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HomeMy WebLinkAbout42937-Z o.Ozr s�{PFO�,tCOG Town of Southold 9/19/2019 P.O.Box 1179 0 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40702 Date: 9/18/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 505 Kayleighs Ct., East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-16.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/6/2018 pursuant to which Building Permit No. 42937 dated 8/13/2018 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: ACCESSORY GARAGE ATTACHED BY BREEZEWAY AND FRONT PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Costello,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42937 09-13-2019 PLUMBERS CERTIFICATION DATED ut o ' e Signature �guF�ot�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 42937 Date: 8/13/2018 Permission is hereby granted to: Costello, John 505 Kayleighs Ct East Marion, NY 11939 To: construct an accessory garage attached by breezeway and a front porch addition to an existing dwelling as applied for. At premises located at: 505 Kayleighs Ct., East Marion SCTM # 473889 " Sec/Block/Lot# 31.4-16.9 Pursuant to application dated 8/6/2018 and approved by the Building Inspector. To expire on 2/12/2020. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALT TION $954.40 tal: $1,004.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. August 6th 2018 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 505 Kayleigh's Ct East Marion House No. Street Hamlet Owner or Owners of Property: Jeff McGrann and Karen Costello Suffolk County Tax Map No 1000, Section 31 Block 4 Lot 16.9 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: r Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ 50 pplicant gignature sov�y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 • �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karen Costello Address. 505 Kayleighs Ct city,East Marion st: NY zip: 11939 Building Permit#• 42937 Section 31 Block 4 Lot- 16.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T.Collins Electrical Contr Corp License No: 50465-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only 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 29 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 11 CO Detectors Sub Panel 125A A/C Blower Range Recpt LED/Fluorescent 8 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1Q Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment- Notes Inspector Signature: Date: September 13, 2019 S.Devlin-Cert Electrical Compliance Form As OFSOUI # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION E/FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: roodw, "Alft� "A# D vt b& Dv-v/ 'l 'an IA-Z'S (06 Of v r-VV6 ' u4�'n i R r�i p r by -�o • DATER ����aOF SOUTyO/_ h� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLEG. [, ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) , [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �O��OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6 6tm I mn-5 DATE 101W&O INSPECTOR SO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�'' 765-1802 INSPECTION [ l FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C�dp,— C.7re�2c --O ! � DATE INSPECTOR<�Z� OF SO!/Tyo� Z� / TOWN OF`SOU IITHOLD BUILDING DEPT. `ycourm N�` 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL)(q* ,i [ ] CODE VIOLATION [ ] CAULKING REMARKS: NA-L- .s DATE INSPECTOR SO(/Th° # # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm e�'' 765-1802 INSPECTION [ ] FOUNDATION IST [?] RUGH PLBG. [ ] FOUNDATION 2ND [ ULATION [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: PON cdadv4cl DATE 91W INSPECTOR 90a • • • • COMMENTS _ I n1f; FOUNDATION (1ST) Edil'1'tTMALI��!',�, Of .'FOUNDATION (2ND) ROUGH FRAMING& PLUMBING INSULATION . . 8T I ATE •D �f [ti7 Rol ��'tsL� `" a A WAMENt"M I ffvoffll W t� i I NO �' , ! "• ;s J � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. � � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 D Single& Separate j Storm-Water Assessment Form l AUG _ 6 2018 contact: Approved ,20 Mail to: Robert Wilson Disapproved a/c BUILDING DEPT. PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date August 6th 20 18 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4' sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer,general contractor, electrician,plumber or builder A ent e of owner of premises Jeff McGrann and Karen Costello (As on the tax roll or latest deed) 1plicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) rs License No. ers License No. �ians License No. grade's License No. ion of land on which proposed work will be done: Ka lei h's Court East Marion Number Street Hamlet Tax Map No. 1000 Section 31 Block 4 Lot 16.9 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Same with the following changes. New 875 sq.ft.two car garage attached to existing house by b. Intended use and occupancy 50 sq.ft.breezeway. New 60 sq.ft entry addition and 372 sq.ft. entry deck. 3. Nature of work(check which applicable): New Building Addition V/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units- 1 Number'of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 60.4' Rear 60.4' Depth 33.3' Height 24'-8" .Number of Stories 2 Dimensions of same structure with alterations or additions: Front 95.4' Rear 60.4' Depth 56'-011 Height 23'-6" Number of Stories 2 - 25-0"(Garage) 25'-0"(Garage) 67'-6"(Garage) 10'-0"(Breezeway) 10'-0"(Breezeway) 6'-0"(Breezeway) 8. Dimensions of entire new construction: Front 38'-2-1/2"(Entry/Deck) Rear 38'-2-1/2"(F�y/D d Depth 12'-0"(Entry/Deck) Height 23'-6" Number of Stories 2 9. Size of lot: Front 150.00' Rear 150.00' Depth 297.52' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-80 Low Density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NOS/ Jeff McGrann and 505 Kayleigh's Ct. 14. Names of Owner of premises Karen Costello Address East Marion 11939 Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY 060ul< Robert Wilson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 knowledge and belief, and that the work will be 'performed in the manner set forth in the application filed therewith. Sworn to before me this kelt_day of gc 20A Ljr, T DWYER J" NOTARY P Nei t01DW6306900 ArE OF NEW YORK p IN SUFFOLK COUNT`�a� No b is COMMISSION EXPIRES JUM Signature of Applicant Scott A. Russell , u ��� ST0R.MWA\TlElk SUPERVISOR MANAGEMENT SOUTHOLDTOWN HALL-F.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS IPROJIEtC"d' INVOLVE ANY OF THE E 1+OL]LOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, gr\Ading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E][2] D. Site preparation-within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within the one-hundred-year f loodplain as depicted I on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious. surfaces. ! If you answered NO to all of the questions above, STOP! Complete the Applicant section below-with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date: District NAME_ Robert Wilson 31 4 16.9 8/6/2018 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** t ContacInformation _ _(631)504-8842 RcScphwr Nvmbrrl J \`/G Reviewed By Date: 1— a J Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 505 Kayleigh's Ct Approved for processing Building Permit. Stormwater Management Control Plan Not Required. East Marion NY 11939 Stormwater Management Control Plan is Required D (Forward to Engineering Department for Rec,lew.) FORM # SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector Down TOWN OF SOUTHOLD A 2 6 2018 Hall Annex - 54375 Main Road - PO Box 1179 PA Southold, New York 11971-0959 o�i✓�TTelephone (631) 765-1802 - FAX(631) 765-9502 TOWN OF S® T. roaer.richert .town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 1,o r CompanyName: `{ — � Cje Name: Clo o 711- License No.: _ 5o,4 G'S email: 'I�o�,-��i 1,;- 'A Address: Phone No.: C43 r) `f JOB SITE INFORMATION: (All Information Required) Name: Address: 0— Cross Cross Street: kCw_ g» Phone No.: ( 203=7 S Bldg.Permit#: 1{o2�j -7 email: j I-nL L� Tax Map District: 1000 Section: 3 Block: C7# Lot: �o BRIEF DESCRIPTIONF WORK(Please Print Clearly) w T Circle All That Apply: Is job ready for inspection?: / NO �oughln 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 Reconnected -Underground -Overhead #-Underground Laterals 1 2 H Frame Pole Work done on Service? Y N. Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form As rV 1 Town Hall Annex { Telephone(631-1802 54375 Main Road _ Fax(631) 734-9502 P. O. Box 1179 Southold, NY 11971-0959 o A, 0 _ �• BUILDING DEPARTMENT NOTICE OF UTILIZATION OFITRUSS TYPE_CONSTRUG'I'ION, PRETENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: August 6th 2018 OWner:, Jeff McGrann and Karen Costello ` Location of Property: 505 Kayleigh's Ct. East Marion NY 11939 _ Please take notice That the (check applicable line): ' New'residential structure Addition to existing residential s(ruc>irre Rehabilitation to art existing residential.structure;• ' to be constructed.-or performed at the& bjpct property rdfgFq.nce above will Utilize } (check applicable line): Truss type construction (TT) ,,. Pre=engineered wood construction{P1N) Timber construction (TC-), 1+ • in the following-iocation(s)(check applicable fine): x 'V_' Floor framing,including girders and beams'(F) 1. -r r Roof framing (fi) ` Floor and roof.ftaming (FR) Signature: Name.(person submitting this form):, " RobertWilson a Capacity(check°applicable line): -Own6r ' .. Owner representative i' - - • TrussResReol5.docx Effecfive 11112015 -=- 6" DIAMETER r- - ZEFL'EGTIVE REOn _ ,--ROMAN ALPHANUMERIC PARTONtµ _ -"'DESIGNATTON-OF COILS iIZUCT'ION (PIKS) #187 �''~� TYPE BASED ON SECTION 602 OF THE 8UILDING CODE OF NEW, YORK STATE aaMIN. REFLECTIVE WRITE COMI�'t7I�E[dT87E174"t i4l'��OF ,• .• •.• . •. TRUSS CONSTRgq- ON "F" FLaOR'FRAMINO.-INCLUI)1NG GIRDERy^ixA II3 BEAIRl1,S- "Ri ROOF FRAMING- r y "FR" FLOOR AND ROOF ORAild[(46 19, KCRRV CVil� yf[ �JSS'lBCLDCAC �MO 5�:: v._ ..� NEW YORK .NATE DEPA �T[1t `I �l F �` DIVISION OF CODE ENFORCEM'E T, 1 aun Young Young, Land Surveyors, ' 11; # 400 Ostrander Avenue, Riverhead, New York 11901 � j 516-727-2303 ' Alden W. Young, P.B. & L.S. (1908-1994) Howard W. Young, Land Surveyor O i L,o{ 4 Thomas C. Wotpert, Professional Engineer John. Schnurr, Land Surveyor 3--1- F NOTEAli wit N -09 AREA 44,392 SQ. FT. dE r f' • SUBDIVISION MAP FILED 1N THE OFFICE OF THE CLERK Of -at 3 EK�"�� �+ f y_ N SUFFOLK COUNTY ON JULY 25, 1997 AS FILE NO. 10035 e -1 +� O• — _ ct VACS s CERTIFICATIONS �.__.- m 33s -J_0__ • WE HEREBY CERTIFY TO TAMMY HARMED, NORTH FORK BANK & FIDELITY NATIONAL TITLE fig 0 -,4, -rte` �- ~ INSURANCE COMPANY THAT THIS' SURVEY WAS 9. 0 M;�___----"i%6 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR % I'' LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION O � -.-_r `� OF PROFESSIONAL LAND SURVEYORS, 1 O 'Zg7,5Z' i a N �� � �► yVo 0 T4 d 0 �• ` t N ?g�09 t S x J N SCHNURR, N.Y.S. L.S. NO. 49517 >z 1 Lpt 2 HOWARD A YOUNG. N.Y.S. L.S. NO. 458 a NO. 44g� ` o SURVEY FOR OFN i TAMMY HARMED >" LOT 3 "HIGHPOINT WOODS" w G � � ' At East Mahlon, Town of Southold o , :����^.�,4 a �� ��� ;; Suffolk County, New York r Count Tax Ma oismet 1000's=t�cn 31 Block 04 tot 16.9 � a j eQfl, Y P p 'S t4A �.. - }] of or-A'S "w ( o FINAL SURVEY - - - •cam ir.*!iz't� 3'$1�° .Uri r' I� �Q '- O s MAIN T�Q A i MAP PREPARED MAY 7, 1999 �/ 25) 4 M. l • _� : I - SCALE, 1" T 50' JOB NO. 99-0317 OF ® (] MONUMENT SET MONUMENT FOUND 8 STAKE SET A-STAKE FOUND �. DVVG. NO. 990317 1 - (1)UNAUTHORIZED ALTERAMDN OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EIGSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (Q CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADD17IDNAL INSTITUTIDNS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS t� 400 Ostrander Avenue,Riverhead,New York 11901 W.631.727.2303 fax.631.927.0144 admineyoungenglneering.r om Hop4ard H.``I N 9 I or Thomas G.Wolpert,Professional Engineer $ ®/r Douglas E.Adams,Professional Engineer 1 0 1 ®� Robert G.Tast,Architect o c11 `pt 4 E Robert Stromski,Architect ub&J-%Ston —0ds, V s S t W0 > „Highpoin 29q,37 SITE DATA 1 IIS A IIS n I M N s AREA = 44, sae 50. FT. 1 I- *SUBDIVISION-"HI"POINT WOODS"FILED IN THE OFFICE OF THE 5 w LP CLERK OF SUFFOLK COUNTY ON JULY 25,1999 AS FILE NO. 10055. ROW Of EOREEN i' O rnORY `VA-7 8 �- I C�T11F 19.5-{ % G t 3 CSR 2a2 N /yh ' �.o » C JRX E diV1$1On (J , z Sub t Woods DECK 2'� tn0 1 i/ 7.2.7,---- - 'rl � "Highpoin ��i1?q� DR�vEwAY pC7 SURVEYOR'S CERTIFICATION 0 ---- w _� 4 y2• Ay A HALT s WE HEREBY CERTIFY TO JEFF MCG RAN THAT THIS SURVEY (D p 181.x:--'"" ! 8.0 r, - SP (D _ WAS PREPARED IN AGGORDANGE WITH THE CODE OF,E$P+GTIGE N -!' N TtT N. ' FOR LAND SURVEYS ADOPTED BY THE NEW YOFJQ' c O --- "_- "" .!!� 333 ASSOCIATION OF PROFESSIONAL LAND O `z �" ✓y O O SHED 'o != , 1. NFpU1JDA"DN 67,7`___-" -"-- -.''f -1 `� � 35.9 � v ? lw �XTI 1! 1(71 E I I Ln N 539 , 0 0- O It O tL' HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 a O W 9 d N a,oqp W Lot 2 1 S� n — „ Z SURVEY FOR RR Subivisio NOods " ► » ghppin Hit S JEFF Mc6RANN N c, 1 O y C� LOT 5 "HIGHPOINT WOOD5" I at East Marlon, Town of Southold 1 5uffolk County, New York a 1 N 1 HwT+ CERTIFIED SURVEY 1 County Tax Map 1)19tri.t 1000 Section 51 Block 04 Lot I&A i FIELD SURVEY COMPLETED AUS.50,2018 1 Z MAP PREPARED AUS.51,2018 MRecord of Revisions RECORD OF REVISIONS DATE D FOUNDATION LOCATION SURVEY 5EPr.20.2018 U:O a J SEP 2 5 2018 O C O D m IBUMD V 1D DFPr- 0 IV 1 AIN ROAD ®A TOWN OF SOUTHOLD 50 0 25 so loo (N Y.S. RT E• 25) Sale: 1" _ 50' JOS NO.2018-0168 DWG.990319-20I8_0168_foundation_loc I OF I E = MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND j r IZED ON OR ADDITION TO THIS SURVEY IS A TION CTION 7209 OF THE NEW YORK STATE 2)DISTANCES SHOM HEREON FROM ROPERTY UNES TO ARE FOR A SPECIRC AND ARE NOT TO BE USED O ESTABLISH PROPERTY NES OR FOR CMDN FENCES.(3)COPIES OF INS SURVEY NOT EARING THE SEAL OSSED SEAL ALL NOT BE TO BE A VAUD E COPY (BIND CATED�HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THEASURVEYFIS�PREPARED AND ON HIS BEHALF TO THE TITLE EDUCATION `GOVERNMENTAL AGENCY AND LENDINGPIINSTITUTION LISTED HEREON.AND TO TME ASSIGNEES OF THE LENDING IIN511N G1.I CERMFICATIONS ARE NOT TRANSFERABLE TOUADDI DNAL IN�TUTIONSaOR SUBSEQUENT ONNERS. 9)THE LOCA ON OF DWELLS(W).SEPMCOTANKS(ST)SURVEYOR'S CESSPOOLS(CP)uSHOM HEREON�ARE FROM FIELD OBSERVATIONS AND OR DATA'S OBTAINED(4)CERTIFICATION OTHERS- 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.121.2303 fax.631.129.0144 admin®youngengineering.eom on Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer g 1 I Douglas E.Adams,Professional Engineer o Robert G.Tost,Architect c i4 O 3 i `°t W Robert Stromski,Architeat ubdiv. ion S woods� 37E ' t ' ry „HighPoin 294, SITE DATA M I S AREA = 44,5c12 50. FT. 1 L m 'SUBDIVISION-°HISHPOINT MOODS"FILED IN THE OFFICE OF THE S w (3t CLERK OF SUFFOLK COUNTY ON JULY 25,1949 AS FILE NO.10035. c i ��C NOW OF E�RGREEN ; O s 'N78'p9 40 G "-°=- No i C s 3 CA►�111E` ,28.7 Lot cE NCE o d•vlsion EN ON O Z SUb t woods 2.� a�'L ,92.1__- 5URVEYOR'5 CERTIFICATION b LA Y 7 �- - CL,a O, y�ZN ASpHA1 T DR�VEv1A O 'WE HEREBY CERTIFY TO J EFF M oG RA N N THAT THIS SURVEY wA5 PREPARED IN ACCORDANCE TFI THE GODS OF FRAGTIGE (D O N 181__ WITt FOR LANDSURVEYS ADOPTED BY THE NEW YORK 3 O _,-_ - L ASSOCIATION OF PROFESSIONAL LAND SUR 33.3 �_ FRAME ��, p O O SHED ti/o?• �f_ '�6� �FOUNDp�ON - 50_._5' ------ /L;C \R' N (D WEu i �� s ' r I` 1 .`, _ ° A ,= li it (� 4 00.O O O HOWARD W YOUNG,N.Y.S.L.S.NO.45843 z O 8'Og 40 w \-ot 2 N co 1 57 SubdivisiONoods' o SURVEY FOR „ oint N HighP _ s JEFF McGR.ANN a 1 O on ` LOT 5 "HIGHPOINT WOO125" 1 of East Marion, Town of Southold ►i N 5uffolk County, New York 1 O CERTIFIED SURVEY County Tax Map DIstrmt 1000 section 51 Block 04 Lot 16.9 FIELD SURVEY COMPLETED AUG.50,2018 1 Z MAP PREPARED AUG.31,2018 Record of Revisions ® RECORD REVISIONS DATE v D FOUNDATIOIO N LOCATION SURVEY 5EPT.20.2018 0 SEP 252018 0 M MAIN v'AI'v ROAD BU,DUM DEPT- so O 25 50 100 2 j) TOWN OF SOUTHOLD RT a E. scale: 1" = 5O' (N•Y•S• JOB NO.201b-0166 - PAS.490511-2018_0168_foundation_loc OF I E = MONUMENT 5ET ■= MONUMENT FOUND D= 5TAKE SET A= STAKE FOUND YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor a� -7 THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer ROBERT C. TAST,Architect ROBERT STROMSKI,Architect September 21, 2018 ATTN: John Jarski Town of Southold Planning Department D [EC[E0VF- P.O. Box 1179 D Southold, New York 11971-0959 SEP 2 5 2010 RE: Jeff McGRANN BiJMDING Dom, Kayleigh's Court, TOWN OF SOUTHOLD At East Marion, Town of Southold, New York Dear Mr. Jarski: Enclosed herewith are four(4) sets of the Certified Survey, for the above referenced project, last dated Sept. 20, 2018. Very truly yours, Howard W. Young HWY/dc Planning Engineering Land Surveying EXISTING FAMILY ROOM EXISTING BEDROOM EXISTING KITCHEN rl EXISTING BATHROOM EXISTING STORAGE EXISTING LIVING ROOM EXISTING BEDROOM IF n REMOVE EXIST. N1RY DOOR EXISTING WINDOWS - - -I _ _ _ EXISTING FOUNDATION @ RESIDENCE _ - - - - - EXISTING WINDOWS -2- X8 HEADER - - - -- -- - - - - - - - - - - - - - r - — -_2X8 @ 16" OC ROOF R FTER,S 2X12 ACO LEDGER BOLTED _ STRAPPED TO GIRDER & {w - ------------ --- -p ----- -- - ------- ----- _...__..__._..._.._.._.._._..--------- -------- - - - - - - - - - - I 0 I TO HSE FRAME W/ 1/2„ �� ----` —` -- -"-- --'-"-"---------------" 2X6 CEIL. JOISTS @ 161' OC SIDING TO MATCH EXIST.------.--- -.--BOLTED TO EXIST.RAF ERS 3�1„ I J EPDXY COATED LAG BOLTS w - -TYVEK HOUSE WRAP------------ --- 21 STAGGERED @ 16" OC. -- ------f - ------------ --.._.. ------- k LL 2X8 RAFTERS @ 16" O --c - \- --- - - - --0 - ( I BOLTS W/ ANCHORS TO o O 1/2" PLYWD. SHEATHING- -- ---- - -- - --- w LE, I _..O_ _. .___-�_..._..__...__._._.._...___o _.__ O NEW CRAWLSPACE @ ENTRY CONC. FOUND WALL TYP. ------ -------- -- ------- p O 2 X 4 @ 16" OC STUD WALL j�---- -- -- --- �M Q - --- -w : I f----- - wx = 1/2" GYP. BD. @ INT. n �r O w Q'-- ---------- w ------- x —�( � Z o R-15 BATT tNSUL. Q p w I 8" POUR. CONC. FOUNDATION WALL -- — --- - z --- - ------------.. d3 ul._._._.....�` N -w -I x +6, I -- ---......--------� cn @� i ON 16"x8" POUR. CONC. FTG. C7H~---------- ------.._._.._..-------------'----------- -------------- La] .. oO o ! wLL I � � o . _ N. �•. ____ ____ ------ __-. __-_- --- u- uiw 2'-0' w � Q-- _� O w 2X8iEADER �ry rDN SOp O— r __� NI I ---.....---- - ____.._.___ O iL .- .- T ry - - - - - - - - - U w L - ------ ----- ----- _ -- ___. ------ -___- -__-- - I dII N �xa.er�rr�romewu rouao�wo waasmr rµneevoiecrua.wp«ocrcnRnarrs.aawenmo,srH n oa�otse.sw�+.aw,y --__ _____ _____ ____ —�- ------0 x--- 2X8 RAFTERI @ 16" OC .-...... --------� -- -- -...............- - -- o p-0"---- -- - o O 9 O O w O O w r p - ___ - .__ ._ _..- �._ ___. � ehn.aon aiwwe-nr cawc - -- -- --- w ----_----- - —- _ - -- -- -- - w __ _ _ _ - - - -- --- - -�- w O -- --_------ --1 3' 0..-------------------------- - p -. J c0 Kiae �w _ – ---- - -- 0---- ------------------- -- ------------- @ -- -- - - 13'-0„ -- ----- - - - - --- a- p C7 -� ---C7-- o� s-- � ----}---- @ 0 a o w�sws as an ' I ------`--------_____ _-------------_____- __-- -_---- @)Q H = - '--- - - - ------"-- -- --x~ ---- -- Q w mn4.wr raw uuo id.,GR -1 ----- -o --- - --- -------�- - N cn m - -->----� I o O - --`-- --- -- — ---- - -- - X H O - -�- ^- �-f- I X ui 1 -_ --------------------------------- \\ 3-2X12 GIRDER ANCHORED TO 6 STRUCTURAL POST RJSIDE ---- ---- - - --- -}} - - ------------------ ------------------------ --< - ---- --x-- -- -- xv_l_— ---- ----------------x---------------------------------- - ------------------------------------------------ 10" DIA. POUR. CONC. PIERS DECORATIVE COL. r re rsa ru�nc ------- --—------ --- ----^ -------- N --- ---- ------------------------------------------- - -------------------- ----- - - - - - rt ON 2 4"x 2 4"x 8" POUR. CON C. FTGS STRAPPED TO GIRDER BELOW--------------------------------_—___--- r-----------3-1/2"X11-7/8" GIRDER - - --- -- - - 3-1/2"X11-7/8" GIRDER - - "---- @ 36" MIN. BELOW FIN. GRADE._-___--____ _ _ _.._______________ __________ - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - -1 / \ I 3-2X10 GIRDER ' anos M'OG ANCHORED TO 6X6 POST I -------------- ----------- ---------- PLAN - — �--- ---------�---_ ---_ ---- --- -- -- - �......_ - – - 1/4" = 1'-0" 6.2 9. 18 REVISED 8.3. 191 Z" —12'-81' " 1 2'-6" ROC>r STRAPPINC7 PETAIL 38._21" FOUNDATION PLAN 2 1 /4" = 1'-0" 6.2 9. 18 REVISED 8.3. 19 _... ------ ---- ...- ----------- ---- -- - --- - - ------- - ----- ------ -- --- ------ ------ ! FUWANE A 9 MANWAGWRW BY -, .. ......__ .._- ..- -- -,._ 51MFAWN 57RON5-TIE Cz*114�GTQR9 ----- — ----- - - ----------------- -----------------_ _----- ----- -------------------- - _.. ---- - .......----- - ---........................... No.LRbI_`ft1210 fiRcp /�1 _._ _.._..._.................................- ........... - ..... ---... ....__.......---_---------_ .....__...._....-.._._..--- --.-- -- ------ -- __.._ _............. _...._..- .....__._....... ....._....._....._..... _. .. ... _.........._.........__. VALENT AT EVERY R�1FT8i TO RIDS - ----- - - - ------------------------------------------ --- ------- ________--�---__-__--- --_______ _ x MCG RAN N/COSTELLO RESIDENCE Co ATN 505 KAYLEIGHS COURT CUP �LA EAST MARION N .Y. E:_O�Kg B.r".#,q:g% ......................... .. . ... ...... - ................ ------------- ............................. .............................. ........ ----------- ................................ ---------- --------------- -------------------- ---------------------------- ---------------------------------- ROOFING FELT BE COt..PIPLETE FOR G.0� ROOFING FELT' YORK STATE. NOT RES"ON3151-1- jl� DESIGN OR COINISTRUCTION E, t GENERAL NOTES SOFF1T/FASCIA TO MATCH EXIST. CEDAR SHAKE SIDING Lo 1. All work shall conform to the requirements of the Residental Code of New York TWO CAR GARAGE CEDAR UNG TYVEK HOUSE WRAP TYV HOUSE W�A BREEZEWAY State, County and Town Department Regulations, Utility Company requirements and 112" CDX PLYWD SHEATHING E) VID. SHE T1 ING best trade practises. 2X4 @ 16" OC STUD WALL v", TW26310 9'-0"x8'-0" OH GARAGE DOOR 2. Before commencing work the Contractor shall file all documents required by the LL1 9'-0"x8'-0" OH GARAGE DOOR Building Department, pay all fees required by local agencies and obtain all required LL 'JD 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be 4" POUR. CONC. SLAB reported to the architect or property owner. Do not start work until such conditions 4" CONC. SLAB Ir have been examined and a course of action mutually agreed upon. Failure to notify I ALIGN W/ GARAGE TO',,SLAB the owner or architect of unsatisfactory conditions will be construed as an acceptance I I,,,- of the conditions, to properly perform the required work. 2XI5 ACO SILL BOLTED TO 4. All work is to conform to the drawings and specifications of the architect and 8" POUR. CONC. FOUNDATION engineer consultants. 16"x8" CONC. FTG- @ 5. The Contractor is to maintain a complete and up to date set of plans on the ------ 6. The drawings are not to be scaled under any circumstances. NORTH ELEVATION 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures SECTION # 1 EAST ELEVATION including storage and toilet facilities,protection of existing work to remain,access to 1 /41' = 11-0" 6.24. 18 1 /4" 1'-011 6.24. 18 1 /4" 1'-0" 6.24. 18 Work area, hours; of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a carefull and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services G(-IMPLY WITH ALL CODES OC temporarily disconnected while performing the work as required. : 8L rOWN CODES 9. The Contractor shall provide all dimensions and cut-outs for other trades. Nil e I 'lac"113, 10. The Contrac:tor shall provide proper shoring and bracing for all remaining structure ,1,(N"reV Oro AS REOU'RE prior to removal of existing structure. 1,11sta , 11 Coll', 11. Plumbing, ellectrical, HVAC and similar work shall be performed by licensed il,fe te'r 11 persons who shaill arrange for and obtain all required inspections.The General Te (N 71 PLANNING BOARD 4to oae Tol"'N Contractor shall The responsible for scheduling all other inspections as required. A. EXISTING FAMILY ROOM 12. The Contractor is solely responsible for construction safety and shall hold the SOMOLD owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. EXISTING BEDROOM CONSTRUCTION NOTES 0 Ril AP V 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. EXISTING KITCHEN 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance J OF ED �SEtl`PIP with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better IDouglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on EXISTING BATHROOM AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy EXISTING STORAGE Conservation 'Code of the State of New York. CuDE with NYS Code R 602.8 to form an effective fire barrier between stories and I I I I between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with NEW BREEZEWAY NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. EXISTING LIVING ROOM 51 EXISTING BEDROOM GEOGRAPHIC & CLIMATE DESIGN CRITERIA -1 t GROUND SNOW LOAD 45 psl �1�t 10 WIND SPEED to vlkdvl� SEISMIC DESIGN CATATGORY 130 MPH —101-011- WEATHERING SEVERE L) (T S DIMENSION MAY HEN FROST LINE DEPTH 36" SIDE ARID SETBA DETERMINED) TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 REMOVE EXIST. EN�RY DOOR FLOODHAZARD AS NOTED < G� W A- 102 ENTRY PLAN, SECTION & ELEVATION PROPOSED TWO GARAGE & BREEZEWAY REVISED 7 . 30. 18 1 G/ oress A 101 --------------------- ­------------------------------------------------- ------ ----------- ----- S 1AK ---------------­­------­--------------------------------- --------------------- ------------------ ----- PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 NEW COVERED PORCH - SEE A 102 OLD 69 6 7";�4 F, Iro 11"HK VVII RAPMR TO PLATE CCIN04110TION BOTH SIDES 101141134 44 UJ SWVAU!�lr AT EVMY 1W TO R11059 RITZ TO ME USW MEN 'yo �41 MOOM No.LSTA24 OR Tor,111.Op POM two FE S1_ KIN 01�11toENT Or-'I".00' Cn N, SEE To PLATE CONNINCTION MEN RAFTERS 00 HOT LIN NEVALL 5( -0" FRONT YARD SETBACK am IPLOOR ON"STRAPPINS,to W SPW,IFr,ATI0IS AND WYS OWE SMILL TV, od NAILS No.W16 OR APrRt7vW BAWAILENT. INTO PLATES STRAP TO MVI!HIN.12"EEARINS,ON THE S7W MOM No. - ' '- TABLE R6025(I) �AsTE1yIiV� sc,�lt=vut� I17E9CR11'TION OF 91JILDIN6�EMEMTS KMNM POO pig, SPACING AND LDCGATOM ROOF 4-bd BOX J`3;"x0.119'7 OR 1 BLOGKIN5 9ETV'CE'L GEILINO JOISTS OR WTERS 9-6d COMMON(2&%O.19190 OR TOE NAIL To TOP PLATE 5-lad BOX 1`2 A-90-125%CM 5-3'X0,131"NAU.5 4-6d BOX(2 j"X0-119)OR 1 GEILIN6 JOISTS TO TOP PLATE 3-0d COMMON 1'115"x0.131"1;OR FM JOIST,TOE NAIL 9-10d BOX(215'X0.126');OR 9 'x0.181"NAILS CEIUN5 JOIST NOT A7TAGH!i7 TO rAPALLEL RAPrER 4-I0d BOX M'XO.IIb')OR 3 LAP5 OYM PARTITIONS I SWXcns RA03.3.I.ROM52 9-16d COMMON(9K"X0-1621;OR FADE NAIL and Table RDO�5.1(!n 4-3'x0.131"NAILS CEILIN16 JOIST ATTACHED TO PARALLEL PAF'T9t 4 (HES•,JOINT), TABL&R602AIM [sea Smt]wa 8802 Al,RDO227Z and rdala R002.5.1 1411 FAGS NAIL 4-104 BOXp'Xa.126"J 0R COLLAR TIM TO RAPTER FACE NAIL OR I As"X 20yp. 9-lod CoOMMO1y(5Yj%oJ46 7;OR RIOft STRAP TO RAFTER 4-61X0.151 I,NAILS PACE NAIL EACH RAFTER EXISTING FAMILY ROOM 0-I6d BOX NAILS 0 '715,1657 OR 2 TOE NAILS ON ON&SID& 6 RA)=TER OR ROOF=7'R)55 T7 PLATE 9-I0d COMMON NHLs 03%C.14D'1;OR AN"I TOE NAL ON OPT-0517E 4-106 SOX WX0.I267,OR SIDE OF rAGH RAFTER OR 4-3'X0.131"NAILS TFir.5I 4-I6d(b Jj"X0.1967 OR 3-IOd G WGK(3'X0.146111;Om TOE NAIL 4-I0d BOX[J'X0.12b7,OR T EXISTING BEDROOM RODI"RAFTERS TO 1WD'6>:,vxi e 'aR HIP RAFTCR5 OR 4-5'X0.191°NAILS ROOF RAFTER.s TO MINIMLI t 7'mvesE BEAM 9-I6d BOX(9 4"X0.195)OR 2-I6d COMMON(314"x0,1627,OR Toe NAIL 9-10d RM 1111%0.1261,OR 9-3'x0.151"NAILS EXISTING KITCHEN AALL 16d COMMON RS A"X[1.1621 24'O.G.FAGS NAIL D sTUD To STUD RVOT AT 9RAGED KALL.FAxr=LW Idd(3•X0.126'),OR 5%o.151'J NAILS I&"or-FAG[NAIL . I6d BOX es)5"X0.I99•)+OR i STUD T7 511*ANA ADUT71NO STUDS AT INT'LwR5BGT1N&WALL 3"X0.131'NAIL5 12"OL.PACE NAIL CORNERS(AT 9RAC4R2 WALL PANELS) 166 COMMON(5&'XO.I62') 16"a.G.FAG[NAIL I"COMMON RS JS"X0.162'1 16"OAC.EACH£DISE FACE NAL IO gigLTi1P HEAfILR(`T'TV 2"FIE/V:7EfR 1+IITYVAj'SPAGMRI Ibd BOX 0)2190.15519 12"O.G.MACH ED66E FACE NAIL 5-6d BOX(4)5'X0.119"J,OR II CONTNJOLI•S HEADER TO STUD 4-d GOMMON(4'Wo.131%OR TOE NAIL BOX(a EXISTING BATHROOM 16d COMMON(345"X0,1627 16"0-0.PAGE NAIL 12 TOP PLATE TO TOP TL AM 10d BOX R5"XO-126'),OR NAILS 12"Or...FACe NAIL9"x0.1;117 EXISTING STORAGE 6-I"cO1•IMON(S;Xo-1621,OR �DOLBLE TGF PLATE SPLICE FOR SCOVs NM4 MEISMIG 12-16d BOX(5X'XO.195'9;OR oRAGET7 HALL LINM SPAGIN9 4 35' 12-106 BOX(3•x0.126•),OR FACE NAIL ON J;AGH 5(171:Of" 12-3-NO_I3I"NAILS END JOINT MNIMW 44"LAP SPLICE LENGTH EACH SIDE OF 16 END JOINT) VIGUM E TVP PLATE SPLICE +s 170,DI,OR 11,AND 12-16d(9)5"X0.199') BIRIAG&D WALL LINE SPAGIH.S 235' 16d COMK.)X 8315"X0162'1 16"ar,.FACE NUL 14 DOTTOMT PLATE TO JOINT,RIM JOIST,U AND.10157 on 16d BOX RS yj"X0.1957,OR BLOCKINS(NOT AT BK04W WA.U.PAWLS) 9"X01317 NAILS I7"Or-FACE NAIL 3-16d BOX(915'X2,1957;OR 9 G4C4 I6.OL.PAG&NAIL EXISTING LIVING ROOM 5aTTOMPLATETO,JOINT.KIM,Jo151r,DAW-1015TOR 2-16dC4014"(9NNO,162%OK 2MACH 16"Of.PAGl=NAIL SI MKINS(AT 9R4VS]JVALL PANI 4-9'X6-ISI"NAILS 4 EACH 16"Or-PAGE NAIL / EXISTING BEDROOM 4-ed 90X(2 °Xo-u97,OR 3-16d BOX 0 b.xo 19s•),CR _ 4-"COMMON(315"X4.1'11'),OR TOE NAIL 4-I od BOX 03'XO.12W),OR TOPOR 90TrOM 3 PLAT,;TO 5TUD 4 'X 0.131 NAILS 0-16d BOX(9 7")6.195.1,OR OR 5-I0d BOX M"%O.13D");OR,J; END NAIL B 9'X0.181"NAILS 3-I0d BOX 13"50.1281;OR TOP PLATM LAPS AT GO�FOOM AND INTER9&GT1OM3 2-16d COFIMON(9,1.5"X0.16.2'1,OR \ \ 3-8'X0.151"NAILS FAGS NAIL REMOVE EXIST. ENY DOOR EXISTING WINDOWS 9,6d9O% 2 'x0-119");OR / S X01141'1. --- ---t- - _ - - EXISTING FOUNDATION @ RESIDENCE 2 6d COMMON OK EXISTING WINDOWS 2-LX8 HEADER - - - - - - - - - - - - - -- - - -, 5 1•R".M ToMAc' WWANDMATC 2D"1,OR FAGENAIL _ .. _. _ _ 7-lad 80X 'XO 1 1g cn 2X 12 ACO LEDGER BOLTED 2 5TAPLE5 1 ys' - - - - U TO HS FRAME W/ 1/2" O I 2- { ' 2X6 CEIL. JOISTS @ 16" OC 1 EPDXY LAG BOLTS (s 15"X0.191'71'08 1 ...... . ...............-. .... ..................................... ....._..... ........ ...._..... F- .. ---SIDING TO MATCH EXIST.._.-_____.__,_-------,-------------.._..---.__. .... 3-�" I 19 1'X 6'smATHims To EACH 9EA81Ns 2-OW H�OX(3'750.126"J;OR ..._....................................................................._....... w TYVEK HOUSE WRAP-------------------------_.._.-_....._....----.-------.--.__..___... __ ED @ 16" OC. FACE NAIL } 2 I I STAGGER �....... 2X8 RAFTERS @ 16" OC U _1___.__-._. _____-_.._...--_------ --- " BOLTS W/ ANCHORS TO I s STAR-t=`+ LROYM Ibga.lf; O 1/2" PLYWD. SHEATHING'-" ________________. I' "LONG .. I U I 3-ad J90X' 'X0.113"-oR ....... .. . .... ..... .. .. ..... .. ... .. ... J . .. .......... .... ....._ .. U _._._.2X4 @ 16" OC STUD WALL -- '� -'- - -" -- ---- O NEW CRAWLSPACE @ENTRY CON[. FOUND WALL TYP. ...............I.. ---.{.... -------__------------- I Cs J4^x0.191"b OR - -._._....._._ - ... I � _....................... _ _1/2" GYP. BD. @ INT. I- - ,IT6"11 O7R __ I � (n ` I ' I ....... ........ ..... ........ LL. ..� ...._..__-_ ......_..._ _.._ . . . . W _____..... ._.__...__.._..._......____.__.LL_._..V7_._...._-__..._._._.__.._..__ W t1' � n 11 II 9 STAPLES I' I � I - y R-15 BATT INSUL. ¢ � i 1- ❑ w 8" POUR. CON[. FOUNDATION WALL I IGROYVN. 695-I�`LONG' _....__.__......_ �a'3 ULl.__-------_--------`---.___-._.__._.-____..___._. 6' -_-_ ----__--__--__-Cr 7 W---'------------------- - I ! 1'n LL L U 20 I'X 6"AND W1DBR SF�AT111NS TO EACH BEARING I- I .+ Ua ON 16"x8" POUR. CON[. FTG. WIDER THAN I'k 6• FAG&NAIL --.«__._.._.................................._...LL ¢ LL........_-_........--_....._---_-....._....._.. .--`--...._...... 0 --`-` - -- -- LL i - - `- - - _-- - -- _ ___ 0 w ¢ O w ¢ 1 ¢ °� w m ( 4-M BOX C7;"XO-116'h OR -.... - ` ` ` -... -- --------- ` --- ---- ---- - - ----------` - - I - - - - - - - - - - - - J O ¢ u- 0 6�6d GAMMON .ID O x LL XO I OR N dx 1. I � LL � SIN CL __ _ ____.._ O N 2 IS. C7 w i w C7 c i O I w "8 O o I �} 5-lad BOX RI XA.I?8),OR U X- -- -- - -¢ - - - - - - -�- --`- -- U X----------------- , ❑ ¢ i 4 STAPLES,I'�ROy`Qd,I e.1 "LC/NF+ -__-_____-.O O w._..._.._._.__._.._-_._.__.-.._-_..___..__.-C_-_ _.. -----.._.._.._.. ..... .. .... -- -_-_---- -____ _-__----0 O w------- -_- I AS cn 8" MAX-'------- C7 N U w 2- 2X8 HEADER U 00 0 o w 0 0 4-Dd BOX °x0.1 l9'�OR I F__ Ti LL ❑ X X LL ❑ ' �_ O 12'-0" 7I JO19T Tr7 91 TOP PLAT&OR 318171&8 9,66 COMMON f2K"x0.191"1,OR __......------,.,----.._...__....._.._............--"--`------`-- --- ----.._...--------_-._ ...._.---'--`----...___.._-- -`-`------------------------------- ---`-------------------------------"---"------`-------- --...------`------- - ❑ LL, a w N 2X8 RAF S 16" OC I ^ d w W I 3-IOW BOX R3 X0.126);OR 78E NAIL - -------- ._. _ ¢ �.----------- -- ------_----------_-. -----------------------.,.. ._ ._.. __.......`--..._.._......-`-,..........__._.......-" -- -..._..._._.. ¢ � ca) o _� w N. 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U . -_ -. ___ __ _- �_._ -__ _ _ _ _ __ __ -_ __ _- -_ .N ❑O_____--_____--___.___- .- o U �¢ I 6d Box 'X0.11+3' 4'Or-TOENAIL ... ..__ ..._...._..._..._...__.. .__...-------------`-------._-___......__.,_.__----`--------------- ❑ -------- --------------------`-----..._.._._..-----------.-..--................`-`----`---`----- ------------------------...._ U w LL RIM JOIST.BAND,JOIST OR E11GCKIKS TO 51 LL OR TOP x x 1- O 22 bd COMMON '%0.161";OR .... .._..........._..._._..._.._._..._._........._............. ...........-_--__-.._____...._...........__._...................................._..................... ..... ._....._............ _ .__._.___..._._....__. .._. .___._..._______......--_.._._..._..._...__....._....__.____..__........._.__..__...._..........._..... _._..__..__._._.......___.................. ..._.........._._.._.___..._.__... ....... W N(n PLATL`QiOA"APR-IGATIONS ALsO . . ............... .. ... .. . °� ( BDX: ,145'1t OR 6.OL-70E NAIL N ) lad 6X6 STRUCTURAL POST INSIDE- S '�/" 3 2X12 GIRDER ANCHORED TO ... ...................... .. .......... . . ........., .... .. ..... ....... ._..._.......... ..N.. ......-. 71C..........___.._.....____.____........__........___...._._....__._..._..__.........__......_........._....._.._......._..............._....__.__.__..._..___._ _......_....______.._.._._.. �' , B"X0161'NAILS . ......._,...._.............._.... .... ................._. _,X. ........__.._ ......tt...___.._...._._ __._. _,.-_..-__._..__.._..... ...__..__.__....__._.._---._.__..._..---_---__.__.....__........... ..... 10" DIA. POUR. CONC. PIERS DECORATIVE COL. ( a 2 7c0. OR ..... ._.....-__._._.... ... ._. ... .___..____...__.. _..---___-_-------_........_....----.._._....___._--____...._..__-__._------------ -_ - - 24"x24"x8" POUR. CONC. FTGS - STRAPPED TO GIRDER BELOW - 2-6dGOMMONl�K"XO.1917;UR ........... N. ................ " ON 1 23 I'X 6`aJJBFLom, OR I TO EACH JOIST 3-lod COX WX0.126'7;OK � F1�C:E NAIL - 3- 10 RDER DECORATIVE RAIL - AS PER OWNERS CHOICE @ 36" MIN. BELOW FIN. GRADE. _............._......... _...._ . ........... .......... ....._.. ............_._.._� _ _.._ '; tGROMPI,I69oJ "LDNB .... ..... . ... .... ....................................... ..........�... .. .. .. ...._. .................... _ .. ...._..._.....___......__._......____....__-____...._.._._.____.._......_' --_..__-_..__......... ....'_-...._.._. . . ................ _......._._ _ .. ..._ ... _ - - - - - - - - - -- 'SUPJPLOOR TO JD197 O8 SIR'DG1R -�"1'OR BLJJVv AND FAc£ 3-2X10 GIRDER R R � � 24 Z" ��� -.. _...._. ._.. ,._._.. ---. .._.,., _._ _.. ._... 166 �L t ....... ...... .... .. . ..._._ _... .. ._._.1 �166 "X0162'1 -1 - ANCHORED TO 6X6 POST •. _. _._ �. _ ._. - I 2„ ftA .t BE,4M"FLOOR t ROOF) 2-16d BOT•fa x„x'%0,162') AT S BEAR",FACE NAL 6-186 BOX(013'X0.135"J:OR `- _-- --- ---- ----- ----` ---- ----- ---- ------- __.,._' --`--- ------ ------ `-`- ____ __' 2 S-166 GOMNfON 'ArO.IGY' 96 BAND OR RIM.JOIST TO J ol5'T 1 [} 4- 4-SIX I49o. 128); 1E9,�'GRO4Vhl 38'-2Z" 10'-1 1 13'-3" 12'-83" 4-3'X0.131^NAILS,Om ENn NAIL MAIL EACH LAYER 737M%=NW 206 CO"-M(4"XO 1-12%OR 92'or-AT TOP A"BOTTOM AND 9TAC>A�D FOUNDATION PLAN lod wx 01".128.);OR O.L.FAGS iWr T TOP 21 BUILr•�UP ell= lR5 AND mom 2-INCH uft-vm,LAYms 9"90,151'NAIL5 no BOTTOM OTA ON 1 /4" = V-0" 6.2 9. 18 AND: -ppro5i'm 512M 2-tad C4MIA1ON(4"X0.1427;OR FAGS NAIL AT ETO5 AND 9-IOd BOX(s"X0.125°),OR AT&AC.H sPLIGE 9_3'X0,61"NAILS --- - 4-16d BOX(9 JxO.1E5')OR __..._-..._.. -- --------------------- --- -._.......__.............._.._._..._........._..._..- --- ---- - - --- -- - 26 LEDSER STRIP W-f-CWTINS JOISTS�OR RAFTERS 9-166 LOhh'MON(311 X0.162"1,OR AT FJAGH JOIST OR RAFTER, 4-i0d Sox(9',10.128"),OR FACE NAIL -_ -- ___-- ---..__.-- -._.._ _-- __-. _... _ 4-9•X0-ISI NHLs _.._...._._._...- --- -------------.__.__---------..._...-------..._._._...----- ------ - ---------- ----`----------------__---------------------- --------- --...------ 2q J9[ID91NA TO JOIST 2-10d M"XO.l2D7 MACH MID,TGE NAIL --------------. --_---------------- --------_----------- --. _ __...-._... _......_.._...-`-...-` _.. - ---`----------------- -------- -- - WOOD STRUGTURAI.PANELS,5L®R.00R ROOF AND IM'[:1UOR WALL 51f,4TTtlhlS TO T'RAMIN9 AND PARTICLE BOARD WALL SHEATHIN®To PRAMIN9 ME!TABL a 8602.90)FOm WOOt2 5TRJGTUKAL PANEL!:=. TRIOR WALL SHEATNIND To NALL PKAMIN91 bd C4MMON(2"XO-IIW)NAIL(81,115M00%MALL) F -- -- - -- ----- ----�--- � 90 9L"-15' bd GOMMdN(2 JS"XO.I317N/AIL t1u.+ar) 6 12 --------- - - ---- 31 '756'-I' N COMMON NAIL(2N'X5,1317 6 12F -- EXIST. ROOF -- ---- -._._.. -- --- - ----`---------------- -- -EXIST. DORMER IOd COMMON Rs"x5.146")NA1La OR 32 I "-I 6d(41�'XO.ISI' DEFt'JIRMELi NAIL. 6 12 OTHER WALL 9H1FA11+IN6 ---- -----------------------'---_ --.-:_-_,,:--- -----= ------_-_--=--- ------------- -- ------ CELLULC510 FI 5T l..E 6 - --_----_-__ .................... _. y9 ATM DIAT•I�ER,OR I'GROWN AP 16 go, 9 -------------- -- -- -- ----- ----------------- I Law .. EXIST. _._-- -_--- -- _ EXIST. _ �FIBBR90ARD 5111 g �,�y 6 °5 TFO.JGTUR!►L GEUlA-Cl5 WINDOW @ _ _- WINDOW @ - - - '-i4 �T.h11PO, OR I'CROkal T LEXAIj' 9 5 --_ Z PLP --- -- -- EXIST. ---- _- _._.. _-----___-- -_= EXIST. - -- - --- - - - ft K"19YP5UM5F!EATMNIS 6ALVMIZM.®LONB 14'50feMY 7 [ _ -EXIST. GARAGE. DORMER _ DORMER - - -- SOLID MEMBRANE ROOFING- - _ _____-. P TYPE OR S 1/2" CDX PLYWD SHEATHING �}�'� g6 ,FI&AT1{ING �YANI�?�. �KORg 7 Y 2X8 @ 16" OC ROOF RAFTERS- ----- -- - ----- -STRAPPED TO GIRDER & WO01?5TW15TRU PANELS GOMBI TON 9LBFLAXJR lAJDL'AL4YMFSlT T6 PRA141N6 ------ --- --- ------------ --- --- --- -- ------------------ _..--------...----- - ----- ----- URE OR 2 6W DLH=ORMen(2"X0.125"1 NA14 -- ------------- ------- --- ------------------ ------------ BOLTED TO EXIST RAFTERS EXIST STRUCTURE 9T yt'NC71J:5555 bd COMMON 6215"X0.131'1 NAIL 6 - ._. .. - -- _-- -- _ _.-._ _ 6d C.OMNION X0.191 NAI 12 MATCH EXIST. PITCH=_--------- - bd 17LFDRM®(`215'XQ.I20" NAIL NEW GABLE OVER ENTRY IOd COMMON M'x0146")NAIL+OR NEW SHED ROOF OVER PORCH- _-_ NEW SHED ROOF OVER PORCH_- - -_ IAS 1 " Od D£FORMIM 0 A-9O-I20")NAIL 6 12 _--------_----- _-_--------" ADD 2X4 STUD WALL FOR 51.1 wh.25.4 wN I Fact.'J04A mim,I MILE PER H{OLR.0.447 m/e,I ksl.6.&MS MF'a - - i 13'-6" RADIUS @ VE EXISTIT VAULTED CEILING ? -- e< ANCHO ED TO 6X6 POST !!�ti 3'_ "x6' 8" ' CGRANN/COSTELLO RESIDENCE EXISTING INDOWS ENTRY R. EXISTIN WINDOWS I I NEW ENTRY W/ IDE ITES II1I� 505 KAYLEIGHS COURT I � 6X6 ST UCTURAL POST INSIDE EXIST. RESIDENCE I DECOR TIVE COL. I r STRAPP D TO GIRDER BELOW t nI j, F EAST MARION N .Y. 6X6 STRUCTURAL POST INSIDE ( I 5/4 WODID COMPOSITE DECKING (rJ�PIvS, DECORATIVE COL. I 2X10 @ 16" OC DECK JOISTS r _ TECO T LEDGER & TO GIRDER +� A- 101 GARAGE PLAN, SECTION & ELEVATIONS EXISTING FL. JOISTS A- 102 ENTRY PLAN, SECTION & ELEVATION sTEP JF ® I I I I I I I I ~ 3-2X12 GIRDER ANCHORED TO 2X12 A� LEDGER BOLTED ©jO I ( I I I I I I 10" DIA. POUR. CON[. PIERS TO HSE.'FRAME W/ 1/2" Z ON 24"x24"x8" POUR. CONC. FTGS EPDXY COATED LAG BOLTS o i ENTRY & DECK PLAN, SECTION, ELEVATION I I I i i ( I I @ 36" MIN. BELOW FIN. GRADE. STAGGEFIED @ 16" OC. j JUNE 2 4 2 018 BOLTS / ANCHORS TO Z SCALE AS NOTED I I I I I-i I I CONC.�UND WALL. U E _ � E _ � E _ � E - - - - - - - - X Tess Fa w }v s' ;ro PROPOSED NEW ENTRY & COVERED PORCH A102 ELEVATION SECTION # 2 1 /4' = 1 '-O" 6 . 24. 18 1/4" = V-0" 6.24. 18 STAI< 2 OF 2 ermits draftin j expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241