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HomeMy WebLinkAbout49833-Z ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o °" 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#: 49833 Date: 10/4/2023 Permission is hereby granted to: Kasschau, Eileen 162 Demott Ave Rockville Centre, NY 11570 To: Construct addition to existing single family dwelling as applied for, per ZBA#7681 and Trustees #10396 approvals and DEC letter of nonjurisdiction. At premises located at: 5800 Vanston Rd, Cutcho ue SCTM # 473889 Sec/Block/Lot# 118.-1-1.2 Pursuant to application dated 8/22/2023 and approved by the Building Inspector, To expire on 4/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $327.60 CO-ADDITION TO DWELLING $50.00 Total: $377.60 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 htWs://www,southolidtownny.gov Date Received APPLICATION FOR BUILDING PERMIT H For Office Use Only J P k PERMIT NO. Building IruSpecoc. W 0 Applications and forms must be filled-out in their entirety.Incomplete applications will not be accepted. Where the Applicant is TOWN Owners Authorization form(Page 2)hall be completed.not the owner,an M Date: OWNER(S)OF PR PERTY: Name: Vl SCTM#1000- ���`�� ` •Z 4 Projekt Address Clyw, N"I k k Phone#: Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: \ko L V- RU T 1 IZ,_ �� Tk, P t '' Phone#: 5��0 1-3- , J,V Email:, ►�U�`�02 w » DESIGN PROFESSIONAL INFORMATION: 1 r Name: IMVl2.\S `l4 Mailing Address: iN 1�3� 3 Phone#: U,q o Mit ilin IlkEmail: =54 -�6e Mook CONTRACTOR INFORMATION: Name: " V�. Mailing Address: ` CAlI100RAIII, VV Phone#: �" �� �S�G`l-Z Email; Q- U •c4 l; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes I(lo Will excess fill be removed from premises? ❑Yes PqN0 I 1 r, PROPERTY INFORMATION Existing use of property: ` 11 Intended use of property: Zone or use district in which premises is sit ated: Are there any covenants and restrictions with respect to this property? Dyes�No IF YES, PROVIDE A COPY. Check Baox,Afteir heading: The ow ner/contr actorldesign professional is responsible for all drainage and storm water issues as provided' by Chapter 2336 of the Town Code. APPUCATIONNI Is HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the'Ruildin$Zone Ordinance of the Town of Southold,Suffolk,�Cdun%New Yorly and other appiicabte lavas,ordinances or Regulations,for the.construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,. housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessaryinspection$,False statements;rnade hbreinark Punishable as a Class A misdemeanor pursuant to Section'210 AS of the New York state Penal law.. Application Submitted By(print name): I k,IXICA � ❑Authorized Agent wrier Lo Signature of Applicant: - Date: 13r " STATE OF NEW YORK) SS: I COUNTY OF S ) being duly sworn,deposes and says that(s)he is the applicant -- (Name of individual signing contract)above named, (S)he is the ( p c.) Contractors Agent,Corporate Officer, et _ owner or app�" ;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 lin the manner set forth in the application fJ ''eA&EW KASSICHAU NOTARY PUBLIC-STATE OF NEW YORK Sworn before me this No. 02KA0007603 Qualified in Nassau County day of Ill 20�4. MY'+Csitttisi n Ex . ., _ Notary Public PROPERTY OWNER AUTHOFi1 O (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Signature Date Print Owner's Name 2 m BOARD MEMBERS o Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Lgeglio : Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ` 54375 Main Road(at Youngs Avenue) Nicholas Planamento coU Southold,NY 11971 v http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS v TOWN OF SOUTHOLD Tel.(631)765-1809, Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF OCTOBER 20,2022 ZBA FILE:#7681 NAME OF APPLICANT: Eileen Kasschau PROPERTY LOCATION: 5800 Vanston Road, Cutchogue,NY 11935 SCTM# 1000-118-1-1.2 a%QRA DETERi'w�INATIC : The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COIJ�I'TY AD 1:INISIRAT1 ±'E CODE; This application was referred as required under the Suffolk y_ County p gip its reply Count Administrative Code Sections A 1.4-14 to 23 and Suffolk C'o�an Department of issued dated 5/2612022 stating that this application :s considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L+,/RP DETER "IINA1 IQN: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 29,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LVWRP does not comment on the additions to the home. The INCONSISTENT rating is based on the fact that the existing configuration of the deck and shed does riot match what was approved on Town Board of Trustees Wetlands Permit 4598 issued in 1999. Based on the fact that the proposed additions to the house are within the existing building's footprint the proposed additions and alterations are CONSISTENT with the LWRP. PROeERTY FACTS/DESCRIPTION. The parcel is a non-conforming 3°9,578 square foot waterfront parcel located in an R-40 Zoning District, The parcel runs 160.42 feet of bulkhead'frontage along Great 1'econic Bay to the west„ runs 222.02 feet and 34.37 feet towards Vanston Road, runs 26,78 along Vanston.Road, runs 206.24 feet along the easterly property line,and 211.44 along the southerly property line. On the East side of the parcel there is an easement. along the asphalt/'stone driveway. The parcel is improved with a two-story frame house and garage, an inground swimming pool witha state patio,a slate walk, three woods decks, a"frame building"stairs, and a wood bulkhead. All is shown on a survey prepared,by Howard W.Young,L.L.S.,last revised June 16, 2022. BASIS OF APPLICATION: Request for Variances from Article :XII, Section 280-115A(l) and. Building Inspector's .May 6, 2022, Amended ,lune 22, 2022 Notice of Disapproval based on an application for a permit to legalize "as built" accessory decks and shed located seaward of the top of the bluff,and to construct additions and alterations to an existing single family dwelling,; 1) dwelling located less than the code required 100 feet from the Page 2,October 20,2022 #7681,Kasschau sc-rM No. 1000-118-1-1.2 top of the bluff-,2)three (3) "as built"decks located less than the code required 100 feet landward of the top of the bluff;"3)"as built"frame shed located less than the code required 100 feet landward of the top of the bluff; located at: 5800 Vanston Road,(Adj.to Great Peconic Bay)Cutchogue, Y. SCTM No. 1000-1 ELLIEF R5Q ESTED: The applicant requests a variance to make additions and alterations to an existing single- family dwelling located 67.2 feet from the top of the bluff where,town code requires a minimum 100-foot setback from the top of the bluff. The applicant also requests avariance to legalize a 10.4 ft.by 8.1 ft.as-built shed addition and to legalize three"as-built"decks/deck additions all located seaward of the top of the bluff,where the Town Code requires a minimum 100-foot bluff setback. ADDITIONA1 jjjjQRMATION, On February 25, 1999,the Southold Town Board of Trustees issued a Wetlands Permit#4958 to allow the replacement in-kind 7 ft.by 8 ft. shed,a 6 ff by 20 ft,deck and steps,all shown on survey by Joseph 'Ingegno,L.S. last revised January 22, 1999, The applicant testified that he had replaced the deck boards as part of maintenance. At the time of doing maintenance on the permitted deck and shed, the,applicant expanded the decks and stied without the benefit ofa building permit or wetlands permit The stied was expanded to 8.1 & by 10.4 ft.,therefore,the improvement is not characterized as an in-kind replacement. LC FINDINGS-OF FACT/ I.LON The Zoning Board of Appeals held a public hearing on this application on October 6,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1, Town'haw,§267�b(Ub)( Grant of the variance for top of the bluff setback for the dwelling will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood consisting of single-family waterfront homes. The proposed additions to the dwelling will be built above the existing garage and are within the footprint of the legally existing dwelling. Grant of the variance for the"as-built"shed addition and the"as-built"deck additions seaward of the top of the bluff will produce an undesirable change to the character of the neighborhood because bluff areas are environmentally sensitive and improvements should only be constructed with Board of Trustees approval, , 1 The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house sits 07.2 feet from the top of the bluff-, therefore, any additions and alterations will require the benefit of an area variance. The`"as-built'' deck and shed additions have an adverse environmental impact on the bluff and therefore cannot be expanded without variance relief However,the applicant can apply to the Southold Town Board of Trustees for an amended wetland permit to legalize the enlarged improvements seaward of the top of the bluff that were previously approved in Wetlands Permit #4958. 3, Town Law §267-k(j)LbjU3 . The variance granted herein for the additions and alteration is mathematically substantial, representing 33% relief from the code, However, the alterations are proposed to be above an existing garage and will not change the footprint of the house. Tile variance denied for the deck addition and shed addition are mathematically substantial representing over 100%relief from the code. 4. Town Law§267-1 3)(b)(4). Evidence has been submitted in the LWRP comments cited herein to suggest that variance relief for the enlarged as-built deck and shed additions in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. No evidence has been submitted to suggest that a variance granted for the proposed additions and alterations to the house will have an adverse impact on the physical or environmental conditions of the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,October 20,2022 #7681,Kasschau SCTM No. 1000-118-1-1.2 5, Town Law 267-b 3 b 5 - The difficulty has been self-created. The applicant'purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law§267 b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a home addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief for the as-built shed and deck addition is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a bigger shed and deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. USOLUTION 01 THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for the second story addition to the house, above the garage, and shown on the Architectural Drawings prepared by Samuels and Steelman,Architect dated November 19,2020. And to DENY as applied for the"as-built"accessory deck additions and"as-built"shed located seaward of the top of the bluff. SUBJECT TO THE p+p ,l,0WI 4G CONDITIONS: 1. The Applicant shall submit an amended site plan stamped by a licensed professional showing only the variance relief granted herein,for the 67.2 feet top of the bluff setback from the dwelling. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board qfAppealsfaflure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviationfi-om the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation ftom the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above,such as alterations,extensions, or demolitions, are not authorized under this application when involving nonconforinities under lite zoning code. This action does not authorize or condone any current orfuture use,setback or otherfeature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IWORTAN I TTIME LIMITS ON THIS-APPROVAL Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, Page 4,October 20,2022 #7681,Kasschau SCTM No. 1000-118-1-1.2 grant an extension not to exceed three( )consecutive one(1) year terms.IT IS THE PROPERT'" OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUERED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Acampora,Dantes,Lehnert,Planamento, Chairperson Weisman.This Resolution was duly adopted(5-0). af4eisman, Chairperson Approved for filing 14 I /2022 5. BOARD OF SOUTHOLD TOWN TRUSTEES " SOUTHOLD,NEW YORK a . P PERMIT NO. 10396 DATE: JUNE 14,2+ 23, x.. ISSUED TO: EILEEN KASS'CHAU PROPERTY ADDRESS: 5800 V STON ROAD CUTCHOCUE � k ` SCTM# 1000-118-1-1.2 AUTHORIZATION Pursuant to thep rovisions of Chapter 275 of the Town Code of the Town of Southold and in � accordance with the,resolution of the Board of Trustees adopted at the meeting head on .lunm~ l4.2QL3, and in consideration of application tie in t&me earn of 54)C1.30 paid l y l t'� g_Kassc9i a and subject to the ernes and Conditions as stated in the resolution, the Southold Town hoard of "Trustees authorizes and permits the + following: .' Wetland Permit for the following as-built structures: as-built 2.5'x71' (177.5sq.ft.)slate ^y +' stepping stone walkway with 35 slate stones; as-built 41x4' (16sq.ft.)slate staircase with three r,. (3)treads and four(4) risers; as-built 28 linear foot by 1' (28sq.ft.)long-rock wall adjacent to y slate staircase; as-built 1.5'x19' (28.5sq.ft.) slate walkway; as-built 2.750.5 (9.63sq.ft.)upper wood staircase; as-built 3.25'x10.0' (32.5sq.ft.) upper wood walkway; as-built 3.3'x3.2' (10.5sq.ft.) upper wood staircase; as-built 4.41x10.0' (44sq.ft.) upper wood landing,;as-built 3.3'x15' (49.5sq,ft,) mid wood staircase; as-built 7'x7:3'(51.lsq.ft.) and 3.0'x3.25' (9.75sq.ft.) lower wood landings; as-built 29"x11.7' (33.93sq.ft.)lower wood staircase,for a total of f, 241sq.ft.of stairs and landings; as-built raised wood deck and shed, remove 7.4'x8' (59.2sq.ft.) of existing building and 3.2'x7' (22.4sq.ft.) of adjacent existing deck,remove approximately ' 3'x8' (24sq.ft.)of existing deck; proposed re-framed shed will be 7'x8' (56sq.ft.); remaining existing deck will be no more than 6'wide with 99sq.ft. of deck to remain,except for small section between staircase and retaining wall; as-built 4.33'x5.25' (22.73sq.ft.)staircase to lower deck; as-built 10.4'x57' (592.8sq.ft.)lower wood deck at bulkhead; remove 10.4'x48.5' (504.4sq.ft.)of lower wood deck with 10.4'x8.5' (88.4sq.ft.)of lower wood deck to remain; as- built cantilevered 3.6'x4.5' platform off bulkhead with 3.3'x7.4'steps to beach; for the second set of as-built 164.3sq.ft.bluff stairs:3.31x9.6' (31.68sq.ft.) upper landing to 3.3'x6.5' (21.45sq.ft.) upper staircase to 3.3'x3.5' mid landing to 3.3'x10.7" mid staircase to 3.3'x3.9' ., (12.87sq.ft.)lower landing to 3.3'x11.5' (37.95sq.ft.)lower staircase to 3.3'x4.1' (13.5sq.ft.) ° lower deck at bulkhead with steps to beach; existing 20.5'x38.2' in-ground pool with as-built a 1,041sq.ft.slate surround patio; as-built 91 linear feet of slate retaining wall on northerly sides; b: M '" as-built slate staircase with five(5)treads and six(6) risers; pool equipment area below grade south of patio; as-built 91 linear foot long concrete retaining wall along westerly and northerly sides of pool; as-built 95 linear feet of wood retaining wall along southerly and easterly sides of pool; 113 linear feet of metal vertical ballister pool fence along westerly and northerly retaining ' walls; 141 linear feet of 4' high chain link pool fence along southerly,easterly and northerly a P P g p. 1 f e sides of ool; total ool fencin is 254 linear feet, open 4x5 outdoor shower wood base; or th A b, r ,s " t P� PERMIT#10396 ' f EILEEN KASSCHAU z �d r, o' existing 3,2'10sq.ft. two-story dwelling connected to drywells with a 8.3'x38'seaward side covered porch connected to lower grade by two(131x3.8'stairways; 6'x10.2' open covered porch and 8'x8'side entry open covered porch;seaward 10.6'x8' open deck and 7.9'x11' stairs from . , first floor level down to basement level; 588sq.ft.stone terrace at grade; existing"L"shaped 64' long masonry retaining wall supporting the 1,020sq.ft.parking area paved with gravel on asphalt and drained to drywells; a 61x46' stone walkway; a 1,459sq.ft.,gravel on asphaltr`. driveway drained to drywells leads down to garage supported on one side by a 35' long u.. masonry retaining wall; and HVAC condenser units enclosed by a low fence;and to construct a 13.1'x24.1' addition over an existing basement level garage; and as depicted on the survey . prepared by Howard W.Young Licensed Land Surveyor,received on March 22,2023,and stamped approved on June 14,2023; and the site plan prepared by M.A.Kimack,received on March 22,2023 and stamped approved on June 14,2023. i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and k these presents to be subscribed by a majority of the said Board as of the day and year first above written. n � , y� �p v a Y r, n4 P d Y y l�w�i a'�"l�.a�'"1�I �Nf'"" � • q. � � � � ",��. •�' ""'�Mk,w .fir 4 �"'��°" � � Now York SDepartment of Emkonmental Conswvadon tate y "I tu 44"360 Fmakaft P.CWm EWte: Jamary 26, 1999 a 1 9. Rocinnille Cagm New Yorka SCIN I I -1 Dew M&Kesschau: Based on the. o . J� _,ve . .. .... .... the Nkw York Stab Department of EnvumneoW Chu"r" mai" °" rua I"jz�jWUj"WzY ia",Waw a» .� ., 100& ira priorand constructed t as shmm on the survey pqmed by Rodmick Van 1'ttl4 P.C.an B/2lrt3:,is d ArWo 25 jurisdictim. is ofthe amdtop of the slope wW&I'g located an the Wjacmg pn4wfm to by Joseph A.Ingegm, dated t and last revised IMM, and is beyond Article 25 judsdiction. T'aQwOre,in " - W46 440 t, r wo Use 'a i (6mchk Pan 661) no paw*is „ "md W Am be advised° ,' _however,thst no tali ,or nrae of �. os seam *W wedmath of the boundary, as' . ti « to pecuit. Itityour responeNiftytothat aH am to any ion or other . or . to the ground surftee or vegetation,within TWW Wetlands jurishotionmay result firm your . IWO j i , ti (i.e a 1Y fp MY wide wmtmcfwn area)or erecft a temporary fmr4 , or hq bale bmu. Plem be furthu advised that this letter does not refieve you ofthe respow"ty of obtaking any necessary s or approvals fiom other apneim Very truly yrs, R � C E OCT - 4 20 8uti'dtt� Generated by - c ?'own bol in Compliance Certificate Energy Code: 2018 #ECC Location: Cutchogue, New York Construction Type: Single-family -Project Type: Addiden Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Con-stru-ctian- Site: Ow-ner/Agent. Designe:/Contracter. 5800 Vanston Rd. James &Eileen Kasschau Tom Samuels Cutchogue, NY 11935 162 DeMott Avenue Samuels and Steelman Architect Rockville Centre, NY 11570 25235 Main Rd jhk162@gmail.com Cutchogue, NY 11935 631 734 6405 Tom@samuelsandsteelman.com Compliance: 15.9% Better Than Code Maximum UA: 69 Your UA: 58 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. M r%/Cr kl^1 w�....i.J.. �.. �..4:,.-�L....L......r..... .... ..-�..�+r..l�4i....F.. .....r•..-...-. �...J..L..w.... Sl- _ ___ . - -fir+ -_{'E` - -__ z'i ,`. _ . - __>. - - in . . - _ - - D-on_ -_ _ _ oin ar ade s'�4seoffs n3 g -o loo #�z�'_�=d-e t3l-e �-_ or e_3o."'�.c==man� �--�3 3�sf=.s-.m. =r -h RHc'aac k. Eac-__ �z=a�=asd=`ate---:��� _ _, ; - - .- De¢._�.' _ .3-mate __-e - mei=_ -__' 9 _____ energy -' _ __, -_. _____ and _ ._ '-_'�'_,_ _ __ Prop. in the ed the EnvelODe Assemblies Gross Area Cavity Cont. Req. Prop. Req. Assembly or Ceiling:-Flat-Ceiling.or Scissor Truss 3.20 30.0 3.0 -0.032 0.026 10 8 Wall 1: Wood Frame, 16" o.c. 133 19.0 3.0 0.050 0.060 6 7 Window 1: Wood Frame 16 0.250 0.320 4 5 SHGC: 0.27 Wall 2: Wood Frame, 16" o.c. 235 19.0 3.0 n.n5n n.n6n 10 12 Window 2: Wood Frame 32 0.250 0.320 8 10 SHGC: 0.27 Wall 3: Woad Frame, 16" o.c. 133 19.0 3.0 0.050 0.060 6 7 Window 3: Wood Frame 16 0.250 0.320 4 5 Si I%C: v.27 Floor 1: All-Wood Joist/Truss 320 30.0 2.0 0.030 0.047 10 15 Project Title: ADDITION TO KASSC:HAU RESIDENCE Report date: 10!04/23 Data filename: Page I of 2 Compliance Statement- The- ed lauildmg-,desigh- cri ed:h e is.cnnsiste t with-the Uuil i.ng.ptans*spezdficaticins.,an .nth calculations su i it the permit application. The proposedbuilding i e to meet the 2018 JECC requirements REScheck Vers'_n : REScheck-Web and to cotnply with the mandatory requirements is listed in the REScheck Inspectionhec i'st, 10 / q/ loam -Title Signatu Date Projec�Ti 1e: ADDMON'TOXASSCHAU RESIDENCE "Report date: IDr04723 Data filename: Page 2 of 2 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o °" 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#: 49833 Date: 10/4/2023 Permission is hereby granted to: Kasschau, Eileen 162 Demott Ave Rockville Centre, NY 11570 To: Construct addition to existing single family dwelling as applied for, per ZBA#7681 and Trustees #10396 approvals and DEC letter of nonjurisdiction. At premises located at: 5800 Vanston Rd, Cutcho ue SCTM # 473889 Sec/Block/Lot# 118.-1-1.2 Pursuant to application dated 8/22/2023 and approved by the Building Inspector, To expire on 4/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $327.60 CO-ADDITION TO DWELLING $50.00 Total: $377.60 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 htWs://www,southolidtownny.gov Date Received APPLICATION FOR BUILDING PERMIT H For Office Use Only J P k PERMIT NO. Building IruSpecoc. W 0 Applications and forms must be filled-out in their entirety.Incomplete applications will not be accepted. Where the Applicant is TOWN Owners Authorization form(Page 2)hall be completed.not the owner,an M Date: OWNER(S)OF PR PERTY: Name: Vl SCTM#1000- ���`�� ` •Z 4 Projekt Address Clyw, N"I k k Phone#: Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: \ko L V- RU T 1 IZ,_ �� Tk, P t '' Phone#: 5��0 1-3- , J,V Email:, ►�U�`�02 w » DESIGN PROFESSIONAL INFORMATION: 1 r Name: IMVl2.\S `l4 Mailing Address: iN 1�3� 3 Phone#: U,q o Mit ilin IlkEmail: =54 -�6e Mook CONTRACTOR INFORMATION: Name: " V�. Mailing Address: ` CAlI100RAIII, VV Phone#: �" �� �S�G`l-Z Email; Q- U •c4 l; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes I(lo Will excess fill be removed from premises? ❑Yes PqN0 I 1 r, PROPERTY INFORMATION Existing use of property: ` 11 Intended use of property: Zone or use district in which premises is sit ated: Are there any covenants and restrictions with respect to this property? Dyes�No IF YES, PROVIDE A COPY. Check Baox,Afteir heading: The ow ner/contr actorldesign professional is responsible for all drainage and storm water issues as provided' by Chapter 2336 of the Town Code. APPUCATIONNI Is HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the'Ruildin$Zone Ordinance of the Town of Southold,Suffolk,�Cdun%New Yorly and other appiicabte lavas,ordinances or Regulations,for the.construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,. housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessaryinspection$,False statements;rnade hbreinark Punishable as a Class A misdemeanor pursuant to Section'210 AS of the New York state Penal law.. Application Submitted By(print name): I k,IXICA � ❑Authorized Agent wrier Lo Signature of Applicant: - Date: 13r " STATE OF NEW YORK) SS: I COUNTY OF S ) being duly sworn,deposes and says that(s)he is the applicant -- (Name of individual signing contract)above named, (S)he is the ( p c.) Contractors Agent,Corporate Officer, et _ owner or app�" ;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 lin the manner set forth in the application fJ ''eA&EW KASSICHAU NOTARY PUBLIC-STATE OF NEW YORK Sworn before me this No. 02KA0007603 Qualified in Nassau County day of Ill 20�4. MY'+Csitttisi n Ex . ., _ Notary Public PROPERTY OWNER AUTHOFi1 O (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Signature Date Print Owner's Name 2 m BOARD MEMBERS o Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Lgeglio : Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ` 54375 Main Road(at Youngs Avenue) Nicholas Planamento coU Southold,NY 11971 v http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS v TOWN OF SOUTHOLD Tel.(631)765-1809, Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF OCTOBER 20,2022 ZBA FILE:#7681 NAME OF APPLICANT: Eileen Kasschau PROPERTY LOCATION: 5800 Vanston Road, Cutchogue,NY 11935 SCTM# 1000-118-1-1.2 a%QRA DETERi'w�INATIC : The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COIJ�I'TY AD 1:INISIRAT1 ±'E CODE; This application was referred as required under the Suffolk y_ County p gip its reply Count Administrative Code Sections A 1.4-14 to 23 and Suffolk C'o�an Department of issued dated 5/2612022 stating that this application :s considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L+,/RP DETER "IINA1 IQN: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 29,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LVWRP does not comment on the additions to the home. The INCONSISTENT rating is based on the fact that the existing configuration of the deck and shed does riot match what was approved on Town Board of Trustees Wetlands Permit 4598 issued in 1999. Based on the fact that the proposed additions to the house are within the existing building's footprint the proposed additions and alterations are CONSISTENT with the LWRP. PROeERTY FACTS/DESCRIPTION. The parcel is a non-conforming 3°9,578 square foot waterfront parcel located in an R-40 Zoning District, The parcel runs 160.42 feet of bulkhead'frontage along Great 1'econic Bay to the west„ runs 222.02 feet and 34.37 feet towards Vanston Road, runs 26,78 along Vanston.Road, runs 206.24 feet along the easterly property line,and 211.44 along the southerly property line. On the East side of the parcel there is an easement. along the asphalt/'stone driveway. The parcel is improved with a two-story frame house and garage, an inground swimming pool witha state patio,a slate walk, three woods decks, a"frame building"stairs, and a wood bulkhead. All is shown on a survey prepared,by Howard W.Young,L.L.S.,last revised June 16, 2022. BASIS OF APPLICATION: Request for Variances from Article :XII, Section 280-115A(l) and. Building Inspector's .May 6, 2022, Amended ,lune 22, 2022 Notice of Disapproval based on an application for a permit to legalize "as built" accessory decks and shed located seaward of the top of the bluff,and to construct additions and alterations to an existing single family dwelling,; 1) dwelling located less than the code required 100 feet from the Page 2,October 20,2022 #7681,Kasschau sc-rM No. 1000-118-1-1.2 top of the bluff-,2)three (3) "as built"decks located less than the code required 100 feet landward of the top of the bluff;"3)"as built"frame shed located less than the code required 100 feet landward of the top of the bluff; located at: 5800 Vanston Road,(Adj.to Great Peconic Bay)Cutchogue, Y. SCTM No. 1000-1 ELLIEF R5Q ESTED: The applicant requests a variance to make additions and alterations to an existing single- family dwelling located 67.2 feet from the top of the bluff where,town code requires a minimum 100-foot setback from the top of the bluff. The applicant also requests avariance to legalize a 10.4 ft.by 8.1 ft.as-built shed addition and to legalize three"as-built"decks/deck additions all located seaward of the top of the bluff,where the Town Code requires a minimum 100-foot bluff setback. ADDITIONA1 jjjjQRMATION, On February 25, 1999,the Southold Town Board of Trustees issued a Wetlands Permit#4958 to allow the replacement in-kind 7 ft.by 8 ft. shed,a 6 ff by 20 ft,deck and steps,all shown on survey by Joseph 'Ingegno,L.S. last revised January 22, 1999, The applicant testified that he had replaced the deck boards as part of maintenance. At the time of doing maintenance on the permitted deck and shed, the,applicant expanded the decks and stied without the benefit ofa building permit or wetlands permit The stied was expanded to 8.1 & by 10.4 ft.,therefore,the improvement is not characterized as an in-kind replacement. LC FINDINGS-OF FACT/ I.LON The Zoning Board of Appeals held a public hearing on this application on October 6,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1, Town'haw,§267�b(Ub)( Grant of the variance for top of the bluff setback for the dwelling will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood consisting of single-family waterfront homes. The proposed additions to the dwelling will be built above the existing garage and are within the footprint of the legally existing dwelling. Grant of the variance for the"as-built"shed addition and the"as-built"deck additions seaward of the top of the bluff will produce an undesirable change to the character of the neighborhood because bluff areas are environmentally sensitive and improvements should only be constructed with Board of Trustees approval, , 1 The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house sits 07.2 feet from the top of the bluff-, therefore, any additions and alterations will require the benefit of an area variance. The`"as-built'' deck and shed additions have an adverse environmental impact on the bluff and therefore cannot be expanded without variance relief However,the applicant can apply to the Southold Town Board of Trustees for an amended wetland permit to legalize the enlarged improvements seaward of the top of the bluff that were previously approved in Wetlands Permit #4958. 3, Town Law §267-k(j)LbjU3 . The variance granted herein for the additions and alteration is mathematically substantial, representing 33% relief from the code, However, the alterations are proposed to be above an existing garage and will not change the footprint of the house. Tile variance denied for the deck addition and shed addition are mathematically substantial representing over 100%relief from the code. 4. Town Law§267-1 3)(b)(4). Evidence has been submitted in the LWRP comments cited herein to suggest that variance relief for the enlarged as-built deck and shed additions in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. No evidence has been submitted to suggest that a variance granted for the proposed additions and alterations to the house will have an adverse impact on the physical or environmental conditions of the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,October 20,2022 #7681,Kasschau SCTM No. 1000-118-1-1.2 5, Town Law 267-b 3 b 5 - The difficulty has been self-created. The applicant'purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law§267 b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a home addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief for the as-built shed and deck addition is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a bigger shed and deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. USOLUTION 01 THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for the second story addition to the house, above the garage, and shown on the Architectural Drawings prepared by Samuels and Steelman,Architect dated November 19,2020. And to DENY as applied for the"as-built"accessory deck additions and"as-built"shed located seaward of the top of the bluff. SUBJECT TO THE p+p ,l,0WI 4G CONDITIONS: 1. The Applicant shall submit an amended site plan stamped by a licensed professional showing only the variance relief granted herein,for the 67.2 feet top of the bluff setback from the dwelling. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board qfAppealsfaflure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviationfi-om the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation ftom the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above,such as alterations,extensions, or demolitions, are not authorized under this application when involving nonconforinities under lite zoning code. This action does not authorize or condone any current orfuture use,setback or otherfeature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IWORTAN I TTIME LIMITS ON THIS-APPROVAL Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, Page 4,October 20,2022 #7681,Kasschau SCTM No. 1000-118-1-1.2 grant an extension not to exceed three( )consecutive one(1) year terms.IT IS THE PROPERT'" OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUERED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Acampora,Dantes,Lehnert,Planamento, Chairperson Weisman.This Resolution was duly adopted(5-0). af4eisman, Chairperson Approved for filing 14 I /2022 5. BOARD OF SOUTHOLD TOWN TRUSTEES " SOUTHOLD,NEW YORK a . P PERMIT NO. 10396 DATE: JUNE 14,2+ 23, x.. ISSUED TO: EILEEN KASS'CHAU PROPERTY ADDRESS: 5800 V STON ROAD CUTCHOCUE � k ` SCTM# 1000-118-1-1.2 AUTHORIZATION Pursuant to thep rovisions of Chapter 275 of the Town Code of the Town of Southold and in � accordance with the,resolution of the Board of Trustees adopted at the meeting head on .lunm~ l4.2QL3, and in consideration of application tie in t&me earn of 54)C1.30 paid l y l t'� g_Kassc9i a and subject to the ernes and Conditions as stated in the resolution, the Southold Town hoard of "Trustees authorizes and permits the + following: .' Wetland Permit for the following as-built structures: as-built 2.5'x71' (177.5sq.ft.)slate ^y +' stepping stone walkway with 35 slate stones; as-built 41x4' (16sq.ft.)slate staircase with three r,. (3)treads and four(4) risers; as-built 28 linear foot by 1' (28sq.ft.)long-rock wall adjacent to y slate staircase; as-built 1.5'x19' (28.5sq.ft.) slate walkway; as-built 2.750.5 (9.63sq.ft.)upper wood staircase; as-built 3.25'x10.0' (32.5sq.ft.) upper wood walkway; as-built 3.3'x3.2' (10.5sq.ft.) upper wood staircase; as-built 4.41x10.0' (44sq.ft.) upper wood landing,;as-built 3.3'x15' (49.5sq,ft,) mid wood staircase; as-built 7'x7:3'(51.lsq.ft.) and 3.0'x3.25' (9.75sq.ft.) lower wood landings; as-built 29"x11.7' (33.93sq.ft.)lower wood staircase,for a total of f, 241sq.ft.of stairs and landings; as-built raised wood deck and shed, remove 7.4'x8' (59.2sq.ft.) of existing building and 3.2'x7' (22.4sq.ft.) of adjacent existing deck,remove approximately ' 3'x8' (24sq.ft.)of existing deck; proposed re-framed shed will be 7'x8' (56sq.ft.); remaining existing deck will be no more than 6'wide with 99sq.ft. of deck to remain,except for small section between staircase and retaining wall; as-built 4.33'x5.25' (22.73sq.ft.)staircase to lower deck; as-built 10.4'x57' (592.8sq.ft.)lower wood deck at bulkhead; remove 10.4'x48.5' (504.4sq.ft.)of lower wood deck with 10.4'x8.5' (88.4sq.ft.)of lower wood deck to remain; as- built cantilevered 3.6'x4.5' platform off bulkhead with 3.3'x7.4'steps to beach; for the second set of as-built 164.3sq.ft.bluff stairs:3.31x9.6' (31.68sq.ft.) upper landing to 3.3'x6.5' (21.45sq.ft.) upper staircase to 3.3'x3.5' mid landing to 3.3'x10.7" mid staircase to 3.3'x3.9' ., (12.87sq.ft.)lower landing to 3.3'x11.5' (37.95sq.ft.)lower staircase to 3.3'x4.1' (13.5sq.ft.) ° lower deck at bulkhead with steps to beach; existing 20.5'x38.2' in-ground pool with as-built a 1,041sq.ft.slate surround patio; as-built 91 linear feet of slate retaining wall on northerly sides; b: M '" as-built slate staircase with five(5)treads and six(6) risers; pool equipment area below grade south of patio; as-built 91 linear foot long concrete retaining wall along westerly and northerly sides of pool; as-built 95 linear feet of wood retaining wall along southerly and easterly sides of pool; 113 linear feet of metal vertical ballister pool fence along westerly and northerly retaining ' walls; 141 linear feet of 4' high chain link pool fence along southerly,easterly and northerly a P P g p. 1 f e sides of ool; total ool fencin is 254 linear feet, open 4x5 outdoor shower wood base; or th A b, r ,s " t P� PERMIT#10396 ' f EILEEN KASSCHAU z �d r, o' existing 3,2'10sq.ft. two-story dwelling connected to drywells with a 8.3'x38'seaward side covered porch connected to lower grade by two(131x3.8'stairways; 6'x10.2' open covered porch and 8'x8'side entry open covered porch;seaward 10.6'x8' open deck and 7.9'x11' stairs from . , first floor level down to basement level; 588sq.ft.stone terrace at grade; existing"L"shaped 64' long masonry retaining wall supporting the 1,020sq.ft.parking area paved with gravel on asphalt and drained to drywells; a 61x46' stone walkway; a 1,459sq.ft.,gravel on asphaltr`. driveway drained to drywells leads down to garage supported on one side by a 35' long u.. masonry retaining wall; and HVAC condenser units enclosed by a low fence;and to construct a 13.1'x24.1' addition over an existing basement level garage; and as depicted on the survey . prepared by Howard W.Young Licensed Land Surveyor,received on March 22,2023,and stamped approved on June 14,2023; and the site plan prepared by M.A.Kimack,received on March 22,2023 and stamped approved on June 14,2023. i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and k these presents to be subscribed by a majority of the said Board as of the day and year first above written. n � , y� �p v a Y r, n4 P d Y y l�w�i a'�"l�.a�'"1�I �Nf'"" � • q. � � � � ",��. •�' ""'�Mk,w .fir 4 �"'��°" � � Now York SDepartment of Emkonmental Conswvadon tate y "I tu 44"360 Fmakaft P.CWm EWte: Jamary 26, 1999 a 1 9. Rocinnille Cagm New Yorka SCIN I I -1 Dew M&Kesschau: Based on the. o . J� _,ve . .. .... .... the Nkw York Stab Department of EnvumneoW Chu"r" mai" °" rua I"jz�jWUj"WzY ia",Waw a» .� ., 100& ira priorand constructed t as shmm on the survey pqmed by Rodmick Van 1'ttl4 P.C.an B/2lrt3:,is d ArWo 25 jurisdictim. is ofthe amdtop of the slope wW&I'g located an the Wjacmg pn4wfm to by Joseph A.Ingegm, dated t and last revised IMM, and is beyond Article 25 judsdiction. T'aQwOre,in " - W46 440 t, r wo Use 'a i (6mchk Pan 661) no paw*is „ "md W Am be advised° ,' _however,thst no tali ,or nrae of �. os seam *W wedmath of the boundary, as' . ti « to pecuit. Itityour responeNiftytothat aH am to any ion or other . or . to the ground surftee or vegetation,within TWW Wetlands jurishotionmay result firm your . IWO j i , ti (i.e a 1Y fp MY wide wmtmcfwn area)or erecft a temporary fmr4 , or hq bale bmu. Plem be furthu advised that this letter does not refieve you ofthe respow"ty of obtaking any necessary s or approvals fiom other apneim Very truly yrs, R � C E OCT - 4 20 8uti'dtt� Generated by - c ?'own bol in Compliance Certificate Energy Code: 2018 #ECC Location: Cutchogue, New York Construction Type: Single-family -Project Type: Addiden Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Con-stru-ctian- Site: Ow-ner/Agent. Designe:/Contracter. 5800 Vanston Rd. James &Eileen Kasschau Tom Samuels Cutchogue, NY 11935 162 DeMott Avenue Samuels and Steelman Architect Rockville Centre, NY 11570 25235 Main Rd jhk162@gmail.com Cutchogue, NY 11935 631 734 6405 Tom@samuelsandsteelman.com Compliance: 15.9% Better Than Code Maximum UA: 69 Your UA: 58 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. M r%/Cr kl^1 w�....i.J.. �.. �..4:,.-�L....L......r..... .... ..-�..�+r..l�4i....F.. .....r•..-...-. �...J..L..w.... Sl- _ ___ . - -fir+ -_{'E` - -__ z'i ,`. _ . - __>. - - in . . - _ - - D-on_ -_ _ _ oin ar ade s'�4seoffs n3 g -o loo #�z�'_�=d-e t3l-e �-_ or e_3o."'�.c==man� �--�3 3�sf=.s-.m. =r -h RHc'aac k. Eac-__ �z=a�=asd=`ate---:��� _ _, ; - - .- De¢._�.' _ .3-mate __-e - mei=_ -__' 9 _____ energy -' _ __, -_. _____ and _ ._ '-_'�'_,_ _ __ Prop. in the ed the EnvelODe Assemblies Gross Area Cavity Cont. Req. Prop. Req. Assembly or Ceiling:-Flat-Ceiling.or Scissor Truss 3.20 30.0 3.0 -0.032 0.026 10 8 Wall 1: Wood Frame, 16" o.c. 133 19.0 3.0 0.050 0.060 6 7 Window 1: Wood Frame 16 0.250 0.320 4 5 SHGC: 0.27 Wall 2: Wood Frame, 16" o.c. 235 19.0 3.0 n.n5n n.n6n 10 12 Window 2: Wood Frame 32 0.250 0.320 8 10 SHGC: 0.27 Wall 3: Woad Frame, 16" o.c. 133 19.0 3.0 0.050 0.060 6 7 Window 3: Wood Frame 16 0.250 0.320 4 5 Si I%C: v.27 Floor 1: All-Wood Joist/Truss 320 30.0 2.0 0.030 0.047 10 15 Project Title: ADDITION TO KASSC:HAU RESIDENCE Report date: 10!04/23 Data filename: Page I of 2 Compliance Statement- The- ed lauildmg-,desigh- cri ed:h e is.cnnsiste t with-the Uuil i.ng.ptans*spezdficaticins.,an .nth calculations su i it the permit application. The proposedbuilding i e to meet the 2018 JECC requirements REScheck Vers'_n : REScheck-Web and to cotnply with the mandatory requirements is listed in the REScheck Inspectionhec i'st, 10 / q/ loam -Title Signatu Date Projec�Ti 1e: ADDMON'TOXASSCHAU RESIDENCE "Report date: IDr04723 Data filename: Page 2 of 2 a's5e's-ws 9 33 REVISIONS 10/4/23 bluff ego OCCUPANCYDATA 5etbac�k OR h`�+ ; APPE�M-0 A3 NOTED 33 USE IS UNLAWFUL SCTM # 1000-118-01-1.2 DATE B.P.# WITHOUT CERTIFICATEFEE PROPERTY: 5800 Vanston Rd. OCCUPANCY � ADDRESS Cutchocgue, NY 11935 Mud +�dwaters creek i,ove Po NOTIFY BUILDING DEPARTMENT AT �� .D at O f�1-765-1$02 SAM T04PM FOR THE �+ I R • OWNER: Eileen Kasschau FOLL.OWfNG INSPECTIONS: N o � a 1, FOUNDATION- TWO f�EOUIRED � i � I I � I 162 Demott Ave. w b FOR POURED, )NCFtLTE ' 14.1 � I I � ° I I Rockville Centre, NY 11570 e $ cn': h I ; p �� m �, IN ULATION�:y IiVG&PLUfVif3!NG ' C®t><;PLY WITH ALL C SITE: 39,295 sf = 0.902 ac Little - to x / �. . 4„ FINAL.-CONSTRf=ONMUST NEW YORK STATE & TOW C Qp�e�+ I I ( ^� ZONING: R-40 PeconlcBay a BE COMPLETE FOR O.O. AS REQUIRED AND'CONDI j:) S SURVEYOR: Nathan Taft Corwin I ,; ALL CONSTRUCTION SHALE. MEET THE d O REQUIREMENTSOFTHE CODES OFNEW a/ SOU H F I PO Box 1931 II +a I YORK STATE NOT RESPONSIBLE FOR 1s�� \ 8.1, I Riverhead, NY 11901 Al �+ 56.6 ung DESIGN ORCONSTAUCTUNERRORS �--� SOUTH010T4,•Jp(pp►+rra� OLE E I (^I �a .' 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SLATE sTEPs ;r���,.,. / ,yam�•., �c \� ��. � ''�A.I"• 1001J10 g �� : •`J• Q�� ° , Y \10 PROJECT NO: ^ \ \ \ 9 �j •�•°r` �� A �a 2001 37.0 .:•?• .: �A 1� � •' 't��� �� / CATE /:: ��9 DRAWN BY: TS •:•: :�:5 �4E � CHECKED BY: ooD nE �' / ::>,'•:'\� � �ti�'� DATE: FENCE\ \ A �• 11/19/20 O •jv'' ` o \ \ 1 SCALE: 06 1" = 20' . 0" �- s OCTOBER 20, 1998 1 SHEET TITLE: � � \ ` DECEMBER 16, 1998 ADDED ADDITIONAL TOPOGRAPHIC DATA y 6,° y0F I ° �° JANUARY 22, 1999 ADDED CREST/TOP OF SLOPE \ , 1 6 � `' :'`'''' 1 AUGUST 28, 1999 ADDED EASEMENT O. a o DECEMBER 4, 2000 ADDED WOOD BULKHEAD MAY 29, 2002 UPDATE SURVEY SITE 00` °• ° NOTES: PLAN �\ O 7' 1. THIS PROPERTY IS SHOWN AS P O PARCEL OWNED BY EFFIE M. TROWBRIDGE ON C I N N J AMENDED MAP "A„ OF NASSAU POINT FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY �$� ON AUGUST 16, 1922 AS FILE No. 156 SHEET NO: m� 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM SCALE: � �� - ZOO-O�� EXISTING ELEVATIONS ARE SHOWN THUS:5Q EXISTING CONTOUR LINES ARE SHOWN THUS: 1-0-- -- F.FL. - FIRST FLOOR TW - TOP OF WALL BW - BOTTOM OF WALL WIND-BORN: , DEBRIS PROTECTION FOR OPENINGS m 0 STRUCTURAL REVIEW 51' STEVE MARESCA, FE FOR WALL OPE` I NG PROTECTION O�120 MPS B-SECOND WIND GUSTS 155-0-7 ICIEST MONTA�U�G H I Gf�J�IAY, HAM�'TON BAYS, NY I I�46 ( MAXIMUM MEA: 4 ROOF HE I CHT: 55) SIMPSON LSTA - 20 GAGE PHONE ��I X28 �f480 RIDGE STRAP - ALL ROOF RAFTERS ° 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY r IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA : I • ICE SHIELD UNDERLAYMENT S I NCGLE FAMILY RESIDENTIAL SHUTTER Ac,*,, SEMBLY I REGUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. oil' � � ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 4'0 WIDE SPAN I \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 25/52" (5/4") APA SPAN-F TED 48/24 5HEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPEW 55 4") I 1 ( ALTERRRI NATE E CLIP OI TIIO OF SE '_Q" MAXIMUM ASSEMBLY: I. I SIMPSON H5 GROUND SNOW LOAD - 43 PSF. ATTACHING STRUCTURAL F NEL: FASTEN TO BUILDING w/ °I I FIR57 LEVEL - 40 PSF. L.L. uj #10x5" (w/ WASHERS) GAL, INIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 PSF. L.L. _ uj WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER 1" )R SHUTTER TO BUILDING: I 1 ° CLIP NAILED. FROM ' #10 TEE NUT5 ATTAGHED 7 BLDG. w/ #IOxI-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - WIND SPEED - 130 MPH ® O MACHINE BOLT @ 12" O.G. TYPICAL ALL RAFTERS ' I 01 5 - 8d NAILS EACH END SEISMIC DESIGN CATEGORY - 8 �- I WEATHERING - SEVEREuj APA\ e I d EXTEND TODTOPYOFOTOP O PROVIDE 8d COMMON FROST LINE DEPTH - 36 0 W \ I PLATE. NAILS a 4"EXTERIOR EDGE of ALL TERMITE - MODERATE TO HEAVY ® Z SHEATHING. DECAY - SLIGHT � •'� I TYPE OF CONSTRUCTION CONVENTIONAL LISHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES II CONSTRUCTION II I I°.I I� LTIPLE SECTION ASSEMBLY: I/4" THICK BOLTS ® 2' OG 06 II II GENERAL NOTES z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY O 3: I I i I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE W i I I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING I TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY O I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. _ 51MP50N M5T27 O I I/2" WIDE - 20 &ASE 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENG I NEER TO BE NOTIFIED IN WRITING OF ALLV METAL STRAP ®48" oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. � I lotI� " 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE W i ( I 1 I I DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGNED AND SPECIFIED BY OTHERS. nn// V SHUTTER ASSEMBLY I I I 2 x 6 ®16" O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL I.d.. N.T.S. I 1 I I I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE i I I , I 1 " 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL 5PAN5:-4 OR WIDER SPAN I (� Idj FLOOR BEAMS. 5PAG I NG NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. I 1 ) II 25/52" APA SPAN-R� TED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND c" 'ENIN65 4") 11 11 WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECE55ARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS g) 24" OG IBJ -' I°J," AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL let. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 ­SIMPSON MST2'7 BEARING CAPACITY OF TWO (2) T517 AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION 15 COMPLETE.I I). PREASSEMBLE PL' WOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I I/2" WIDE - 20 GAGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 29. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL K-, 7D SCREW @) 12" O.G. I,r' CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRU.: WRAL PANEL: FASTEN TO BUILDING w/ NAIL 5HEATHIN6 TO SILL PLATE #10x5" (w/ WASHERS,' SALVANIZED OR 5TAINLE55 STEEL ; ,: 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z . N WOOD SCREW ® 16" , �.G. "'tD } -i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q rn ALTERNATIVE FASTS: ER FOR SHUTTER TO BUILDING: 2 - #5 REBAR �'' 1 `' `� ,.;<��:�s•,::;• 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING A5 REQUIRED BY #10 TEE NUTS ATTAG' ED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) =4;�}' i;;�• A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER Y MACHINE BOLT a 12" ;).C. 'ti -;.' ; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. J a M SEE FOUNDATION DWG. ``'ti;ti,'- O �O FOR DES16N. '"''w'''ti' 5/6" x 12" A.B. ®48" OG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v } x :,;%,}'-j'•Zi w/ FENDER WASHER. "' W -j •W Z Q .,;.;.• 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT ~a W U- I N DO c - GLAZED OPENING f PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D we c{. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIREP & w N c) o PROTECTION IS REQU QED FOR ALL SLAZED AREAS. C-4 0 IN ACCORDANCE WI7' LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N 0 A5TM E IQab AND OI- A5TM 1886. AND DECKS ETC.. Q CONTRACTOR MAY U -E WOOD STRUCTURAL PANELS 25. THE NY5 CODES AL50 APPLY TO ACCESSORY IN U OF THE A50V ! MENTIONED PANELS TO BE PREG r TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N cf) • HARDWARE PROVIDE �. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW _ NCK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAIN' DINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.ci h THI5 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS OT EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. "'�, `GOA `A21v Yo N_ NAILING SCHEDULE FRAMING NOTES 4 TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGE5 AND 6 d @ 12" o.c. oaAl SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FIN'SHES, FLASHING 2001 RAFTER/TOP PLATE 5-16d (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. 04,100 CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) 5. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, IRZWN BY: CEILING JOI5T/PARALLEL RAFTER 8-Ibd (FACE NAILED) EXP05URE I, 5/4" MIN. THICKNESS. ALL EDGE-5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE Ffl NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 4-IOd (ea. end i-I/4 strap) TCS 6AE'_ = ROOFS BLOGKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE e ;lo RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6 -O AND OVEfiz SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. 11/19/20 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) aMINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/STUD 2-16d (FACE NAILED) _ _ IVTS HEADER/HEADER 16d (PAGE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD I BEAMS AND LVL TOP or BOTTOM PLATE/STUD 5-16d (END NAILED) AND FLOOR BEAMS A5 PER N.Y.S. GODS OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: I00< o (45 0 _ 6'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/PLOOR JOI5T 3 16d (FACE NAILED) CIRCULATION IN ROOFS. p JOIST/SILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JO15T 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWIN65. BEARING POINTS AT A MIN;MU�-1. A 51N6LE 1 5/4" GABLE ROOFS BLOCKING 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL/SILL orTOP PLATE 5-16d (TOE NAILED) LVL RIM J015T SHALL BE REQUIRED AT FLOOR NOTES & 0 z loo< O (30 0 to < o X45 0 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGPERIMETERS. HANDLING, STORAGE, AND ERECTION OF 5. DETAILS C JOI5T ON LEDGER/BEAM 5-165d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS D GTA I LS AT HIGH PRESSURE: ZONE - b" O..G. PROVIDECOMMON NAILS ® ac. JOI5T/JO15T 5-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED REGOMMENDATION5. HI= ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 5-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 07, o (30a PLYWOOD ROOF DECKING Sd &4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE ECL75 © 12" O.G.. SHEET NO: PROVIDE . d NAILS ® 4" O.G.AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, @)5' 0.0. FIELD 9. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5. PORTION`-- :)F PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d a6" O.G. EDGES, @)12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : o = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A GONTRAGT BETWEEN 1:3U I LDER AND OWNER. BUILDING PERMIT/BIDDING TIE NEW WALL FRAMING INTO EXISTING, AND SHINGLE OVER - - - -AMi3K0-- -ANM50 - - - - - - W I TT / i ❑ ❑ ❑ ❑ uj /:(3)2xlO HDR. REMOVE EXISTING SHINGLES. LEAVE O - EXISTING SHEATHING. PROVIDE NEW GYP. BD. FINISH, $ TRIM TO MATCH LLJ EXISTING BEDROOM W GRANDKIDS' EXISTING Q BEDROOM TO REMAIN LLJ A m GRANDKIDS' NEW I 06 NEW INTERIOR DOOR IN PLAYROOM EXISTING LOCATIONVi I `� REMOVE EXISTING FLAT ROOFING AND O ANY CANTED SUBSTRATE. PROVIDE 3/4" W LEVEL PLYWD. DECKING, LEVEL "� 2xlOoI6"" CLC. JOISTS w/AIR SEAL I W/EXISTING 5UE3FLOORING. PROVIDE i 4R-50 BATT INSULATION I NEW WOOD FLOORING PER OWNER ROOF EDGE ABOVE O EXISTING f I O = BATH I REMOVE EXI5TINS WINDOW. INFILL z F— SIDES Yq/FRAMINS $ FINISHES TO MATCH, BOTH U EXISTING TWO STORY k FRAME RESIDENCE NEW 2x6(D I6" WALL FRAMIN(5, W/%5" OVER FULL BASEMENT I PLYWD. SHEATHING, BLDG. WRAP (2)2X10 HDR."' I AND WOOD SHINGLES TO MATCH EXISTING. PROVIDE AIR SEAL 8 R-Iq -- BATT INSULATION PER SPECS. 6'-3y2 6'-10" i EX I STING STUDY 06 Z Lo U) Q• r M El � d r � d o � a ui -i• w z 3 N a u z ,r D W U W v 5 a N fs L N 0 W. w x r h cn co 0F t4E W yon � 5 c.SA �. i u 1 PROJECT-NO: Zoog — / DRAWN BY: TS � I CHECKED BY: DATE:I PK% S T FLOO'k P L A14 11/19/20 SCALE: 1/4" = l' -O" Chi ELECTRICAL LEGEND SCALE: \ DUPLEX RECEPTACLE OUTLET 1/4 1 -O 1 HALF HOT RECEPTACLE OUTLET SHEET TITLE: ' $ SWITCH D 5WITGH DIMMER FIRST RST • / HIGH HAT FIXTURE FLOOR SURFACE MOUNTED CEILING FIXTURE PLAN SURFACE MOUNTED WALL FIXTURE QTV TELEVISION 5/17 SMOKE DETECTOR F0751 CARBON MONOXIDE DETECTOR SHEET NO: Ira ELECTRIC LPLAR SCALE: 1/4" = V -0" LLJ 15'-8y2 0 EXISTING DOOR5 TO O >" REMAIN 29 uj W `.k -77(10-HDR. � - -__ - - (3)2x10 HDR. I .._-u.: _-��.�: - � FASCIA 8A � ■®s E VE DETAIL TO MATCH -- ------8'-b"_*�- _-- --_-_-- --_-( EXISTING w/PVC TRIM �••" to UJ Q I - -- ---- - - ---- -- � - -� a EXISTING WINDOWS TO � --- L.G.G. STANDING SEAM ROOFING ON N REMAIN D WELL, CONTINUING UP SIDES OF WELL, In =— -- - - 6zy ROOF WELL 2'-0 - AND FLASHED INTO UPPER SHED ROOF 06 �o --- - ----- -r 11 EXISTING GONG. SLAB, � m � _ WALL FINISHES AND TRIM 12:1 PITCH x TO REMAIN /� EXISTINGG MASONRY /`1 n EXISTING WALL w/STUCCO FINISH I (3)2x10 RAFTER I = W TO REMAIN - --- - - --- --- GARAGE - --- - -- - ---- - -- -----__� TO REMAIN - -- - -- -- -- _ a OP ' = O EXIST'G 2x10®IbEXISTING" F.J. TO REMAIN ry MASTER ----_-- -_ --_- - --_-- - --I. ! ® Z BEDROOM B -_2x10®I(6" ROOF RAFTERS_ - --- ( It VERIFY %11 TYPE x, GYP. TO REMAIN TIED ROOF -- - -- ` BD. FINISH ON CEILING, <--� STANDING SEAM L.G.G. ROOFING ON W � OR INSTALL SAME FOR � V FIRE SEPARATION - -- REVISIONS W LU ® Af Ah EXISTING ROOF TO REMAIN �. F- z EXISTING DORMER WINDOW FRAMING AND 0 FINISH TO REMAIN co NEW SHED ROOF LINE v4/L.C.C. 5TANDIN6 SEAM ROOFING ON 5/4" PLYWD. DECKING ON 2x10®Ib" uj RAFTERS. PROVIDE PVC FASCIA, AND FLA5HIN6 AT NEW LOWER PITCH ROOF NEW ROOF WELL AT EXISTIN6 WINDOWS. PROVIDE EXISTING WINDOW TO REMAIN L.C.g. STANDING SEAM ROOFING ON UNDERLAYMENT od ON /41 PLYWD. DECKING ON 2x10®Ib RAFTERS, aA PITCHED TO EDGE. PROVIDE L.G.G. ROOFING UP co i I EX I ST I N& SIDES OF WELL, AND FLA5HIN6 AT WINDOW SILLS is MASTER z ONE= 0 WL � DROOM 12 W --� 4 O EXISTING SECOND FLOOR ® U i._r i r f Y Ixb PVC FASCIA TO MATCH EXISTING. PROVIDE Z VENT FOR AIR FLOW AT SOFFIT U/ GYP. BD. FIN15H ON 2x10®I6" CLG. JOISTS. PROVIDE NAILER TO EXISTING WALL 5HEATHING, AND TECO FRAMING ANCHORS FOR SECURE ATTACHMENT REMOVE EXISTING SHINGLES FROM EXISTING �i EXiSTIN& EXTERIOR WALL. PROVIDE NEW GYP. BD. FINISH BEDROOM i NEW WINDOWS WINSULATIN6 GLASS IT FOR G NDK I DS NEW WOOD FLOORING LEVEL w/EXI5TING ON NEW/EXISTIN6 %" PLYWD. DECKING ON EXISTING 2xIO FRAMING. VERIFY INSULATION IN CAVITY, OR ' PROVIDE R-50 BATTS NEW SHINGLE SIDING ON HOUSE WRAP ON 5/e" Z, PLYWD. 5HEATHING ON 2xb®I6" FRAMING w/AIR NEW/EXI5TIN6 FIRST FLOOR SEAL AND BATT INSULATION Q• r M o m d • r i r ,r 1 , `\ A r ,1 k Y i t i ! j, + ) � �, i i r r r r J �• � � EXISTING MASONRY WALL w INTERIOR d EXTERIOR w W J' w z_ z x / ui = Q Z LL FINISHES TO REMAIN W'rE7 o Q N 4. W. N ° U F QF-• U � —ILIL EXISTIN6 EXISTINS L U) EXISTING WINDOW TO REMAIN N 4 BASEMENT SARAG dJ EXISTING CONCRETE SLAB TO REMAIN C, VLEW Yo/. G.SAAj& �P ?Q EXISTIN6 BASEMENT/GARAGE SLAB \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ // // // \/\/\/ \/ \/\/\ \//\ \//\// \ / /\// PROJECT NO.: 2001 \//\//\//\//\//\//\//\/ DRAWN BY: TCS \//\ \ \ \ \ CHECKED BY: \\/\\/\\/\\/\\ DATE: /\//\//\//\//\//\//\//\' 11/19/20 X/ 3/8" SCALE: //\//\//\//\//\//\//\//\//\//\//\/�� 318" = 1'-011 / SHEET TITLE: BUILDING BU ffiLD I H %Jfm*7"4 0 H, SECTION . SCALE: 3/8" = l' -0" SHEET NO: E PR M !T SET 4� a ; . W W Y O 6'-3y2" 6'-10" O Z >- z Lij W O ® z — — — —A[)H,3850— --ADk13850 — — — — — ~ 7) o , I o W(3)2x10 HDR.� I 0 o i 06 Q W I z3: STUDY I O W Quo to ai O = I� z PLAYROOM x l a ry 2xlO®I6" CLG. JOIST5 WAIR SEAL I m 4 R-50 BATT INSULATION I i O f o ROOF EDGE ABOVE EXISTING pi BATH Q I� I¢ EXISTING TWO STORY N FRAME RESIDENCE I ti NEW 2x(b®Ib" WALL FRAMING, WI/el" OVER FULL BASEMENT FLYWD. SHEATHING, BLDG. WRAP AND WOOD SHINGLES TO MATCH (2)2x10 HDR. EXISTING. 06 Z 6�-3y2 6'-10" lA Q• d w J• 8 Z w a _ ¢ Z u EXISTING w• " W, W BEDROOM a N 0 W. N � � cn u) OF NEW), O C. S,141. aif �C18350A\ V PROJECT NO: 2001 DRAWN BY: TS CHECKED BY: DATE: 5/14/24 SCALE: 1/4" = 1'-0" SHEET TITLE: FIRST FIRST LOO PLAN FLOOR PLAN SCALE: 1/4" = 1' -0" SHEET NO: