up to 55.6 gpm q• FLOOR INTERSECTION ARE "ANDERSEN" 'STORMWATCH" SERIES UNITS W/ LOW "E" INSULATED GLAZING W/ VENT DETAIL TERRATONE FINISH AS / FENESTRATION CRITERIA ON SHEET D3 SCALE: 1-1/2"= A ri ie I N IN I I In I 1° I EXISTING RIDGE PROJECT 2X4 CT ® 32" OC 1605 WASHING AVE EXT GREENPORT, NY AR ELEVATION 240 ASPHALT ROOF SHINGLES 4sc � OVER 5# FELT PAPER, 1 2" CDX SHEATHING, 2x8 ROOF RAF RS16" O.C.: 1/4"�= 1'-0" TI TLE 2X8 CJ ® 16" OC ELEVATIONS 1'—O" OVERHANG W/ 1 x6 WOOD FASCIA PLUMBING & PERFORATED VINYL SOFFIT HORIZONTAL VINYL SIDING 4" ®r i iEXPOSURE) OVER 15# FELT, 1�2" OSB SHEATHING, 2) x4 TOP )PLATE, 2x4 STUDS ® 1"- O.C., NEW NEWCID �w fl ('BATT INSULATION,PLATE.2x4 BOT`TOM /2 RIGISD BEDROOM #2 BEDROOM #3 r la n INSULATION, & 1/2" GYP. BD. FINISH FLOOR SELECTION BY DATE 3 21 2024 OWNER OVER 3/4" CDX PLYWOOD 27 » SUBFLOOyR,, EXI SS FL I�R JOISTS SCALE 1 /4 = 1 - 0 MID—SPAN & 1/2 GYP. BD. DWN BY E.J. CHECKED BY L. J. o NEW 00 KITCHEN JOB No. EXISTING FIRST FLOOR 24005 DRAWING No. LEFT SIDE ELEVATION SECTION SCALE: 1/4'= 1'-0" A2 _ 2 SCALE: 1/4"= 1'-0" GENERAL NOTES : THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, 2020 RESIDENTIAL CODE OF NYS TABLE R301 .2.1.2 REFER TO TABLE PRECISION HOME TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. WIND-BORNE DEBRIS PROTECTION FASTENING 01.2.1.2 FOR TOP PLATE SPLICE REQUIREMENTS 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENING SCHEDULE INSPECTION LLWI WIND-BORNE DEBRIS CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR WFCM TABLE 3.21) SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR • • • . . • • • • • • • • • • • . • . . . . . • • • . . . . • • • • . • FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME FASTENER FASTENER SPACING (inches) WOOD STRUCTURAL BUILDING MINIMUM SPLICE INSPECTIONS DRAWINGS ENGINEERS ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. 4 FOOT 6 FOOT PANEL DIMENSION (FT.): LENGTH (FT.): 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NAIL SHEATHING PANEL SPAN <PANEL SPAN <PANEL SPAN 1/2" PLYWOOD 12 2 <- 4 FOOT 5 6 FOOT <- 8 FOOT NOTED OTHERWISE. PERIMETER AS/ OR 7/16" "OSB" 16 3 3. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS TABLE R602.3 (1) No. 8 WOOD SCREWS " „ " DURN4. ALL CING THE ONSTRUCTION COURSE IS TOO BE 1INTACCORDANCE W/ THE RESIDENTIAL CODE OF NEW YORK SHEETUCTION. ON D2 BASED ANCHOR LENGTH 16 10 8 20 4 STATE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Z AIR-SEALANT MATERIAL EMBEDMENT LENGTH LEON JAWOROWSKI TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS a 0 TOP & BOT. PLATES No. 10 WCOD SCREWS „ „ 24 4 PROFESSIONAL ENGINEER o- do ALONG ALL SHEATHING " 16 12 9 28 5 SNOW LOADS, WIND & SEISMIC LOADS PER CODE SECTION R301. cn �INTs BASED ANCHOR W/2 32 s LIC #056625 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRICAL EMBEDMENT LENGTH CODES IN ACCORDANCE WITH TIE NEW YORK BOARD OF ELECTRICAL FIRE UNDERWRITERS z 36 7 AND SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. 1/4" LAG SCREW 6. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL N BASED ANCHOR W/2" 16" 16" 16" 40 8 BE INSTALLED BY A LICENSED 43c INSURED PLUMBER. o SHEATHING SPLICE EMBEDMENT50 10 6 GLOVER CIRCLE 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE PLATE REQUIRED 60 12 REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. Q WHERE SHEATHING A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND LYNBROOK, NY 11563 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED o NOTIMEETTTERD ODOES OTHERWISE. w SPEEDS, V ult' AND A 33-FOOT MEAN ROOF HEIGHT. 70 14 PHONE LINE: (6 31 ) 804-8329 c� FRAMING MEMBER 80 16 9. DO NOT SCALE DRAWINGS. W/ AMPLE NAILING B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO 11. ALL LUMBER & PLYWOOD MUST' EA GRADE STAMPED. m SURFACE, 1 D 2 THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT. 11. FLOOR, CEILING, ROOF JOISTS, (HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. �y, � p�yyD fb=825 p.s.i. PLATE ON 2by LESS THAN 1" FROM THE EDGE OF THE PANEL. FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS BLOCKING) SHALL BE REDUCED IN ORDER TO PROVIDE AN OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL EQUIVALENT NUMBER OF NAILS. 13. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 LESS 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE 8 OR C 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NOT 2-1/2" FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. MATERIAL COPYRIGHT - COUNTERFEIT PROTECTION 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL SHEATHING RUN VERTICALLY SHEATHING RUN HORIZONTALLY STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO, SHALL ALLOWABLE DEFLECTION OF THIS PLAN IS PROTECTED UNDER THE FEDERAL BEAMS, OR OTHER MEMBERS BILLOW. N OTE: BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). BRACED WALL PANEL SHEATHING MAY RUN VERTICALLY OR ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 STRUCTURAL MEMBERS COPYRIGHT ACT TITLE XVI AND MAY NOT BE REPRODUCED LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, HORIZONTALLY. 2 b BLOCKING SHALL BE PLACED AT ALL (PER TABLE R301.7 RESIDENTIAL CODE OF N.Y.S.) NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH Y POUNDS. CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION EDGES OF PLYWOOD FOR NAILING. NAILING WILL CONFORM TO STRUCTURAL MEMBER ALLOWABLE DEFLECTION WIND-BORNE DEBRIS PROTECTION DETAIL RAFTERS HAVING SLOPES GREATER THAN L/1 so "� ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS THE NAILING SCHEDULE R602.3(3) ON SHEET D2 PER MANUFACTURER'S SPECIFICATIONS. � of w y 18. ALL SKYLIGHT OPENINGS ARE 1"0 BE DOUBLE FRAMED WITH JOIST HANGERS. DETAIL @ NAILING �c AIR - SEAL PATTERN A 3 PITCH WITH FT FINISHED CEILINGS I Q. ap 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS ATTACHED AL RAFTERS cj� 1AWUfrC OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). SCALE: 1/2"= INTERIOR WALLS E PARTITIONS H/,8o �,� �,' REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 1 -O„ FLOORS do PLASTERED CEILINGS L/360 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF SCALE: 1/2" = 1'-0" Cr 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, ALL OTHER STRUCTURAL MEMBERS L/24o )F W CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING EXTERIOR WALLS: NTH PLASTER H/3so J W WITH ANY MORE WORK. OR STUCCO WALLS: / 056 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR EXTERIOR FINISHES WIND LOADS MATH L 240 J'O '1'0 LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. 22. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. EXTERIOR SHEATHING FLEXIBLE LE FINISHES LOADS WITH L/120 ROFFygION�'� 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE CAULKED, CLUED OR NOTE:L a SPAN LENGTH INSULATED. GASKETED TO TOP PLATE H - SPAN HEIGHT 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 WITH GLASS LESS THAN 18" A130VE FLOOR, THE GLASS IS TO BE TEMPERED. NAILING SCHEDULE (WFCM TABLE 3.1 TIMES THE COMPONENT do CLADDING LOADS FOR THE ISSUE / REVISION 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF *THIS SCHEDULE MEETS THE CRITERIA FOR A CEILING DRYWALL TAPED TO PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. THREE SECOND WIND GUST SPEED OF 120 M.P.H. WALL DRYWALL b.FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A LENGTH OF THE CANTILEVER MINIMUM AREA OF 5.7 SQ. FT. NTH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" ROOF FRAMING C. ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL EXTERIOR C_ADING ROOFS OR WALLS of SU F GLA ADDITIONS OR W1 PATIO COVERS, N O. DATE DESCRIPTION OVER EXTERIOR R-5 RIGID DRYWALL CAULKED, GLUED OR NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE ABOVE GRADE STORIES. (FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 NUMBER OF ISULAITNG BOARD ON AIR GASKETED TO TOP PLATE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. JOINT DESCRIPTION COMMON NAILS NAIL SPACING ADDITISANDONS PANELS, USED R ROOFS OR WALLS OF SUNR00M 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER NEW YORK INFILTRATION BARRIER ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION 1 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 STATE BUILDING AND SAFETY CODES AND PROVIDE REQUIRED EGRESS BEFORE Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter SHALL NOT EXCEED L/120 UTILIZING IT AS LIVING SPACE. Ceiling Joist to Top Plate (Toe ailed) 3-8d Per Joist 27. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. Ceiling Joist to Parallel Rafter (Face-Nailed) 6-16d Each Lap Ceiling Joist Laps Over Partitions (Face-Nailed) 6-16d Each Lap Collar Tie to Rafter (Toe-Nailed) 3-8d Per Tie TAPED OR SEALED JOINTS I DRYWALL CAULKED, CUED OR Blocking to Roof Rafter (Toe-Nailed) 2-8d Each End EXTERIOR SHEATHING GASKETED TO BOTTOM PLATE 2x4 CONTINUOUS LATERAL Rim Board to Rafter End Nailed 2-16d Each End DRYWALL CAULKED, GLUED OR BRACE 0 6' o.c. WALL FRAMING GASKETED TO BOTTOM PLATE NUMBER OF EXTERIOR SHEATHING BOTTOM PLATE CAULKED, OR (2) 10d NAILS TRUSS OR GASKETED TO SUB-FLOOR OILING JOIST JOINT DESCRIPTION COMMON NAILS NAIL SPACING CAULKED, GLUED OR Top Plate to Top Plate (Face-Nailed) 2-16d 1 Per Foot GASKETED TO BOTTOM BOTTOM PLATE CAULKED, OR Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side PLATE SUBFLOOR CAULKED, GLUED OR GASKETED TO SUB-FLOOR Stud to Stud (Face-Nailed) 2-16d 24" o.c. _ GASKETED TO RIM JOIST/RIM 10d NAILS ®12' o.c. Header to Header (Face-Nailed) 16d 16" o.c. Along Edges CLOSURE Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud Bottom Plate to Floor Joist, Band joist, 2-16d 1.2 Per Foot EXTERIOR SHEATHING RIM JOIST/ RIM CLOSURE GABLE END WALL, End' ist or Blocking Face-Nailed CAULKED, GLUED OR CAULKED OR GASKETED TO SILL RIM BOARD OR TRUSS GASKETED TO SILL PLATE .. PLATE FLOOR FRAMING SILL PLATE INSTALLED OVER BOTTOM PLATE CAULKED, OR 1/2' GYPSUM BOARD NUMBER OF " v, SILL GASKET INSULATION IN CONTINUOUS GASKETED TO SUB-FLOOR JOINT DESCRIPTION COMMON NAILS NAIL SPACING CONTACT W/ SUBFLOOR E Joist to Sill, Top Plate or Girder (Toe-Nailed) 4-8d Per Joist BLOCKING BETWEEN JOIST 5d COOLER NAILS - ®10' O.C. Bridging to Joist (Toe-Nailed) 2-8d Each End SEALED AROUND PERIMETER Blocking to Joist (Toe-Nailed) 2-8d Each End 20 BLOCK NAILED TO EAC14 Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block BRACE IN FIRSTJOIST SPACE Ledger Strip to Beam (Face-Nailed) 3-16d Each Joist AIR BARRIER @CANTILEVERED FL. PROJECT W/ (4) 10d NAILS Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist Band Joist to Joist (End-Nailed) 3-16d Per Joist "OO� NAILS Band Joist to Sill or To Plate Toe-Nailed 2-16d 1 Per Foot GAUGE STRAP ROOF SHEATHING ENVELOPE AIR SEALING 1605 WASHING AVE EXT (10 8d NAILS ) 1 -0 EACH END OF STRAP DWALL STUDS NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL SPACING SEALANT ON GYPSUM Q G R E E N P O R T, NY Structural Panels AIR BARRIER CX, SEE TABLE 2 ON SHEET D2 Interior Zone Location 8d 6" Edge/12" Field BOARD OR TOP PLATE Perimeter Zone Location 8d 6" Edge/6" Field Gable Endwall Rake or Rake Truss w 8d 4" Edge/4" Field 3/4' CLOSURE BOARD OSB, ' THERMAL ALIGNMENT -PLYWD., GYPSUM BD. OR DETAIL @ CEILING Lookout Block / " g / " Gable Endwall Rake or Rake Truss w/o Sd 6 Ede 6 Field RIGID INSULATION) SEAL ALL Overhang EDGES W/ CAULKING 1 Diagonal Board Sheathing SCALE: 1/2 = TI TLE BUL R A C I N C� GABLE E N D W A L L 1"x6" or 1"x8" 2-8d Per Support 1'-O" RIGID FOAM BOARD OR 1"x10" or Wider 3-8d Per Support SCALE: N.T.s. CEILING SHEATHING GLUED IN FOIL & SE GLUED IN PLACE & SEALED DETAILS CALONG ALL EDGES NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL SPACING Gypsum Wallboard 5d Coolers 7" Ede 10" Field AIR BARRIER @ WALL SHEATHING O;DROPPED �LG. S OFFIT NUMBER OF RAFTER TO STUD MTL CONNECTOR OR STUD DOUBLE JOINT DESCRIPTION COMMON NAILS NAIL SPACING TO STUD METAL CONNECTOR, AS CONDITION SIMPSOM H2A CLIPS FROM STUDS SCALE: 1/2"= Structural Panels REQUIRES (SHEET D1) TO RAFTERS CONDITION STUD Interior Zone Location 8d 6" Edge/12" Field DOUBLE TOP PLATE TOP PLATE - Perimeter Zone Location 8d 6" Edge/12" Field CONTRACTOR SHALL EXTEND Fiberboard Panels METAL STRAPPING UP TO 2nd DATE 3 21 2 0 2 4 7/16" 6d 3 3" Edge/6" Field FL STUDS AS PER STRAPPING 25/32" 8d 3 3" Edge/6" Field FlREDLOCKING DETAIL AT EVERY WALL OPENING BORED HOLEIv1AX 1 /4" DIAMETER Gypsum Wallboard 5d Coolers 7" Edge/10" Field AROUND PIPE SCALE PERCENT OF Hardboard 8d 6" Edge/12" Field STUD DEPTH Particleboard Panels 8d (As Per Manufacturer) CUT PLATE TIED WITH PLATE UPLJFT STRAP AS/TABLE 9 SINGLE Diagonal Board Sheathing 25 GAGE STEEL (SIMPSON STRAPPING # CS20) DWN BY 5/8 IN. MIN. STUD 1"x6" or 1"x8" 2-8d Per Support ANGLEOR HEADER TO EDGE 1"x10" or Wider 3-8d Per Support EQUIVALENT HEADER UPLIFT STRAP SEE TABLE 9 (1-11e 20 STRAPPING BORED HOLES FLOOR SHEATHING CRIPPLE STUDS MIN. 12" ON GDD)LV. L• J. CHECKED BY SHALL NOT BIE JACK STUDS FULL HEIGHT STUDS LOCATED IN THE LATERAL SILL JOINT DESCRIPTION COMMON NAILS NAIL SPACING NOTE: SAME CROSS CONNECTION REFER Structural Panels UPLIFT CONNECTION IS REQUIRED ® EACH END SEC11ON OF CUT TO TABLE 10 JOB N O OR NOTCH IN 1" or Less 8d 6" Edge/12" Field OF HEADER & AT BOTTOM OF HEADER STUDS STUD 5/8 IN. MIN. Greater than 1" 10d 6" Edge/6" Field IN ADDITION TO CONNECTORS 0 WALL STUDS & TO EDGE Diagonal Board Sheathing AT TOP & BOTTOM OF CRIPPLES & JACKS AND 1"x6" or 1"x8" 2-8d Per Support KING STUDS & WRAPPED UNDER FOUND. SILL NOTCH MUST ORED HOLE 1"x10" or Wider 3-8d Per Support NOT EXCEED MAX. DIAM 60% Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. PLATE ( ) 24005 25 PERCENT OF DOUBLE STUD DEPTH If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, TYPICAL FRAMING & UPLIFT CONNECTIONS OF STUD nailing requirements for structural members shall be doubled, or alternate connectors, such DEPTH as shear plates, shall be used to maintain the load path. A R O U N D EXTERIOR WALL OPENINGS NOTCHED & BORED HOLE 2When wall sheathing is continuous over connected members, the tabulated number of nails SCALE: N.T.S. shall be permitted to be reduced to 1-16d nail per foot. DRAWING No. LIMITATIONS FOR INT. NONBEARING WALLS 3Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check Residential Code of New York State for additional requirements. D 1 - 1 (:)SCALE: N.T.S.