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HomeMy WebLinkAbout38546-Zowg�FFO(A"Cp 3 No: 37585 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: SCTM #: 473889 455 Osseo Ave, Southold Sec/Block/Lot: 87.-3-29.1 Date: 6/2/2015 6/2/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2013 pursuant to which Building Permit No. 38546 dated 12/5/2013 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: one family dwelling with covered porch and unfinished basement as applied for. The certificate is issued to McCarrick, Thomas & McCarrick, Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED R10-13-0021 1/1/2015 38546 5/26/15 6/1/2015 William Gremler s Auto ' d S'gnatur gvFFntK TOWN OF SOUTHOLD �oyy BUILDING DEPARTMENT co TOWN CLERK'S OFFICE &m- �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 #: 38546 Dater 12/5/2013 Permission is hereby granted to: McCarrick, Thomas.& McCarrick, Diane 80 Roxen Rd Rockville Centre, NY 11570 To: Demolition of an existing single family dwelling and construction of a new single family dwelling, using average setbacks, as applied for, per SCHD approval. At premises located at: 455 Osseo Ave, Southold SCTM # 473889 Sec/Block/Lot # 87.-3-29.1 Pursuant to application dated 11/20/2013 and approved by the Building Inspector. To expire on Fees 6/6/2015. DEMOLITION $393.40 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,476.00 DWELLING 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: 1. 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'electdcal installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 ARproval-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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building,$50.00, 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.Oc upancy - Residential $15.00, Commercial $15.00 Date. ._ I l9 -- Z o I New Construction: i , O]d or Pre-existing Building: (check one) Location of Property: '� c�7 5 FCD House No. Street Hamlet Owner or Owners of Property: _ l � i� C ��lC A< -- Suffolk Suffolk County Tax Map N6 1000, 'Section % Block V Lot • ' r ` Subdivision "Piled Map. Lot: Permit No. Date of Permit A [;cant Health Dept. Approvil: Planning Board -Approval: Underwriters Approval: Request for: Temporary.Cerfificate- Final Certificate: Fee Submitted: $ (ch o Applicant Signatu Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ,kpF SO(/T�O� O • iQ C4UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(cD-town.southoId. nV. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ludlow Homes (McCarrick) Address: 455 Osseo Avenue City: Southold St: New York Zip: 11971 Building Permit #: 38546 Section: 87 Block: 3 Lot: 29.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Warner Electric License No: 319-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 62 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 33 . CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 60 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 10- ARC Fault Circuit Breakers, 6- Paddle Fans, 4- Exhaust Fans, 24 ft Of Track Lighting, 1- 20KW Stand By Generator With 200A Transfer Switch Notes: Inspector Signature: Date: May 26, 2015 Electrical 81 Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �.LJ Owner: -T-C-� ii•� 1 ` �` ,v{`a (i.�.,ti C�1�.� (Please print) .......-Plumber: .... __ (Please print) Telephone (631) 765-1802 Fax (631) 765-9502 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of U,f\l- , 20_6: Notary Public County '64W it 6, AUNCH Notay Public, State of New York No.01BU6195050 Qualified in Suffolk County Commission Expires April 14.2Q) L SO(/l�o CIL- comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 ] FOUND ] FOUND ] FRAMING ] FIREPLA ] FIRE RESIS ] ELECTRI ] CODE V REMARKS: NSPECTI TION 1ST [ OUGFI PLUM TION 2ND [ ]INSULATION / STRAPPING [ ]FINAL :E &CHIMNEY [ . ] FIRE SAFETY IN PANT CONSTRUCTION [ ]FIRE RESISTANT P :AL (ROUGH) [ ]ELECTRICAL (FI IOLATION [ ]CAULKING DATE � INSPECTOR MBING NSPECTION PENETRATION (FI pF SOpT�olo eou�n,��' TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION., [ ]FOUNDATION AST [ ]ROUGH PLUMBING [ ]FOU ION' 2ND [ ]INSULATION [ ] F MING /STRAPPING [ ]FINAL ' FlREPLACE CHIMNEY [ ]FIRE SAFETY INSPECTION C 1 FIRE IESISTAIfi' CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: rjf so cou TOWN -OF SOUTHOLD BUILDING DEPT.-. 765-1802 INSPECTION. - FOUNDATION IST. FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION u REMARKS. ROUGH -PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING— m DATE -INSPECTORZ5,L-�_ r3f 3 0 Ins cou TOWN,OlF -SOUTHOLD BUILDINIG'DEPT. 765-1802 INSPECTION' ]FOUNDATION 1ST ROUG LUMBING FOUNDATION 2ND 11 61 LATION FRAMING/ STRAPPING >FINAL FIREPLACE & CHIMNEY FIRE- SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING �mm m �ulff ok- OF SOUT�,o� o�ycou TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ]ROUGH PLUMBING ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY,INSPECTION ] FIRE- RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKI rjf so cou TOWN,OFZO`lUTHOLD BUILDING- DEPT.-, 765-1802 PECTION' [,,7NDATION IST ]ROUGH PLUMBING FOUNDATION 2ND I INSULATION FRAMING/ STRAPPING I FINAL FIREPLACE& CHIMNEY I FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION I FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) CODE VIOLATPN _K 11 &'-'2 I CAUL - REMARKS: DATE- 476XI�1-0` INSPECTOR . f ( "�' (" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' FOUNDATION I ST ROUGH PLUMBING �Q�NDATION 2 INSULATION FRAMING RAPPING FINAL ]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING DATE L -J-) "'� -1 1 .1 , .INSPECTOR TOWN OF SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION". 0 [ ]FOU DATION 1ST [ ]ROUGH PLUMBING [ TION 2ND [ ]INSULATION FRAMIN /STRAPPING [ ]FINAL [ '] CE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]_ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING .1 4 1. I.I -I rL-a DATE INSPECTOR Sol coUMV,�c� .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATIONAST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENEiRA710N ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ' ]CODE VIOLATION [ ]CAULKING REMARKS: DATE' � v � INSPECTORS O��OF SOUj�o! 4z: • �o cOU,N TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTIO [ ]FOUNDATION iST [ ] R GR PLUMBING [ ]FOUNDATION 2ND. [, INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ } FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELEC L (FINAL) [ ]CODE VIOLATION [ HULKING REMARKS:. DATE / INSPECTOR COMMENTS PLUNMING Fa I" STATE ENERGY CODE F _ WEf r ADDiTibNALr NTS l��f - I FIM3111 i . t TOWN OF SOUTHOLD 1361 SING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631)'165-9502 SoutholdTown.NorthFork.net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health PERMIT NO. SJ3 6 ;F Examined 1 20 Approved , 20 Disapproved a/c Expiration , 20 i NOV 2,0 3013 PI 4 sets of Building Plans ` Planning Board approval Survey, Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to -TO- M LVOL..6W 10S aLff* �TuLd* LW a MWi1OVTl X c_ Phone: Z9 8 "5 01BO TION FOR BUILDING PERMIT Date 9 -16- ,201-5 TOWN OF SOUTHDLD I INSTRUCTIONS a. This application MU e 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) 10 5 CL6 S �'' LG LIU - A T' I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I 1 i (.-A 1 C -r (As on the tax roll or latest If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House I3umber Street County Tax Map No. 1000 Subdivision <=:�LAJ Hamlet • Section !E3_. Block 70'_Q:30 Lot -Z9 c l Filed Map No. Lot 2. State existing use and occupancy of premises and intended a. Existing use and occupancy !S b. Intended use and occupancy, 3. .Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost cx)Q d 0c) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. MIA 7. Dimensions of existing structures,, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height ' Number of Stories Dimensions of entire new construction: Front Rear. Depth Height Number of Stories �r`a oQ + Size of lot: Front ®°`I — Rear Depth 10. Date of Purchase Name of Former Owner I�U'TF- A -54r'{3ALK(i= R"Ii� o�= 3`f ' wiaS 11. Zone or use district in which premises are situated �t=T� t'll �L� 3Y AT µ_'Co Sv(Lve< �D3'�aC,fsr� ��Ss 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NZ 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO (�.i�> �' 14. Names of Owner of premises Wh MCCA9 :1QC., Addressesl�C�� `Phone1No.�T'5 16-764--Z-75� Name of Architect�:)oxj M9 L0%-,- AddressPIAIPI"'- tn-A ►iTtVw Phone No Z9 54 53 Name of Contractor -TbM Lia0L-c2u.2 Address 105 CA-tr 3ut 9' ).%one No. -7q �--i- 50?.0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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_,e!!!!� * 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 urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OP ->UP O -Tc-=. "-z) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 l day of *--M6,,r- 20L-,>_ 417 Notary Public BARBARA H. TANDY Notary Public, State Of New York No. O1 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 i5 - d TOW1'��_,O,r SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIC'DIING 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.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined_ ' 20 Storm -Water Assessment Form S� Contact: Approved /--/—,20 Mail to -r6: -'A Lk.M& .6W Disapproved a/c 105 q0.(F .,TuL' W, 1t'AAi1r!-Nd(__ Phone: Z%3 _5dao Expiration 120 CATION FOR BUILDING PERMIT INSTRUCTIONS Date9®1�o— , 20 1 -5 a. This application MUS e 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. ___ — __;4-1 - (Signature of applicant or name, if a corporation) 105 QL6 iQLC LAA- 11-16 T-0 '1 Axl (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. '+ q — j+ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street D Hamlet County Tax Map No. 1000 Section !E3_1 Block 0 Lot Subdivision __ _ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a. Existing use and occupancy "CI�,,1i-AI- Q b. Intended use and occupancy °, Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) Estimated Cost —70ca, (X)Q - o® Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars —Z- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.1�1 7 Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories s � 9. Size of lot: Front ) I Rear Depth J 1-7 Rear 10. Date of Purchase Name of Former Owner lUv-%-f-' 0�= 34' vw✓>S 11. Zone or use district in which premises are situated �t=TLCCI�tl�'t� 13k, AT'ACIi1�10 Sven-vim -r��S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Z 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO UVJ. �xv ► �,i`t� . 14. Names of Owner of premises +oM C�4�10C Addresses Phone No. 5 16— 764 —275 Name of Architect V7l6LVONN.— Address 4f'ego- eat 0-C, Phone No Z1 4 53 Name of Contractor %bM 1...iiDL-e-3u­) Address'105 0--W M* C LiRhone No. 7fit u— 502%Q tM A-Ki1'uc-� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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_Z * 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 urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 09U�� -7c�1-A,�y1� 1e-�U-^-� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 1-1 day of �o "�71 201 4P 1 Notary Public BARBARA H. 'TANDY (Votary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 i5 - SCOTT A. RUSSELL SUPERVISOR TOWN HALL - 53095 MAIN ROAD Tel. (63 1) - 765 – 1560 %iTC' i -E-. .C':Qf,T.M M—Al ti.SOUT`HOf.L).'y5',T 5. JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN OF SOUTHOLD, NEW YORK 11971 . Fa"_ (�3 i OFFICE OF THE ENGINEER ® ®3 2013 TOWN OF SOUTHOLD BLDG. C 1. WAIN OF STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department FROM: Building Department t 6 - 7-063 JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN OF SOUTHOLD, NEW YORK 11971 . Fa"_ (�3 i OFFICE OF THE ENGINEER ® ®3 2013 TOWN OF SOUTHOLD BLDG. C 1. WAIN OF STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department FROM: Building Department DATE: 6 - 7-063 APPLICANT: T M LvoL-ate PERMIT #: S.C.T.M #: )000--c`-1-G3-7-1. 1 A copy of the completed Application for Building Permit 9'. A complete-set.of Building Plans A completed Chapter 236 Stormwater Review Checklist BRIEF PROJECT DESCRIPTION: ��4r►� Lv 25tD�►uC.G �,-,ract.�cc�LS �vIL►7 N 1N91� r.i Lac X517 �n��' G'A2AG—�' .� ) ►.� C�-t2ov�v0 7/22/2013 a"��Q�SUfFO(,tc�' t CHAPTER 236 � a Stormwater Review Checklist Stormwater Management Control Plan Requirements Yes No NA 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f.existing and proposed contours of the site (minimum 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalks, drainage improvements and utilities ,/ h. spot grade and finished floor elevations for existing and proposed structures / i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area _�Z m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all / 'im ervious surfaces generated by a two-inch rainfall ✓ 3. Detail drawings (required for plan approval) provided for: a. erosion and .sediment controls V/b. construction entrance c. inlet structures (e.g. catch basins, trench drains, etc.) d. leaching structures (e.g. infiltration basins, swales, etc.) DATE: 9— icy— z013 APPLICANT: To r -A LVD L -O W S.C.T.M. #: 1 OOo — 6 -7 2-9. / PHYSICAL ADDRESS: If No or NA, Please Provide Additional Information 1 ♦ . It 1Vr�T F��Q' D 1-01- 1.5 Wr l On.S It tl L t 1 TE TLAN It t t► ,t L REVISED 7/24/2013 +vim SUPPORT STAKES• (2 PER BALE) Z STRAW RALES • INSTALLED CONTINOUSLY AGAINST SUPPORTSTAKES. DOWNSLOPE SIDE OF FILTER (@ V MAX. SPACING) FABRIC FENCE FILTER FABRIC FENCE SALE BINDING1 ,� COMPACTED BACKFILL 'Emmit, BY: DRAWN BY REVISED DRAWING NUMBER I It I Z;l. 7 Aft 46 oul, HOUSE & BARN ED PROPOSED SEPTIC SYSTEM DETAIL F.FL. 15.5' 4'TDEEP Umax. FINISHED GRADE (NOT TO SCALE) SURVEY O1'�t PROPERTY ELEV. 15.5 FINISH GRADE PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT & INSECT PROOF �ELEV, 15,0 SITUATE BURIED 1'' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE MIN. 4 dia. LAUGHING WATERS APPROVED PIPE 20"min O"min, MIN. 4" dia. TOP EL. PITCHED 1 4" 1' TOP ELEV. 14.5, APPROVED PIPE 6 ? 'g TOWN OF S 0 U T H 0 LD INLET PITCHED 1/8-/1' . INV. EL. y - 4" dia, SUFFOLK COUNTY, NEW YOIRK 14.5' INVERT INVERT CROSSOVER M PIPE ° TAX No. 1000-87-03-29.1 ELEV. 13.5, 3 FLOW ELEV. 13.0, 3' CLEAN r < d O' BAFFLE COL�LnR �70 SCALE 1 "=30' d �, ~ �MAY 25, 2011 1 L' NOpM 28, 2012 ADD PROPOSED HOUSE SEPTIC TANK (1) GROUND WATER BOTTOM Ifs O ELEV. 1_5' ELEV. 5.1' Q ��, �� 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE &BARNS BATHROOM IS 1,500 GALLONS. LEACHING POOLS (2) 1 TANK; 8' DIA. 5' LIQUID DEPTH 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE & BARNO BATHROOM IS 400 sq A ,dil2f�' 2. CONCRETE SHALL HAVE 'A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 2 POOLS; 8'' DEEP, 8' dia. 2. LEACHING POOLS ARE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL T ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES,, SOLID DOMES AND/OR SLABS. 3ALL COVERSEQUAL). 4. ALL JOINTS SHALL 8E SEALED SO THAT THE TANK IS WATERTIGHT. 4. SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") . A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALLL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ' . 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED, "'8 AREA = $'80k�s Water Line(s) MUST Be Inspected By The 0. 2 ac. Suffolk County Dept. Of Health Services. Call 852-5700, 48 Hours In Adv 01 I K To Schedule Inspectj�NE MGCARR z TEST HOLE DATA IA ,NG 5 PUBS 2� z6 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 201]) USES FGAR" E 1 1� EL. 16.0' 01 NOOSE 16 0 DARK BROWN LOAM OL D •GOND, \'O -�, BROWN SILTY SAND SM 0 „ < t" E�STIN 1 ° pjI A� Q° TEST HOLE, �=� FRAME GARAGE t e N. • d . PALE BROWN FINE SAND SP 1 _L6 0+ -- ;.; 11 3 x �ON� MON• _----- fir: r.i ::�J)�::�i:(4i:c:5:(;i' A-L&Q O Jf 14.8 p 9 BE 4. Z \{„w,•..+"""��¢V,Ip.'( .°•..:;::.::: (rl PALE BROWN SILTY SAND SM l°' pyo 1 . gF1 :...::........, ::.. 15' 'L)l.'. °pR0 3.''. 1.n a' : (i( i. :......•:ii•:i _....... .. : EL. :.? .y:'; 1 I' . 1. aa. a. :5:: NCE $ 14.5' 1J t I t•'/SSPOOL s nW WATER IN PALE BROWN SILTY SAND SM CF II �f n . <Ef0 BE REMOVED 16' O O CCII 1 x�l l - (SEE NOTE NO. 5) o m AI _ O r 14 03 WATER IN PALE BROWN FINE SAND SP v" oco 0.�� 1 ~ l m m j l /�G pis m ISTINc j 22' 15.1 L i4Ex E IP y _ Z x14,2 / - 'O .ti:.. O.6'' {I sR ° m Ly1y z LIA , '�V j E r_ C ' � � U1. � /// / G' �4Z7 �] O O tO" UY IA'5 4 f`3I X O� v'u GRE _ IB o Q a j' /PnC FENCE 14.7 �' 4' O I Ell cg F -1 RHAN6Ln O 1 9 r Q GARDEN A I Ta eE ft I _ •':':'•�Jr'5 :::;:::.-. :•.:: G1 GWROPpSED _/STORY m•••2S OOp0S .... - „'::: ::.� 1�j' ... •� r+ 7� WATER LI :;i.:FFRY yD...{ii........... i:.i::ri: p I " LINE L. �6 SUS is ' Ito ...................... ......................... - - 1 s - -tt A' �9 M6' N O GN .�7 r: 03 qrz LA 0 A OR m Sn : M >a Allf- X2'400 r' 0 eaa "nm -n M �1 f OF PgV EM, O 0 z to2: 0.._. ® z 4 -n P,&(,2�^ 10.3 M ;U MONNozs o ( d C F p O r ES PDBUCN°ATFR � I N STRfeT �s � � , � x Co o� corn dOftent of exis ' t7 D Oe O ses wecc/ D crl c®�rip��t�� ce trn s its > u, y systCFya pUec/c wAreR �. requ re .,.nest 5e aspr¢©�' p "E'f SL=brtIit uses °weccl/v uec/ c C WATFR PREPARED IN ACCORDANCE WITH THE MINIMUM NOTES: _4 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ®�� BY THE LI.A.LS. AND APPROVED AND ADOPTED 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM H USE BY THE NEW YORK STATE LAND EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 j Of ri�TION' 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARN BATHROOM IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARN BATHROOM IS 400 sq ft SIDEWALL��� ���'�� w ' O�j'� it 2 POOLS; 8' DEEP, 8' dia. PROPOSED 50% FUTURE EXPANSION POOL �Q���' PROPOSED 8' DIA. X 8' DEEP LEACHING POOL 5 ��� ` C ,(• J,•� , N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR D® ```•'�� . _`ve_n'.k} PROPOSED 1,500 GALLON SEPTIC TANK TO THIS SURVEY IS A VIOLATION SECTION 72LA OF THE NEW YORK STATE Nath .�.t� `, ' Corwin iii ' EDUCATION LAW. .� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor TO BE A VAUD TRUE COPY. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND CERTIFICATIONS INDICATED HEREON SHALL RUN REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING Title Surveys - Subdivisions - Site Plans - Construction Layout INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box '16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 -- .I Mr. Thomas McCarrick 80 Roxen Rd. Rockville Center, NY 11570 Date: January 15, 2013 To Whom It May Concern: I, Mr. Thomas McCarrick, hereby authorize Mr. Thomas M. Ludlow to act on my behalf in all matters concerning the permitting of my project located at 455 Osseo Ave., Southold, NY 11952. The Suffolk County Tax Map number is 1000-87-03-29.1. Please direct any questions or correspondence pertaining to the project toward Mr. Ludlow at 105 Ole Jule Ln., Mattituck, NY 11952-Telephone(631)298-5080. Sincerely, ,� ryv M_:�, am e•' HOUSE & BARN TOP BURIED F.FL. 16.5' 4' DEEP max. PRECAST REINFORCED CONCRETE COVER BURIED 1' DEEP min. 2' DEEP max. MIN. 4 dia. APPROVED PIPE 20"min--4 PITrHFn 114"11' TOP ELEV. 14.5'---T-7T INV. EL. 14.5' INVERT ELEV. 13.5' PROPOSED SEPTIC SYSTEM DETAIL FINISHED GRADE (NOT TO SCALE) ELEV. 15.5' FINISH GRADE -24"dia. LOCKING, WATERTIGHT & INSECT PROOF �ELEV. 15.0 CAST IRON COVER TO GRADE APPROVED PI=20"min. MIN. 4" dia. TOP EL. 13.6'� 3 PE 79 PITCHED 1 /8"/1' 8 . 8 INVERT ELEV. 13.0' BAFFLE 3' CLEAN SAND COLLAR a 4" dia. CROSSOVER PIPE d 0. m A f A SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-87-03-29.1 SCALE 1 "=30' I MAY 25, 2011 SEPTIC TANK (li I e I w I N 28, 2012 ADD PROPOSED HOUSE ELEV. 5' BOTTOM �. \(ORQUA ELEV. 5.1' 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARNS BATHROOM IS 1,500 GALLONS. LEACHING POOLS'1 TANK; 8' DIA. 5' LIQUID DEPTH 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE & BARND BATHROOM IS2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 2 POOLS; 8'' DEEP, 8' dia. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4".ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCR 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ov'F'CAA:V-� - N 7240'O - W I'Abdo c® nlf� ice ?fexi�r�n �P''c�"cd fob r� d�1%-�af �f r I k PAF pUeC/O ��� wAreR IN SIRE Lj,y System ias Proof .e'.:ub',t7at NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARN BATHROOM IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARN BATHROOM IS 400 sq ft SIDEWALL 2 POOLS; 8' DEEP, 8' dia. / PROPOSED 50% FUTURE EXPANSION POOL c\ PROPOSED 8' DIA. X 8' DEEP LEACHING POOL 7'L'Q"' L7T LT 1-)A'PA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2011) EL. 16.0' 01 DARK BROWN LOAM OL 0.5' BROWN SILTY SAND SM 3' UNAUTHORIZED ALTERATION OR AADITjON PROPOSED 1,500 GALLON SEPTIC TANK To THIS SURVEY A vlounoN tt�� SECTION 7209 OFIs THE NEW YORK STATE 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND CERTIFICATIONS INDICATED HEREON SHALL RUN REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PALE BROWN FINE SAND SP PALE BROWN SILTY SAND SM - 14.5' WATER IN PALE BROWN SILTY SAND SM - 16' WATER IN PALE BROWN FINE SAND SP USES Wq reR PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED A ®'FOR'SUCH USE BY THE NEW YORK STATE LAND %� ; try r,� Nath' -' `, ,I141A--""Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction ✓ -1youf PHONE`,(631)727-2090 Fax (631)727-1727 OFFICES' LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 1.6 Jomesport`'New York 11947 Jamesport, New York 11947 Generated by REScheck- Web Software Compliance Certificate Project Title: McCarrick Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type:.New construction Glazing Area Prcentage: 17% Heating Degree Days: 5750 Climate -Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 4043 M- Eew."'Qai�lY'th[aYi'I.'�T.:):S�NSCYfa7m�a3�dy��iiucYarme0eh20rroP+�� C 3 - Compliance: 13.7% Better Than Code Maximum UA: 483 Your UA: 417 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. Wall:.Wood Frame, 1 bin. o.c. 2562 21.0 0.0 121 Window: Wood Frame, 2 Pane w/ Low=E 418 0.320 134, Door: Glass 21 0.190 4 Floor: All -Wood Joist/Truss Over Uncond. Space 2076 30.0 0.0 69 Ceiling: Cathedral 790 30.0 0.0 27 Ceiling: Flat or Scissor Truss 1772 30.0. 0.0 62 m 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 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requ' a ants listed in the REScheck Inspection C ist. I KA — 22/1 Na e - Title Signature ate Project Title: McCardck Residence , ^� .,�._ ..,__,A�....�,.,..,.., • _�, ,•` , .._.... •"_ M• ^,W~Yy�'• • ^• •Report date: 01/21/13 Data filename: Page 1 of 1 rr S G" _fJIL•(� V�? T I�oR,NER1 CONNEGTIpN �j fa (�V) iln1�xah'f o LSL 15'DLGV-f - tvWWu $DW hTpoNU LR IV 5 OrA,7 Cghlrq rood 11757 NoubWN5 W/ 716 "m D' 1'J, - lo" IMCEVMEI-+T bDW g04IJ_ H Ll %o 1✓ G Ho N s �u C, I-�F-T L .� •- o "&-n y> -.*7 =1 S 9 V'' pYii-I' M VYfIfJ I \ 1 (¢LH) j.DH 2G46jr - zlczo�a 2-� i 2•-((1" L" I -W 1Nrar�t,Jz - b�'arX_RscH A•sEtv�F✓s IWWIT�, 4Dl-l-E/} GII�'`�'J,INTERIORQRE�INlS}1-BIRCH >�cY�� l3��t.p'�q bl`1108Q I.IL�N'(I %�k" F�ORIVZONT�I- $�b1L - GpoEMft-Yth, 5 Y W J CCS l -.EG IGb ti LE F -NU 2 b - U Ix Qa _ �+ I U- 1 r WrLL Y 7 0 Fb.DOL.F V �� Te,�cIF, uGNTINS 0 i d Ewkl� FAIv - LU�Zo �K R�tianw �c � '- ov.T�-�T Dr dO> eDO7L-�r _ RpL.F WI "- s O TeLaPkIDIMC Jbcgc, � y—� _ G --%-MV1410M JSC+14 050 9M°Ke_ DcTecia�t, � >6, - c G" 9 U ✓ i l � '�1 O 12'�7J 1; 21 o FJ 9 141°" 44" V�? T I�oR,NER1 CONNEGTIpN �j fa (�V) iln1�xah'f o LSL 15'DLGV-f - tvWWu $DW hTpoNU LR IV 5 OrA,7 Cghlrq rood 11757 NoubWN5 W/ 716 "m D' 1'J, - lo" IMCEVMEI-+T bDW g04IJ_ H Ll %o 1✓ G Ho N s �u C, I-�F-T L .� •- o "&-n y> -.*7 =1 S 9 V'' pYii-I' M VYfIfJ I \ 1 (¢LH) j.DH 2G46jr - zlczo�a 2-� i 2•-((1" L" I -W 1Nrar�t,Jz - b�'arX_RscH A•sEtv�F✓s IWWIT�, 4Dl-l-E/} GII�'`�'J,INTERIORQRE�INlS}1-BIRCH >�cY�� l3��t.p'�q bl`1108Q I.IL�N'(I %�k" F�ORIVZONT�I- $�b1L - GpoEMft-Yth, 5 _ W J CCS l -.EG IGb ti LE F -NU 2 b - U Ix Qa _ �+ I U- 1 r WrLL Y 7 0 Fb.DOL.F V �� Te,�cIF, uGNTINS F O�GON �L-OOR J::�)LLH /9-° N 10 flm U -ftp W �/`�L;(� 1 CCS l -.EG IGb ti LE F -NU 2 b - U Ix Qa r �z U- WDaL MwNTw pI%NWE WrLL Y 7 0 Fb.DOL.F V �� Te,�cIF, uGNTINS 0 i d Ewkl� FAIv - LU�Zo �K R�tianw �c � '- ov.T�-�T Dr dO> eDO7L-�r _ RpL.F WI "- s O TeLaPkIDIMC Jbcgc, � y—� _ G --%-MV1410M JSC+14 050 9M°Ke_ DcTecia�t, � >6, - c F O�GON �L-OOR J::�)LLH /9-° N 10 flm U W t 2 b - U Ix Qa r �z Lijr J_ WrLL Y 7 V 0 9 � J Qe O " Dr 2"° V H KM J�Dx-ID --IZlocr� vA-IT p�JpNhl-T sN1r161�� E�LtU/\T10 '/" E��1T �,—LE—v�TIC—D `` 1/b 2141. bIUM GS ING ON _� GST URIPGbP E—_ fin MOOLD"A �A x G IAJ 5/4 ---was ���, 1��T1� I t✓ tNT" c vo?- 1'/i k # �-OKNER "D0U T m L L t- V L, T" I O ISI GLND(L SLFIK4LEfj - ��Z"f NNE Lum 1/2" TAPER Cu 'lam yz., :5/4 x C -TL- I L -4Lu K " - IPG OP i 20 car 5/4x 4 Jp1-t�- GselNy 2"IFISTort� 51u. 4"ove Ab,WA oP�CxEE x t 141011c, T50MASE C; CAR k DIANo'4"''G'wTit 72.40 ,00 Itil op�C pueuc w�� IN � � AV &jAIU& lists- D e CNC w.4rot PROPOSED 8' DI A• X 4' DFEP DRYI"�l_L FOR ROOF RUNOFF SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=20' MAY 25, 2011 NOVEMBER 29, 2012 ADD PROPOSED HOUSE OCTOBER 25, 2013 REVISED PROPOSED HOUSE TOTAL AREA = 20,580 sq. ft. 0.472 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:1U 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE is BARNS BATHROOM IS 1,500 GALLONS. 1 TANK; S' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE k BARNS BATHROOM IS 400 sq ft SIDEWALL AREA. 2 POOLS; S' DEEP, a' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. DRAINACE SYSTEM CALCULATIONS: HOUSE ROOF AREA: 2,127 sq. ft. 2,127 sq. ft. X 0.17 = 362 cu. ft. 362 cu. ft. / 42.2 = 9 vertical ft. of a' dia. leaching pool required PROVIDE (3) a' dia. X 4' high STORM DRAIN POOLS ' - BARN ROOF AREA: 745 sq. ft. 745 sq. ft. X 0.17 = X127 cu. ft. 127 cu. ft. / 42.2 = 3 vertical ft. of s' dia. leaching pool required PROVIDE (1) d' dia. X 4' high STORM DRAIN POOL TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2011) USS Ne NC W,1�R -0. DARK BROWN LOAM OL -0.5' BROWN SILTY SAND SM - 3' PALE BROWN FINE SND SP PALE BROWN SILTY SAND SM - 14.5' WATER IN PALE BROWN SILTY SAND SM - 16' WATER IN PALE BROWN FINE SAND SP 22' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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. CERTIFICATIONS 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 INSTI- TUION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE•NEW YORK -STATE LAND TITLE AssoclATloN.,-'��� AF7 Z 67�`'J ' \pfd,, sl�`� �_. N.Y.S. Lic. No. 50467 r 2 .t y t sj &ENCE, won0./� L I a FLAG cep«. � a �I N,2.40 00 W W00- RAMP 00 -RAMP Op�C A U�NU SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=30' MAY 25, 2011 MAY 17, 2012 ADD SURROUNDING HOUSES TOTAL AREA = 20,580 sq. ft. 0.472 ac. TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 201 1) 0' DARK MROWN LOAM OL 0.5 . BROWN SILTY SAND SM 3' d . PALE BROWN FINE SAND SP •• • Y. PALE BROWN SILTY SAND SM 14.5' WATER IN PALE BROWN SILTY SAND SM 16, n WATER IN PALE BROWN FINE SAND SP 22' s: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ,BY THE L.I.A.L.S. ANT APPROVED AND ADOPTED FOR SUCH USE BY HE r'W YORK STATE LAND TITLE ASSOCIATION. t N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin iii EDUCATION LAW. COPIES THIS SURVEY MAP NOT BEARIN THE LANDD SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CFRTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED, Jamesport, New York 11947 Jamesport, New York 11947 P. x 0 1 � x It A /F CK JAS MCC cCARRICK o N M T& DIA 0 Ea COW^TER lists D�Bw c G W"�rtR'�_'v U 1� N -2,40,0 0 � PUBCIG war 17P _j lists Dwez c G W� rtR lists oWet c C W4 rtR ` H rry -3 g -s 4 (-_> SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=20' MAY 25, 2011 NOVEMBER 2E, 2012 ADD PROPOSED HOUSE OCTOBER 25, 2013 REVISED PROPOSED HOUSE NOVEMBER 4, 2013 STAKE GARAGE MARCH 29, 2014 STAKE HOUSE FOUNDATION APRIL 22, 2014 REVISED PROPOSED HOUSE MAY Q. 2014 RE -STAKE HOUSE FOUNDATION JUNE G, 2014 FOUNDATION LOCATION TOTAL AREA = 20,580 sq. ft. 0.472 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND T E SSOCIATION.��.� 5. l `'AFT� � JUL - 9 2014 BLDG EPI. TOV;h OF SOUTHOLD UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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. CERTIFICATIONS 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N%01CARgI ICK TK0�ASE MG��gR do DIU � �,► a �Gwr�sER 1 SSOR kf G�R� N0%3 �G u �L n �-A -S�Ti�I N 7 0 x 1. �Up C. 0 L.n cD Xaa op�CxEE 0 x 15.4 �* �� '#��"�, �: •� A. • • �b•6, 14.7 PR�� ��R LI w = W w MI�� ............ a PROPOSED 8' D 1 �, X 4' DEEP ogyHELL FOR ROOF RUNOFF Lp W O '• O C': ' $8•��•: :.::.:SFp'.:.:::: ::::::::i p� R0 �No���� N -W-� -4 12.4 (gyp R R of 4' ��FA O 00" 0 P x AVENUE T/3ft Pw47zxj POUND Ok O SNC• SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=20' MAY 25, 2011 NOVEMBER 22, 2012 ADD PROPOSED HOUSE OCTOBER 25, 2013 REVISED PROPOSED HOUSE NOVEMBER 4, 2013 STAKE GARAGE MARCH 29, 2014 STAKE HOUSE FOUNDATION APRIL 22, 2014 REVISED PROPOSED HOUSE U TOTAL AREA = 20,580 sq. ft. n p 0.472 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE is BARNS BATHROOM IS 1,500 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARNS BATHROOM IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, S' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. DRAINAGE SYSTEM CALCULATIONS: HOUSE ROOF AREA: 2,127 sq. ft. 2,127 sq. ft. X 0.17 = 362 cu. ft. 362 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required PROVIDE (3) S' dia. X 4' high STORM DRAIN POOLS BARN ROOF AREA: 745 sq. ft. 745 sq. ft. X 0.17 = 127 cu. ft. 127 cu. ft. / 42.2 = 3 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2011) EL1 s.0' �10E •, ; f DARK BROWN LOAM OL 0 BROWN SILTY SAND SM 3' • . .'• PALE BROWN FINE SAND SP .• J 11 15.5 QOp ... x PALE BROWN SILTY SAND SM EI -1.5- 14.5' .p•:.. �°p.:::.. l3� f ,... 0r :::..... :.. Th 2p b' �L►ME r SNEO GI+ SI: V I f 8 1 4 Y C': ' $8•��•: :.::.:SFp'.:.:::: ::::::::i p� R0 �No���� N -W-� -4 12.4 (gyp R R of 4' ��FA O 00" 0 P x AVENUE T/3ft Pw47zxj POUND Ok O SNC• SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=20' MAY 25, 2011 NOVEMBER 22, 2012 ADD PROPOSED HOUSE OCTOBER 25, 2013 REVISED PROPOSED HOUSE NOVEMBER 4, 2013 STAKE GARAGE MARCH 29, 2014 STAKE HOUSE FOUNDATION APRIL 22, 2014 REVISED PROPOSED HOUSE U TOTAL AREA = 20,580 sq. ft. n p 0.472 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE is BARNS BATHROOM IS 1,500 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARNS BATHROOM IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, S' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. DRAINAGE SYSTEM CALCULATIONS: HOUSE ROOF AREA: 2,127 sq. ft. 2,127 sq. ft. X 0.17 = 362 cu. ft. 362 cu. ft. / 42.2 = 9 vertical ft. of 8' dia. leaching pool required PROVIDE (3) S' dia. X 4' high STORM DRAIN POOLS BARN ROOF AREA: 745 sq. ft. 745 sq. ft. X 0.17 = 127 cu. ft. 127 cu. ft. / 42.2 = 3 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2011) EL1 s.0' 0. DARK BROWN LOAM OL 0.5' BROWN SILTY SAND SM 3' • . .'• PALE BROWN FINE SAND SP .• J PALE BROWN SILTY SAND SM EI -1.5- 14.5' WATER IN PALE BROWN SILTY SAID SM Is* VSA Aui /wa WATER IN PALE BROWN FINE SAND Sr 22' -9 2014 iL- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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. CERTIFICATIONS 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 INSTI- TUTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHIS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OF MFS, } J �,tA•• T �` � j 2 A m 0 N X It CK /0/F NIC CARRF T140MASE MCCAR DIA, 'G usES 5100 Fr E / ND�SE � V GONG. N J A' A�• 1A 0�*TEST HOLE ' • �t �. 76.0 14,8 GONC. \ X X14.2 CONSTRUCT\ON NpER A / / X \ / _ CESSPOOL #2 / 1 V X \ SEPTIC \ Off- —_�Q V_TANK �/ 0/ CESSPOOL X11 \ GUY \\ \ GARAGE FRAME 31 VN_ Ul to tip Uses pug tt c G W^ rER vc. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE ate '� 1 201 H.S. Ref. No. -EL21= _ �" y I Ic sC%39e disposal and water supply faCiiif % at this location have been ^-c:rdr Vndlo rcern ped by Lhis t)cPartaOR A e or other agencies and found to n• .-�._ BEDROOMS. �t Y - ---- - •--�..._ .. �..^�:�„''int SURVEY OF PROPERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-87-03-29.1 SCALE 1 "=20' MAY 25, 2011 NOVEMBER 28, 2012 ADD PROPOSED HOUSE OCTOBER 25, 2013 REVISED PROPOSED HOUSE NOVEMBER 4, 2013 STAKE GARAGE MARCH 2B, 2014 STAKE HOUSE FOUNDATION APRIL 22, 2014 REVISED PROPOSED HOUSE MAY 12, 2014 RE -STAKE HOUSE FOUNDATION JUNE 6, 2014 FOUNDATION LOCATION DECEMBER 30, 2014 ADD SEPTIC SYSTEM MAY 16, 2015 FINAL SURVEY TOTAL AREA = 20,580 sq. ft. 0.472 cc. CERTIFIED TO: THOMAS EDWARD McCARRICK DIANE McCARRICK STEWART TITLE INSURANCE COMPANY BANK OF AMERICA, N.A. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 16.0 S FPTTC SYSTEM TIE DISTANCES COVER BARN CORNER"A" HOUSE CORNER"B" SEPTIC TANK 45' 38' OUTLET COVER CESSPOOL COVER #1 54' 48' CESSPOOL COVER ;; 2 44' 57' --- TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 19, 2D 1 1) USES t)I0 1 G w4TeR 0 0— DARK BROWN LOAM OL 0.5' BROWN SILTY SAND SM 3' LE BROWN FINE SAND SP 9. .LE BROWN SILTY SAND SM 14.5' ITER IN RALE BROWN SILTY SAND SM 16' \TER IN PALE BROWN FINE SAND SP 22' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 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. CERTIFICATIONS 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. , 0” N.Y.S. Lic. No. 50467 •gyral Y 71E ( /t !t �3 � - ? Jar,\ ' <) - It T4 – + �TrZL L_t'L L't Cc L U M H 0 N `A (T"i IP tCt--O 0 7 7 10 tzb- f, e-71 �\ PAY 9 .2ffie( ) \� � ` � '14 fj �D r) 11.7 N 0 At T- Wit.'( -:t—T & 0 "A' C-1 jJ MLze- -A -I It -7 6 lP S Ge I' > T— It' C) ;�A X 4 T 6 c -- L (z 'o CZ) -Z X ir Lit_;> Vj) T 2, Y CROSS SECTION END VIEW CROSS SECTION END VIFAV Uj r— 14✓ L OIL—: Ic",X eta 'w' fJy "y , r T, 7 CQNTINVQVS LQAQ!ATH '� asperAFPA wcrm ., HIGH WIND ADDITION - �_ -{ IT\ \ i f, T , • L f _ ( I O '�\ �\ - / 1• RIDGE TENSION STRAP -ILI \�' - E Sd each Patin( III 1� Q I, ­ __1/y 4 ' R14 ROOF TO WALL St,c­i-Tw I IrMET! ILLI) 5 ted pah Rift - II S'LIII 0 WALL TO WALL LFTA ConneIrlor A - fi'j each Stud WALL TO RIM JOIST 7 S"an 4 !Rd each Stu,' < 4 61 Rnjz)­,! z SILL TO RII,4 JOIST .-TPA Conierfr 6 111 S, I I BUILDING USE Residential 3 POST TO SEAM --- — — \ BUILDING AREA ACE & ACE C1,ne,-Ior . It eUILDING HEIGHT 10 1 Fd t^Br,,i, - ACE 10 - 1 r\d to Post TYPE OF CONSTRUCTION Type V 14 ACE, DESIGN CRITERIA Prescriptive Design 14 _1 F,(4, to lIC­ LIVE LOAD 40 psf DEAD LOAD 10 psf BFAMI TO WALL GROUND SNOW LOAD 45 psf 1 (1.1; 207, (2) Cnnnectri,s SEISMIC ZONE R 3 Al v, Ream WINDSPEED 120 mph CATEGORY 3 - 8d tc 1I EXPOSURE CATEG0 it WEATHERING Severe POST TO FOUNDATION FROST LINE PERTH 35 ARU 44 1 ARU 6(7)Ancrlor t TERMITE Moderate to henvy 12 - 16d to Post DECAY Slight to moderate 11 or\ I tT— 2-112"d,a thrubilfs *'. " (r \J C,1 _Ja1 I— 'A 7. J L 2 C f 1 CIO TO 61 ,A WINTER DESIGN DRY FULD TEMP. 11 Degrees F All criteria is designed in accordance with the Building Code of Now York Stale & the American Forest & Paper Association (AF&PA) Wood Frame Construction Manual for One & Two Family Dwellings (WCFM-95) High Wind Addition W -L"- N 0-T-F—a I OE windows as noted on Floor Plans Indicate EGRESS 23 required for sleeping areas as per Section R310 of the Residential Code of New York State. 2. Light and Ventilation: 211 habitable rooms as shown on Floor Plans conform to requirements of Section R303, with an aggregate glazing area of more than 8% of floor area, and a minimum ventilating area of 4% of the floor area 3. Glazed opening protection shall be provided as per the Building Code of New York State, Section All g1szod openings to be provided with precut plywood panels to cover glazed openings - 7116" min. thick (4"overl2p around openings). illi"xrthrino.nt to be as Car Table 1609.1 4: 2-1/2* #8 wood screws - 12' otc. Nailing Schedule N1"Ok-00ITIc)" AL1FPj--. I ," IPTI T I,% .I T'.*, , 11 11111; P.)'.. (T_ 111 i "fI C TWJ, 17: 3 1 4 0 It, 13_1 W Ra N. (I WAILFRAWNG, 7 T,, 1'�:, T,., 11 TTop i tarn S:np ur R•N:, Ir.' n,lr.; , � r<I � r r t. ar or 11.1 •.m Rlr mAuA n'ri nr lrY.1 1141 r^ hl trot VA_ z LL) id FL(v)If tit AWN6, ", �` ' I 1� (T_ 111 i "fI i tarn S:np ur R•N:, Ir.' n,lr.; , � r<I � r r t. ar ( rt�jj'_­S`� pT,,p k- 1 _7 IQ CHUM, SMATHNG 1:7 U All- SHFATH" .n! V -D N T.I 3 6,1 C) 1567 10 2 ILI Fifa S Hr AT i .4-SF, i f T Fn VA_ z LL) id V O u v - ti - — o G 31 �� IG P°- ? `o G1✓p�..c . - .. 3 iN---�-� .'� � .' PrP � -'''' �" •' — ° Q � I C, � _ 2 „ �I fl 10 TO 1 Q/ D v 4-1 1173 r„It `r2 H) U �1 I —i ` i/ F ��1�1��`-',-- _ \ Ito•.°/(T _ 3 N 147 -N /� rkt��"" i ilk444a 40 _ .............. .—�il__�.g J5 -- - i� 1 i�� }C. ���%e• i. 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F> I .STC D;%TE:,j?-i,5�133.P. f 3� iNCTIFY SUILI- _r' t.,7%,I NT xT 7E5 -!F12 3A;, ' 4F ' " ' ' FOR TH FGLLO''."�li'J INI,- P CTIO: 1. FOUN-IAITION - T't10 REQUIRED FOR i�OUFiED CGi�CRETE 2. ROUGH - FRAMINIG & PLU6SDIN 3. INSULATION 4. FINAL - COI'STRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODE�+F 'ESN YORK STATE. NOT RESPONS '- FOR ES DESIGN OR CONSTRUCTION R RS. n,l. •.r. ,':; & TOWN CODES - ,, 7 , -,-EES N 1 I I or ANCY OR I I i U:;E t (aUNLAWFUL Vkfl, i'1'-'1GUT CERTIFICATE 1- 0 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE OWN CODE. U' D Ff U',.4 -'F-R CERTIFICATION �'ONTENT BEFORE CC. '.) i' ; { TE OF OCCUPANCY tr Fj USED IN WATER L E CE =0 2110 OF 1% LEAD. PLUMBING ALL. LUMBING WASTE � X.,71 i=R LINES NEED TE51 E� E COVERING 1' ��r�`�. • [I 1111 �L'ti L•'9 but -AI, D e, a DO ,T PROCEED WITH F'„ , • , a TIL SURVEY OF FO 'NDATION LOCATION HAS BEEN APPROVED. NOTION �k�L 14 b 1 •. r -)i'!% tt t E7 _!.'�2x 1b =(<ON�2�Tt. 5'fYLENGij� 0 _:z& x \ IE:; 1. - - 1j'L X I?--, �I I 1 it •' IT � ` t '��pla-a�-T sNt►�ctt�5 .5/ 0 p�-taco 2 't. to R f� - w-A- 4�0.t 1 �PoKoc+ 5J4 X 4 T4 A wMP1 f'F4c*fWei 2 x b D J- tC. *"Af- �� p t (GN VLt-*A) -�� t , I END VIEW CROSS SECTION END VIEW ore I. I � • 14 IA . A•f W GROUND SNOW LOAD 45 psf LUS 26 (2) Connectors ••N A _ .-)..• r•r1 1 J. Z-_ t.. C1 7Tv0 ..ud� •w " • sips L ' le 7• RIM M�., 1 � f.. hj�• :5.grv.1 er.w-G -P't. La•'.'EcT�As �Ex�T\O N G -L 2 � to ltd Q� t�tJc, i5>a t-�-� t�-•i vAH► .. M ��T � r.,ewslHtt 5t tit K »t�.► bT -N?) T I GID' Ta �`✓i � TQM INA 1 �F-7�7 IvN D-� DEAD LOAD 10 psf BEAM TO WALL I. I T+Ie].]A) GROUND SNOW LOAD 45 psf LUS 26 (2) Connectors C:Iir4 )«u uTq ?IN. (17-61w) - G4 (r TIMe].]A, Kj.i. SEISMIC ZONE B 3 - ed to Beam Gw Tik 3.•) , old, lY C.i i g Up,e- rnidw. (Fac-NIN11 3 I44 WINDSPEED 120 mph 3 - Bd to Wall NOV A r EXPOSURE CATEGORY 11=2 r RAW (rw-wild) 2- N ' WEATHERING Seveh POST TO FOUNDATION f=Loves, 2 01 "!PQ, FTI FROST LINE DEPTH 36" ABU 44 i ABU 66Anchor 7 � q � TERMITE Moderate to heavy 12 - 16d to Post 01 2"!SQ. Fr f U DECAY Slight to moderate 2 - 1 /2• dia. thru bolts 1 5& r Ir•.c.tda•Sd{w WINTER DESIGN DRY BULB TEMP. 11 Degrees F I(a")Lb"peG fr-BTW^ \ / 22t)2 5.F. XGtr-T-T-- AN criteria is designed in accordance with the Building Code pr 2A u, v 1 -16A of New York State ,t the American Forest i Paper Association (AF&PA) Wood Frame Cenetruction Manual for' One 9 Two s«t.nPIN. wFltwrj«glan4«.lCny.ilW,Ilet{(F.w+,.iw) ' prow Family Dwellings (WCFM-95) High Wind Addition. 1«.t•SiI, T.,FI.edG,rdw(17--ild) 4- ad Fri WINDOW NOTES 2-M "A d ahold.{ r Iain (T•.-n.ild) 1. windows as noted on Floor Plans Indicate EGRESS as requlrad for • 111".nS r Sill w Too rlre (Toe-•sild) 71 N sliapirt9 areas as per Section R310 of the Residential Code of New York State. CONTINUOUS 1 OAl2 PATH as per AFRA WCFM - 95 HIGH WIND - ADDITION 3:16d W 12. Light and Ventilation: all habitable rooms as shown on Floor Plans t�flfan Bto requirements of Section R303, with an aggregate glazing area of more than %% 3-11 Fur jw• 1.N 1.4. wl«.(6d-nrld) of floor area, and a minimum ventilating area of 4% of the floor area. .jai. )rd).ii W3ilillw T.F Flwc(r-ilN) 2.16d' 3. Glazed opening protection shall be provided as per the Building Code of New York RIDGE TENSION STRAP sMrwN To•Is II State, Section 1609.1.4. All glazed openings to be provided with precut plywood Di4wn1 lar/ Sh.4hin5 Nr�.,-w 1-1/4" 20 gape Strap panels to cover glazed openings - 7/10' min, thick (4'overlap around openings). - • i"alo-wail. An,1r-hrrl.nt to be as per Table 1609.1.4; 2-1/2' 98 wood screws - 12' o/c. - Bd each Rafter r. ,� i.: (tf �. .:: �: "F''•e.. Y;r !i . .. "ClLING SHlAT2WO , •`,''-.:"., .Year,• Yom.;'a, •• .H �• Nailing Schedule WFGM-'i fflt;K WIrloAoctrlol-► ►Fp► Stlr.rrd Frdl Fib.t d Fwds N taw Tile ] f) C• lcnt 7111" W ]"Nile/6 Rd1�0 2Y72" N ROOF TO WALL Gyptw W.Ir..d Sd.a«rs 7 -dile I iTfield H.db-d ad Simpson Strong -Tie T.ni-1er.rd Prd. 1 6w TIMe ].9) Di.g.W laud Sherh.q H2 Connector I -a/ -w I.A. L1- prtwq.n 1•.10-wwN ]-Id 5 - 1 Od each Rafter tI �+f1AORSWATt@IG.':G :.•k'i,h.• 'f: 't't`(ky.I:ht!. �• '� r i.+ r 1•ti:'.:1:;';T �� x 'T'. K:•''i.. Y:F �ITRT:R S,eu• W ►wds I' wlws N f" dile 112- held 5 - 1od each Stud lod (�I� Di-S -al 5•.1 Shed,.{ WALL TO WALL 2 -Id pr MM -W 1-RI0•w W. 341 ►.• oo- LFTA Connector 4 - 5d each Stud N oksi•M{h.slrr.gwibr,onto{r.lu�r--...nandm.mWffhsllMNu►IN,w -1-11..,,.r,.rs. ..Wit. Ler Flrw, Q few. WALL TO RIM JOIST 20 Gage Strap 4 - ed each Stud 4 - 8d Rim Joist Z SILL TO RIM JOIST LTP4 Connector O 6 - Od Rim Joist 6 t!d Sill Q - BUILDING USE Residential - 3 POST TO BEAM ACE i AC6 Connector BUILDING AREA 10 - 16d to Beam - ACE BUILDING HEIGHT 10 -16d to Post ME OF CONSTRUCTION Type V 14 -16d to Beam - AC6• DESIGN CRITERIA Prescriptive Design 14 -16d to Post LIVE LOAD 40 PSI DEAD LOAD 10 psf BEAM TO WALL I. I T+Ie].]A) GROUND SNOW LOAD 45 psf LUS 26 (2) Connectors C:Iir4 )«u uTq ?IN. (17-61w) - G4 (r TIMe].]A, Kj.i. SEISMIC ZONE B 3 - ed to Beam Gw Tik 3.•) , old, lY C.i i g Up,e- rnidw. (Fac-NIN11 3 I44 WINDSPEED 120 mph 3 - Bd to Wall NOV A r EXPOSURE CATEGORY 11=2 r RAW (rw-wild) 2- N ' WEATHERING Seveh POST TO FOUNDATION f=Loves, 2 01 "!PQ, FTI FROST LINE DEPTH 36" ABU 44 i ABU 66Anchor o0 2, q SQ. r -Tr TERMITE Moderate to heavy 12 - 16d to Post 01 2"!SQ. Fr f 1e, G N DECAY Slight to moderate 2 - 1 /2• dia. thru bolts 1 5& r Ir•.c.tda•Sd{w WINTER DESIGN DRY BULB TEMP. 11 Degrees F 2-i6d \ / 22t)2 5.F. XGtr-T-T-- AN criteria is designed in accordance with the Building Code pr 2A u, v 1 -16A of New York State ,t the American Forest i Paper Association (AF&PA) Wood Frame Cenetruction Manual for' One 9 Two s«t.nPIN. wFltwrj«glan4«.lCny.ilW,Ilet{(F.w+,.iw) ' prow Family Dwellings (WCFM-95) High Wind Addition. 1«.t•SiI, T.,FI.edG,rdw(17--ild) 4- ad Fri WINDOW NOTES 2-M "A d ahold.{ r Iain (T•.-n.ild) 1. windows as noted on Floor Plans Indicate EGRESS as requlrad for r.h wrd 111".nS r Sill w Too rlre (Toe-•sild) 71 N sliapirt9 areas as per Section R310 of the Residential Code of New York State. Ladpr SId, w a- CF., -null) 3:16d .� 12. Light and Ventilation: all habitable rooms as shown on Floor Plans t�flfan Bto requirements of Section R303, with an aggregate glazing area of more than %% 3-11 Fur jw• 1.N 1.4. wl«.(6d-nrld) of floor area, and a minimum ventilating area of 4% of the floor area. .jai. )rd).ii W3ilillw T.F Flwc(r-ilN) 2.16d' 3. Glazed opening protection shall be provided as per the Building Code of New York :', ROOT $FRATI@dd sMrwN To•Is II State, Section 1609.1.4. All glazed openings to be provided with precut plywood Di4wn1 lar/ Sh.4hin5 Nr�.,-w panels to cover glazed openings - 7/10' min, thick (4'overlap around openings). - • i"alo-wail. An,1r-hrrl.nt to be as per Table 1609.1.4; 2-1/2' 98 wood screws - 12' o/c. Kw)7.rt r. ,� i.: (tf �. .:: �: "F''•e.. Y;r !i . .. "ClLING SHlAT2WO , •`,''-.:"., .Year,• Yom.;'a, •• .H Gyp-Wslba.d -Nun rtdel i(r s.N Nailing Schedule WFGM-'i fflt;K WIrloAoctrlol-► ►Fp► Stlr.rrd Frdl Fib.t d Fwds N taw Tile ] f) C• lcnt 1«m Dwenr..n N.mMrd 1,16Y witSp:r,{ I. I T+Ie].]A) P -1k. C:Iir4 )«u uTq ?IN. (17-61w) - G4 (r TIMe].]A, Kj.i. G(I1n51«. w Trull« Bahr (Fsw-n•ild) `3 $441 Gw Tik 3.•) , old, lY C.i i g Up,e- rnidw. (Fac-NIN11 3 I44 I �I NOV 20 2013 I i � .211 ELI 11=2 r RAW (rw-wild) 2- N "A .N i= f T f=Loves, 2 01 "!PQ, FTI E tut o0 2, q SQ. r -Tr 4.1ad- 01 2"!SQ. Fr f 1e, G N 24'•.e 1 5& 50. F T. Ir•.c.tda•Sd{w Top or l••wt Flm N SIN (EtW..ikd) 2-i6d Rf �aUIEZEO,. 22t)2 5.F. XGtr-T-T-- ]-1u pr 2A u, 1 -16A Fr2.9.N s«t.nPIN. wFltwrj«glan4«.lCny.ilW,Ilet{(F.w+,.iw) 1«m Dwenr..n N.mMrd 1,16Y witSp:r,{ r_'';'n'yfi.'1�'J...':•_+g ,.r,: : r. ''.t; '1 : ROOT...;P��'.,+-)iw+'.3.�.na.. RAwt•T"Flre (re "I-d) T+Ie].]A) P -1k. C:Iir4 )«u uTq ?IN. (17-61w) - G4 (r TIMe].]A, Kj.i. G(I1n51«. w Trull« Bahr (Fsw-n•ild) `3 $441 Gw Tik 3.•) , old, lY C.i i g Up,e- rnidw. (Fac-NIN11 3 I44 (r T,Yk].7) r.h lM Calls riew R.R. (F -d-11) 3 »1 (uw TA" ).al Fr Ik 11=2 r RAW (rw-wild) 2- N "A .N Rim lwd to R.M(End-eeild) 2 - IN .h and TM Flee r Ty Mae (F-iled) 2-16d' pe r.. Tal, Tl.. r iMr.ti•n. (Fr- Rug) 4.1ad- ..h Swlu Stw(F.-ild) 2 -IM 24'•.e FI+M w11.WrtFrmil.p IN Ir•.c.tda•Sd{w Top or l••wt Flm N SIN (EtW..ikd) 2-i6d pr 2a1 nut . ]-1u pr 2A u, 1 -16A Fr2.9.N s«t.nPIN. wFltwrj«glan4«.lCny.ilW,Ilet{(F.w+,.iw) 2-I6Wr' prow - -as' .�•:,i(.: :'L'.r. r�;'.� .., .,.�,.• ... •G,S rA�in:.�I.. ) ..:. • .. .. i, v!;: t't•.r... �`• r .•�.: �LGGR FRAMQJO 1«.t•SiI, T.,FI.edG,rdw(17--ild) 4- ad Fri a rN{i.{ n l«. (Tae-n«Id) 2-M "A d ahold.{ r Iain (T•.-n.ild) 2- N r.h wrd 111".nS r Sill w Too rlre (Toe-•sild) 71 N rsh N.et Ladpr SId, w a- CF., -null) 3:16d .wh j«r Moth Wir t•lil tt(Tarsdld) 3-11 Fur jw• 1.N 1.4. wl«.(6d-nrld) 2-16d .jai. )rd).ii W3ilillw T.F Flwc(r-ilN) 2.16d' Fr bat :', ROOT $FRATI@dd sMrwN To•Is II 4- (sec T.rle 3.1) Di4wn1 lar/ Sh.4hin5 Nr�.,-w 1 aP w 1'a9 - • i"alo-wail. 341 Kw)7.rt r. ,� i.: (tf �. .:: �: "F''•e.. Y;r !i . .. "ClLING SHlAT2WO , •`,''-.:"., .Year,• Yom.;'a, •• .H Gyp-Wslba.d -Nun rtdel i(r s.N - •°:i:.;., ,,.:.'4.c':.•, �. ,-. %`��Si;F.'",., Y WALL SHIATHINO.Ce'::�3. �-.: Yi ;CA:'i 1. �' ;r.'R.='�R �. - 4 Stlr.rrd Frdl Fib.t d Fwds N taw Tile ] f) C• lcnt 7111" N ]"Nile/6 Rd1�0 2Y72" N )- dile 16" flM Gyptw W.Ir..d Sd.a«rs 7 -dile I iTfield H.db-d ad (.•e Tile3 f) T.ni-1er.rd Prd. /d 6w TIMe ].9) Di.g.W laud Sherh.q I -a/ -w I.A. 2-N prtwq.n 1•.10-wwN ]-Id T-u'FMt tI �+f1AORSWATt@IG.':G :.•k'i,h.• 'f: 't't`(ky.I:ht!. �• '� r i.+ r 1•ti:'.:1:;';T �� x 'T'. K:•''i.. Y:F �ITRT:R S,eu• W ►wds I' wlws N f" dile 112- held S.W. t,un l• lod d-dg.ld"MIN Di-S -al 5•.1 Shed,.{ 1•a/' w I -.S- 2 -Id pr MM -W 1-RI0•w W. 341 ►.• oo- "Nrlat wr♦.ir.•ents re b-1 •n ,wN sh-hi.$ n.ild 6'" - 9 h pn.l Wife Ir .0 0-hNg i .WlWd ]' •nawwr a 0. p" dp N oksi•M{h.slrr.gwibr,onto{r.lu�r--...nandm.mWffhsllMNu►IN,w -1-11..,,.r,.rs. ..Wit. Ler Flrw, MWl k au.d ...intro the rN p 1h. ' NRw• v.il dterhin{ it wrrimw+u •v. a.•wrd nurnr.ts. IIIc slulred numM arwih dwll k ponied w N I•dr.d r 1 -IN Ctrl pr few. z� O c� 6 l�cw 2634-2 ' c y� © 0,0 iX$ ia X _ n a1 -• p J1 �r 2x Io Noe. _a 3 CLIT c3 o t44 �. g ----------U - --� J 1� � �► r `� 3 all ,� , 1 � � � 4' fix, ► N ICS t I x �U 2(p i co 11 IL 'Y 4u m 'L• V L� -0- 1 L*A% © oA X 6-1/d Pst. --- i kIC44 2(48 1.-,1 Nc• FIyT _ T �'Loo,Ute, �. ���-�► -� 1 N � � l,,J 5 - �IOC.fZs'C.h-1 A, � SE � � �5 I �bx � � � , t..ohi - � �• ��a� 1 I N'r'FRI O R QRE- �I Nj�l�- � R,GN �b �` HJTk, 61Mir-*0 bey 1 flt= 0 NA�K-(, �.'lk" 1�n� ►�rl �D� 1�,bi 1. - �D�E-M �1-4Sh / J _O �I ��j _- i v 60f1N1;fRl GoMNEGTtoN 02 rMMR-S-9,4A est_ i51XC VS_C �") 5 D W '11161 LR N F_ 5�OV15 tn� 5oN 4'D r 7 Fko�X�W N s I Goo t-- GT 1y I C-, & L. LE eIF-N 0 z AI • c(> - N cC 'TRr� t-tc-��T►rt� 001-L_E[- - ACLI L�tves tet.{ s i't- . 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