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Home My WebLink About47463-Z 4`O�OSH1fOlKCpGy Town of Southold 9/30/2023 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44608 Date: 9/30/2023 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 21905 Route 25,Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-1-8.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore tiled in this office dated 1/18/2022 pursuant to which Building Permit No. 47463 dated 2/17/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alter existiniz accessory garage to accesso!y qpartment with one car garage as applied for per ZBA#7482SE, dated 4/15/2021. i The certificate is issued to Skrezec,Joshua&Rompel,Julie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1941 10/25/2022 ELECTRICAL CERTIFICATE NO. 47463 9/15/2023 PLUMBERS CERTIFICATION DATED 9/26/2023 B a Piecuch t ri a Signature TOWN OF SOUTHOLD vsoFFet�-o BUILDING DEPARTMENT �A o jo aye C4 X. TOWN CLERK'S OFFICE 'oy • o� T 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#: 47463 Date: 2/17/2022 Permission is hereby granted to: Skrezec, Joshua 21905 Main Rd Cutchogue, NY 11935 To: alter an existing accessory garage to an accessory apartment as applied for per SCHD & ZBA approvals. At premises located at: 21905 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 109.-1-8.9 Pursuant to application dated 1/18/2022 and approved by the Building Inspector. To expire on 8/19/2023. Fees: ACCESSORY $424.80 CO-ACCESSORY BUILDING $50.00 Total: $474.80 B it ng Inspector so�ryo ,moo �o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin al_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joshua Skrezec Address: 21905 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit#: 47463 Section: 109 Block: 1 Lot: 8.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Jim Sage Electric License No: 3635ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 21 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors Disconnect Switches 17 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, W/D, 200A Panel 40 Circuit/ 19 Used Notes: One Story Apartment Inspector Signature: Date: September 15, 2023 S.Devlin-Cert Electrical Compliance Form Town HaII Am= Teaephoae(631)76: 54375 Main Road Fax(631)765-9: P-0.Bax 1179 G Southold.NY 11971-3959 BuH.DM DEPARTMENT TOWN OF SOUMOLD SEP 2� 2023 CLI RTIFICATION Building Department Town of Southold Date: BadingRmukNo. 47 63 owner._jQ 5k S kre-zejc Mease print) TIMM I Cafify dua the solder used in the water sup*system cenuris fess tea 210 of iso r aSlgilS�t�� tl-�- OM ID befom ate this t( _ hof tt ,.r 2DI ,.� QEUSMI A.R177Q fl PgtiiiC: 'R a6 o t�teal{ri;C A ?,io_OiFi6er. 3 ` oapmed to 'gfc;jic county_ .. - j/ Corrimis�ion :.R:ra`i,�aTCr�V,2 Nates Puihlic, ` Couniv �� o��OF SOGIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC -ON [ ] FOUNDATION 1ST ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [/FOUNDATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vk*6q f V)(t%Vr 4 M S � d4"r- 1 DATE INSPECTOR ho�*tf SOUK,°6 LO # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 765-1802 INSPECTION s [ ] FOUNDATION 1ST [ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: TW 6F-0y&b PLoc'6b-TU1m8Ztr6 . 1657- Q ©tA `� Z'o F !— DATE INSPECTOR OF SO(/Th�� _ TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vr'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: .4s lo-4s. DATE INSPECTOR OF 50Ulyo u 7 �3 2 °�a TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTIO N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [&LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R'ENTAL REMARKS: 4t/' n 6v-, C ,1All cPI.Irl re CIL, r, oo G a VSA DATE 2 2 INSPECTOR IV soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 3 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OL. V15 dam, • Jr Y� `r DATE INSPECTOR ho�apF SOGIyo� l 1!/ 12,.l V �5 Pe—�Z—S * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMv,e�'' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: � o DATE INSPECTOR i \ r souryo� -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycvurmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCA� ULKING r• CAW-[ ] FRAMING /STRAPPING [ FINAL bff • 4 ,HM- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I m4 .-fi-se S&PA�� 79�_ Cv�� 40% Qj �v L aw (2 DATE INSPECTOR As per the inspector, the plywood has been doubled-up on the flooring area in the storage space above the apartment.Two layers of 1/2"plywood. PI LAYER 2 LAYER 1 th oS 00 CO)a 0 a a� FIELD: NSPECTION2'r RT FATE::.:. GON VIENxS 1V FOUNDATION:( ' _ �:C � .:fit:��•'�:i';ih;:" - .•{.': r ra FOUNDATION'(2ND,- Y C7 ROU H' ER.Al PL-- '211NG Aov s y w- , -o ;. 1?? :.CX< .�'cl' '-`'.'' n 5'lJ hen GP.4fJ INSULATION.PR. Ga�L►2• y STATE ENERGY CCjIjE PIN. Q,L orb; a;. by - 33;ri':.e::'.'i at►F,nom?tii FO(� co TOWN OF SOUTHOLD,—BUILDING_DEPARTMENT N Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 �� • a�� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtonMa.gov' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� rte.. L� PERMIT NO. "Building-Inspector: JAN 1. 8:.2022` Applications and forms must be filled out in their entirety.'lncomplete, BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN Or SOUTHOLD Owner's Authorization forrri(Page 2)shall be completed. . Date: OWNER(S)OF PROPERTY: Name:JOS�ALL�Skezg-zgC /JLA1ie79.jMee SCTM#1000- 16G1 _C Project Address: C, kwqye �3 Phone# ZGI.—.8G2-- �ilo� .... ; 1 ,Embil: .JSfeZeG t�,�ll� 1-2t. Mailing Address: 2-1 6[0 J M f fl P- L_+O_�j0 .Lt 1 - CONTACT PERSON: Name: j u 11 G ,.oi�n Mailing Address: -ft�V10 r,L� ll9j� Phone#: 07-- S(02 C1 Ema.il: .J.SK(2.ZeC �. to.,i'1 I.�►�e a >'te� DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone,#: , ; Email: CONTRACTOR_INFORMATION: Name: Mailing Address/: I L� Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration,❑Repair:❑Demolition ` It/(�e4 Estimated Cost of Project: 10 `i Other COnye-yiinq -7So.,gk' of Q1Clsbyiq G�ra�e .� �1.u�2 $ 70, 000 Will the lot be re-graded? ❑Yes7No Will excess fill be removed from premises?:'❑Yes. No 1 PROPERTY INFORMATION Existing use of property: V-N�St p Intended use of property: Zone or use district in which premises is situated: . . - Are-there any covenants and,restrictions with respect to C this property? Dyes No IF YES, PROVIDE A COPY. ❑ 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 dS 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 orfor 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): �h `(� �. � . ❑Authorized Agent.: O.wner Signature of Applicant: .. Date: keg- I. STATE.OF NEW YORK) SS:, COUNTY OF r l , aYYI DP 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual Is gning c�act)above named; (S)he is thei(�P(�• (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 applicationfile therewith. Sworn before me this Iff±dayof .Qnar 20D, otairy Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.OIDW6306900::. Where the applicant is not the owner. QUALIFIED-IN SUFFOLK COUNTY ( pp ) COMMISSION EXPIRES JUNE 30,2jQ2_�_ residing at do hereby authorize -to apply on my behalf to the Town of Southold Building Department for..approval as described:herein. Owner's Signature Date Print Owner's Name 2 4 BOARD MEMBERS Southold Town Hall �QF SO(/r Lesi:ie Kanes Weisman,Chairperson � y0 53095 Main Road-P.O.Box 1179 Southold,NY 11971-09.59 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • ,�a�0 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento l�COU ��.'` Southold_,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD : .... . PR 2 6 2021.. T. (631)765-1809 i Fax(631)765-9064 SOU Old T6wn C9er FINDINGS, DELIBERATIONS AND,DETERMINATION MEETING OF: April 15, 20-21'. ZBA Application No: '7482SE Applicants/Owners: Joshua A-Skrezec and Julie L. Rompel PropertyLocation: 21905 Mairi Road,.Cutchogue SCTM No. 1000-109-1-8.9 SEORA DETERMINATION; The.Zoning Board of Appeals has visited'the property-under consideration in this application and:determinesthat:this review falls under the Type;II.category of the State's List of Action s;without further'requiremonts und' -SEORA. " -SUFFOLK COUNTY:ADIVIINTSTRATIVE;:CODE: :This..applioa#ion was referred as.required under the: . Suffglk_Couriiy_Adini its fia'e-Code:.Sections,A .14114�.to.23; and`the Suffolk.County.D partinent_of Planning issued its reply:dated February 18,2021 stating that,tliis appiieation".is considered a matter.for local determination.as there appears:tcj:l e:rio.signifcant-county-wide;or inter-comrriunity impaet. LWRP DETERMINATION; The relief, permit, or interpretation requested in.this application is listed under the-Minor Actions:exempt list and is not subjectto review under Chapter 2.68. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 2$0-13(B)(13)to.estalilish an Accessory Apartment in an existing accessory structure. The applicant also requests a variance for the accessory apartment square footage of 753 sq. ft.where 750 sq. ft. is the maximum allowed and 450 sq.ft. is the minimum allowed. . PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 1.802=acre parcel located in an R-40 Zoning District..The parcel rims)87.60 feet along Main Road(NYS Route 25). The parcel runs 198.95-feet on the West side,337.82 feet on the North side and 283.96 feet..on the East side. The parcel is improved with a.one-story frame house with aftached wood decks and'a frame garage,all is shown on a survey prepared by Nathan Taft Corwin L.L.-S., last revised December 29,202-0. ADDITIONAL INFORMATION`. As part of the application the applicant submitted copies of the following documents relative to the property and their full-time residency status: 1. Rental Agreement and Lease. 2. Board of Elections records 3. New York State Driver's License of owners and tenant 4. Sworn Affidavit of ownership of property Page 2,April 15,2021 7482SE, Skrezec-Rompel. SCTM No. 1000-109-1-8.9 5. Certificate of Birth of owner 6. PSEG Utility Bill indicating subject address 7. Recorded Deed of Sale 8: NYS Star Registration FINDINGS OF FACT: The_Zoning.Board ofAppeals-held a public hearing on this application on April : 1,.2021 at which time written and oral'evidence were presented.Based upon all testimony, documentation,personal inspection of the property and the surrounding neighborhood; and other evidence,the Zoning Board finds the following facts to be true.arid relevant. In considering this.application,.the Board-has reviewed the.-code requirements set forthpursuant.to Article III, Section 280-.13(B)(13)to establish an Accessory Apartment in an Accessory Structure and finds that the applicant complies with the requirements for.the reasons.noted below: 1., The Accessory Apartment unit will be located on the first floor of.the accessory structure With a non- conforming area of 753 square feet of livable floor area,where the code.permits a maximum of 750 square feet,pursuant to the Chief Building Inspector's"Verification of Livable Floor Area"of plans submitted by MCH Design Services, dated April 6;2021. Calculations of the livable floor area as shown in the Area Schedule oti•these.plans,totals 748..square'feet: 2. The dwelling unit complies with the definitiori.of same in §280-4 ofthe.code and complies with211.code requirements as 2:80=1 defned iri Section. .3.(B)(13)bfthe Zoning Code except.for the size- the apartment. The owner confirms that the accessory apartirient shall not,contain.less than 450 sq.feet,:bufthelaccessory apartment will:exceed 750 square:feet'of livable.floor area;by 3 sq. f t. .with.an overall square footage:of. 753 sq..ft. all ori.one floor with only one full bathroom, as determined by the Building Department, in . . contradiction with the.calculations totaling.&48 sq. Efts as shown on.the plans submitted:by.MCH Design Services, dated April 6,2021. 3. The applicant herein, owns .and.resides at the.property and will continue.to occupy the.single-family residence as a principal residence in conformance with the.code requirements as set forth in Article.III, Section 280-13(B)(13).6, 1-4), and as documented by copies of driver's licenses., Suffolk County Board of Elections Registrations, Star Registration,Utility Bills,Deed of Sale, etc. 4. The occupants of the accessory apartment will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry.,and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article III, Section 280- 13(B)(13)0, 1-4). The tenant of the accessory apartment will be Susan J. Skrezec,the owner's mother, as evidenced by copies of a lease. 5. The owners' plans comply with the on-site parking requirements and provide for a total of 3 parking. spaces, as shown on the site plan(survey)by Nathan Taft Corwin L.L.S. dated August 6,2012. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. Page,3,April 15,2021 7482SE, Skrezec-Rompel SCTM No. 1000-109-1-8.9 7. This conversion shall be subject to a building permit, inspection by the Building Inspector, and annual renewal of the Certificate of Occupancy. REASONS FOR BOARD ACTION DESCRIBED BELOW: Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood;.and other.evidence,ahe Zoning.-Board finds.the following facts.#o be true and relevant: 1) The Accessory:Apartment, as applied for; is reasonable in relation to..the District-in:which.:is_loEa#ed; adjacent use.districts, and nearby adjacent resfdential uses. The.siibject lot.is a large lot and:d6es riot have any close neighbors. -2) This Accessory Apartment shall'be in conjunction with the owner's residence in the-Accessory.structure, and as proposed will not prevent the orderly and reasonable use of distrk%'and adjacent;prope#ies.. 3)'No evidence has been submitted-to show that the safety,health,welfare,.comfort;convenience,order cif .the Town would be adversely affected. 4)The special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein,and issuance of a Certificate of Occupancy from the Building'Inspector is required by code before an Accessory Apartment may be occupied. 5)No adverse.coriditions were found after considering items listed under Sections 280-142.and 280=143 . of the Zoning Code. RESOLUTION.OF THE BOARD':In considering all of the above factors and applyirigtle:balaricing test Under Ne*York Town Law 267-B,motion was offered by.l�Ieiriber'.Dantes.second0:d liy lY ember Weisman.: (C hairperson);and duly carriod,to-.-.. :GRAN'a:.Special Exeeption.Perniit as.applied.for, SUBJECT TO THE FOLLOWIN.&CONDITIONS: 1. This Special Exception hermit requires'an annual renewal by a Code.Fnforeemek Officer: It:is. the.auplicant's responsibility, to apply to.the.Bu.ilding Department:each year.to.renew the-accessory apartinentpermit� Failure to-do so may require.a public hearing.Before the Zoning Board of Appgals to.review potential action to revoke the Special.Exception Permit granted herein. 2. This Special Exception permitcannot be.transferred to new owners AREA VARIANCE RELIEF: Regarding the required VARIANCE RELIEF for the 753 square foot accessory.apartment where the code permits amaximum of 750 square feet of livable floor area.the Board finds that: The-applicant's agent calculated the livable floor area of 748 square feet and the Building Department calculated the livable floor area of 753 square feet. The Zoning Board finds that the Building Department's determination is correct. 1. Town Law§267-b(3)(b)(1). The requested relief will not adversely affect the character of the neighborhood or be a detriment to nearby properties because it is de minimus in nature and is interior space that will not be seen from the street or any nearby property. Page 4,April 15,2021 7482SE, Skrezec-Rompel SCTM No. 1000-109-1-8.9 2. Town Law 4267-.b(3)(b)(21. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance because it is only three-square feet,which does not warranty re-designing the apartmentto.conform to the Building Department's calculations: . 3.Town Law 4267-b(3)(b)(3). The variance.granted herein-is not mathematically substantial,. representing 3%relief from the code. -4.Town Law 4267-b(3)(l (4):. No evidence has.been.submitted tb suggest that a variance in this residential community will have-an adverse impact on the physical or environmental conditions in the neighborhood.The.applicant must.comply with Chapter.23.6 of the Town's Storm Water.management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been.self:ereated. .6. Town Law 42.67=b. Grant of the requested relief is.the minimum action necessary.and adequate to enable the*applicant to enjoy the benefit of.a 753 square foot accessory apartment in an accessory structure RESOLUTION OF THE BOARD: In considering.all of the above factors and applying.the balancing test under New York Town Law.267-13,motion was offered by Member Dantes seconded-by Member;and duly carried,'t0 GRANT the variance.as applied for.ao.ace'essory.aparti'ent mea axing 753aq:ft., exceeding three(3):. 'feet above the allowable maximum size of 760-sq.ft. SUBJECT TO.THE FOLLOWING CONDITIONS: 1. The applicant shall submit two updated Architectural Drawings(dated 4/6/2021)signed.and sealed.by a design professional:.` . . That the above conditions be written into.the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings-cited in this decision, may result in delays and/or a possible denial by the'Building Department of a buildingpermit and may require a new application andpublic hearing before the Zoning Board of Appeals. . In the event that this is a special permit subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met, and failure to comply therewith will render this approval null and void. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 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 Page 5,April 15,2021 7482SE, Skrezec-Rompel . SCTM No. 1000-109-1=8.9 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;grant an.extension not to exceed:three (3) consecutive one (1) year terms. Vote of the Board.. Ayes:Members Weisman(Chairperson);Acampora,Dantes,Lehnert, and Planamento(5-Q). ..: she Kanes Weisman;Cfinirperson Approved for filing /20 /2021 � asC M C H APR U7 Z021 oe:10�se..��®, �M�Of www.mchdgsignsgrv_ces.com Phone: (631)29&2250 email: mschaelamchd—nsenrices.rAm Ql" t W W �v. x CL Aoo CLW z IW ° x _ W N :Z) r DRAWN BY:MH PROPOSED APARTMENT 4/6/2021 SCALE:SEE PLAN FINAL MAP REVIEWED BYSBA <�oF Ne,.vY SHEET NO: yPt`9 EcR9° SEE DECISION#471t`62-5f- DATED lJ-� 1 X031 A-i �� M C H 0-19,S-1— ph— (631)29a-2250 er 1—phone:(631)296-2250 i email: mirhael@mchdcsignserviws- - — 20n1 A R �?0��• n9eoary0fg0 �a15 W < V � PROPOSED SOUTH ELEVATION W dp SCALE:1/4"=1'-0" A �Q w Wzz Q P4 Ln D wa x WN NS o u DRAWN BY:MH 4/6/2021 SCALE:SEE PLAN of rP�E 1 OCE Yc�. EXISTING SOUTH ELEVATION SCALE:1/4•=1'-0" FINAL MAP I � ><s ••', SHEET NO: REVIEWED BYZBA; 2 SEE DECISION#2Y—T251JFa n»sn �•� DATL"D—j-/ 6/pj7;q_ pROPIESSO<\P' A-2 M C H Deslg.Services Mmw.mchdesianservices wm phone' (631)29&2250 mail: -. mi designservices—m ED ® 2onin4 BoahyOf APAeals Z PROPOSED WEST ELEVATION W SCALE:1/4°=1'-0" PROPOSED EAST ELEVATION SCALE:1/4"=1'-0" w Q � O a � a Wzz Ln CD 0 FEN a N ; O x U O DRAWN BY:MH EXISTING WEST ELEVATION EXISTING EAST ELEVATION 4/6/2021 SCALE:1/4"=1'-0" SCALE:1/4"=1'-D•' SCALE:SEE PLAN OF ` FINAL MAP !.Dfp.4,. SHEET NO: � y'� �,y . ;\ REVIEWED BY ZBA SEE DECISION# S 7 `' DATED/ /a��! J ' �FE SIONP A®3 pe319n S—ICe, www—hdesion—vice=m phm (631)298-2250 ' ema7: micha t '9nsenrices.com A R 0 g _ zoningBOd�Of Appeals W w z a PROPOSED NORTH ELEVATION �/ w o SCALE:114"=V-D" Q A o� W o, wzz Q Ln CD wax W N N O x U O DRAWN BY:MH 4/6/2021 EXISTING NORTH ELEVATION SCALE:SEE PLAN SCALE:1/4"=1'-0" of Y FINAL MAP hP� °E° * SHEET NO: REVIEWED BY ZEA SEE DECISION#`I ASF v DATED I I �� nF7q iF'SSi°NP�� A-4 Ru- AREASCHEDULE M C H NAME AREA DDf1eD soFxIDDE KITCHEN 189.8 sq ft. w—.""hdeshinservi-s mm LIVING ROOM 260.9 sq ft. Phone: (631)298-2250 BEDROOM 125.1 sq ft. email: michael@mrhdesignservioes.mm CLOSET 48.7 sq ft. 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OmiwLtOxpmOx[WxImuMTmd WKIM. nl.uxmlerweaxa.Br.aB.eawalXmna.e.mWmmr[a•Walavfo- •mlPaarrB,mPl:.. .wll 4roRaEwFfaL,E3T ....�...�.... , DRAWN BY:MH btlNry Ne.r:YwmdRY,me mgu+r aar Plain rd lean vamnRm preq.ormarwem brwmwHaetlNq 501LmMPACTION. rm_am. r D]Y 31.NYKvrnmw.verro pwaa Brd Mrm lPveM aawrgsw ae(oval .w�'mmrMnrAe Peeled) wv�tlening i]I�WUNmetleMsslm[ef mlM•WdTRL PRFevAmm:mrrN.em vMar Co.rtivvtivua.hgvlm:amd gvwaL Een YmudnnlbpaelNgro 181E �- w...m.er._ew.. .aM1R,W N.dr. x ,.Lm.pmr.fmlJadOarrobMrrtlWmP.wa,mA.Rm.au;mmeaa3mrt„mma am..ro,.e.m.�mml.,r.mm r fie_, 4/6/2021 ELECTRICAL NOTES: eembnambmaHw.m.RemNeemPeem. r., .m, erer ruMay., me IL AB elntrtrd l.blmr.Been pI N.Yl0.nldmlitl Cmvrrwlmr C.du manEa..plmA.bg buueromlNalnbdaarn .e.r,.0 wn...rer...r.ee IIS.An bvliwane.am�Vr Wd mdauTMnml,trnml Coag.wa.w ar,Gh..mRadN n. rwwraTmn ....0 ase amw..ab..wm.nrw.mva S/B'Vuhrype-e a.el.M.M mbpent el Mnl6R }1.Alltlem3miwvgaW bggrv..dbv.WafdueUwemgn. Rnmrrww,wnmrvice5 ml�:.:�N�EanAErM,..B„etrNpnE.braarAN. „rnrb�taag.L�rnmrbndaaB,amb.Pm,B4E Dr...ref..aA._..r...e...............x.....>_.[... SCALE:SEE PLAN 31.Mdeemlwvilemngrywalr]DI,ML - ru0 pvm°L IoM rmw,a.PBa Im am,ax a.nb MEanee.,a.rlmAwtlnbminm .�pp�eamr.N.rrmtaaB tr.pmeawa.em.M.rtrk aeawnm FPDM �.Branfaaaeermm,.wea.nWmmlx enea.k rmm,Ama.r Pn,mm uu F � rypemrt..Llaer. Rl15 dIK. 16).MEg Plrtn.wwmdMmu.d Wamrmd.mbPrna.e;nNSD pl.k,ro FINIAL ANAP g,�P'�� y,DFe �o,�� SHEET NO: REVIEWED BY ZBA 1 SEE DECISION# vK�S DATED A- o72 �5A2 F? RDAESSI NPT' NOTES, 1,ELEVATIONS ARE REFERENCED TO N.A.V.D.1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 2.MINIMUM SEPTIC TANK CAPACITIES FOR ACCESSORY APARTMENT IS 1,200 GALLONS. 1 TANK;8'4'DEEP 3.MINIMUM LEACHING SYSTEM FOR ACCESSORY APARTMENT IS 300 sq 1t SIOEWALL AREA. - SURVEY OF PROPERTY 1 POOL;12'DEEP,8'BIT.. _ - PROPOSED EXPANSION POOL � SITUATE ®PROPOSED LEACHING POOL 1 FEB 14 2021 CUTCHOGUE PROPOSED SEPTIC TANK _ ,.,•f '.'`T'�� TOWN OF SOUTHOLD N 4.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ALOSALYTTTI I SUFFOLK CTNDYCOUNTY, NEW YORK OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 337•B2� `' S.C. TAX No. 1000-109-01-8.9 SCALE 1°=30' N g4'84-2.2'10"�10'� E DW.M« H« 1 i l o AUGUST 6, 2012 DECEMBER 29,2020 UPDATE FOR ACCESSORY APARTMENT Cl I I I AREA = 78,507 sq. ft. m Ia 1 y ,,,,nwa ay sEFs .• 1.802 ae. tzl 15' RW DE O- \ 1 DR IG RIGNT OF WAY w. 5'WIDE 9� '- R UDUtt EASEMENTS i' 44gx�� ♦o' i Fp,,YE GARAGEJ____ •'0 � -- 1 �:I \ v ,��o o �,yMpk. e 9 I :� TEST HOLE DATA �aEsr xa,X• � h h A\o ' m Er Su°9 �� \ \ I • +yh i i �ti� \ I \ I yOy '• vIxR BFNO SO a EN°RRv<ENm GO O• ` I N lL A) O�A HE� IDLE BUI-E AS 6TABUSxm � ' smlNTlw°uis AVO APNRavm AVO AOorrzo �'8 6� 3 WE" W. Eq',roIIX SWTE-B TJ' 1,790't �y' �j „�.. •, Tn N.Y.9.Uc.NO.50457 ...ROA bb r .. mA,AAvBAxDx —°w—ISO ME NEw TOBx�STA E Nathan Taft Corwin III m�E"'� Land Surveyor .. SxRVEE VM NOT.— • ON i'uuvSM—NTIIOOTms CENS UO CFRONGMNS NDDUEO NEBFON SHN1 RUN S...m F Ta:Sbnley J.Is ksm,Jr.LS. G B VR9 E.PF.-NI X4 BJWiTTO T E� Joseph A IngeSno LS. AGExn AVO TRI,Slrvep—S!,&W-— S t.Plans— Qo Elis,LOyBO uamurmN uTHE NmmN.I,VS io Mi A65BBI[m N ARE-'NG TA ixsn- PHONE(631)727-2090 Fax(631)727-1727 ,unoN cL0.110unws ARE xm TBAx6FFPlet£. THE EXISTENCE OF RIGHT OF WAYS OFFIC0 L004TED AT NAM1WO ADDRESS AND/OB EASEUENTG OF—RE.IF 1566 Vain R Hl P.O.B..16 ANY,NOT SNOWN ME NOT GUARANTEED. JRmespOK,N-Yah 11947 J°moporL Nei York 11947 40-32! p OFFOLkC' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o TowJHF IIAnnex - 54375 Main Road - PO Box 1179 o JAN 1 9 2022 Southold, New York 11971-0959 ` 131i" J Telephone (631) 765-1802 - FAX (631) 765-9502 iowry o,,roger-r(a)southoldtownny.gov - seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2z- Company 2Company Name: �i rn 614c-ie- Electrician's j1 -ie—Electrician's Name: , License No.: � Elec mail: Guy o ,� ?' >L. Corn Elec. Phone No: -Fqq 1 request an email copy of Certificate of Compliance Elec. Address.: Aj- JOB SITE INFORMATION (All Information Required) Name: -5wwA Address: 9I Q5j MAW iQ - 1/9<35 Cross / <3 "Cross Street: Phone No.: 6 j�Ll Bldg.Permit#: q7 J,to',!) email: OPSU Tax Map District: 1000 Section: /(j q Block: G/ Lot: & 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Inti ISM[-,,JG )I- V46676-C1W Gi 4 lAfM .0A/V' $�.0crvn Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES gNO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued.On Temp Information: (All information required) NService Size 1 Ph❑3 Ph Size: A # Meters f Old Meter# ew Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect[:]Underground Ove ead # Underground Laterals D 1 2 H Frame F1 Pole Work done on Service? Y N Additional Information: � PAYMENT DUE WITH APPLICATION gufFU(k BUILDING DEPARTMENT- Electrical Inspector FF TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ,J0 2022, Southold, New York 11971-0959, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr6c southoldtownny.gov _ sea nd(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �4C.,6- A��Cyfl- Electrician's Name: q , License No.: Elec. mail: Elec. Phone No:( - p ,4 -1q 1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: � � �5k-sca&6 Address: ( Cj`' Yh Aw zb - !l 913 Cross Street: Phone No.: ria Bldg.Permit � email: 'SS a Tax Map District: 1000 Section: A39 Block: G( Lot: 8. 9 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: Y S ff NO Rough In Final- Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: O'O A # Meters Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect❑Underground Ove ead ❑ ❑ ❑ # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��1 PERMIT # Address: Switches • Outlets GFI's Surface Sconces H H's uc Lt5 Fans 11. Fridge H� ALJ Exhaust Oven /" V W/D �� v" Smokes DW Mini Carbon Vk Micro Generator Combo Cooktop Transfer 6 P� Hood Service Amps Ijave Used Special: a� Comments e 4r WELL �n +1 WELL , SUFFOLK COUNTY DEPAkR `JIENT OF HEALTH SEF39IF ES I SYSTEM A`r'PROM O'F C��l"RtfCTCD V'dOnRyCS FCS SEP 2 g 2023 SURVEY OF PROPERTY ontoSIT UA TE —��'�-'�-� •��•�--�-�.�.—. Date Qt3uFtrtgng[?ePartment CUTCH 0 GUE OCT__2_5_Fi �i1�7 H.S.Ref. No. �l - Town of Southold The sewage ct3;,{w•sal and wale.;Zk{-71y k",Pitles at this IG Von hm begn TOWN OF S O U T H O L D inspected and/or cPrilfled by this D�1>�rTtenc or other apmIT�Di�and ,10 SUFFOLK COUNTY NEW YORK be sagstachm•FOGA TOTA!<(MAMMUM OF_ 4 Bi_DROO&4�. CL N101F S.C. TAX No. 1000- 109 -01 -8.9 SALVITTI t , CONC NI�I LEFACSII I rnMILY DWELLING 337I.18\ 2INII,I II e •oIIIII• 00 Np 99SCALE 1 _Craig Knepper, PE., Chief CE 6NlL � ;lw AUGUST 6, 2012 PArNo 00 5'W ZDECEMBER 29, 2020 UPDATE FOR ACCESSORY A PA WATER RTMENT NOVEMBER 2ODLI '10" E CNN4pIcE MARCH 19, REVISEPROP0EDSEEPTIC SYSTEM LOCATION N84•22a Y, 12 \ MAY 17, 2022 LOCATE INSTALLED WATERLINE � 16. 1 \ AUGUST 19, 2022 ADD SEPTIC SYSTEM FOUN xD1cocz SEPTEMBER 20, 2022 AS—BUILT SURVEY FOR ACCESSORY APARTMENT pc1G 5 " 5O' 44— FFN E / 1I / I I I I //I I II I \ \\ \ \\ \\ \�` I I •aI I . IW p1p 1 \ . ' . AREA 78,507 sq. ft. tic \ // 1 / I�, i I I I i 1 raN�►DmONER \\ \\ \ \ 1 I I ,I I z 1.802 ac. fit^ . I• v CE p33 WOOIP°s� I \ I I I I I ` I NOTES: I I OI1. PREVIOUS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REFERENCE No. 87—SO-194 X042' \ I 1 4.0' TYP, I I / I AmQ I \ I I I I III I 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o I EXISTING CONTOURS ARE SHOWN THUS:XX sTFpS IIPz� I wOFn,T. T 4.0'0 1I I1 I / 5'I W/I1DE$ UTLITYIEAMENT40 APAMo S / Ee QO I�I II I III SEPTIC SYSTEM TIE MEASUREMENTS — — 50.3'ORY //'� / // / / I 4D.s r, t--+. �l�.a�(—l—-� I .•':I GARAGE GARAGE / / / I CORNER QA CORNER 80 \ FRAME GARAGE / �/ / w� / / o / / / / / I . B / \/ I — — — — APARTMENT / ��, / / o/N / / / / / m SEPTIC TANK 70.5' 30' 3S——— w ACCESSORY / e o / / II ' • I C VE \ ASTONE // / / �^i 23.3 — —/68.5'/_ , — — S / / 5FONE/wAuc / 7 / �— L LEACHING POOL 36— F.FL. EL. 35.5' / I J!I 81.5' 37' CONC. APRON°; / i\1 / / / I I I COVER 1 LEACHING POOL 2i HOLE .— _..- CLEANour� // qG� �/ /� / / "qs / / I f I : COVER 2' 84.5' 47' — a• — •—ate d•. i / i 34- - \ O LEACHING POOL 1 / / \,/ I I / / I : 15 15' WIDE -SEPTIC RIGHT OF WAY CAST IRON Q 1. • m V / / O I I • LA LEACHING POOL 2 / ,-w:',: �� p / / / I ` l I I l • I O / / TEST HOLE DATA yS� G <<^ ' \ I . �.+. I ;GONG-• PATIO: / m < O F / / 1 / \ / / / / / I , : D 'b O (TEST HOLE DUG BY McDOLmL GEOSCIENC ON NOVEMBER 20, 2020) V DRAIN .'� •� GRATE ELEV. 34.2' 0. OO�t^!G o� \ • . ! I / // // \/ / / // I a •;• . I �1� DARK BROWN LOAM OL 34, y 0n��tiO ` \ \\ \\ ••• Ia • :' I // / WOOD i / \`// / / •'' i b I[BROWN CLAYEY SAND SC .. Eli `�vie •. . •' �4y / / / / I • I �\ \ \ ; ASPHALT ORMEWAY 10' I / / / ° ;,A " 36 \\ \ \ \ \ • • . �Re / 0 / \/ I I I •'.'• PALE BROWN FINE SAND SP BROWN CLAYEY SAND SC 16 6 PO� \ \ \ \\ \\ \ \ I' Vit. r • \e+ �' I :y. ...%.;: 0.\ \ \ \ \ \\ \ \ \ \ 1 \ e `+i'' ^"t''y>'. PALE BROWN FINE SAND SP \ \ 4l \ \ \ \ ELEV. 12.2', �. NO WATER ENCOUNTERED +�'WELL \ \ \ \\ \ 1 i `�: \ \ 1 I \ \ • I `10 EL 10.3' 23.9' A I •' HIGHEST EXPECTED GROUND WATER TEST WELL No.US 4101407 znn�1 .c, 4.1 o \ I \\ i / / /' I I \ • PREPARED IN ACCORDANCE WITH THE MINIMUM / I / CE /� I I R r ' • ,•,e •,•�, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED !!'' / / �A�` . •. BY THE LIALS. AND APPROVED,AND ADOPTED / U�'K / / Phi' \\e •. • :' �• FOR SUCH USE BY -NEW YORK STATE LAND / / GHp1N / / / / i • TITLE ASSOCIATION `-"_CESSPOOL r OF790 ICA ?L " '`��/�11' . `•: •G •• :e . ,•• .\�\\/) \ �. Lic. No. 50467 `� KK • Y P . • .. : . r : . OA •.\• b Y VA UNAUTHORIZED ALTERATION OR ADDITION ■ • j• ' ' i ry A� U6uG PSR TO THIS m SECTION 7209RFSTHEV EWTYORK STATE Nathan Taft Corwin 111 EDUCATION LAW. Land Surveyor •'�• " � � COPIES OF THIS SURVEY MAP NOT BEARING `, L OR EMBOTHE SSED SEAL SHALL D SURVEYOR'S INOT DBEECONS CONSIDERED 2 2022 TO BE A VALID TRUE COPY. L CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40-3 1 Design Services www.mchdesignservices.com • • • 298-2250 • • •- • • � _ ��f1�,.,.fi ✓4 � r �, �:. � � ) `�, 4' tri - ... ;♦2.'y T � -� r�> F '� ]A ��? S., T •. ^ ,i" tip..�\ 4 '::K l ,, .�' :•' 1'; 9�4 y'n.r -� R , ..., � -...-;. c. �� .. �.��y+f •�� ::. � �t -yam`? .�g� ..a.- �,\ -,::1vQl�Y fir...7��." .y��, �•t•�. ,• +�`� ty._a. ami 5��"� � '�-. �'�•, �X`,` - .� ,>,�l)lu,. .�^'7ktw .,s:�s.:t- 5� ;;��f - - 4 ,'d,F'... �%,-._ _ Y r , u : r ,.." - .:.::.ary,.- :.•'•fid.. ,'��'� ,,. ,n. 1 i �- .. _ �h`'- - - A Ms LIJ yi �.,�.-;•:. - '`Zc �5.'. r��`m `l-...<.� - ',,.,r -., r 'u'fi2a,. <\. r 0 - _ z 4 -t i;�s.� .y} Sr {y4'77w 7111114 , CIO un LLJ IN C) xa a 3 i t X YS , y ' r.� n 4• �r 'plc�•" - ;'.+._ �'.? l � � A: s - j _ , .tl f �`�I`�a, .t '�„� y A '6� M •`F - ,,...,...��' "�C �. '^� '}' `F y1�.Jar +�, �+r� �. �� 1:.. ` ';.'.! �:; -.,,5.. 1 ti I' , \�.;-. .� � ... yam, �i�....�•� .. � ��'..'w"'" �r�-_.� �p .r �.�Z�'�`. . '� - • i , is CIO of • DRAWN . w . SCALE: 1 + R . SHEET �« 1 • • R t. R • M C H Design Services www.mchdesignservices.com – — — – – – phone: (631)298-2250 email: michael@mchdesignservices.com Ln ujZ w V x PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" � W � Pw a `f' z z w � < � w V Q o P4 o WNNx - - - O V 0 00 Ln DRAWN BY: MH 4/6/2021 OF N��,ySCALE: SEE PLAN F Y EXISTING SOUTH ELEVATION C-D�P<<, SCALE: 1/4" = 1'-0" l '. � �= w SHEET N O. n c y w ti0 A��FESA,I S1 NP 1 ' J u M C H Design Services aa www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com PROPOSED WEST ELEVATION W SCALE: 1/4" = 1'-0" W PROPOSED EAST ELEVATION V x SCALE: 1/4" = 1'-0" Z P4 � wQo A °En � Q6M w z z < P4 -e, w �D V L D woo W N N x c� W H D P4 �D O O n.. a DRAWN BY: MH EXISTING WEST ELEVATION EXISTING EAST ELEVATION 4/6/2021 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: SEE PLAN � F pF NEW Y ��P� '�. DEfR�QUp* SHEET NO: w 2 c�� Al FESS NPv 4 2M M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com rE Ld W - U � PROPOSED NORTH ELEVATION W Q p SCALE: 1/4 — 1 -0 Q 0 FSI � W �••�i•� Z W � P4 DV o c� wC7\ 0 LU N N x O CIO O CIO DRAWN BY: MH 4/6/2021 EXISTING NORTH ELEVATIONYo SCALE: SEE PLAN F pF NEW SCALE: 1/4 — V-0" ^ � r W SHEET NO: y w Q o 5p A�aFESS► NPv I , , i I , , l I a 1 I AREA SCHEDULE M C H 1 NAME AREA Design Services 1 1 KITCHEN 189.8 sq ft. I I www.mchdesignservices.com LIVING ROOM 260.9 sq ft. phone: 1 (631)298-2250 1 BEDROOM 125.1 sq ft. email: michael@mchdesignservices.com I CLOSET 48.7 sq ft. PROPOSED APARTMENT INSTALL 2XACC14LEEPERS@16"OC BATHROOM 59.3 sq ft. INSULATE AS REUORED(SEE DETAILS) INSTALL 3/4'SU13FLOOR FINISHED FLOORING A5 SELECTED BY OWNER PANTRY/ STO RAGE 33.1 sq ft. 1 I I ' LAUNDRY 31.1 sq ft. , , 1 zI ENLARGE/ADJUST rr1 CLOSE OFF OPENING CLOSE OFF OPENING OPENING FOR DOOR - I U8"PC(ALT.BLOCK) 8"PC(ALT.BLOCK) (TO BE 3'EGRESS) tee•' a >aPe•' a pa`Te. v0 n `pa�e .� ' ,a•°.c�4 °• �e•v oa I PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" r I w I C1.4 En z , uo UDLoO r h� ----- --- --- -------- - - ---------- LAUNDRY/PANTRY 1 B24D ' 5' 0%211 m 61-1" N 18'-9%" 12'-2" linr 41 , I ' I ' KITCHEN / W/D� ' THEDRALCEILING O 45min FIRE RATED DOOR w/ 01 ,/ , 1 SC HINGES AND STEEL JAMB / - _ , O d x �•/ UNCONDITIONE „ ; ' 0 TILITY CLOSE EJECTOR 3 -9 61-111 - O O , j PUMP / -' I i I W BATH N ' 1-611 ® Zn 91-1011 , -- 1 FURNACE / FREES NDING - I WATER HEATER / LINEN CLOSET e—I _ LIVING ROOM ////// 1 N I EXISTING GARAGE X 1 INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK °P SD 0o O ON WALLS AND CEILING PER CODE I N ISD EXISTING CEILING TO REMAIN I REPLACE EXISTING OPENINGS / VERIFY HEIGHTS IN FIELD INSTALL SHEETROCK AND INSULATION TO CODE 11 (ANDERSEN 400 SERIES) LIVING ROO m DRAWN BY: MH I ; WALK-IN BEDROOM i ATHEDRALCEILING CLOSET . x C ` 4/6/2021 I I I I I W a ` 4 OF NEW FRAME CEILING OUT Y TO BE FLAT(2X6 @16"OC) ENLARGE EXI NG DOOR WITH NE �P� DE ��O,Q� SCALE: SEE PLAN 36"w DOOR SELECTED BY OWN E , �. p EXISTING OVER EAD DOOR E}(ISTING OVERHEAD DOOR EXISTING OVERHEAD DOOR FRAME ALONG EXTERIOR ;r 1 , / A / HEADER TO EMAIN I HEADER TO REMAIN HEADER TO REMAIN PERIMETER WITH 2X4 STUDS W 777/77777777// 3'-0" (TYPICAL),INSULATE AND t W SHEET N O■ SHEETROCK TO CODE 2 �. ,,,; �-,d CW2s5 CW155-3 CW255 �FQ /10 50� 5'-6" 5'-611 4'-0" 7'-3%211 5'-4" 2'-211 �FESS1 NPS I 4'-4" 11'-0" 18'-9%" PROPOSED FLOOR PLAN SCALE: 1/4" = 11-0" U 3 M C H 11/4 Design Services 11/40 11/20 11/44) 11/4 o LAV SINK W.C. W.M. D.W. I3" SHO ER F.A.I. WWW.mchdesignservices.com phone: (631)298-2250 11/2 2 3 2 email: C.O. I 11/a I C.O.3 michael@mchdesignservices.com 3 SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 TO APROVED Y PLUMBING SCHEMATIC a"C.I. SEPTIC SYSTEM EU TRAP HOUSE SCALE: NOT TO SCALE INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD,TAPE PRESCRIPTIVE DESIGN PER R402, 2020 I ECC. w PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH FLOOR SPACE CEILING BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EX)AND- R-VALUE R30 R-VALUE: 49 IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. HOUSEWRAP AND FLASHING, "EXCEPTION FLOORS : FENESTRATION WINDOW WITH HOUSEWRAP DETAIL IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 0 TOO SMALL A O GLAZED H " SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR Z Z SHCR: I--I FRAMED WALL R-VALUE: R20 SKYLIGHT W U-FACTOR: 0.55 BASEMENT WALL Q �T� Ln 5? O (CONDITIONED SPACE) 15/19 F�-1 x R-VALUE: LLj N Cr*'-4q V U Cly W H O rl o O JJ 2• FASTENER TYPE: SPACING' N..8 WOOD-SCREW 'ED ANCHOR WRI1 16'OC tin.EMBEDMENT1ENGTH ® s ID WOOD-S�BASED ANCHNRWITH H16a tin EMBEDMENT EN O 1/4F.A'a.LAGSCREW BASED ANCHOR WRH 16'OC 2n.Q4BEDMENT LENGTH ® ® 314'APA PLYWOOD SHEATHING -1 L 1/P NA RATED 91EATIBNG GRAD PLYWOOD (ALl1=JNATIwVE.]/16.0 S.B.) 9 e 8 I/2'APA RATED 41FAlHING GRADE PLYWOOD 1E (ALTERNATIVIVE]/16'0.5.8.) DRAWN BY: MH FASTEMERTYPE: SPACING: 2X4 DFA2 Na 8 WOOPSCREWS S BASEDANDHON IjEN 1°'°` a ® 4/6/2021 WINDOW SRL 21n.EMBEDMENT LENGTN TYPICAL WINDOW OPENING No.ID WOOD SCREWS PANEL SPAN EQUAL OR SMALLER z��MD.DMEENNT�LENGTH t2« THAN 4FEET I/,�DMMMM, SCALE: SEE PLAN BASED ANDHOR LEN l6"OC 2m.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4FEET MULTn�LEPLYN'OODASSEMBLTES FASTENER TYPE: SPACING: OF NEB, 2-2%4 DF12 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS SITE, ND.B WOOC'SCREW Q. D E Q THAN 6 FEET OR GALVINCEED BOLTS W/WASHERS �BE CHOP WITH LENGTH frOC C_ E,'I" AND NUTS @ 2'-V O.C. TYPICAL MULTIPLE OPENINGS �„� 9'OC a�.�� * SHEET N O. PANEL SPAN GREATER THAN 6 FEET -y + w AND EQUAL OR SMALLER MCHOR� 16.00 C7 '.1 q W THAN B FEET 2m.EMBEDMENT LDAGTII WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Z ' AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING Quo WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" FESS NP AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 ANG TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE NARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS ENDWALL RAFTER WALL STUD Www.mchdesignservices.com CRIPPLE SND BOTTOM PLATE phone: RIDGE BATH TUB HEADER LEDGER (631)298-2250 DOUBLE JOIST SIDEWALL email: RAFTER michael@mchdesignservices.com JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA72 1-i 4'•x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP PPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118g.. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF CHIMNEY VENTILATION CHANNEL RIM BOARD RAFTER AS REQUIRED WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION SIDEWALL FLASHING WOOD JOIST 7 FOUNDATION TOP PLATE BLOCKING L FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048-OC BARRIER — LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER uj �, THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/, INCH IN DIMENSION. ' 1 FLASHING TO FORM CHANNEL V INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLIC AlION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS A O `- 1G 4" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 1017 ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL r ROOFING LAPS BASE Q O Ld FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME\ Z/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS ( NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST < rT, TOP PLATE • GIRDER/HEADERJ O SIDE WALL FLASHING 4 Ln 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD ,101ST _ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD W 0 AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION r 7 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON AIL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO DE SUPPORTED WITH r ' CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. °.y RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS L . INSTALL 4'0" O.C. RAPIER TO PLATE CONFORM TO SLOPE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD O DBL. SILL PLATE TERMITE SHIELD I�SUBFLOOR SILL GASKET - WOOD JOISTS NEOPREI TYP. CONC. FOUNDATION A CO SLAB NE 6 MIL.. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE GRANULAR FILL O DAMPPROOF EXTERIOR V L + - Vs _ I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR )•p + 1/2 " DIA. BOLTS® 48" ox. STAG. ' V STEEL COLUMN ° CONC. SLAB •p c�• ROOF JACK 1�� STEEL BEAM +e A ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" / » B" STEEL TOM I * •° w BLOCK WALL: 15" ROOFING LAPS TOP AND BOTPLATE KEYWAY FOOTING ° V p + 4 • ] FLASHING AT WITH 1/2" x 6" ANCHOR BOLT e•° , A. w' CONC. FTG. '4 D'A C e, Q•p L°• USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT •O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p REINFORCING BARI I 3" STEEL COLUMN DRAIN TILE p . ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12•' GONG. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I �SUB FLOOR CONIC. SLAB I DOOR FRAME DRAWN BY: MH 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR G USE 2X8 STEEL BEAM FOR BLOCKOUT 4- SLAB - 4/6/2021 P.T. PLATE / W/ 6X6 WMM \I SLOPE 10/� _ 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT " 1/2" AIR SPACE 1 1 • • ,7 1 2. _ _ (WITH A NAILING PLATE IF NEEDED) ' ','•�'� AT END AND -0• .•` _ •' TO BE APROX. 1/2" OR HIGHER THAN " sf�p ES OF WOOD `A STEEL BEAM TO ALLOW F SHRINKAGE SCALE: SEE PLAN GRADE 4 ''''-4-"'--"u"-'--+ + •,4� BEAMS °a • • (PROVIDE STRAPPING TO KEI STS ALIGNED) • 4 4 4 e • •O .1='D �' 6X6 W.W.M. - - - ^.� 4, •A I I I • 4 • • •. MIN. �,e a e 'w �•p �•p /�•i .° '*NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMJM at •� 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM •Q � REINFORCING BAR �•� s p••s-° •° IE ry DRAIN TILE I�►I • 4 DE� ° SHEET N O■ 12" '• SHEET METAL / 30g FELT UNDER BEAM AT POINT ��• a II� TEEL """P .r�.. OF CONTACT WITH CONCRETE OR CONC. BLOCK �• O i• • 3" i L •q (BKITL O�R M) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w ew SHIMS TO LEVEL BEAM `l.{•+ 1Y REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �.�:- ,.'� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT W m ! , y I Ljj BEAM POCKET CP a�°FESS NPS w U M C H Design Services GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES BUILDING USE NAIL NAIL RESIDENTIAL DWELLING www.mchdesignservices.com When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) hone: CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL:3-8d COMMON EACH TOE-NAIL 631 298-2250 TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents'is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL 48d COMMON JOIST email: g y p g g p p FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN WE LOAD(PSF)R301.5 miehael@mehdesignserviees.eom construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PTF)8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:72 PITCH UI80 P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS(B'THICK) so ( ) U360 should be adhered to even if in variance with the plan. y p' FIRE ESCAPES 40 CONCRETE WALLS CEILINGS GYPSUM studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (6^THICK) B5 ( ) L/240 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS (/240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL pe p p p g P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO or SEE FLOOR PLANS AND WINDOW SCHEDULE STUD N1 O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. �P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 r!'� 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: w FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. r , v 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. DEC"SNOW SPEED DESIGN WEATHERING LINE TERMITE DECDESIGN UNDERLAYMENT FLOOD 7).INTERIOR FLOOR FRAMING: HAZARDS nJ, ` Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to reit on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES O MODERATE SLIGHT TO QTY. SPACING 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin In exterior or unheated interior areas. 4-8d COMMO nr g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � 0 be installed with#5 re-bar,18"long at 12"o.c Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE I� 4).Any new concrete walls being attached .c existing concrete structure shall..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD poured on 4 inch thick sand or gravell fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 2-8d COMMO EACH TOE 5).Unless otherwise noted,all slabs grade to be 3000 s Concrete to TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. Bd COMMON @ 6"O.C. SEE NOTES:1,3 rSEE NOTES:1 l�--i o ere a ridge i used a structural am h rafters all either be notched and BLOCKING TO: EACH TOE (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with Where r g s to be s s a st beam,the rs sh o 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD HI along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 ^ 6).Crawl spaces to at provided with r minimum.of access opening.Install one 3-16d COMMOt - attached with the above requirements. TO BEAM JOIST NAIL � w 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END U the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMOI, JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, V` 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced ^, d to 6 inches o.c. r , 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING I 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For W Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g 8 g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TAB111!.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. _J 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O W Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL LOCATION NAII_SPACING NAIL SPACING AT INTERMEDIATE v 3).Floors, JOINT DESCRIPTION Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING1(�,\ 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) where needed. GYPSUM 7" O.C.EDSE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted.all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0 O.C.FIILD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. O openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 511 and 89.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall h g g PANELS WFCM-;BC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"0.C.E3GE 6d COMMO 6).Double up Floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.®GE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Sd CC)OLERS on plans. WALLBOARD 10"O.0.FIELD 3.For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACIN, 1).PROVIDE ONTY NG RS AN AN FIRE SWOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE TAMPION HANGERS AND ANCHORS WITH 2-MAX ALARMS PER FLOOR.PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL t-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS P[R FLOOR. HVAC SYSTEM NOTES I"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in Floor joists MIN.44"SILL-AFF under all bearing walls. ). g PP safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories-and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed spaces of stud walls and partitions,Including furred: ) v ry q ) p g paces,at the ceiling and floor equipment supplier . levels.Concealed horizontal furred spaces shall also be firebl«ked at intervals not exceeding 10 DRAWN BY. M H 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1).Nailing requirements are based on wall Sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheatirng SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain hgher 1).NEW FILL TO OF CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2)At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood Subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedshear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. : members shall be doubled,or alternate connectors 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 4/6/2021 ELECTRICAL NOTES over Subfloor as per manufacture's instructions. such of shear platesshall be used t0 maintain load path2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code- 1). . 1).All electrical to be installed a5 per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL)CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and Boor level,to resist the free Passage of emitted ll b h nails f bnas sae d tnumber o l b t th bers, eauae ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. memP 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required ent N.Y.S.Residential Code. SCALE: SEE PLAN 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SURFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 OF NEW torch down type material over. and R315 of IRC. DEER 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G z� �O SHEET N O■ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP dCr n (Rzi .'' i W R�FESSI NP 1