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HomeMy WebLinkAbout46906-Z moo'oS�EG Town of Southold 9/24/2022 y ; P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43437 Date: 9/24/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 900 Goose Creek Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2021 pursuant to which Building Permit No. 46906 dated 9/30/2021 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: additions and alterations, including existing garage converted to bedroom to existing single-family dwelling as applied for per ZBA#7490, dated 5/20/2021. The certificate is issued to Orlando,Joseph&Catalano-Orlando,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46906 7/25/2022 PLUMBERS CERTIFICATION DATED 7/22/2022 Brad Piecuch r(ri rignature safnlp� TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • 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#: 46906 Date: 9/30/2021 Permission is hereby granted to: Orlando, Joseph PO BOX 1351 Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, DEC No Permit Necessary letter & Trustees approvals. At premises located at: 900 Goose Creek Ln, Southold SCTM #473889 Sec/Block/Lot# 78.-8-2 Pursuant to application dated 8/3/2021 and approved by the Building Inspector. To expire on 4/1/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00 CO-ADDITION TO DWELLING $50.00 Total: $522.00 Building Inspector pF SO!/r��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �@ sean.devlinO-town.southold.nv.us Southold,NY 11971-0959 Q �yOOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Orlando Address: 900 Goose Creek Ln city:Southold st: NY zip: 11971 Building Permit#: 46906 Section: 7$ Block: 8 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1 st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 9 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches l) 4'LED 2 Exit Fixtures Pump Other Equipment: Notes: Garage Converted to Living Space Inspector Signature: `J Date: July 25, 2022 S.Devlin-Cert Electrical Compliance Form Tows Hail Annex Telephone(631)765-181 54375 Main.Road Fax(631)765-9542 PA.Bos 1179 G Southold,NY I I97I-0959 BUILDING DEPARTMENT TOWN OF SOUMOLD SEP 2 2 CERTIFICATION Date: 77 LJ22 Building Permit Na Owner. d f)a n a o (Please print) Plumber• - i ec.0 ch (Please print) F certify that the solder used in the water supply system contains less than 2nO of I% lead. Plumbers Signat Fe) Sworn to befort me this 2 Zhj day of Tv l20 ZZ. SUSAN A RMO NotM Public.State df NewY0* No.01RI6183459 Courdy cud, d m I�Aarctrl7,,2038 commission� Notary Public, �llO/!i County # # TOWN OF SOUTHOLD BUILDING DEPT. o`�roum�� 765-1802 I NSPECTION [/FO DATION 1ST y [ ] OUCH PLBG. DATION 2ND [ INSULATION/CAUL-KING ING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ]° FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE;e ARKS: 0V_ -2;t7A- rJQ �cre� 'AwLe!, amD r)K-vl , oil DATE l3 Zb2Z INSPECTOR - of so�yo� 9"c"'o (a * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,r INSPECTION ' [ -] :FOUNDATION 1ST [ ] ROUGH PL13G. [ ]. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY-` [ ]=FIRE SAFETY INSPECTION " [ ] FIRE-RESISTANT CONSTRUCTION- [ ]: FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) �. CODE VIOLATION [ ] PRE C/O t EMARKS: or Doi n n rl (EWA. koeir - � ✓ DATE ��i INSPECTOR ho��OE soOTyO� 1 (gq # * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [` ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ =j -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: �� 1cf V"l f 11 O4 Y Cems- DATE INSPECTOR C f 0� �o�aoF so�lyo6 # # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPEC -ION [' ] FOUNDATION 1ST [ ROUGH PL13G. J : ] 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: s :n 0AV DATE :�lUl--l-___ I.NSPECTOR _ I OF SOUIyo� # TOWN OF SOUTHOLD'BUILDING DEPT.- ?co EPT.?co ��`yn�,rm�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 REMARKS: T ,Sc, nr� 6'&w.r.z4G 1 s G,k Zd DATE q-1 ZI- INSPECTOR fdZ OF SOUTyolo f # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 4�0q-dw\-OOOF 1�� 0 J DATEJW)af, INSPECTOR If volt OFSOUIyO� y 6 gd1a 960 G aosc G,oGk # # TOWN OF SOUTHOLD BUILDING DEPT. courm,�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: v Qr-k L�, s� DATE I ZS INSPECTOR INSPECTION REPORT DATE COMMENTS" FOUNDATION(IST) -------------------------------------- • C FOUNDATION(2ND.) . O t. Zok- Ra.,44 /wwbr �-cc/roa I vc SStwe, ok✓ d _ d ROUGH FRAMING.&- . y PLUMBING rA 'O 0 - -ZZ GL 14~ hill S. Gok Td � INSULATION PER N.Y. .. y STATE ENERGY CODE - LO Lt . l° did r-e 1141241-1 , c - Y 4 • 0 viL FINAL YtnLi". . ADDITIONALCOMMENTS m a • Cq ,�oSUFFoik�, : TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y o� Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only j s i , PERMIT NO. Building Inspector: t� AUG " 3 2021 Applications and forms must be filled out in their entirety. Incomplete 1'�t�f Pl'� •�;,�p,� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. T .. Date:July 30, 2021 OWNER(S)OF PROPERTY: Name:Barbara & Joseph Orlando TicFM#1000-78-8-2 Project Address:900 Goose Creek Lane, Southold, NY Phone#:914-656-1910 1Email:bjco16.16@gmail.com Mailing Address:P.O.Box 1351 Southold, NY 11971 CONTACT PERSON: Name:Elizabeth Thompson, Architect Mailing Address:P.O.Box 464 Orient, NY 11957 Phone#:917-848-1541 Email:et@elizabeththompsonarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Elizabeth Thompson, Architect Mailing Address:P.O.Box 464 Orient, NY 11957 Phone#:917-848-1541 Email:et@elizabeththompsonarchitect.com CONTRACTOR INFORMATION: Name:Peter Torkelsen & Co., LLC Mailing Address:800 Summer Lane Southold, NY 11971 Phone#:516-807-2265 Email:peter.torkelsen@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY.MADE'to the'Suilding Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors'on premises and in building(s)for necessary inspections:False statements mad_a 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):EI izabeth Thompson BAuthorized Agent ❑Owner Signature of Applicant: Date: 7/30/21 I CONNIE D.BUNCH STATE OF NEW YORK) tary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14. 2._.___ LA F2 a E2 %-1 k P40 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)Above named, (S)he is the Agent, Architect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this c day of A(4 20C'�1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ,, Joseph Orlando residing at 900 Goose Creek La., Southold do hereby authorize Elizabeth Thompson to apply on my bew to the TOWLI of Southold Building Department for approval as described herein. N1 14 az/v . 7 15D174 /Owner's Signature Date A C�CQO Print Owner's Name 2 . TOWN OF SOUTHOLID—BUILDING DEPARTMENT CR Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NIT 11971-0959 Telephone (631)765-1802 Fax (6'jl)765-!9502https://www.southoldtoLAM.gov Date Received APPLICATION FOR BUILDING P�EiV MIT For OfiicepseOnly PERMIT NO. Buil z In ector `� f � — 1 ; 7 - Applications and forms must be filled out in their entirety.Inc tete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. 'L � y •-- r-U �- Date: (Ill to foZD OWNER(S)OF PROPERTY: N ame Tsel>14 1 p SCTM#10.00-.'7S-,—,5 —Z Physical Address: cf cg© 005cGP.Getc- [—/40e, - Phone#: s�. (o�7(O ' `�l 0 Email: b j�o 110.1 1p @ wla i I .co,vl Mailing Address: CONTACT PERSON: Name: F Lt 24 P "C4 _ �(-�u-t pSo A�r+11PLE - Mailing Address: F. ®. -Sox 4 ©lI E IvT r. Pv'T r1 g157. Phone#: l"7—S4 1 S`f Email �1@e([2a�ef(t �� SaocLrc�lf¢c .Cool DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: -� Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure gAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other �QUE✓ ftfZ N©TIC-e c6r- D ts&f p(I@t9.41- $ Will the lot be re-graded? ❑Yesxlo Will excess fill be removed from premises? ❑Yes XVO 1 PROPERTY INFORMATION Existing use of property: 5t,N4L/--- FAPItc�-( ':,SIDE Intended use of property: SI IVGL.E -4i M(C, ?C-S1D Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes)gNo 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 IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and othei applicable Laws,Ordinances or Regulations,for the construction of buildings, , additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): F1-1 L $ET M-rsofj *uthorized Agent ElOwner Signature of Applicant: Date: I kc STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and.says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the h (vFz�,r (n E ti— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. CONNIE D.BUNCH Sworn before me this Notary Public,State of New York No.01 BU6185050 day of �D1/P�/y� , 2aA?al!fied in Suffolk County Commission Expires April 14, Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) �a MT -t+�' > I, 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 Building Depgrt gaent Apaaiasa�san AUTHORIZATION �Whvrc dht ppli unt is riot tht Ommcr) i ct 542�, edU eesidir:<s a .tS C (Print prvYcrt► tneittr 5 nttrnc (Mailing 4dclwss) do hereb-v authorize�t=—t-'1 ZA FK TI-A ����_P�c�L`j f! meet) tul appiv air MY behal r to the Southold Building Depatlt-near. Aalf� f� kvner's Sionalure) (Date) (Print Owners lame)` - -- QI DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CPN 3 "t`7Plow -all Annex- 54375 Main Road - PO Box 1179 T Southold, New York 11971-0959 ® jaoo, 111 ov H�e9 '� f s ephone (631) 765-1802 - FAX (631) 765-9502 -Tow`1 oro„err _southoldtowny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/28/22 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY 11935 JOE SITE INFORMATION (All Information Required) Name: Joe & Barbara Orlando Address: 900 Goose Creek lane, Southold Cross Street: North Bayview Road Phone No.: 914-967-9135 Bldg.Permit#-4906— y-(o9 b�P email:jorlando16.16@gmail.com Tax Map District: 1000 Section: -7 PS Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition with garage conversion Square Footage: Soo Circle All That Apply: Is job ready for inspection?: YES[:] NO ❑i/ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 PhF_13 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 0 H Frame Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATIONI, OSUFFp�'�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Zug - Town Hall Annex - 54375 Main Road - PO Box 1179 ' +� Southold, New York 11971-0959 oy�0 ap!� Telephone (631) 765-1802 - FAX (631) 765-9502• rogerr(a-southoldtownnygov — seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: :. ; Company Name: Electrician's Name: License No.: Elec. email: , Elec. Phone No: ❑I request an,email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Creek Cross Street: Phone No.: Bldg.Permit#: Llb 166 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDES ARE FOOT GE (Please Print Clearly): CoA Var�Cj , j rr w-ol. 11 V! Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ 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: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's I I Surface Sconce H H's f UC Lts Fans I ` Fridge HW I Exhaust Oven W/D Smokes I DW Mini Carbon I Micro Generator Combo I Cooktop Transfer AC l AH Hood Service Amps Have Used Special: Comments Glenn Goldsmith,President SOF SO(/ry Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 John M Bredemeyer III P.O.Box 1179 Southold,New York 11971 Michael J.Domino CA Greg Williams • Telephone(631) 765-1892 Q Fax(631) 765-6641 BOARD OF TOWN„TRUSTEES TOWN OF SOUTHOLD Permit No.: 9875A Date of Receipt of Application: April 13;,,2021 Applicant: Joseph & Barbara Orlando.' SCTM#: 1000-78-8-2 Project Location: 900 Goose Creek.LaneSouth;old Date of Resolution/Issuance: May 19;`202`1.>: Date of Expiration: May 19, 2023 Reviewed by: John M. Bredemeyer, III;.,Tcustee= Project Description: Construct an 8'6°x26'one=st9ry",dition connecting existing house to existing garage. Findings: The project meets all the requirements:for;.issuance of an Administrative Permit set forth in Chapter 275 of the Southold;Town,Code.The issuance of an Administrative Permit allows for the operations as indicated on the site plan-prepared by Elizabeth Thompson, Architect, dated February 16, 2021 and stamped approved on May 19, 2021. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do_not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a_Wetland Permit will be required. This is not a.determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President � �� Town Hall Annex ��� 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 J BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1953C Date: August 29, 2022 TRIS CERTIFIES that construction of an 8'6"x26' one-story addition connecting existing house to existing garage; At 900 Goose Creek Lane, Southold Suffolk County Tax Map 41000-78-8-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 13, 2021 pursuant to which Trustees Administrative Permit# 9875A Dated May 19,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of an 8'6"x26' one-story addition connecting existing house to existing garage. The certificate is issued to Joseph &Barbara Orlando owner of the aforesaid property. J Authorized Signature F5 Cr, P II 1VI E 1 SEP 2 UILDINO 11" i Nr=w YQRK sTATE DEPARTMENT'OF-ENVIRONMENTAL CONSERVATION l Division of Environmental Permits,Reglonl SUNY 0 Stony Brook-'SO Gordo Road,Stony Brook;IVY 41790 R-(631)444-03651 F:(631):{44»0360 www.dgr—py.gov NO PERMIT_NECESSARY: TIDAL WETLAN'b"OT -Se.ptember'27ih.2021 i i ,Joseph and Barbara Orlando 1 PO Box-1.351 .SoUthold, NY-11971 Re: DEC#1-4738-04476100004 Orlando Property—900 Goose Creek Roac!_ Soithvld4 NY 1:1971 . SCTM# 10QU-18-4-2 To Whom.itMay Concern: J The Department of Environmental Conservation:(DEC}`hiss completed a review- f your proposaltd consVUct an addition to an existing:single=family:dweiling'located more than 75 feet 6 landward'of the`tidal wetland bourtdary. Based on the information you submi'fed,..D.fi,as:tletermined-.that the projecf is.listed in the.Tidal Wetlands'Land Use Regulations (MYCRR.Part 661".5) as a uee- not-requiring a•permit. Therefore, no permit is required under.(hie tlar Tidal We ids'Act.tArt;cle 25)of the Er;vironmental Conservation Law. I Be advised,,any.add itions#work:or rradificatior to ttie project as described, may require 1 DEC authorization. Please contact this office if such: btivities:;ate contemplated.. Please note-th cii this-letter does not relieve.'.you`of the responsibility of obtaining any necessary permits or:approvals from other.agencies"ar:local municipalities_ I in rely,.. . . • i Sherri Ai.cher Permit Administrator das cc: BNIHP Elizabeth Thompson File HEYIYORK .EDepartm2nt:0 57ATEOF C •� OPfORTIlMFYnvlrontllental Corisenratiori- FORM NO. 3 TOWN OF SO THOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 25, 2021 TO: Elizabeth Thompson(Orlando) PO Box 464 Orient,NY 11957 Please take notice that your application dated November 19, 2020: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 900 Goose Creek Lane, Southold,NY County Tax Map No. 1000 - Section 78 Block 8 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 19,356 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet. The construction will have a side yard setback of 5 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®��®�s® g+®�® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA) Aw Town Annex/First Floor, Robert Lehnert,Jr. i5lk 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��•c®U Southold,NY 11971 5 http://southoldtownny.gov ZONING BOARD OF APPEALS & TOWN OF SOUTHOLD AY 2 �02�� Tel.(631)765-1809•Fax(631)765-9064 • S hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF: May 20 2021 ZBA FILE:#7490 NAME OF APPLICANT: Joseph and Barbara Orlando PROPERTY LOCATION: 900 Goose Creek Lane,Southold,NY SCTM No. 1000-78-8-2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 12, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 April 1, 2021. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION, The subject property is non-conforming 19,356 square foot waterfront parcel located in an R-40 Zoning District. The parcel has 102.44 feet of cement wall frontage along Goose Creek,a private road, measures74.09 feet fronting Goose Creek Road along the southerly property line, measures202.14 feet to the westerly property line, and 195.9 feet on the easterly property side. The parcel is improved with a two-story frame dwelling with a wood deck, an attached wood pergola and an accessory garage. The survey also depidts a 10-foot wide non turf buffer fronting Goose Creek. All is shown on a survey prepared by Harald F. Tranchon,L.L.S., last revised August 17,2018. BASIS OF APPLICATION: Request for a Variance from Article XXIH,.Section 280-124; and the Building Inspector's February 25,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single- family dwelling; at 1) located less than the code required side yard setback of 10 feet; located at: 900 Goose Creek Lane, (Adj.to Goose Creek) Southold,NY. SCTM No. 1000-78-8-2. RELIEF REQUESTED: The applicant requests a variance to build a conditioned studio and full bathroom between the existing home and accessory garage thereby attaching the garage to the dwelling to convert the garage to a Page 2,May 20,2021 #7490,Orlando SCTM No. 1000-78-8-2 habitable bedroom, and creating a non-conforming side yard setback of 5 feet where a minimum setback of 10 feet is required by code. ADDITIONAL INFORMATION: The Notice of Disapproval and architect's drawings note the proposed non- conforming setback of 5 feet. However, the survey depicts the garage side yard setback at 7.6 feet at the closest point. In a discrepancy between the architect's drawings and a survey,the survey shall be given greater weight. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 6,2021 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 Law X267-b(3)(b)(1). Grant of alternative relief for a non-conforming 7.6-foot side yard setback,as shown on-the survey cited below,will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Goose Creek Lane is a private waterfront community consisting of residential homes. This house is the second to last house on a private road. The height and shape of the existing garage will not change. The proposed additions will match the existing setback of the existing garage. The character of the community will not be affected by the granting of this variance. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The garage is an accessory building which conforms to the code limitations on accessory structures but does not meet the minimum requirements for principal structures in this zoning district. Attaching the garage to the principal structure cannot be completed without the benefit of an area variance. The proposed additions will have the same setback as the existing accessory garage. 3. Town Law $267-b(3)(b)(3). The variance granting alternative relief herein is mathematically substantial, representing 24% relief from the code, However,the accessory garage is existing at 7.6 feet from the side property line and its location will not change and the proposed addition will not encroach any further into the existing non- conforming side yard setback. 4. Town Law 6267-b(3)(b)(4). No evidence has been submitted to 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 236 of the Town's Storm Water Management Code. S. Town Law 6267-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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition with new studio and bathroom, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF 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 Page 3,May 20,2021 #7490,Orlando SCTM No. 1000-78-8-2 DENY as applied for,and GRANT ALTERNATIVE RELIEF as follows: GRANT relief for a Z.6-foot side yard setback in line with the existing frame garage consistent with the survey prepared by Harold F. Tranchon, Jr., P.C.,L.S.last revised August 17,2018 for adding the proposed addition and for converting the garage into a bedroom. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit two original signed and sealed site plans and architectural plans depicting the Alternative relief granted for aside yard setback of 7.6 Before Wplying for a building permit, the applicant or agent must submit to the Board of Appealsfor approval and filing, two sets ofsite plan. and architectural drawing conforming to the alternative reliefgranted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval 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. 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, 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(5-0). Leslie Kanes Weisman, Chairperson Approved for filing �b /d, /2021 Generated by REScheck-Web Software Compliance Certificate Project Orlando Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9090 Goose Creek Lane Elizabeth Thompson Peter Torkelsen Southold, NY 11971 Elizabeth Thompson Architect Torkelsen Builders P.O.Box 464 800 Summer Lane Orient, NY 11957 Southold, NY 11971 9178481541 1-516-807-2265 et@elizabeththompsonarchitect.co peter.torkelsen@gmail.com m Co , plialnce-W Passes, using.0'A trade-off Compliance: 14.1%Better Than Code Maximum UA: 85 Your UA: 73 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area ■ Prop. • ■ • e Assembly • • U-11'aictor UA UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 110 55.0 2.3 0.023 0.026 3 3 Ceiling:Cathedral Ceiling 110 36.0 2.3 0.027 0.026 3 3 Wall: Wood Frame, 16"D.C. 255 19.0 30.0 0.021 0.060 3 9 Orientation: Unspecified Door: Glass Door(over 50%glazing) SHGC:0.20 52 0.300 0.320 16 17 Orientation: Unspecified Window:Wood Frame SHGC: 0.32 58 0.280 0.320 16 19 Orientation: Unspecified Floor: Slab-On-Grade(Unheated) 48 30.0 0.660 0.700 32 34 Insulation depth; 3.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Orlando Addition Report date: 07/27/21 Data filename: Page 1 of 1 TOTAL LOT AREA = 19,356 SQ. FT. AREA LANDWARD TIDAL WETLANDS BOUNDARY = 17,763 SQ. FT. AREA SEAWARD TIDAL WETLANDS BOUNDARY = 1,593 SQ. FT. FFL ELEV. = 10.4 GOOSE CREEK 83-40,24,E 50 (dredged canal) .35,44"E 52.12 ..32 1 N 58 flag (1.3) oporox.imote (1.3) h19h Water (1.3) flag E7 flag /1 z marsh E2 X 'TIDAL WETLANDS BOUNDARY, \v/ flog maflog X N E6 flag vegetation E3 / AS DELINEATED BY E5 flag X EN—CONSULTANTS, 10-19-16 wall 0.6'W (5.2) ( E4 wall N cement all 2.6'W C3� O PROPOSED iU FC WID NON—TURF BUFF p 1) z O 1.3'W . Z O 0 - in tZ N ai FC W 0.0'E 0 ° O PROJECT LIMI7 J tY U NC FENCELLJ PROPOSED �— Q Q r-9C)a o 1st floor addition 101x 16. Q prop 10'x24' Prop 2nd sty Q) U I U I covered porch in Pr roof deck 10'x16.3' _I .— z S place of existing °P deck L1' m I m G7 Ipatio �- lO X24` 0 76..3' --18.8'— ° 2 � 00 ( (7. ) o o- ICL O \ `D I (7.6) ° _ pI \ pl I existing 2 sty dwelling e 24 0 U UO 00 C to be reconstructed o �� Z I05 F-ri (in—place) with ex anded roof _ I L J CO O second story (7 9) � drain o Lj w —' W W W I 29.3' 30 Q5W o D o.c PROPOSED in O —t Cri { F entry porch ° O LL MST 8'x 16.3' " y �o PrP 8.0) 'orap 5' (� U Lv Per9 /a sty 1 f 8' t r O • win. prox. lation oro9e ro osed entry porch test tis CV O P ' Y C) I hole �,�Ef_cesspzo)col by o k20' Z 8'x 1 6.3' W home owner to (in place of existing first PROPOSED SEPFIC SYS-EM rI' be abandoned story and stoop) with 6'x8 1536 GAL. SEPTIC TANK (3' LIQUID DEPTH) I 0 tv second sty above 6-53 SQ. FT. WALL AREA TANKS fVX prO�' �: �• o Prop soni ary c n 318 SQ F T. TOTAL AREA N system- a N'� pole pervious (SEE SECTION; r r� overhead .•y'gravel driveway wires 65, Z -P.,: �J •� � FC 866 t 0.O;W FC \(7.6) 1 1CN m n• water p.4>p/ 8.7) 1.0',N \ �0.5 E u: me r w f e MON g 0.6 W �_ 8,50' W 25 existing S 67°53_'_50"W 74.09 �- 64'C- water maine o) GOOSE CREEKPRLNE IVATE ROAD ) (9 Q DWELLING / WELL o 0 DWELLING / PUBLIC, WATER �q- _( o NOTE: 1000-78-8-6 1000-79-2-1 Location of water mains & adjoiners water approximate location supply by others and are of well by home owner nct guaranteed. RC OF DRAIN — 2,150 x 0.17 = 365 cu. ft. PROVIDE 1 DRYWELL W/DOME — 9 LIN. FT. OF 8' DIA. STORM RINGS 380 cu. ft. E{ISTING FR DWELLING W/ PROPOSED 2nd sty addition, 4 BEDROOt/ TOTAL P.7) ELEVATION-3 DATUM N A.V.D. 1988 ZONE X E LISTING LOT COVERAGE HOUSE, `.'TOOP, PATIO and CELLAR ENTRACE =1,435 SQ. FT. PROPOS; D ADDITIONS TO LOT COVERAGE GARAGE, ADDITION TO HOUSE, DECK, PERGOLA = 884 SQ. FT. TOTAL LOT COVERAGE EXISTING & PROPOSED = 2,319 SQ. FT. 2,319 Sod. FT. / 17,763 AREA LANDWARD OF TOTAL WETLAND BOUNDARY = 13% LOCKING COVER TO GRADE /-LOCKING COVER TO GRADE GRADE I GRADE 2q. BAFFLE I N- 4MCH OtnLEf SDR-35 c � 4°SDR- ® 1/4%FT. PITCH ® 1/8% ''� 4.75' wide 10' dia. LEACHING GALLERY 1536 GAL. SEPTIC TANK 53 sq. ft. each 53 x 6 = 318 sq. ft TOTAL F.F. EL=10.4 GRADE EL=9.0' l5% GRADE ADD 8° CMU \TO TOP OF EXISTING _ FOUNDATION GRADE EL=7.8 4°SDR-35 f ANCHOR BOLT THRU CMU AND EPDXY IN ® 1/8-/FT. PITCH •� EXIST. FND. I� SPACE PER NYS IRC )M OF LP EL=3,4— Z J INV=6.6 2015 INV=7.0 Ih•V=7 1 INV=7.0 TYP ALL L.P.s N s N WATER EL=0.6 - ^^ — EL=0.0 2.0'1— 2.0' 8.0' -1— 1 0.0 )0.0, SEPTIC SYSTEM SECTIONS DETAILS SCALE: NONE 9-6-2016 ADDED 10' BUFFER LANDWARD OF CEMENT WALL and SHOW PROP GARAGE & PERGOLA TEST HOLE _ BY McDONALD GEOSCIENCE THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM IHE STRUCTURES TO THE 12-21-2015 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND U',E AND THEREFORE ARE NOT JOB No. 15-251 FILE No. 975 F EL = 7.7 INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. i SURVEYED FOR Dark brown loam OL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 1 Brown silty sand SM 7209 OF THE NEW YORK STATE EDUCATION LAW, 3, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE Brawn fine t0 medium SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITIE COMPANY, GOVERNMENTAL SITUATED AT BAYVIEW AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE sand SP LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD OR SUBSEOUENT OWNERS, 6' Brown silty sand SM SCALE 1" = 30' DATE 12-3-2015 �1. COPIES OF THIS SURVEY MAP NOT BEARING THE LANG SURVEYOR'S INKED SEAL OR Water In EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. DATE brown silty sand SM 12' CERTIFIED ONLY., TO:' Water in TAX MAP No.(REF ONLY) 1000-78-8-2 DISK 20 pole brown silt ML 18' HAROLD F. TRANCHON JR. P.C. Water in LAND SURVEYOR pale brown fine to P.O. BOX 616 coarse sand SW Q 1866 WADING RIVER—MANOR RD. WADING RIVER 28 l ., ��.�--�"`— NEW YORK, 11792 ^J, LIC. No, 048992 Comments: •• 631-929-4695 Water encountered 7.1' below surface. HAROLD F'., TRANCH�ON :JR.,.'-`,FENN. LIC. No. 2115-E LOT AREA = 19,356- SO. FT. GAR. ELEV. = 9.7 17-178 AREA LANDWARD TIDAL WETLANDS BOUNDARY 17,763 SQ. FT. FFL. ELEV. = 11.4 18-193 AREA SEAWARD 'TIDAL WETLANDS. BOUNDARY = 1,,593 So: FT. DATUM NAV.D. 1988 ZONE X TOTAL- LOT COVERAGE = 1"3% (using area landward of .totalwetldnd boundary) GOOSE., CREEK 83-46,24'E 56.32dred�ed con58 35,4411E 52.12 roxiryla -• Nh Water to h'9 flag flag. flag El E7 A flag marshYe Elk. TIDAL WEI LAND BOUNDARY, getotion flag wall ��X6• flog_Z E3• / AS DELINEATED.BY 0:6'W flo X EN-CONSULTANTS, 10-19-2016 wall "5 g il � N 10. cernent::,wall. 6'W FC O wide !YOly-TURF BU 0.3'E - U 1.3'W N SER. � O FT z Rvro! areas � � (plorititTgS) � � ZE Z9 x Ld Ld O lawn j '0 lawn 1 sty, wl 2nd Q 0 sty roof deck v covered fT1 ca 0 open porch eye 10'x16' c CrF 0 10'x24' o ck o 16 0 19.3 »_' a 19.5' 24. y • _ n drywall 24 O \t 27.5' O >- rT1 � 6 -dra. � outdoor oJ 8'deep 24' N 2 Sshower ~UI LLJ z0 K.�L�FR (0":• 0 Dg - - --I - _ c� A 2¢O, 30. dW - jywell - 19' 6. dia. encs, 8'deep O LL 07 R)` y p rch ge_ rotor (y_16 p' p-ergola on c pad D A 19 39.6' OB 39:6 �6;• O O LLJLI wood Q, FR . 7.6 Z deck. .. cqR o cn A. 6.fi B 8 (pergola_ - N over j 1s.D. O a a �0 I gravel P NAl driveway A 58.6 A 58 pole B 57.6 a B 51 (A elec. � drain Cn meter Z overhead WireS O W FC Fc Water ravel. ' !!FC 866.65' 1 0'N� 1 0'N meter g• .. `0.6'N 0.6'W �0:2'W post and roil fence x drive 0.5'W S 753'50"W74.09 ± 8'50"W 25°0 91 ' GOOSE CREEK ROAD ( 'PRIVATE ROAD NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. T tom ° -OF�xr OF:WAYS AND10�.OR FA� 8=17-2018 FINAL SURVEY OF RC—CM;+F W'Wr SHt2 7j-AK NOT oWRiNTEM 8-8-2017 LOCATED FOUNDATION Tx:o€fsLzs (OR.o its-RM).Sim Hawbt • FRO4 THE-S+RUCTUREs:Tp-,ME PROPM-ups AW'FOR_ A''sarcrtTc AHu-use' n uzE Nbr J08 No. 15-251 FILE No. 975_ F ;IFti€IiDID TO'GUiDE TFEE ERECI10+i=. FE]tCEs,-RETAaaMa WASLS P00lSATiDS - PLA1911Na Ar'iEAS,-ADORN TO E�rtl:Dl't�3 OR ANY-O1NER'mi+tS7R11C71ijM. SURVEYED FOR JOSEPH A. ORLANDO & i!hldlTttOs?gZEO ALTERATM OR ADDRTON To TF9S SUM&Y-IS A VlOMAIVN MAIVNOPSECTM SECTION rm9.oF.111E I�YOW STATS EDLOTM L.4. BARBARA J. CATALANO-ORLANDO OtlARglJfEha INattJ1TFD HEREON-%WLI R t O-K,TO THE,PERSON FOR T" Im SURVEY, �Pi�Eo.ur�;oN-H�s.eafiveTb=�TrnF.COWA n; AL SITUATED AT BAYViEW AGD=: i Na INsmuimN usTEo,rlE apt:'ur<i:ro rite Assam: 9HE LEN!>Ai9 INSTtTtiTloN,cv Ratr -, `,F-To ADDRiO'i%{i-w9r�i MONS TOWN OF SOUTHOLD OR' to°O sts;, COFES,Of TMS SURVEY_MAP Hoto THE LMM S s;naD SEAT OR SCALE 1" = 30' DATE 12-3-2015 atsswi Mr L Shu,NOT EE-;90N4 t .zD BE A,`WD nom,�. , - -FILED MAP No. DATE CERTIFIED ONLY TO: TAX.-MAP No. 1000-78-8-2 DISK 2015 JOSEPH A. ORLANDO.& BARBARA J. CATALANO�ORLANDO HAROLD F. TRANCHON JR. P.C. OLD REPUBLIC TiTL E:'INSURANeE COMPANY_ ALL NEW YORK TITLE_ AGENCY, INC.. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 117.92 LIC,No. 048992. 63'1-929-4695 HAROLD F. TRAMCHON JR. PEiVN.,LIC. No'-2115=€ . 50. 2 NJ VA�,��.��o1a Id'u[ DuME GPstSS ___ 1.JUJ'u WAeP \WPNi �x c,6Pcg,\YAm, NEI . R EKED MAY 21 2021 eraF �' FI t rk, iG � Board 19 APP e'Ols c Zoning • :� r+o�F pFti1c �.b y 4�n p FINAL MAP RENIEWED`BY.ZEA SEE QECISION#7'/� DATED S . ;;. _ _;Z0. '� ,•. ;. .11af!aRt9P�1'rQkA ps2I' LlG6 51% hubcb-\f I14P 'ta I1 �1�1 }-1G1�}41`I JR-,P,C', R1E��oQ _ �M.iD_.dtU. e�-.b\11G,D�Is"•D (. �i t !.d- 'Job Elizabeth Thompson.a Architect ion G,Oo6£ houTHvw..t-IY • 165 East 118'St. suite 7A Tire scale New York, NY. 6T1`15 P � ° 30 10035 917-848-1541 Of% �XI12�, Gbp�,\11A4A-, RmEIVE fl MAY 22021 Zoning T3oBMBYAPP'e gowy— o ,G ' [AP 1110V FINAL MAIC REVIEWED BY ZBA SEE DECISION # P � • - DATED 6 120 )021 , T F® ki Oro o� - - Aq G, —A: w - III j `Job Date - Elizabeth Thompson Architect. goo 400cI'6F'K• 1�koe' 165 East 11 81h St. Suite 7A Title scale New York, NY 10035 i 917-848-1541 l - ' f i 1 I� I Irl �Uh �? �'i- ���r\1f dU ISI i, ° RECEIVED tvlf,. 2 7 c 2021 zoning Board of Appeals FINAL MAP REVIEWED BY ZBA a SEE DECISION #-1 ;. PAT X73 Job Elizabeth Thorneson Architect P.O. Box 464 917-848-1541 Title s Scale• Orient, NY 11957 - wvvw.elizabeththompsonarchitect.corn z Residence Addition CO 900 Goose Creek Lane DIVALSouthold, NY ISAPPRO o Lot: 1000-78-8-2 o /z � First Floor Finish Elevation: +10.4 ft o �\ Total Lot Area: 19,356 sq. ft. Total Existinp, Lot Coverage: 2,319 sq. ft. @13% Total Addition Lot Coverage: 301 sq. ft. Total Proposed Lot coverage: 2,620 @ 13.5% P A Site e� List of Drawings: 1 Zoning & List of Drawings 2 Site Plan 3 First Floor Plan 1 \ T 4 First Floor Reflected Clg. & Electrical Plans 5 Roof Plan 6 North Elevation 7 East Elevation i 8 South Elevation 9 West Elevation Job Date Elizabeth Thompson . Architect 100 � ��J� _J100 �j 0v> Q`� 165 East 118th St. -Suite 7A Title scale New York, NY ZO01 IQ C�-F 7pi4vIQ4s P ,►,� , i 10035 917-848-1541 .., 50.�� q� ra � O ISS - a - F,PI LAi -------- --f ---�--{ ---p�G,--�--�I1�— -- - -- --_ _ .------- - -- - � � - ]�-•Via' ----- - -. _ Elizabeth Thompson : Architect Job ��� 4e�oZZ ICI 96�. W,151 Date ` th 'HotD , wy s `+ 165 East 118 S . Suite 7A tTitle scale New York, NY i7";".0 10035 917-848-1541 r i I I i I � � - I Lj r INA 0 0 -V. OI u 7 - - - - _ -- - __ _ _Lr`_ liltt Aff ✓�OF !`�� Elizabeth Thompson Architect _ JobI�� �6�( �.' Date p o � P.O. Box 464 917-848-1541 Title Scale a Orient, NY 11957 www.eIizabeththompsonarchitect.com rI �T rLA i i +m D�S'- Job1 0©. � � (�( '�'"�-�„� Date Elizabeth Thompson Architect P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com 1 i I ' I 1 i I i A . ir„ L A Elizabeth Thompson Architect Do= =- _ ,___- - P.O. Box 464 917-848-1541 Title _ _Scale__ __. ._ ___ __-. __.. Orient, NY 11957 - -- --- - AM - www.etizabeththom sonarchitect,com ` 1 L 7PIII - --I-___...__ -- �_-amu �h-�,{_---���-�'=_------ -----------_-_-:�-_= _-===------ - =---- -- ----------- - � - R ^� S C lob Date Elizabeth Thompson Architect Wy P.O. Box 464 917-848-1541 Title scale Orient, NY 11957 www.elizabeththompsonarchitect.com lJ_l _o j. �E`f fll�l l� AP 4����• X17 OF Job Elizabeth Thompson Architect ��� � �� ��J� � Date l oq P.O. Box 464 917-646-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com i III �-- �-� , LHIWILIII LUILL]ILL aiLu. AP-� -. A Rig 014 10 Job y Date Elizabeth Thompson . Architect P.O. Box 464 917-848-1541 Title scale Orient, NY 11957 vwvw.elizabeththompsonarchitect.com _ - - a ` — 1 I _ - - r- rIE Imo' ' _ - -- - ------ }tea CUs _�' Z . Job�DD Dat Elizabeth Thompson Architect Q Y P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com ( �� \ 77 Residence Addition 900 Goose Creek Lane a PLUMBER CERTIFICATION Southold, C,,J LEAD CONTENT BEFORE NY C "TIFICATE OF OCCUPANCY Lot: 1000-78-8-2- / , SOLDER USED IN WATER / 1..JPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. First Floor Finish Elevation: +10.4 ft Z a9 Total Lot Area: 19,356 sq. ft. . ft. Total Existing Lot Coverage: 2,319 sq. ft. @ 12% k PLUMBING— Total Addition Lot Coverage: 221 s ALL PLUMBING VUASTE;:`��_ � q &WATER LINES NEED: M4 . .+ TESTING BEFORE CO RlTotal Proposedcoverage,:Lot covera ,: 2,540 @ 13% =,may _ N ': - .r Site Aq ,Sti List of Drawings: e` ELECTRICAL 1 Zoning & List of Drawings INSPECTION REQUIRED 2 Site Plan 3 First Floor Plan P J / o° v' V _ All exterior lighting 4 First Fl. Refl. Clg./Elect. Plan & Lighting Sched. installed,replaced or 5 Roof Plan repaired shall conform 6 North Elevation / to Chapter 172 7 East Elevation of the Town Code 8 South Elevation COMPLY WITH ALL CODES OF . _ . 9 West Elevation10 Interior Elevations NEW YORK STATE & TOWN CODES ' APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF Blower door 11 Door & Window Schedules DATE: 3d B.P.it S011JTNOLD TO VVN ZBA and ductwork 12 Typ. Wall Section & Plumbing Riser Diagram FEE: SG I? W►���en������r BOARD testingr required. 13 Foundation & Structural Framing Pla y — - BY: '�""' 14 Structural Framing Details yti NOTIFY.9UILD1Nu nLARTMENT AT SOUTHOLDTOWNTRUSTEES 15 Structural Framing Notes 765-1802,, 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NYS,DEC 1. FOUNDATION - TWO REQUIRED �FOR POURED COiICP,ETE 2. ROUGH - FRAMING & PLUMBING 4 $ � 3. INSULATION OCCUPANCY OR �`�--P4101 4. FINALBE COMPLETE RUCTI N MUST USE I - - - -- - -- - - - — S UNLAWFUL ! ALL CONSTRUCTI�;N SHALL MEET THE Elizabeth Thompson . Architect Jobe Date REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICA- J / � YORK STATE. NOT RESPONSIBLE FOR ®F OCCUPANCY f th � - DESIGN OR CONSTRUCTION ERRORS. ! 165 East 118 St. Suite 7A Title Scale New York, NY v "IF RETAIN STORM WATER RUNOFF + 10035 917-848-1541 -fluffisuffif fee!1AKER 236 OF THE TOWN CODE. 61 u P.15 G as _o � a - - A i C� AP JobDate ► l Elizabeth Thompson : Architect ed Ae>-r b; 1 165 East 118t" St. Suite 7A Title scale New York,'NY ( '� 10035 917-848-1541 t' ( I -OHOV+0 4?10T1; 10 . F'WOft,46- r - w _ U - . IV I 7 DA . f P ca r Elizabeth Thompson Architect Job Date ►, ,: Date I p 7 i P.O. Box 464 917-848-1541 Title Scale Orient, IVY 11957 wwrw.elizabeththompsonarciiitect.com \ i -------------------- N-1 -! , I Job Date Elizabeth `Thompson Architect - °�' P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 - 9-47 til w .www.elizabeththomm psonarchitect.co I _ I) I I - i I �� '-- �a s` K •icTilS _—Date. ... - Elizabeth Th®rnpson Architect `- : - goo_eq°o P.O. Box 464 917-848-1541 Title _ __Scale.-_ ; OrientNY 11957 - www.elizabeththompsonarcliitect.com ------------- ---- -- - - r a - ----- - — Ffl LLI Ul wuIE LUI A ------ __ ­ d IL =L Lr JZA i Job Date i Elizabeth Thompson Architect P.O.-Box 464 917-848-1541 Title Scale Orient, NY 11957 vw w.elizabeththompsonarchitect-com �- ! �uU�v _.. j AP . 3 taw, J3, Job — -_ — Date Elizabeth Thompson Architect P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com \l �1 1� F--�-� I LUJ III LU W W !—!jLIJIWILLI - . LH j — - —i— - —I -- -- -- --Iz� Lt—-- • ��wria� d vt�� lob 9OCJ t�.�c` ar G( �� (. Date t Elizabeth Thompson Architect , Lp 712,;,o z� P.O. Box 464 917-848-1541 Title Scale Orient, IVY 11957 www.elizabeththompsonarchitect-com r i L � top tiv OF 11 I Job Date Elizabeth Thompson Architect foo ��rotJ � �,� , 7� .!Z,l P.O. Box 464 917-848-1541 Title Scale i Orient, NY 11957 ��/�,�,- �! y lop/�65rM4www.elizabeththompsonarchitect.com FLR' - - LLD n. g I > �1✓u l�to In j 9/ _ kin I Id Id -— -:. �j�.�fZl-� � -�Df��FE" • -�IJ�11C� �- -(��'1��� -'' �i �i- (r'�' � _ _ -- -�- -- �_;'� �f'`� � I�� 'ril/�.'��� � ''' ��� �d ����' / LLU [LLA 2 1 1 " l I -- - 41A-14 '�"' I--•- �-1 i Job Date Elizabeth Thompson Architect goo .Znoost GP"0�_ �A' e ;- i P.O. Box 464 917-848-1541 Title Scale �; 1 Orient, NY 11957 it ! - www.elizabeththompsonarchitect.com __�IZ6 .6 t x. .- '(I 16,- ki H 1 �a�� : : '` �1" - l ,!X11- ! it i iI II - 7 4&_ I�I �'i- .� t.t` _(�iClJ i-til G1 I - - �I I _ I_ I - Z it t q � - -- _ -- - - -- -- OW ,: �� f� _ --�-CSP--'i- -P_41�_ \\z Pv_r _- - - - - ` - --- _a oyl,'� 0. � J Date _ Elizabeth Thompson Architect_____ �ob P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 P www.elizabeththompsonarchitect.com - d Al Pei A%r,2 �A, ro,-ISI -r2. I✓ , i LOP - r�!f :Zp IZI f��- P 2A °w �w ,�' •� ,i K IGS-{ EDA 3 R� i Thompson Architect JpbDate Elizabeth Thom i p - /;0U ;vu� P.O. Box 464 917-848-1541 Title Scale ; Orient, NY 11957 P, W41- , I www.elizab'eththompsonarchitect.com � ' I _ - -==,r �-�� Pr -P►►.�� . , � -XIS,, �; �'° zip KA 4 65 TH 26 Job Elizabeth Thompson Architect P.O. Box 464 917-848-1541 _ Title Scale Orient NY 11957 www.elizabeththompsonarchitect.com I Al 1114- 20 I_SIAAPSON LSTA - 20 GAGE w/ 5-8d COM"ON NAILS!N x k' LY. STRAP RIDGE STRAP- ALL ROOF RAFTERS_ MC EACH END('18-O.C. FtLMCANIE CLP ( TYPICAL. 2 x 6 TIE A EACH RAFT-ER ` 11/4- x 20 GA GAL V. STRAP IN LIEU OF STRAP. \ (_ 5-8d COMMON NAILS TO _ICE SHIELD UNDERLAYMENT FD N. 016-O.C. / AEOUIRED - 24"FROM EDGE 1• r / --1.13737 f�£TAL STRAP ".JACK POST ALTERNATE POSITION OF i 4-Re NALs f'48' ' I HURRICANE CLIP USE EACH E140-TYP. \ �SUPSON H3 2'-0' MAX. / 4-8d MALS TYPICAL SiMPSON H2 HURRICANE -� CL1D NAILED.FROM PROVIDE 8d COMMOtd 18d COMMON RAFTER TO STUD. - NAILS�° 9" NAILS TO SILL TYPICAL ALL RAFTERS I O.C. AT PLATE EXTERIOR EDGE OF ALL 5 - 8d NAILS EACH END SHEATHING. APA RATED PLYWOOD TO 'SkPSON MST27 EXTEND TO TOP OF TCP- I vz-woE-zo cacE PLATE. .. I ETAL STRAP 048-OC. t,4AXMM' MST37 METAL STRAP JACK POST CANTILEVER OVER FOUNDATION ! MST27 STUDS w/4 - 8d NAILS x048-O.C. TOP OF POLO paTioh4 EACH END - TYP. — # DOUBLE TOP PLYWOOD SHEATHING -- _ _ PLATE =� - z <: ... BEAM-TOP BOTTOM. 2 x 6 6" TO OVER LAP BOX O.C. + 't STUDS ?� 0. 4. - -. ;J 9 fj 9t L h v '- ,o°<a < 45� - ' ELEVATION ' 4 - Ed NAILs GABLE ROOFS - WRAP i NAIL STRAP < 10° GABLE ROOFS t 1 10°<a <45° HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 4 - 4d NAILS AROUND SILL PLATE AT ANCHOR BOLT ^SIMPSON MST27 / 1 1/2"WIDE - 20 GAGE METAL STRAP IP ' a IL SHEA PROYOE WCObMCiJ NALS a 4"O.G �_NA � ?¢c x-a+•c m.?. AT liGti PRESsIFE ZOhE-8"O.C. 8d NALST.4 AT NTEP7pR PORTIONS Cr ROOF-TYP. 2 - •S REBAR ACO T SFE FOUNDATION DwG. X5 FOR DESIGN. W/FE F kEL !1p ROOFS rp�"`'' "t• _�,'�. SECTION .::-':' 10°<0 < 30° PROVIDE 8d NAILS 4.4-O.C.AT PERT.£TER NTEFiOR Job Date PORTIONS OF PANELS 94 4IGH PP.ESS�E ZONES. Elizabeth Thompson Architect --- 1o© 6,006w�- 14WG NOTE:a= 4 FT-IN ALL CASES !° . f�.i te.Km �j A y 1 f-;7nr2 P.O. Box 464 917-848-1541 Title Scale `S.E Orient, NY 11957 COMPONENT AND CLADDING PRESSURE ZONES www.elizabeththompsonarchitect.com -7 j 'P) I"� +r 'i l? � �� �! 1�e , CONCRETE (VOTES GENERAL NOTES Joint Description Nal rhes Yofl Spaatng 1. DESIGN,MATERIALS'&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE t ALL WORK MATERIAL.Aho ECvF%fNT SHALL BE N U. THS DRAYfM 3 AN FBTR AvIENT PREPARED TO ROOF FRAMING BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 31 B OF THE AccoPDANca WITH THE!ew YOM STATE t NFOFFd FACLtiA7E Ct76TRJCTCN AND SF(ALL NOT BE AMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN I BLI-OM CODE,AND TFE FEW YCW STATE ElaGY CONSTRUED AS A CONTRACT BETWEEN BL.LDER AND Rafter to Top Plal6 (Toe-nailed) ••• - 3 - 8d CLTSERVATICN CODE,AFD LOCAL AWHORTES. OWNER - CeRtng Joist to Top P1ole(Toe-nalled)•• ' per Hotter STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI, AT 28 DAYS 3 - Bd per Joist EXCEPT CONCRETE SLABS WHICH SHALL BE 4000.PSI. 2. ALL CONCPFT-e SHALL BE Si ONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER 9LPPLY Ceienq joist to Parallel Ratter (Face-naeed) 3 - t6d each lap MNa.LM 28 DAY STRENGTH OF 30M PSI Ceelna Joist Lops over Partitions (Face-nailed) 4 - 16d each lap SHILL BE DESi3EO AND BLIT N ACCOPOANCE Collar Ile to Rafter (Face-nailed) PATH THE SUFFOLI(CO1"Y DEPAATI,ENT OF fE_&TH Blocking to Rafter (Tae-nafled)) 2 Ed Per Ile 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF 1 ALL LLWER SHALL BE GRADE STAMPED DOUGLAS FR- Rlm Board to Rafter(End-walled) 2 _ Ed each end P LARaf STRUCTLAAL GRAZE 2 OR BETTER FI THS STRt1CTLRE FNS BEEN DESX3FED N each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM ACCORDANCE WITH THE FEW YOM STATE EKRGY FREEZING FOR A PERIOD OF 14 DAYS. 4. PROVIDE DCLSLE HEADERS AND TRIM ERS AT ALL CONSERVATION COLE - WALL FRAMING STAR AM FLOOR CFEN NGS.POSTS AND PARALLEL PARTITION'S.EXCEPT AS NOTED ON CPAWM IS EMXfER TO BE NOTFED N W ITNG OF ALL Top Pfale.lo Top Plate (Face-need A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS CHANGES PRIOR TO ANO OlA3NG COWTIUCTKX Top Notes of Inlersectione(Face-nalied) � _ �6d� per foot FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER S BROGt,13 10 BE PROVIDED FOR ALL JOG79 AND - Jolrts-each side FLOOR BEAMS. SPACIA NOT TO EXCEED 80 FT. � ELECTRICAL AND MECHANCAL COMPONENTS TO BE Stud to Stud (Face-need) - 2 - 18d OES?C;pED AFD SPECIFIED BY OTHEpg, Header !o Header Foee-naead 24'Con POUR. 6 ALL D&EFGaOia AFD OPADE COY,rTum TO SE ( ) t6d t6"a.e. along edges VELFED BY CONTRACTORS!PRIOR TO START OF 17. ALL 8TRlJCTLRAL STEEL TO BE ASTM A30 WITH ONE Too or Bottom Plate to Stud (End-nalled) 2 - 15d per 2.4 stud 8. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD CLf STRUCTION AND CRJEFr4G OF MATERALB. THB COAT EPDXY PAM. ALL FASTENERS TO BE ASTM 2 - f 5d per 2.6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER FOUNDATION NAS BEEN DES01ED FOR A SDI A-325 BOLTS.3/4'D6U,eTELL BEAFND CAPACITY OF TWO 121 TSF APO GRACES 2 - Idd par 2:8 stud POUR. LESS THAN 55L CONTRACICR SHALL VERIFY THAT 1A COWRACTCR 94PLL OBTAN ALL PERIATS ARD Bottom Plate to Floor Jotsl,Bondjatet.EndJaisl or Blocking (Face-nailed) 2 - 16d" per tool - THESE CCFCITIONS ARE MET. ALL FILL BENEATH tSLAANCE NECESSARY TO PROTECT THE ENGNEERCCNCFIErE SLABS TO BE CCRMPACTED TO 95% AFD OWNER FLOOR FRAMING 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING IELATIVfi DGMTY. IQ. 00 NOT OR SYSTEM INSTALLATION FOUNDATION WALLS STANDARDS-LATEST EDITION. 7. ALL FEAJD B t!tQ E N LENGTH AND OVER TO BE UNTIL FLOOR 8Y"a7ERA PfSTALLATION 6 CCMHLETE. Jots! !0 9R , Top Plate or Girder(Toe-walla;) 4 - 8d SUPPORTED 9T CQUBLE UPRIGHTS.B.0 F7 AND OVEfl gridQIng to Joist Hoe-rroeed per Jots! BY TRIPLE LPP)GHT4 ALL READERS TO Be 20. PROVIDE CARBON McwxDE ALA�BrIS ON EACH LEVEL B,xkfn to Joist Toe-naeed 2 - Ed each end _ A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. 9 2 - ad each end M3Rt lM OF 2-2x8 CR AS Si-OWN ON CRAW4 ANO N BASEMENT t F APPLCARLE l POSTX7N FEAA Blocking l0 9R or Top Plata (RAoe-nafled) 3 - f6d each block B. CONCRETE AGGREGATES AS PEP, ASTM C33, 3/4'MAX.SIZE. 'ENTRY FROMiHXA.SE To ATTACHED GARAGE ATEA. Led gyer Strip to Beam (Foce-naeed) 3 - I6d each PIs! C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, 9. PROVIDE FRESTOMM AT ALL LEVEL Jotet on Ledger to�Beam (Toenailed) 3 - Ed ) PEFETRATION3 Bond Joist to Jelst (End-none;) per Jolst ACIDS, ALKALIS, SALT, ORGANIC MATERIALS & DELETERIOUS 2L 9MOtcE DE7ECTOFt9 F'EOUR£O N EACH BEDROCTIA AFD lst Hand Joist to 5,11 or Tdp Plate (Toe-nailed) 3 - I Sd per foot 9. PROVIDE FLASHFX3 AT ALL ROOF SPEAKS. ON EACH LEVEL.LF DWELLM AS REM(ED BY 2- ifid' ver loot SU8$TANCES. CI-614tiECK ETC. Ex FEFaOR DOORS. WtDOW9 NEW YIXK STATE RXDM CCDE- ROOF SHEATHING D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, AFD gECttS ETC- DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BE A 22• ANY ALTERATION,REPAd4 ADDITION OR CIDNVEASION TO structural Panels MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM IQ DO NOT SCALE DRAWNGS. AN EXBTtA DWELLM FEOUFINST A BOIDe4a PEFnaT Ed 4'o.a parimeler nine NOW FEOIAIES THAT ALL SLEEPNO ROOMS N THE other B o,e. edges at TO C.R.S.I.STANDARDS. R DEMN CONSULTANTS OR RECORD ARCHITECT- RGJSE BE LIPGRADED WITH HARD WEED S Panel , 12'u.e. Interior E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTIbt A82-84 ENGI'EER ATE NOT RESPONSIBLE FOR THE MERCOt*ECTED SMOKE ALARM or 9 Dla al Board Sheathln of panel INSPECTION.9tPERVISID41 OR ADM NSTRATION OF I'c 8-or I- r AND A185-84. - THS COMTFUCTICN PROJECT. FEDERAL_ STATE 23. THE NYS CODES ALSO APPLY TO ACCESSORY 2 - Bd per support c AND LOCAL ZOt*r,AND BLLONGG CODE COMPLIANCE STRLCTU.FE DESKU I': l0'or wider •3'- ed per support F. WATERPROOFING AS PER ACI 515.18-79. SHALL BE THE FESPONWI-ITY OF Tit CONTPACTOR 24. GARAGE DOORS 10 5E RATED FOR r20 MPK WINO LOAD CEILING SHEATHING 4. ALL CONCRETE SHALL BE AIR ENTRAINED (3-5m RETENTION}. Gypsum Wallboard Sd � 7e edge / 10"ilei; WALL SHEATHING 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. Structural Panels Fiberboard Panels Ed (see table 3.9) FT*. 6d 3-edge/ 67 field 6. THE CONCRETF CONTRACTOR SHALL COOPERATE IN SETTING-ALL ANCHOR 25/32' 8d 3' edge / 6' field BOLTS,INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES., FRAMflNG NOTES Gypsum Wallboard 5d 7'ed L0' 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC SNTIES AND t INHG ALL FRALUMBER SHALL BE GRADE STAMPED 9. NAUQ SO-EDLII.E SHALL BE AS PER TFe KY.% Hordboard Va / ftefd C TIPPED. AAP DOUGLAS FR-LARCH STRl1CTUPAL(MADE N o. 2 OR- BLLDM CCCE-A9 A MV*v JM ALL 2X8 STUDS ed (see table 3.9) WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS YO PRECLUDE BET7 Particleboard Paneb ?' 1 ALL RECEIVE LS S ALLS AT ALV AND RATE Diagonal Board Sheathing ed (see !able ].9j ANY CORROSION. 2 SHEATHIFVC.TO BE APA RATED.EXPOSURE l 5/9 ALL EX7FJiOi NAILS MALL BE GALVANIZED. B'or I" a 8" 2 - ad per auvPort MIR THICKNESS OR AS NOTED. la PLTWOOD SHEATHM TO BE NALF,O WITH a d P 4- 1'. 10'or wider 3 - ed am EXTERIOR EDGES AND 6 d 0 tY o.e per support 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 3 IAWDORtk3 TO BE APA RATED STLRO+FLOOR INTERMEDIATE FLOOR SH NG E L 3/4'UK TMCKFEV ALL EDGES OF Structural Panels 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PLYWOOD TO BE SET ON SOLD BLOCKM's CLUE AND A ALL INTERIOR AND EXTEROR FNSIES. FLA9443 NAL PLYWOOD SLZFLOCR TO FLOOR JOISTS AID WATT NG SPALL BE BY ARCNTECL ' i"or TessEd ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL - BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. 4. ALL HEADERS 8'-U'AND OVER SHALL BE SUPPORTED IZ ALL ROOF RAFTERS SFIALL bE ATTACHED TO THE PLATE greater than t' lad 6"edge% S' field WITH DOUBt.E t.POGHTg, W-G- AM OVER WITH AND STUD WITH GALVANTED HPAICAF•r£ TYPE Diagonal Board Sheathing TRIFLE UpFjGt-fTS. ALL 1-EACEPS SHALL BE A CCN,ECTCR9 BY -TECO'OR AFPFFOVED EGUAL_ FCR 10. ALL RE!NFORCIMG BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED WA LM OF-e 2X8 OR AS SHOWN ON DR AWNQ TIMBER PILE FOLNOATI(M PROVIDE RNEAI E I'■ 6"or I' a B' per s CLIPS AT ALL PER11 ETER JOIST TO GFCEPI I'x 10'or ,rider 2 - ad support PER ACI 318, CLASS °C-, WITH 40 DIAMETERS MINIMUM, BENT AROUND s ' SCLID BLOCKM SHALL BE PROVIDED FOR ALL JOSTS CONr.ECTF�s. 3 - 8d per support CORNERS AND HOOKED AT NOW CONTINUOUS ENDS. FOR FRAMED SLABS, AFD FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED (' 8'-fY O.C.bid PROVIDE 2'SPACE FOR'AIR M ALL PrZ-EHO2,EEBED LIJIVEER WALL BE 0EOMA dolling requirements are based an wall sheothing nailed 6-on-center at the panel edge. If II sheolhlnq Is roiled LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CRCUI-ATIOR N ROOFS PACK ON SERIES WOCo-I-BEAK&-ANO LVI. 3e an-center cl the pone)edge [o obtain higher shear atescavIles walling requirements for slmcluml member shoe SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET' PROCUCT9 OR EQUAL ALL JOISTS. C." AND be doubled or alternate eanneeiars , such as shear Plotes shall be used t° maljohi the lead path: Q DOUBLE FFtAAr1.l0 AROtFD ALL CYENR•A9 I drylgrlr., 1-EAC@S SHALL HAVE BEAt�d3 97FFEt•F�INSTALLED H When wall sheathing Is continuous ower connected member the lobulated number of noes shoe be permllled la' SPLICES OF BARS AT OPPOSITE FACES. t1eHt elm)OR AS NOTED ON(FiAWNGS. AS PERBAANP.FACiLFEftS RECC4�.IVEN®ATK7H9. WEB be reduced to 1 - 15d wall per foot. STFFEFI'SS SHALL BE FEOUAED AT ALL LOAD AND 7. DOUBLE IF FRAL41NG UNDER ALL POSTS ANO PARALLEL BE.ARNC PCIdT9 AT A M14PA JFA A SNGLE 1 3/4- 11. ALL SL48-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE PARTITIONS OR A8 NOTED ON DRAW";& LVL IVA JOIST 94ALL BE FEOLIFED AT FLOOR USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. P@O.fTEM HANOLNQ•STORAGE,AND EFECTION OF S ALL FLUSH WOOD CCNe•ECTUNS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MAI-IFACTUERS WITH RATED GALVANIZED METAL CONNECTORS BY FECOLf.EFDAT1CXiS. 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION TECO_OR APPROVED EQUAL 3' 12` JOINTS AND SHALL HAVE.KEYS AND CONTINUOUS REBAR. WALL SECTIONS K. ALL NUTPLE LVLP ` I CF V2'DIA. AAA BET-WEEN ADJACENT FOURS. SHALL BE PLACED ALTERNATIVELY Oct WITH A MINIMUM OF 24 HOURS cu 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED X11 ( I AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT.FROM ANY SUPPORTING OR 4 I J INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE F C p NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. i; .ems .�..i �;•`'ZN f✓ - V2"C(A-GALVAN= _ _ Date - - - NACr�BLOT W/WAS�iS Job AT IT O.G. -- Elizabeth Thompson Architect END VIEW SIDE VIEW _. �aLyfU-0I° �I LVL 6OLTINC DETAIL P.O. Box 464 917-848-1541 Title FOR W"W" GCLZLE LVL Orient, NY 11957 scale �rl'�E- � www.elizabeththompsonarchitect.com BCLT7IG