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HomeMy WebLinkAbout48417-Z ' TOWN OF SOUTHOLD rr BUILDING DEPARTMENT TOWN CLERK'S OFFICE �a ell 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#: 48417 Date: 10/19/2022 Permission is hereby granted to: Carlton, Lance 4104 47th St Sunn side, NY 11104 To: Construct additions and alterations (meets town definition of a demo) to existing single family dwelling as applied for, with sanitary per SHIP replacement. At premises located at: 2230 Central Dr. Mattituck SCTM #473889 Sec/Block/Lot# 106.-1-24 Pursuant to application dated 7/21/2022 and approved by the Building Inspector. To expire on 4/19/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,132.00 CO-ADDITION TO DWELLING $50.00 Total: $1,182.00 Building Inspector 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 htt s://www.southoldtownny.gQv Date Received APPLICATION For Office Use Only PERMIT NO. Building Inspector., k JUL 2 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN of SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Lance Carlton scTM#1000-106-01-24 Project Address:2230 Central Drive, Mattituck, NY 11952 Phone#:917-592-6481 Email: Mailing Address:4140 47th Street, Sunnyside, NY 11104 CONTACT PERSON: Name:Gary Steinfeld/West Creek Buildres Mailing Address:PO Box 256, New Suffolk, NY 11956 Phone#:631-334-9205 1Email:Bary@westcreekbuilders.com DESIGN PROFESSIONAL INFORMATION: Name:Condon Engineering, P.C. Mailing Address: 1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Email: I CONTRACTOR INFORMATION: Name:West Creek Builders Mailing Address:PO Box 256, New Suffolk, NY 11956 Phone#:631-334-9205 1 Email:gar @westcreekbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $350,000 Will the lot be re-graded? ❑Yes iNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes *No IF YES, PROVIDE A COPY. @I Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):West Creek Builders/Gary Steinfeld Authorized Agent ❑Owner Signature of Applicant: Date: ;7/fI/Z2— STATE OF NEW YORK) S , COUNTY OF 6 ) being duly sworn,deposes and says that(s)he is the applicant (Naml 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 _day of u �* ,20� Notary Public SA MA M BORN' Notary Public,State of New York No,01806317038 t i'�i' II �;NI� "y' II "Ifi' , "i , +�,�aIilwed in Suffolk County commission expires Dec. 2.20� (Where the applicant is not the owner) Lance Carlton residing at 4140 47th Street, Sunnyside, NY 11104 do hereby authorize West Creek Builders/Gary Steinfeld to apply on my behalf to the Town of Southold Building Department for approval as described herein. 07/11/22 Owner's Signature Date Lance Carlton Print Owner's Name 2 912642.2,36 PM CI wRivw Envivorifilental Mail®SHIP Portal Nalification,922-00711 Update S.hip C learRiver,,%shlp@clearr,iverte s> Gmail SHIP Portal Not1fl 6ation #22-0071111 Update 1 message I ......... ship@suffollicountyny.gov,<sbip@suffbJkcountyny.gov> Mon,A4 1.2022 at 111 PM To:ship@cleartiver.us SHIP P6,rtal okay to proceed Is pending proposal sketch. Stiffolk dounty Govemment,0 2022. N1OWJ1Ma4,QQag*cOM,fm: A W2014=($13(712ao&vIew-, a ISI e y w u. a, 0.3 � w� E � o 10 id i�Ii o . a a e. �1 00711 a m e v . m 2, 1 ?3, Generated by REScheck-Web Software CNJ/ Compliance Ceftificate Project 2230 Central Drive Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 1,940 ft2 Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2230 Central Drive Mattituck, NY 11952 ® a - 10 =in WAIMI Compliance: 4.7%Better Than Code Maximum UA: 428 Your UA: 408 Maximum SHGC: 0.40 Your SHGC: 0.16 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. Slab on grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab on-grade assembly in the specified climate zone must meet the minimunt energy code insulation R value and depth requirements. E-nm l Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 906 38.0 0.0 0.030 0.026 27 24 Ceiling 1:Cathedral Ceiling 233 30.0 0.0 0.034 0.026 8 6 Wall:Wood Frame,16"o.c. 1,343 15.0 0.0 0.077 0.060 103 81 Wall 1:Wood Frame, 16"o.c. 1,177 21.0 0.0 0.057 0.060 56 59 Door:Glass Door(over 50%glazing) 197 0.290 0.320 57 63 SHGC:0.19 Floor:All-Wood joist/Truss 1,044 30.0 13.0 0.023 0.047 24 49 Window:Wood Frame 457 0.290 0.320 133 146 SHGC:0.15 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application,T e proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply wi e mandatory requirements listed in the REScheck Inspection Checklist. Name• Itle Date I Project Title: 2230.Central Drive Report date: 07/15/22 t Data filename: ` Pagel of 9 of, y" IS," a REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. Ip�r Complies? & Re PreInspection/Plan Review J Plans Verified � Field Verified Value Value � Com Comments/Assumptions PI 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does NotI [PR111 energy code compliance for the ,,;,m building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and���� .._ ❑ omPlies Requirement... .... will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Cornplies ir Re uement will be me � Requirement .et. 403.7 sized per ACCA Manual S based Btu/hr- Btu/hr_____ ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr [_)Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ( 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 2 of 9 Section Foundation InspectionComplies? Comments/Assumptions 3012.1# �A protective covering is install. .._.„_ ...m.....w p ed to [ Complies Requirement will be met. CFOII17 protect exposed exterior insulation ❑Does Not ,$ and extends a minimum of 6 in.below.;MNot Observable grade. ❑Not Applicable 40i9 Snow- Snow-and ice-meltin s stem control❑Complies ;Exception: Require � nt i applicable. � g y p p Requirement is not applicable. [F 1212' installed. j❑Does Not G ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 11 Tier 1) 2 Medium Impact(Tier 2) 3 (Low Impact(Tier 3) High Impact(... .... .. ..a .n.,, . Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 3 of 9 Sec#tion ryIIT Planfied el Verified jFramin /Rough-in Inspection Valuei Complies? Comments/Assumptions Value & F4e ,l i 402.1.1, Glazing U-factor(area-weighted U-� U__ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, [:]Not402 5 Not Observable [FR2]1 ❑Not Applicable U-factors of fenestration products m- � w � ��Cow'o"I �ies Requirement wil 303.1.3 will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. -]Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ° .. 'OComplies ...mn.,... µRequirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. p, ❑Not Observable 9 ❑Not Applicable 402.4..m, 'tion.that is n. .... ......._ �o� .." ,_.. li_ ... ...�mnt" --„ ._m_ .3 Fenestra of site built :❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/µDMA/CSA 101/L5.2/A440 or has infiltration rates per NFRC [-]Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures " � � �❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. '❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics .�.�„ ��t�m _ .. .._._ �_�—._� ....... pp y plies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ R-6 where< 3 inches.Supply and [:]Not Observable return ducts in other portions of ❑Not Applicable the building insulated >=R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. .2 Ducts,air handlers 403.3 � w„,w ., ... ..A. - .o. ... �. .._ ..... .,.... a� d filter ❑Complies Requirement will be met. [FR13]1 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_ ❑Com lies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC[FR17]2 ,below 5155 Farerinsullatedutos>R. ..,,.R R ❑DoespesRequirement ill - ,.....,,,.,_.. w...be met. onveying fluids _,.. ._. _. Not 3 ❑Not Observable ❑Not Applicable 403.4.., e,.. . __........... .-....................... .. „ o.. ... ... ....._..�......................................mm.... ..,.. ........ 1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not � ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insula ..,...... ted to R R ❑Complies Requirement will be met. [FR18]2 >R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6] installed on gravity e ,,, �o...... � �... ....., it �. A.,,.. ..... e r gravity dampers are ❑Complies Requirement will be met. 2 all outdoor air -❑Does Not Intakes and exhausts. ❑Not Observable ❑Not Applicable g] J 3 1Low Impact(Tier 3) 1 Ftigh Impact(Tier 1, 2 iMed10m Nntpact,(Tier.. ®,.m Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1.],High Impact(Tier 1) 2mMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 5 of 9 &sIke ID ...._ � „.0_r....e�-.�... _ .,pw s? u...rw. / sp i onsec F,17, PlansVerified Field ie Co Insulationpt Value Value 303.1 All installedinsulation is labeled ❑CompliesReqrementwillbemet. [IN13]2 or the installed R-values "❑Does Not �-J, provided. ❑Not Observable ❑Not Applicable 402.1.1, �Floor insulation R- . . ❑ ❑Complies table a Envelope Assemblies ion R.value... R R_ p ies Wood Wood ❑Does Not es. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable ❑Not Applicable 402 2.8 manufacturer's insulation instructions and ❑Does Requirement will �mme 303.2, Floor insulation installed per ❑Complies Requirement will be met Not [IN2]1 in substantial contact with the Not Observable underside of the subfloor,or floor ❑ framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ 402.1.1, Wall 402 2.5, mass wallwith at let ❑ a . sIf this is a R-Wood ❑ Wood ❑Do sNot Ekomplies See the Envelope Assemblies ' s1/2 of the table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [-]Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel E] Steel ❑Not Applicable . .........�...... ...._.. ...._._._ � m, _ 303.2W all insulation is installed per ❑Complies Requirement will be met. m [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact _ _.... ....,.._ 1 p (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ', Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 6 of 9 Section Field Verified # Final Inspection Provisions PlansComplies? Comments/Assumptions &Req.!!? fled Value � ... ... .....m. Value .. .W.................... ... ------ p402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, E] Wood E3 Wood ❑Does Not table for values, 402.2.2, F_-] Steel �, Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 11 manufacturer's ding insulation sulat instructions.stalled per � � ODoNot mpRequirement will be met. 303.2 [FI2] insulation mar ❑Not ked every Observable 300 ft2Not Applicable .. .......m .....w..., ❑ ..._... w...� -..�...... -. ..m .._._._ 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R--.... . .......".,.. ___ .... R-_ mmmm - Requirement will be m .. ❑Complies Require et. [FI3]1 insulation >_R-value of the ❑Does Not 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. [FI17]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 m cfm/100 ❑Complies Requirement will be met. [F12711 determine air leakage with ftz ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable 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 test result of<=4 cfm/1 00 cfm/100 ❑Complies Requirement will be met,tlµ (F14]1 cfm/100 ft2 across the system or ftz ft2 ❑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 ._._ w .w _.... _.. _. ..._... _..------------------------ 403.3.2.1 ------- 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programma..�, �� ._....�.� ...,as -. ._�_� _w....... ...... ble thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable 402 Heat ❑Not Applicable code specifications.mled ❑ostat instal � _.-. _-...... ...,.N�. _m. .�--._ �._� ..._.....m Complies Exception: Requirement is 1012on heat pumps. ❑Does Not not applicable. [-]Not Observable ❑Not Applicable ��0��.1 Circulating�.. -... .. .. :mm... ......__..,.--------- .. service hot water ❑'Complies Requirement will be met. 2 systems have automatic or ❑ accessible manual controls. Does Not ❑Not Observable ❑Not Applicable h Impact(Tier 1) 2 Medium Impact(Tier 2) 1 1 VH�g..__-._.- .--.... ...... _-- !. 3 Low Impact(Tier 3) Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 7 of 9 SecLon Plans Verified Field Verified JY Y # Final inspection Provisions Value _ Value Complies? Comments/Assumptions 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable 11403 .1 ❑Not Applicable � 403.2 Hot water boilers supplying heat ❑Com lies Exception: Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems � � �� OComplies Requirement will � - _w equirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not 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. [F 3.5].1.2 comply with IEEE 515.1 or UL � � � � � �� ❑Does Not not applicable. on: R_ Electric heat traces stems ❑Cotn� lies Exception: Requirement is 2 plicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water .❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1040F. . , 403.5.4, . Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. 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 ,, OComplies Requirement will be m _,_. et. [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have � � ., ��� DComplies Requirement will be met. [F123]3 :no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable A ...... ❑401.3 Compliance certificate posted. omppies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable........... _ --- ........ .---_-._....�.) edium Impact(Tier 2) y 3 Low Im act ) ® p (Tier 3) 1 High Impact(Tier 1)......... o_2 M., Project Title: 2230 Central Drive _ _ _ � Report date: 07/15/22 Data filename: Page 8 of 9 aectiora rrProvisions 1jIIl Plan,lfied Fieldfied � Value Vaiue . Complies? ol ��W mme_ _is�/A..�s.s..._u.m�pti.on.....s 3 Manufacturer manuals for �Complies Requirement � ... will be met. t'FI1811 mechanical and water heating ElDoes Not systems have been provided. Not Observable ®Not,applicable Additional Comments/Assumptions,. p p Low Impact(Tier 3) 1 Ril k�-impact(Tier-1-11111-111-.11 1) ,Medium Im act(Tier 2) 3 Project Title: 2230 Central Drive Report date: 07/15/22 Data filename: Page 9 of 9 2018 IECC Energy J( Efficiency er i icae Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 43.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): IN III Window 0.29 0.15 Door 0.29 0.19 Heating System: Cooling System: Water Heater: Name• Date• Comments Town Hall Annexe Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANIS/OR TIMBER CONSTRUCTION Date: 07/11/22 Owner: Lance Carlton Location of Property: ...._..._.�.M.I u_,_ ,,__ Drive, Mattituck, N 2230 Central Driri _ ...._ ...._. _..� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): -._. Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature; Name (person submitting this form): .,__Gary Steinfeld/West Creek Builders Capacity(check applicable line): Owner ww_®._.....X_._ Owner representative TrussReg15.docx Effective 1/112015 AcD- CERTIFICATE OF LIABILITY INSURANCE °ATE(MM/°U,YYYY) 071201202,2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I& ET.C'r NICt101aS ZUIkOfske _COM T ....... ...... Brookhaven Agency,Inc. ��631j 941-4113 ......PHONE UUM,Ax X1,(631)941-4405 100 Oakland Ave,Ste 1 E-MOAIL certuficat+ brookhavenags"Ian om ....... m_.......... ...... INSASP.B��.I$.,�_�!-FFQ�.I�.�+..,.Pr..�.�.F.���.E Port Jefferson,NY 11777 """"""""""""""" gg �_Southwest Marine&General"Ins„Co INSURED.... '..,L1JW1RER.B: _ West Creek Builders,LLC -(,tIJ�ERc; PO Box 256 JN.;zV3.ERJI? _-_.._. New Suffolk NY 11956JNUt?!J�,; R COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _._. _. ..... NNSR. ADDLSIMBR POLICY EFF POLICY EXP LIMITS tTRTYPE OF INSURANCE POUCY NUMBER GENERAL LIABILITY EACH OCCURRENCE1 x000,000 DAMAGE TO RENTED $10MOO COMMERCIAL OR"NEBAf,,r,NABNLN'f'd �.EdFME$P,S,(Fa.cacCsa6ce, } CLAIMS-MADE /OCCUR X X GL2022LHB00168 05109/2022 05/09/2023 MED ExP(AnY ar_Uersan} $5,000 PER ONAL a,.,ADv IN�u ,Y $1 000,000 gENdERALAGGREGATE 12,000,00 C EN"L AGGREGATE LIMIT APPLIES PER. PRODUG "COMP/OP AGG $2,000,000 x Policy ,. LOC $ AUTOMOBILE LIABILITY COMBINED S&NGLE UMNT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS - AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ � HIRED AUTOS AUTOS LER dan4D ......-.-..........-------""...................... $ X UMBRELLA LIAB X OCCUR E,;I6.C,�,F 4,�"C, �I.RRF:UgII $1,000,000 A Excess uA6 I.C;k; mMS-MADE X EX2022LHB00045 05/09/2022 05/09/2023 AGGREGATE DED =UTION S $ WORKERS COMPENSATION WC STATU- OTH- AJT AND ERS'LIABILITY � � DF .-ER.- ANY ER. OFrECE.R�EMSER EXCLUDE'Ecuriv N I A See NYSIF certificate �� ����EC__ ""N. (Mandatory NH) � .,m..,-"___EAEMPLOYFE $ If yes,describe under f IP P I w F.L,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION "PROOF OF COVERAGE"" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <> ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 205334771 BROOKHAVEN AGENCY INC 100 OAKLAND AVE STE 1 M" PORT JEFFERSON NY 11777 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WEST CREEK BUILDERS, LLC TOWN OF SOUTHOLD PO BOX 256 53095 ROUTE 25 NEW SUFFOLK NY 11956 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12403219-5 j 100242 05/12/2022 TO 05/12/2023 7/21/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2403 219-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE T+IIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT 'SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 617550544 U-26.3 "iEYORK workersCERTIFICATE OF INSURANCE COVERAGE srl� Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured WEST CREEK BUILDERS,LLC 631-334-9205 P. O. BOX 256 NEW SUFFOLK, NY 11956 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e..,Wrap-Up Policy) 205334771 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box"l a" Southold, NY 11971 _ DBL371008 3c.Policy effective period 01/13/2022 to 01/12/2024 4. Policy provides the following benefitsm © A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. I Date Signed 7/21/2022 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 413,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 11111111111111111111111111 v „N Q R1 ►�i 0000 kn co r, v rA .y y C� v 04 � `n a W v Z !ti m ORA is A � ►moi � � Jl 4-I , 4 � � + w F -• v C jl Z cu � F ca ❑ F CW Q O •� > cu , WEST CREEK PLAN I DESIGN I BUILD 2230 Central Drive, Mattituck 1000-106-01-24 Septic System Approval Approval Email from Suffolk County Office of Wastewater Management through the Septic Haulers Information Portal (SHIP) for installation of new system and abandonment of block cesspool. SHIP required sketch...Daniel Falasco, P.E. Consulting Engineers, Signed P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.334.9205 �S.SGS Somas �y/ SITE DATA PROJECT DESCRIPTION & NOTES 5CTM# 1000-106-01-24 -EXCAVATION, FOUNDATION, & GON5TRUCTION OF NEIN 2' X 44.2' 15T _ y PROPERTY: 2230 CENTRAL DRIVE FLOOR INFILL OF EXI5TING 2ND FLOOR CANTILEVERS«w . MATTITUCK, NY 11852 -RECONSTRUCT EXI5TING FRONT ENTRY PORCH OWNER: LANCE CARLTON -NEW WINDOW5 & EXTERIOR DOORS A5 PER PLAN PROJECT i ZONING: R40 -ENLARGE WIDTH OF EXISTING 2ND FLOOR KITCHEN BOW WINDOW AREA 1 \ SITE - s , . -REPLACE HIP ROOF 5ECTION5 WITH GABLE 5TRUCTURE u LOT AREA -REVI5ED INTERIOR LAYOUT A5 PER PLAN 1 „ TOTAL LOT AREA 68 800 5F 1.57q AG O` CD PROP05ED LOT COVERAGE 1 clN EX15TINO HOUSE 1 ,061 5F EXISTING DEG K 504 5F EXISTING 5HED 100 5F \ EXISTING ASPHALT DRIVEWAY 3,365 5F \ PROPOSED CANTILEVER INFILL 88.4 5F LOCATION MAP PROP05ED ENTRY PORCH 12 5F No \ N.T.S. TOTAL 5,1g0.4 5F 1.54% W1-' N \ APPRI®VED AS NO D SURVEYOR 1 \ / DATE;1�9_-Z B.P.> OCCUPANCY OR SITE PLAN BASED ON SURVEY BY, � � �� �9a, -- ----° USE IS UNLAWFUL PECONIC SURVEYORS, P.G. 1 \ � ' NOTIFY BUILDINGDEPARTME AT 8AMTO4PMFORTHE WITHOUT CERTIFICATE 1765.1802 1230 TRAVELER STREET, 50UTHOLD NY, 11 q71 � � FOLLOWING INSPECTIONS: DATED MARCH 18, 2016 1 �\' 1. FOUNDATION-TWO REQUIRED OF OCCUPANCY FOR POURED CONCRETE 1 TOP OF BLUFF STpdo i \ 2. ROUGH•FRAMING&PLUMBING P�RTFORM / / & INSULATION 1 i \ 4. FINAL-CONSTRUCTION MUST ti i p�SH BE COMPLETE FOR C.O. 1 ��oN��i ppNDS \ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW CONSTRUCTION STORM IN TER CONTRO 1 �i �tiNYORK STATE. NOT RESPONSIBLE FOR L \ DESIGN OR CONSTRUCTION ERRORS D CONSTRUCTION ACTIVITIES: / JUL 2 190 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEA5URE5 BUILDING DEPT 2) EXCAVATION FOR NEW FOUNDATION TO DEPTH OF +/- 4' BELOW FINISHED 1 GRADE \ 3) CONSTRUCTION OF NEIN FOUNDATION 4) CONSTRUCTION OF NEW CANTILEVER INFILL 1 SND �1�'� WESTCi*,,,rEK ' 5) RECONSTRUCTION OF EX15TING FRONT ENTRY PORCH \ \ 6) INSTALLATION OF NEW LAN05CAPING PLANTS AND LAWN5 A5 REQUIRED \ 7 REMOVAL OF TEMPORARY ER05ION CONTROL MEASURES 1 ) � PLAN I DESIGN BUILD 1 STORM WATER AND POLLUTION CONTROL MEA5URE5: \ 1 �� �X15t15TO�tY ` .DESIGN DRANINGS POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE 1 S�GOND D�GK WITH THE PRO\/151ON5 OF THE TOWN OF 5OUTHOLD, CHAPTER 236, q4.2' \ 1NE5T GREEK STORM WATER MANAGEMENT AND ER05ION AND SEDIMENTPO BOX 256 1 Asp"ROSY CONTROL MEA5URE5. 1 2,q �X15t1NG"°U5� \ 2,5.�ORY pR�`M� 1) PROTECT EXISTING VEGETATION TO REMAIN. NEM SUFFOLK, NY 11956 24 2) MINIMIZE THE LENGTH AND TIME AREA5 ARE EXP05ED DUE TO 1 1 CLEARING AND GRADING. 5TAB1_IZE ALL AREA5 THAT ARE GRADED AND = 1 2. 80 ENGINEER 5TRIPPED WITH TEMPORARY 5EEDIN6. X,SSING q.0' RBGONSTR R�PORCH 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH1 15Tp�p0R,gT1NG pRONSE" LONDON ENGINEERING, P.G. e��ovy EX \ 755 51GSBEE ROAD AND STEEPNESS. 2"DEER. 1\ 4) INSTALL ER05ION AND SEDIMENT CONTROL MEA5URE5 AT PERIMETER 1 MATTITUCK NY 11952 OF 015TURBANCE AREA PRIOR TO START OF GON5TRUCTION AND \ MAINTAIN THROUGH PROJECT COMPLETION. 1 I 5) MAINTAIN STABILIZED CON5TRUGTION ENTRANCE. 1 \ 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATION5. 1 REI�ISIONS 7) CONTROL DUST FROM CONSTRUCTION ACTIVITIES. 1 \ PERMIT SET 07.08.22 8) CONTRACTOR 15 RE5PON51BLE FOR REGULAR MAINTENANCE AND INSPECTION OF ALL CONTROL MEA5URE5 TO MAINTAIN PROPER 1 PERFORMANCE. 1 \ PROJECT q) D15PO5E OF ALL 50LID WA5TE AND DEBRIS ACCORDING A5 WELL A5 1 W CARLTON RESIDENCE TOXIC AND HAZARDOUS WA5TE ACCORDING TO LOCAL REGULATION5. 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND \ 2230 CENTRAL DRIVE DEBRIS CONTROL. 1 \ MATTITUCK 11) CONTRACTOR TO REPORT ANY MODIFICATIONS DETAILED CONTROL EROSION & SEDIMENT CONTROL DETAILS \ \ NY 1195 2 MEA5URE5. NOT TO SCALE 1 SUPPORT sraxEs 1 (x PER BALE) STRAW SALES-INSTALLED SUPPORTSTAKFe 1II = 20' CONTINUOUSLY AGAINST ( 0'MAX,SPACING} DOWNSLOPE SIDE OF FILTER FABRIC FENCE 8`MIN. FILTER FABRIC FENCE 130 SLOPE 1 �- D RAW I N G J COMPACTED SAIL9INGINt3 S ILL SITE PLAN EXISTING GROUND NOT E5 & DETAILS *USErx2,x4&•(33/rWOODOR ° �' �:� *� ;" •3 S N ECIUIVALENT STEEL(U OR T)STAKES -SITE PLA • , SCALE: 1" = 20'_0lfin ,o �c : ,{ WIND LOAD PATH CONNECTIONS rENERAL NOTES DESIGN CRITERIA 1. THE INFORMATION WITHIN TH15 SET OF CON5TRUCTION DOCUMENT5 15 RELATED TO BA51G DESIGN INTENT AND FRAMING SQUARE FOOTAGE: 2217 5F 51MP50N L5TA 20 GAUGE RIDGE STRAP DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A AT ALL ROOF RAFTERS TYPE OF SUBSTITUTE FOR GENERALLY AGGGEPTED BUILDING PRACTICE AND CONSTRUCTION: SINGLE FAMILY COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. ICE AND WATER SHIELD UNDERLAYMENT 2. THE CONTRACTOR 15 RE5PON51BLE FOR EN5URING THAT ALL CONVENTIONAL LIGHT FRAME 24"FROM ROOF EDGE WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT WOOD CONSTRUCTION 51MP50N H3 HURRICANE AS ALTERNATE FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES AND 51MP50N H2 HURIGANE CLIP NAILED TO H2 AT INTERIOR DESIGN CRITERIA: FROM RAFTER TO STUD AT ALL RAFTERS REGULATION5 INCLUDING BUT NOT LIMITED TO THE NEW YORK 1^t/5-Sd NAILS EACH END PROVIDE SD COMMON NAILS @ 4"O.C. STATE UNIFORM BUILDING GODS AND THE NEW NY5 2020 RE51DENTIAL CODE R301.2.1.1 AND UTILIZED METHODS AND PROCEDURES YORK STATE STIPULATED IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 2X6 @ 16"O.G.STUDS AT EDGES OF ALL SHEATHING ENERGY CONSERVATION CODE. 2015 AMERICAN WOOD COUNCIL (AWG) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR OVERLAP BOX BEAM W/PLYWOOD SHEATHING AT TOP&BOTTOM 5UPERV15ION OR INSPECTION OF TH15 CONSTRUCTION PROJECT FOR ONE AND TWO FAMILY DWELLING UNITS AND ASCE 7. 4. DIMEN51ON5 SHALL TAKE PRECEDENT OYER 5CALED DRAWINGS 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.C. DO NOT SCALE DRAWINGS. GROUND SNOW LOAD: 20 P5F METAL STRAP WRAPPED DOUBLE TOP PLATE 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF ROOF & ATTIC: 20 PSF L.L. AROUND SILL.PLATE 15 P5F D.L. 28 DAY STRENGTH OF 3000 P51. 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. [/- 6. DO NOT BACKFILL AGAINST FOUNDATON WALL5 UNTILL FLOOR 15T & 2ND LIVING LEVELS: 40 P5F L.L. NAIL SHEATHING TO SILL PLATE 15 P5F D.L. 5Y5TEM INSTALLATION 15 COMPLETE. 2X6 AGQ TREATED SILL PLATES 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. WIND SPEED: 135 MPH A5CE-7 MWFR5-METHOD 2 516"X 12"ANCHOR BOLT @ 36"O.C.W/ AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE SEISMIC DESIGN CATEGORY: BWEATHERING: SEVERE WA5HER&3X3 BEARING PLATES PROVIDED AT ALL BREAKS IN ROOF LINES, GHIMNEY5, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. FR05T LINE DEPTH: 36"TERMITE: MODERATE TO HEAVY6. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND DECAY: SLIGHT DURING CONSTRUCTION. ICE SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER q. GONTRAGTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NAILING S C H E D U LE NECE55ARY TO PROTECT DE5I6NER, ENGINEER, AND OWNER. 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 2018 AMERICAN WOOL) COUNCIL (AWG) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE SIZED FOR COMMON NAILS REQUIRED IN EAGH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE 3-Sd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-5d (TOE NAILED) CEILING J015T/PARALLEL RAFTER 7-1 bd (FACE NAILED) CEILING J015T LAPS OVER PARTITION I-16d (PAGED NAILED) COLLAR TIE/RAFTER 2-Sd (EA. END 1-1/4" STRAP) WEST IDVEEK BLOCKING/RAFTER 2-Sc (TOE NAILED) RIM BOARD/RAFTER 2-16d (END NAILED) INNER TOP PLATE/TOP PLATE: 2-16d (FAGS NAILED) TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) WIND- BORN DEBRIS PROT CTION PLUMBING RISER DIAGRAM PLAN DESIGN BUILD STUD/STUD 2-16d (FACE NAILED) NOT TO SCALE HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/5TUD 2-16d (END NAILED) a"RooFVENT 1�ESIGN DR�ININGS BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) J015T/51LL, TOP PALTE OR GIRDER 4-Sd (TOE NAILED) GLAZED OPENIN65 TO BE PROTECTED IN ACCORDANCE WITH WEST GREEK BRIDGING/J015T 2-Sd (TOE NAILED) A5TM Elgg6 AND A5TEM Elbbb LARGE M1551LE TEST. 3" BLOCKING/J015T 2-Sd (TOE NAILED) 5TRUGTURAL PANELS TO BE PRE-GUT, LABELED, AND PO BOX 256 BLOCKING/511-1- OR TOP PLATE 3-16d (TOE NAILED) LEDGER STRIP/BEAM 3-16d (FACE NAILED) MAINTAINED ON SITE. NEW SUFFOLK, NY 11 q56 J015T ON LEDGER/BEAM 3-80 (TOE NAILED) BAND J015T/J015T 3-16d (END NAILED) PANELS SPANS < 4'0 W1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2"IDE BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) 1 1/2" PLYWOOD ROOF DECKING Sd @ 4" O.G. E06E5, @ 8" O.G. FIELD 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING 4TCH.S . LAV. W C' W'C' F7F(21(2 ENGINEER STRIP SHEATHING Sd (ONE/RAFTER) FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR SHOWER SECOND FLOOR PLYWOOD WALL 5HEATHING Sd @ 4" O.G. E06E5, @ 8" O.G. FIELD 55 5GREW5 W/ WA5HER5 AT 16" O.G. OVERLAP OPENING 4" 1 1/2" 1 1/2" 1 1/2' LONDON ENGINEERING PLYWOOD SUBFLOOR DECKING SD @ 6" O.G. EDGE5, @ 12" O.G. FIELD 0 0 0 0 3" 3" z' � P.G. 3 3.. 1755 51675BEE ROAD I MATTITUGK, NY 11952 I I FRAMING NOTES 1 1/2" I I 1 1/2" 11/2 1 1/2" 1/2" " 1 jig" 15SUE/REVISIONS �� 11/2 /2 W.C. 1 . ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCHLAV. o I I o WM STRUCTURAL GRADE #2 OR BETTER. I I SHOWER TUB SHOWER OR TUB FIRST FLOOR PERMIT SET 07.08.22 I I 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND L - - - - - - - - - J 2" 1 1/2 3, 3" 11/2° FLOOR OPENINGS OR A5 NOTED. 0 0 3" 2° EIC.O. 3 3" PROJECT 3. DOUBLE FRAMING, UNDER POSTS AND PARALLEL PARTITIONS OR A5 NOT TO SCALE NOTED ON DRAWINGS. TO HOUSE G�RLTON RESIDENCE 4. PROVIDE 50LID BLOCKING FOR ALL J015T5 AND FLOOR BEAMS AT PANELS SPANS 4'0 OR WIDER SANITARY SYSTEM MAXIMUM 8.0 FT ON CENTER. 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING W/2X4 2230 CENTRAL DRIVE 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. STRONG-BACKS @ 24" O.G. 51ZE TO OVERLAP OPENIN65 4" AND MATTITUGK, NY 11 q52 SUPPORT ALL HEADERS q.0 FT AND OVER WITH TRIPLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/#10X3" GALV. OR 55 5GREW5 ALL HEADERS SHALL BE SIZED AS NOTED OR MINIMUM OF 2-2X8. W/WASHERS AT 12" O.G. FASTEN STRUCTURAL PANEL TO 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. BUILDING W/ #10X3" GALV. OR 55 5GREW5 W/WA51­IER5 AT 16" O.G. AIR SEAL ALL EXTERIOR PENETRATIONS. FLA5HING TO BE PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, N.T.5 EXTERIOR DOORS, WINDOWS, DECKS, AND WHERE REQUIRED. 1°1 I°I I I 101 101 7. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS1 I 1 I I 1 I I 1 I 2X4 5TIFFENER5 I I I I II II I II II TO BE GALVANIZED. I°1 101 I RAY `{I I`4 G loal 101 I01 8. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I 1 1 I I I I I 1 NOTES & DETAILS METAL CONNECTORS BY 51MF50N OR APPROVED EQUAL. i I I I I 1 ASSEMBLE MULTIPLE SECTIONS �k:,.': "4ry. 1°1 1 ' I I 101 101 W/ 1/4" THICK BOLTS @ 2' O.C. q. NAIL PLYWOOD 5HEATHING WITH Sd @ 4 O.G. AT EDGE5 AND bd @ 1 1 101 12" O.G. IN FIELD I I I I I I I I I I r� 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALV. 101 101 o oil 6,a, HURRICANE TYPE CONNECTORS. NOT TO SCALE Com } "`�•s `"�}, ro?%e 11 . MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER j� in O.�Ic�p �',��yy �� MANUFACTURES RECOMMENDATIONS. ALL J015T5 GIRDERS AND HEADERS TO HAVE BEARING STIFFENERS AS PER MANUFACTURER. 43'-10" 8068 3030DH 3030DH O - - NI N 14'-0 1/2" 1 1 BATH N I I d ! v 2oba m BEDROOM #2 1LAUND o n REG. ROOM L m 3068 O 1 m o 20'-9" N - /5-01/2" 20 UP v`Y'Il I - - - - - - - II UP- 1,;'-5 3/4" 13-13/4" GARAGE BEDROOM #1 =r , E�� 42' uP . m " L— — — — — — — SECOND FLOOR DECK \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — -7 C-D uEK \ 16168MU 6068 / WE SJ \� CC / m i PLAN I DESIGN BUILD I \\ DINING ROOM KITCHEN � _ BEDROOM #3 // I DE516N DRANINGS EXISTING EIRST FLOOR PLA \ 16'-b" 10'-11 15' / I NE5T CREEK SCALE : 1/4 - V-011 I \\ // I PO BOX 256 NEN 5 U F FOLK, NY 11 q56 \ 2668 Ll 26688068 e \ c1 " - in I FIREPLACE - - - - - - -_ - - - - �. .- - - - - � G05ET Q I J.�I�GINEER m11'-2" \ I LONDON ENGINEERING, P.G. 2068 co 1755 5165BEE ROAD MATTITUGK, NY 11852 BEDROOM #4 / 1-11BATH \ N LIVING ROOM — — — — V \ b b'-11/4" 10=113/4" I 155UE/REVI5IONS Ln \\ I PERMIT 5ET 07.08.22 / ENTRY N .O 1 /i \\ o m / 36 \ I .PROJECT - - - - 1 - - - - 30DH 6030MU I \ I CARLTON RESIDENCE - - - - - - - - - - - - - - - - - - - - - 2230 CENTRAL DRIVE R90F LINE 7 EXTERIOR MATTITUGK, NY 11 q52 ENTRY PORCH UP UP 1 /411 = 1 ' 43'-10" DRANING EXISTING FLOOR PANS y6 ti: EXISTING SECOND FLOOR PLA SCALE : 1/4" = V-0" p�OJECT NORTH P � i (jF ,a, 43'-10" EXI5TING FIRST FLOOR 5LAB AND TILE FLOORING 1 1 21 IUNDER-5LA�j RA15ED FL�iOR 5Y5TEM: I TO BE DEMOLISHED I I I I IN5ULATIONI 2X4 PT 5LEEPIEIR5 ON 5LAB 11 11 I Iq-1/2" TJI/230 @ 16" O.G. I MOOR J015T5 > KEY II II II i OUARE FOOTA EXCAVATE TO ELEVATION 1 1 2" MHK. POURED 1 3/4"ADVANTEaOH 5UBLOOR 1132 S F FIRST FLOOR OF FOUNDATION i i GdNGRETE SLAM MINERAL WOOL INSULATION O I - — — — II Ni#10/#10NNmI 11 1085 SF SECOND FLOOR WALL FOOTINGS (�30 ) I I 1 1 1 1 I I a@ EXISTING BLOCK FOUNDATION NTHICKENED 17 SF TOTAL GROSS HABITABLE 10 DEEP X16" IDEL- � 11 - - - - - - - - - it - - � _ - - - 5ET ON UNDISTURBED 501E W/(2)#5 BEAR IIVGYVACL= GONTINUOUSREBAR(TYP.) I II I - - - - - - - - - - - iIJ `s — — — — 576 SF DECK & PORCHES � - - - - - - - - - - - - - - - � II I II ISI- - - - - - - — — — — — o NEW POURED CONCRETE FOUNDATION N - - - - - - - -Bi`AR1N YttAtt- - - - - - - - - - - I U �LL _ -BE7�RiNG-^UCLC - - ry — — — — — — — — — — — — — — — 1I J I I II II I 1 1 1 1 DEMOLISH BLOCK MALL II II � � — - - - - - - - - - _ STI - - - - IMAMN-0 YVAL_t 7- - - - - - - -, BEARING WALLS li lil ( �- - - -, 11 r- - - - - - - -t+- - - - -I� CONTINUE DONN 11 I II I 111 I it rIJ— - - - - - - L - - - � TO 5LAB FOOTINGS L LL - - - - - NEW WALL I I I I I I I I I I I I I DEMOL15H BLOCK WALL TO BELOW NEW GRADE ELEVATION POINT LOAD II I III II II I , Li ij II II II II II II II II ry II II II II ry I I VX16" POURED GONG. FOOTING PIN NEW FOUNDATION I I PROVIDE 51MP50N PIN NEW FOUNDATION 5ET ON UND15TURBED 501L N/(2)#5 \7Z TO EX15TING i I I #LU528z(TYP.) TO EXISTING GONTINUOU5 REBAR 43'-10" 2X8 TR.NO. LEDGER BOARD 4' HIGH X b" THK. POURED GONG. BOLTED w/ 1/2"LAG5 I I I FOUNDATION WALL N/#5 REBAR @ 32"O.G. 5TAGGERED I I 2X8 @ 16"O.G. TR.NO.J015T5 @36" O.G. EACH NAY N/36" SPLICE EPDM & COPPER FLA5HING I _ I 12" DIA.X 3' DEEP E N/LIQUID APPLIED DAMPROOFING EST � L _ (2)2X8 TR.WD_��IROER —J CONCRETE FILLED SONO TUBE(TVP.) (2)#5 CONTINUOUS REBAR TOP OFNALL 43'-10" PLAN DESIGN BUILD CANTILEVERED FLOOR J015T FOR ABOVE KITCHEN AREA(TYP.) OF 1/2" 5' 1 1/4" 13'?3/4" 7'-0 1/2" E 5 I G N D RAkN I N G 5 LINE OF CANTILEVERED KITGHEN AREA ABOVE�\r — — — — — � _ _ � OUTDOOWR R !TEST CREEK E5CAFb04q T E5GA3049 L T `� SHOE EOURDATION PE5GAP6020 T ESGAP3020 T E I 8 X R E5 640 �, 1 11 E55PD60610 O ESGAP30610 T SCALE : 1/4 = 1 0 = (2)913'-3 1/2" LVL HDR. (2) ! I (2)9-1/2"LVL HDR. PO BOX 256 LVL Hbk. 4HOYVER 1-7 m _L 1/2" 2'-1" ' ' ' ' I I KEY- k J I 66"f6"TUB 2 NEN SUFFOLK NY 11956 1 1 13'-9 1/2" m Lnr � i i Ul m L----------J LL tu t BEDROOM #2 r -- ------- '- -------------ry ----- ' o DEMOLISH WALL I ; r o _ I BATH III GUEST I _ _ _ _ _ ENGINEER co i i ox (TILE FLOOR) I I 'ted SUITE O ,fl �— _ _ _ m LONDON ENGINEERING, P.G. Ll'-4" O v I (2)?-1/41'CVL � I I r' � '-' z x 1 I BEARING WALL ABOVE in O FLUSH�jAM x I� o 11 0 0 1 111 BEARIN YVALL ABOVE I v Z ® 1755 5 I G 5 B E E ROAD w o o I cl o o I 112' 11'-9 1/2" BEARINOViALL W NEW 2X6 EXT. WALL M�TTITUGK, NY 11952 r r J � I L �y ------------------- m o - ----- ----------------BEARIN6YJALL n----- BEARING YWALL--------------- 30x80 ---- - ---f---------------- --------- - 30x60 NEW WALL ry (2)2X8 OF HDR. ( 2X8 DF HO o O 7-1/4"LVL LUSH YV/(2) 1/2"X1" T . PL. r 11'-4" = 3'-10 1/2" 74 d, N ISSUE/REVISIONS ------- ---------- ------------- ------- ----r �� r - -------� ; 8'FIRST FLOOR GE!LINGS u,l `r ?'-�1, ui m, r WOOD FLOORS ry PERMIT 5ET 0 .08.22 m ; ; ; ; ; ; m 23�3 �o `� EXISTING EXT. WALL h (TILE FLOOR) (3) -1/4 LVL F (2)2X8 OF HDR. (2)2X8 OF HDR. _ --+' 32x60 I 32x80 —, I �^ (W/ NEW OPENINGS) REYI5ED 10. 11.22 � Iv - - z o —UP — —�; I 2'-2"4-2'-2" I _ _ B RING YVA I {- V� T w BEDROOM #1 m --� - r-- -- , , , I= W ry > m I� I LJ I IIIA BEARING LL Ix POINT LOAD PROJECT J N iv ; , BEARINC.7 1J 4'-4" V-2 1/2' Q o: WALL ABOVE LL W r r; ; UP I I J MUDROOM/ J X GA�RLTON RESIDENCE I ; ; °rME (2)1-1/4" LVL ; ; `H` I LAUNDRYQ, DENOTES 3'-31/2" UNDER, 1 ; ; ROOMr (TILE FLOOR) r 2230 CENTRAL DRIVE -------------------- ---------------------- ----- --- -- - ----------- ---�--- -- ---------- -- -- __DRYER_ Y�CSHEK- --------i----- ----------- --------- v W m EGRESS NINDON/DOOR MTTITU GK, NY 1 1 952 STAIR-STORAGE----- --- - „ - -- 12'-61/2 � (2),,11/2"LVL HDR. (2 h-1/4" VL HDR E56AP5426 ESANN2626 E5A4NN3626 OCT 1 `8 2021 SCAL T-6 3/4" 33'-5 3/4" 2'-9 1/2" 43'-10" 1 /411 1 ' DRAINING FOUNDATION PLAN :r�;• *"�' k, FIRST FLOOR PLAN ' •fir, • Pu,..�'? $' fry. . IRST FLOOR PLAA;i N PROJECT NORTH „ = 1,_0„ � SCALE . 1/4 UP UP 42' 43'-10" 17'-0 13/16" 13'-6 11/161, 13'-2 1/2" EXISTING A DECK 8'-b'118" b'-3 15/16" b'-9 3/8" 6'-9 5/16" 5' 11" 7'3 1/2" ry ESCA2636 R ESGAP1836 — 021/16„ — — - - _ - - - - - - - - - - - - — DW 0 7" ESGAP41610 T 50AP41610 T ESSP0606 OX I; ;I -- E55PO60610 OX` E5GAP30610 T 3-1/2"X 11-7/8" P5L I R. 9-1/2" PSL FLUSH HDR. R. 3-1/.2,,X 9-1/2" P5L HDR. u, II 12'-711/16" I KEY 29'-101/2" II A z > ; ; ; Q, m r---------� E:w - - R ; Q z i m L----------J ~ , W� DEMOLISH 1NALL w � � 00 � �- - -� m C I� 'I I - 2X6 @16'O.G. G.J. DINING AREAi i N - O O CV N__77 A �I KITCHEN ry � �� y r R m MASTER m Q I NEW 2X6 EXT. WALL 23'-0 1/2" 6'-10' t ; BEDROOM m W I 0 J. I I -- II 9' CEILING HT. - -� REF. NEW WALL )=XISTING FIREPLACE 3'_2" ' ' _ WOOD FLOORS L- - --------5-b 1l2". ------ -----------7'-4 1/2"__-- L--------- -------------- ----------- ---- ---------------------- ----- — — L W — I -IT — — — — — — — — — EXISTING EXT. WALL ry ALL5 TO BE I . PULL DOWN j m WOOD LOORS ' ' 28x80 ►, I DEMOLISHED ATTIC5TAIR m I (W/ NEW OPENINGS) - a- ---------- 1------------ --------- L`�'------ ---3'-6 1/2"--- 3'6 1!2' -- I o ry I ---- --- - -- ------------ ------ --------- ------- --- ----- r�- ,�--- � 30x80 I 1 w /2" 3'i 9 1/2"—*—3'-9 1!2" I DN � I I o :QST l��� LIVING ROOM o Iw 7,7„ I ° 2X6 @16'O.G. G.J. ;fl LL. � � - - - i I PLAN DESIGN � BUILD 1 �� I 1 1 I I I _ Nul RAILING DN ; ; 4 8 (;l ILE FLOOR) o w ° WALL WALK-IN I I 1 2' I ' 4'-41/2" ;6.2" L - CLOSET ry I 18'-1 13/16" 13' 1011/16" 14'-51/2" 1 1 DESIGN DRANING5 I I 1 1 Z - jj --- ____---- _________J __-m i d NEST GREEK 3 1/ "X 9-1/2" P5 DR (2)1-1/4" L L HDR ; (2)9-1' " LVL HDR (2)9-1/2"LVL HD I `j fir- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = e - EPDM I I PO SOX 256 ESGA2636 2W E5GAP5936 T ` L E5GAP61 310 T E5GA30310R ELIF03610 X L ELIFD1810 0 __ __ __ _ _ _ _ I I FLAT ROOF X I I - E5GA5230T- r- - - - - - - - - - - - - - - - - - - = = - - - - = - " - - - - - - - - -- - - - - - - - - - - --- NY - - - - - - - - - - - - — - - - Ir' , - - - - - - - - - - - - 3-1/2"X11-1/2" P5L FLUSH HDR. @R.R. - - - - - - - - - - - - - - - - - - - --� I NEIN SUFFOLK, NY 111156 8'-1 1/2" 11'8" 13'-0 1/2" II II ENTRY I I I I � PORCHI I I ' ENGINEER 11 II OC II ON ► I I I LONDON ENGINEERING, P.G. II 12 I ' 4� 1 155 5165SEE ROAD l i ASPHALT 5HINGLE TVP. w �j II II MA�TTITUGK, NY 111152 14'-9 112" a' 10" 20'-2 1/2" i I REMOVE HIP END XREMOVE HIP END I i 43'-10" INFILL K 2X6 GABLEINFILL W/2X6 GABLE I I .y RAFTERS TO MATCH �� RAFTERS TO MATCH I I i I EXI5TINGEX15TING I 1 .4 155UE/REVISIONS II `• II II PERMIT 5ET 07.08.22 � II II � II II ry II II PROJECT II II CARLTON RESIDENCE ..�ELOND FLOOR PLAN, II ii d ASPHALT 5HINGLE TVP. SCALE : 1/4" = 1'-0" o 2230 CENTRAL DRIVE � II 12 4 N I I w u II MATTITUGK, NY 111152 � II II xCA II II II i I SCALE II II II II 1 /4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - - - - - � DRA KING 5EGOND FLOOR PLAN .ROOF PLAN ROOF PLAN. A.• 4 x � SCALE : 1/4" = V-011X'o A3 .�.4 NEW ASPHALT ROOF 5HINOLE5 EXPANDEO 'BUMP-OUT' AT KITCHEN EXISTING DECK HARDIE PLANK HORIZONTAL 510ING 15T FLOOR INFILL BELOW EXISTING 2ND FLOOR CANTILEVER NEW ENTRY PORCH & STAIRS i MUDROOM ENTRY - - - - - - - - - - - - - - - - - - - - - - - - -i u- -� - - - - - - - - - - - - - - - - - - - - - - - - - EAST ELEVATIQ WE-ST__-,C-uvr..j-EK SCALE : 1/4" = 1'-0" PLAN DESIGN BUILD DESIGN DRANINGS NEST GREEK PO BOX 256 NEW SUFFOLK, NY 111156 EXPANDEO 'BUMP-OUT' AT KITCHEN ENGINEER NEW ASPHALT LONDON ENGINEERING, P.G. ROOF SHINGLES 1755 SIGSBEE ROAD MATTITUCK, NY 111152 EXISTING BRICK CHIMNEY'WRAPPED' Ll W/510ING ISSUE/REVISIONS PERMIT SET 07.08.22 EXISTING DECK PROJECT HARDIE PLANK CARLTON RESIDENCE HORIZONTAL 510ING --- 2280 CENTRAL DRIVE TH MATTITUCK, NY 111152 1 /4 OUTDOOR SHOWER REAR ENTRY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- -J DRANING ELEVATIONS NORTH ELEVATIO SCALE : 1/4" _ V_011 � �&^ 4f>{�. � �¢ . xA4 EXISTING BRICK CHIMNEY'WRAPPED' W/SIDING NEW ASPHALT ROOF SHINGLES EXPANDED 'BUMP-OUT' AT KITCHEN HARDIE PLANK EXISTING DECK HORIZONTAL SIDING 15T FLOOR INFILL BELOW EXI5TING 2ND FLOOR CANTILEVER Ll ILI NEW ENTRY PORCH & STAIRS ri - - - - - - - - - -, - - - - - - -i ,- - - - - - - - - - - L - - - - - - - - - - - - - - - - - - L - - - - - - - - - WEST El FVATION 11WEST ivuEK SCALE : 1/4" = 1'-0" PLAN I DESIGN 1 BUILD DESIGN DRANINGS NE5T GREEK PO BOX 256 NEM SUFFOLK, NY 11 q56 NEW ASPHALT ROOF SHINGLES EXISTING BRICK E N G I N E E R CHIMNEY'WRAPPED' MSIDING LONDON ENGINEERING, P.G. 1755 5165BEE ROAD MATTITUGK, NY 11 q52 ISSUE/REVISIONS HARDIE PLANK 'FR PERMIT 5ET 07.08.22 HORIZONTAL SIDING EN 'k rill 11 PROJECT GARLTON RESIDENCE 2' SOUTH EXPANSION ON FIRST FLOOR 2230 CENTRAL DRIVE ELIMINATES EXISTING 1ST FLOOR INFILL BELOW EXISTING OVERHANGING 2ND FLOOR 2ND FLOOR CANTILEVER MATTITUGK, NY 11 q52 NEW ENTRY PORCH & 5TAIR5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 /4" - 1 ' D RAMI I N G SOUTH ELEVATION, ELEVATIONS SCALE : 1/4" = V-011 A!ji Qar:Ft`�� ,♦ ,_.gip! , �, �r NEN ASPHALT ROOF SHINGLES VENTED RIDGE GAP (TVP.) TOP RIDGE OVER DECK ARMOR UNDERLAYMENT (4) 1/2" BOLTS QE ON EX15TINO PLYNOOD AND COLLAR TIE (6) 5IMP50N 5OV45 3" 50REW5 — iv 2X6 RAFTERS (TYP.) TOP RA15ED RAFTER cz R TOP 2ND FLR. PLATE to AIBED 2X6 RAFTER TIE EXPAND EXI5TING `BUMP-OUT' AT KITCHEN X �- EXI5TING DECK— m DINING AREA LIVING ROOM NEN ENTRY PORCH EEK TOP 2ND FLR. WESTC"DV — — — — — — — — — — — TOP 15T FLR. PLATE PLAN I DESIGN BUILD DESIGN DRA61NG5 NE5T GREEK RA15ED q-1/2" TJI FLOOR PO BOX 256 5Y5TEM ON 2X4 PT 5LEEPER5 NEkN 5UFFOLK, NY 11 q56 FOR MECHANICAL5 BEDROOM #2 BEDROOM #1 TOP FOUNDATION - - - - - - - - - - - - - - ENGINEER 2" THK. POURED CONCRETE tl - _. — — — — — — — — — — — G N ! I ; , TOP RA15ED FLOOR �, O DON ENGINEERING P.G. ' d 1 _....._ SLAB N1 10/#10 Y�ll�lM #. I. Dlf� G � : : I I , : , i i t i _..____I ................ I _.._...: _._ .i ___ - _ i GONGRETi5 FI .UEI7::::....._::: I 1 II II ! I —, I �I — I 1 ! TY I� — I: , - cv 1755 51G5 ROA OVER 2� INSULATI N _ : MATTITUCK NY 11 g 52 7 _ 7 I , L_ J. j ! I i e .I P 'A F - i , SEE L N5 OR it . - : i ! 1I— _ _I I DEMOLI H E :15TING ; ; , ! I I . : i I i : . ! ! : . i ! I i I ! -- I i , _! -- ------i ---I — — --- ---i - -....j i —--i - ---I i I._..._f - ............. ! i , � '_ .. .r'. i.l I ��.. �.;�� ' i�'... S..'...., '. i !�� ! � � ! I i � 1 11 FOOTING ,DETAILS I . . I :.. ... X HK. POURED GONG. ISSUE/R I 4 HIGH 8 T BLOCK, FOUNDATION _Y'�I�LL . I _ _ � _ . _ __. . � .............L. ... ,._ IONS I I I f I I I � , i ! I ... .; _. . :........... i ._......_ ; !..._...._...! ! .__....., .___._.i .................I � -__... ...._ ;..........._..._1 ! ._._ ....I ,...... : � �I - ........._..__.f I� I I � 1 I i_.._..._..... .__.............i I :-.._....._.....� i. 1 EXI5TING BLOCK FOUNDATION I , 0 BELON NEM GRADE I ; I , FOUNDATION �IAcLL Yell #5 REAR I_ i i i I I PERMIT BET 01.0b.22 i : I i 8 X16 POURED GONG: FOOTING I l I ; �� �� _.... :.3............... :...._....._... ....... _..._......... I_.. :. ............ :.:...._�......... .. :.L_.........�.. .......... ...._..... :.�.............�.. ..._...... .._.._.... _......... ............ ........... .._._.... ....._. ..._ 1 i I I i I I i i t i i 1 I I L. l _ 36 O.G. EACH NAY hl/3 SPLICE -..NOTCH FOR LONER NINDOhI _ _ I -. ; ,_._..... @ 6 I ! ET 4/ . UN1�15 RB � =5 IL _ -'#5 AND 000 RYIAYS I . ........ .. : : .._. : J 11 N1 LIQUID APPLIED DAMPROOFING _ CON BA CONT R ......_.... _ _..._. i ._.._.._..._ --...._. _......_ - - __. _._.. - _ _ I - - PROJECT ---._ ..._.. .. ._. ._. ......_.. ... ._._. ..... .... ............... .........__. ._._.. _.. ....... ......... ..__....._ .__....._..... 1 ............... ..._.......... e i..._..........::. ._:.---....__ :....._.......:.- _--..__.... ....._.._...., ►_ _ .... j I. ............ i I I f I 1 i 1 I i 1 I 1 i I f : i ; UOUS REBAR ARLTON RESIDENCE i I --- - — i —-—-- is TOP OF MALL 2230 CENTRAL DRIVE MATTITUCK, NY 11 g52 2-1/4" IMIDE X q-1/8" HIGH LEDGE AT IN51DE TOP OF FOUNDATION 5TEM NALL 50' X 12" ANCHOR BOLT5 @ 25" O.G. AT VEND ZONE5 AND 30" O.G. AT INTERIOR ZONE5 N13X3X3/16" D -,,ENING METAL YNA5HER SECTION 12" FROM EACH CORNER 1ILDING A6 SCALE : 3/8" = 1�_0�� 1p. �� ® � A-