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HomeMy WebLinkAbout41471-Z o`pc,UFFU��cOG Town of Southold 4/12/2018 P.O.Box 1179 �. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39580 Date: 4/12/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1325 Bayview Ave., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2017 pursuant to which Building Permit No. 41471 dated 3/29/2017 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 (MODULAR)WITH REAR FIRST AND SECOND STORY WOOD DECKS, COVERED FRONT ENTRY, FENCED OUTDOOR SHOWER AND ATTACHED GARAGE, AS APPLIED FOR The certificate is issued to Stamidis, Constantine&Pamela J , of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0095 02-13-2018 ELECTRICAL CERTIFICATE NO. 41471 01-03-2018 PLUMBERS CERTIFICATION DATED 02-06-2018 ra Plumbin th Signature Aga n�Kc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41471 Date: 3/29/2017 Permission is hereby granted to: Stamidis, Constantine 156 Brixton Rd Garden City, NY 11530 To: construct single-family dwelling as applied for per SCHD, Trustees & DEC Non-Jurisdiction letter. At premises located at: 1325 Bayview Ave., Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-13 Pursuant to application dated 2/17/2017 and approved by the Building Inspector. To expire on 9/28/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,752.80 CO -NEW DWELLING $50.00 Total: $1,802.80 spector i 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 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$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 Occupancy-Residential$15.00,Commercial$15.00 Date. 17"/7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 94 Vulp K�Add A� - House No. S/t�r tt Hamlet Owner or Owners of Property: h h C�/I V si lljhl�a Suffolk County Tax Map No 1000, Section 69-- Block 0 Lot Subdivision QM[Aff Filed Map. Lot: Permit No. I 1 Date of Permit. Applicant: ozio Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempo Certificate Final Certificate: (check one) Fee Submitted:$ `�� J� Applicant Signature pF SOU��®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 ® aQ roger.richert(cDtown.southold.ny.us Southold,NY 11971-0959 Q l�C®UfV[`I9�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Constantine Stamidis Address: 1325 Bayview Avenue city;Greenport st: New York zip: 11944 Budding Permit#: 41471 Section: 52 Block: 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T. Metz Electric License No: 4525-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150A Heat GAS Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 150A A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 150A Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" Notes: Inspector Signature: Date: January 3, 2018 0-Cert Electrical Compliance Formas .. t I F S0T Town Hall Annex rr Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q I Southold,NY 11971-0959 �COUIVTY;C,� ; BUILDING DEPARTMENT d TOWN OF SOUTHOLD D l FEB 2 6 2018 �^+'S�; i TOWN OF SOMOLD ' CERTIFICATION Date: Building Permit No. Owner: Lam dt a p tdfil ok Sk/VId (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumber ature) Sworn to before me this-� day of/ YUQ✓ 20� Notary Public, k Jl , 'County STEAIVNIF DEFELICE Notary Public . state of New York No. O1 DE6309287 Qualified in Suffolk County My Comm. Expires Aug. 11, 2018 `1 I BOE so N o old 0 Hry,O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 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) REMARKS: F� DATE S�3v INSPECTOR I ? BOE SOUTy �o� opo cOUNI'I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ OUNDATION 1 ST [ ] ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS:'6041A FPJA rO X') ` Ad Zv -6 DATE y0rl INSPECTOR �0��0 lyolo �y�ourm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] fdUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ��' INSPECTOR �o��pE SOUlyolo UOUNT`�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL AIA ln0b v'--o"0-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: (,)-rvok�_r CmAwop, Rw-. MVU %* 40 �Vvb,VIWICI- 61 -6 01A/ Rat• /c.6 ,S Y VV �r C a 0 �nM 4lop, 0&"A� IV E-49n-� r l� fi DATE � l INSPECTOR SOUT�olo 1 �y000M'1,�� v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR , I { I SOF SOUI ��'Y�OUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL 14� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6oftt I/ ppa-,Jo�Ll �I , l DATE Y INSPECTOR i 3771 Nesconset Hwy sidentiale Glenn Hooper Suite ser tleon Office Certified South Setauket,N NY 11720 'I cee(631(631)751-7925 Fax(631) 751-7902 Cell (631) 767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic#43455H I Nassau Lic# H18H0050000 Blower Door Test Certificate Permit#: House address: 1325 Bayview Ave City: Southold Zip: 11971 Conditioned Floor Area (ft2): 2,097 CFA Volume (ft3y 26,750 Maximum CFM50 @ 3 ACH= 1337 (3 x Volume/60) Test Result: 1202 CFM @ 50 Pa 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3 Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician:Glenn Hooper Technician Signature: Date: 2/02/2018 D R q-W D MAR 1 6 2018 Page 1 Lgm TOWN OF SOUMOLD esidentialEnergy 3771 Nesconset Hwy Glenn Hooper Suite 101AN 1 r se nation ice( 31)net Certified South Setauket,NY 11720 Office(631)751-7925 Fax(631) 751-7902 Cell (631)767-8828 Energy Efficient Construction Consulting www.enerciy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic#43455H I Nassau Lic# H18H0050000 Duct Leakage Certificate Permit#: House address: 1325 Bayview Ave City: Southold Zip: 11971 Conditioned Floor Area (ft2): 1174 (1st floor system in conditioned space, exempt from testing) ❑ Duct tightness testing is not required for this residence as the air handler(s)and all ducts are located within the conditioned space Air Handler in conditioned space? Yes ❑ No ED Check Test Method: aPost-construction test/Total Leakage ❑Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)= 46.9 CFM @ 25 Pa Test Result: 46 CFM @ 25 Pa House PASS ❑ FAIL ❑ Company Name: Residential Energy Conservation Company Address:3771 Nesconset Hwy,Suite 101A S.Setauket NY. I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Glenn Hooper Technician Signature: Date: 3/05/2018 Page 1 3771 Nesconset Hwy esential Energy Glenn Hooper Suite 101A 1117 1 n54.� �at1®n ice( 31) Certified South Setauket,NY 11720 Office(631) 751-7925 Fax(631)751-7902 Cell (631)767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic#43455H I Nassau Lic# H18H0050000 Duct Leakage Certificate Permit#: House address: 1325 Bayview Ave City: Southold Zip: 11971 Conditioned Floor Area (ft2): 1174 (1st floor system in conditioned space, exempt from testing) ❑ Duct tightness testing is not required for this residence as the air handier(s)and all ducts are located within the conditioned space Air Handler in conditioned space? Yes ❑ No ❑x Check Test Method: X❑Post-construction test/Total Leakage ®Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)= 46.9 CFM @ 25 Pa Test Result: 46 CFM @ 25 Pa House PASS ❑ FAIL ❑ Company Name: Residential Energy Conservation Company Address:3771 Nesconset Hwy,Suite 101A S.Setauket NY. I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Glenn Hooper Technician Signature: Date: 3/05/2018 D MAA 1 6 2018 Pagel TOWN OF SOUTHOLD =. Adenitial3771 Nesconset Hwy Ener- 3771 Hooper Suite t,N tion BPIe(631t Certified South Setauket,NY 11720 '!1"� Office(631)751-7925 Fax(631) 751-7902 Cell (631)767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic#43455H I Nassau Lic# H18H0050000 Blower Door Test Certificate Permit#: House address: 1325 Bayview Ave City: Southold Zip: 11971 Conditioned'FloorArea (ft2): 2,097 CFA Volume (ft3): 26,750 Maximum CFM50 @ 3 ACH= 1337 (3 x Volume/60) Test Result: 1202 CFM @ 50 Pa 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heatingand cooling system(s)shall be turned off, 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician:Glenn Hooper Technician Signature: Date: 2/02/2018 nV Page 1 FOUNDATION(IST) FOUNDATION (2ND) v wgV. "I ,I I WIN Wi AM M!19 M' WN A MeM Ml-IN ADDITIONAL COMMENTS WITH I ra TA _sem TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI 6 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 ✓ i ���a��7� C.O.Application �y. V \'�ieod Permit � Examined ,201Z E D �r Single&Separate FEB 1 7 2017 ::�::::::::: v Storm-Water Assessment Form ✓ I Contact k Ce l ar 1�nd 11S 4' Approved 20` Mail to: q0 'Disapproved a/c BjJILDIN(i DEPT. f W TOWN OF SOUTHOLD �j ` !S 7 Phone: __4Expiration ,20 J bSm;i(}e� BkUNOWPector APPLICATION FOR BUILDING PERMIT Date , 20 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. ,y P/�L C �y� (Signator of app ' nt or name,if a corporation) OD I 17-Y (Mailing address of applicant) r State whether applicant is owner,lessee,agent, architect,engineer, general contractor, electrician,plumber or builder L� Name of owner of premises Qiyd t oat IU �� 1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License-No. Plumbers License No. 2 V—, Electridans License No. 11�0115 Other Trade's License No. 1. Location of land W which propo ed work will be done: )V5 bwllilivd D' House Number Street Hamlet County Tax Map'No. 1000 Section 6�2 Block QC Lot �„3 Subdivisions, gamma- 4,M Filed Map No. ��� Lot i 2. State existing use and occupancy of premises and iptended sea oc pa f proposed construction: a. Existing use and occupancy Q l�17 b. Intended use and occupancy /j1// Zz 3' Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost SLP y�0,�D� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor o�. 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 Rear NA Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �— Rear '— Depth - — Height Number of Stories i 8. Dimensions of entire new construction: Front 5-1 Rear l Depth. Height Number of Stories 9. Size of lot: Front I Rear • �� Depth 6;07• Jv. r 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any'zoning law, ordinance or regulation?YES NO ✓ 13. Will lot be re-graded?YES V NO Will excess fill be removed from premises?YES NO Y p &#1hess Poe o. �h(Ptoev :51 � 14.Names of Owner of remises dr . Name of Architect4adAddress I phone No Name'of Contractor Address N09., Phone No.lylit ,7/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITWAY BE REQUIRED: b. Is this property within 300 feet of a tidal wetland? *YES V NO * 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 Y * IF YES,PROVIDE A COPY. 'STATE OF NEW YORK) SS: COUNTY OF S I IgM101' - ,, Clik big 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 t before me this Nowt'Public'- State ofl g FBF day of f'r/G�� 201 {{yyo 01 DE6309 81 U41ifled'in Soft , Gbu t1{ M 'COmm. E*pires g. 11, Z 8 Notary Public Ygndure of App ant � r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' P.ER)!!IIT N0. 88�0 DATE: SEPTEMBER 21,.2016 ISSUED TO: CONSTANTINE &PAMELA STAMIDIS 9 fr r PROPERTY ADDRESS:' 1325.BAYVIEW AVENUE,SOUTHOLD SCTM# 1000-52-5-13 AUTHORIZATION, Pursuant to the provisions of Chapter 275 :of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Tiastees`adopted at the meeting held on September 21,2016, and in consideration of application fee in'the sum of$250.00 paid-by Constantine.& Pamela,Stamidis and ` subject to the Terms and Conditions as stated in the Resolution; the Southold.Town,Board-of Trustees authorizes and permits the following: Wetland Permit to construct a two-story,single-family dwelling with attached,garage,,and 101x25'first and second-story decks with 3.5'wide steps,a 41x5.6' platform and steps,and a 4'x6' outdoor shower;install a'drainage system of drywells;install a,sanitary system;and asphalt driveway more than 100'from landward,edge off wetlands;,establish'and;perpetually maintain a 10' wide,500sq.ft.non-turf buffer adjacent to and along the top of the naturally vegetated°embankment`and to construct,a 4' x±271 embankment stairway with a.4'x6' platform;'and'as,depicted on the survey,prepared by.Nathan Taft Corwin,III,]Land Surveyor, lasYdated July 26,2016,and stamped approved on September 21,2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and`the'se presents to be subscribed by a majority of the said BoarA as of this date. Q 00 ,4 W ?► .v 3 vt `�.• �,• is. - :- ;_�•, .4, Y ''s � :?"`< ~:v �r 4 1 f Michael J.Domino,President � � j Town Hall Annex John M.Bredemeyer III,Vice-President �Q 54375 Route 25P.O.Box 1179 Charles J.Sanders r Southold,New York 11971 Glenn Goldsmith Telephone(631)765-1892 A.Nicholas Krupski AFax(631) 765-6641 l -7 `7,=- D .3 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD FEB - 2 2018 CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD 1437C Date:December`20.2017 THIS CERTIFIES that the construction of it"tW(i-§tbw.,,,kingle-ftimfly�dwtiltilP,—,-w—,ItliattacI gAMLe,'gtid I O!x?5l-'first-and-seceiid-story decks with" 4'x6''6utddoi`s6-6;.+ier-.'ifigtalta'draiiiao- V - is-,-and-t6-constnt&a.'1a'ndwjkd1 t'�6rwoh to e gendi-of d 6rol26sed--,dNvellinp-,-con§istin-q of a.2'k12."5."ext6hsion ofthe d*dlifig,fooWjintt And"a covered ,porch with 3.5%wide steps to-,grade.,instalfa sanftW-gys and asphalt driveway re4hEftn-_WVft0111 fbin ri -Y'mo lindwdrd.tdg_e-:df Wetlands:establishand perpetually Wide.56N6.&non-turf buffer �adiAceiit'toand,ilbiiithe-,top cif the ilif6ialf,V,vegetate d,-i6mbankrnent.-find-toconstruet-a4,"x+--27' embankment kffirm mb i At 1325 Bayview Avenue,"Southold'. Suffolk County Tax Map k1_000-52-5-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 22,2016,pursuant to which Trustees Wetland Permit#8880 Dated','Septemberll.2016 was issued and Amended on December 14.2016:and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for'construction',ofa two-story"--sin-g-fle-fdinflY dw&]]W�with,attachedarae, - - , � and 10'x25'-first and s6c6n d:sLoa,decks With 3.5!,,Widq Ps,a 4'x5,61. n I atfo rm,,,and-ite6s_.and a 41,-.6! S_-sw sionjo proposed. :outdoor shower, install`a dfhiftine -m -dryw6119:'and t6 do .outd nstract,,alandward exnan dwelling-'consisting extension of the-dwelling fbo'tvdnt�and a-4'k S','60vqed porch-with 3.5%wide st6p'stogradei• install,a-shhitary.system and-Mbal f'.driVeWa more-than,1,00'fib-fii 196dWW d edge:of wet1a'nds__-'­e4gib1 ish and ner6etually nfakdfn-A 10'wide,'500sg.ft-non-turf.non-turf-buffer adjacentfo and along the top of the naturals vegetated embaiikniek, and to construct d4 -,k-, embankinentitirrway with&L4Lx6' platform. The certificate is issued to,CONSTANTINE&PAMELA STAMIDIS-owners of the aforesaid property. Authorized Signature AM aob-96 NEW YORK STATE DEPARTMENT OF.ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04486 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: - = - ''`±' r Fa lit7y: " STAMIDIS PROPERLY CONSTANTINE STAMIDIS�::����''' PROPER-LY 156 BRIXTON RD ` � 1325 BAYVIEW AVEJSKM# 1000-52-5-13 GARDEN CITY,N '=11530 SOUTHOLD,NY 11971 PAMELA STAMMIDIS 156 BRIXT®N RD GARDEN CITY,NY 1.1530 Facil'fy Application Contact: EN- ONSULTANTS 131N SEA RD SO THAMPTON,NY 11968 (63 83-6360 Facility Locatio �vih S`ORMI "OII Rd SUFFOLK COUNTY Facility rincipal Reference Point• ;%-B: 718.032 NYTM-N: 4551.611 Latitude'144' 41,;; 5'11.6" Longitude: 72° 'S.3" /lableKd * orized Activity: Construct a new 4'x 27' stairwbl�uff�toFsho me.All work shall be do�e Act conformance with the attached plans stamped"NYSDEC Approved" on November 2,2016. PS -015. e on of the referenced property located landward of the ten foot (MSE) elevation contour u.�.Gontour��ls.,,V�:D.-19,29. Datum, asushow:n�on the.,.sur�vefy�pxcpared.�by�Iathan Taft Corwin III last revised on July 26,2016 is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore�in accordance with the current Tidal Wetlands Land Use Regulations (6NYC art 661)no permit is required under the Tidal Wetlands Act for work landward of this jurisdict l boundary. Please be advised,.however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the-tidal wetlands jurisdictional boundary, as indicated above, wiffiout a permit. It is R�„ti your responsibility to ensure that all necessary precautions are taken to prgpiff any sedimentation or other alteration or disturbance_,to the ground surface or vegetation withindal Wetlands jurisdiction which may result from your prolect ,;Such precautions may�include'maintaining adequate-work area between the tidal wetland jurisdictional b`oiMYryFand�y`our project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence,barrier, or hay bale berm. Page 1 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04486 Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04486/00001 New Permit Effective Date: 11/2/2016 Expiration Date: 11/2/2021 NYSDEC Approval By acceptance of this permit;~the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator:. Address: NYSDEC Region 1 Headquarters ' SUNY @ Stony BrookJ50 Circle Rd �^l T Stony Brook,NY 11790-3 9 £3 . Authorized Signature: Date .1.5 Distribution List EN-CONSULTANTS,INC._.,. Marine Habitat Pidtection SHERRPL AICHER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit ONLY authorizes those regulated activities/structures identified under the section titled "Authorized Activity". The Department does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted by the Department. Page 2 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW Facility DEC ID 1-4738-04486 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III last revised July 26, 2016 and stamped "NYSDEC Approved" on November 2, 2016. 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Stairway Design The stairway must.be:elevafed a`ininimum:of.3 feet over grade to minimize disturbance or loss of the naturahvegetation and reduce the potential`for,,causing or accelerating erosion of the bluff, dune or hill. .Disturbance to the natural vegetation or topography=seaward of the crest(top) of the bluff, dune or hill-must be restricted to an 8-foot wide area, including thewidth of the stairway, as shown on the approved plans. Landing platforms for bluff stairways shall not exceed four(4)feet by six (6) feet. 5. No Alteration of Bluff for Stairway Alteration of the existing grade of the bluff or hill'during construction of the stairway is prohibited. 6. Equipment,Material Stored Away from Dunes and Crest of Bluff The storage of construction equipment and materials shall be confined to upland areas landward of the'crest of the bluff or hill and outside of dune areas. 7. No Disturbance to Vegetated Tidal Wetlands,Dunes There shall be no disturbance to vegetated dune.areas,or,vegetated-tidal wetland.areas.as;aresult;of.the,permtted;activities:, 8. Restore Dune Any disturbance ta.the existing dune resulting from the authorized proiect.shall be.*., completelyrestored. 9. No Construction Debris in Wetland or Adjacenf Area:::Any..debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 10. No Runoff Down Bluff, into Dunes or onto Beach There shall be no discharge of runoff or other effluent on or in dune areas, down the bluff face or onto the beach. 11. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 12. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 Aft 'NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C Facility DEC ID 1-4738-04486 13. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,.the structure, fill, excavation, or other modification of the watercourse hereby:authorized shall riot be`completed, the owners, shall,without expense to the State, and to such-extent and in such time and manner as the.Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse._ No claim shall be made against thgState of New York on account of any such removal or alteration. 14. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants;epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the r project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condifiion. No'chair `sfiall be`made against the State of New York-on'accou if Parry such` removal or alteration: GENERAL CONDITIONS - Apply to"ALL Authorized Permits.- 1. ermits:1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit;and the ECL-.' Such` epreseiitative may order the work suspended'pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of .the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �� Facility DEC ID 1-4738-04486 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the,following pdrrriit aiitliorizations: Tidal Wetlands. 5. Permit Modifications,, Su'spensions and Revocations by the Department;,The Department reserves the right to exdib-ise all available authority to modify, suspend or revoke"'thus permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. -exceeding the scope of the project as described in the permit application; d • newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncomplid'nce'with previously issued permit conditions,6rders"of—hicbin"miss"i"oner;°any provisions_of•the{Environmental Conservation Law or regulations of the Department related�.to-, the permitted activity. 6. Permit Transfer Permits are transferrable unless,specifically pro hibite&by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer-'of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04486 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the:State"of New York, its representatives, employees, and agents ("DEC") for all claims, suits;-actions, and damages;-*to the,extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by tli&permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any.;claims, suits, actions, or damages to the extent attributable to DEC's"'own negligent or .J.M1 intentional acts-,or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation-Law as those prescribed for the permittee - . . . . _. - - -- - - --• = - _ Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is,responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that-may be required to carry out the"activities that are authorized by this permit... Item D: No Right to Trespass or Interfere with Riparfaii-Rights�-'=6 This-permit does not convey to the permittee any right to trespass upon the lands or interfere with the-* riparian rights of others in order to perform the permitted work nor does it authorize the impairment•:of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit:- Page 6 of 6 Scott A. Russell ,�� '� STtO RMWATER SUPERVISOR MANAGEMENT GEMENT SOUMOLD TOWN HALL-P.O.Box 1179 06 53095 Main Road-SOLTHOLD,NMYORK 11971 yol ,. Town of Southold FEB 1 ? 2017 CHAPTER 235 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) I; DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWIi�TG: �E Yes No (CHECK AIL THAT APPLY) i` [M❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1 ❑(�${C. Site preparation on slopes which exceed 10 feet vertical rise to , r 100 feet of horizontal distance. ' ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. S I 1114 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM[ Map of any watercourse. I ( ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management f Control Plan was received by the Town and the proposal includes f 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 Tab Map Number! Chapter 236 does not apply to your project. N you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department wit�yonr Buiiding Permit Application. ,� -_--__------ _ _____._----------•-------___---• S.C.T.M. 1000 Date APPLICANT-(Property Owner,Design Professional,Agent,Contractor.Crated. D�trf<t �j NAME- -C/ V_ I Section Block Lot I /„�/ FOR BUILDLNG DEPARTMENT USE ONLY'*°` Contact Infonnatiom (,f� 1 I) i tr.rp u-ew - 1. Reviewed By. f. _ _ _ - - - - - - - - - - - - - =3 4t I .i I Date: t { Property Address/Location of Construction Work: _ _ _ _ _ _ _ _ _ _ --- —�— V I/�C'Y✓ fTJ Z. ; — Approved for processing Building Permit. — — ❑ Required. Stormwater Management Control Plan Not r Stormwater Management Control Plan is Required < III (Forward to Engineering Department for Review.) ,i FORM ° SMCP-TOS MAY 2014 r' APPLICANT:_ S C.T.M.�: 1000 iempKfy am.., PtnFneienal,Agene.Coarnetor,aan) — — ap /h CHAPTER 236 ,n`e,�/.� 5-z- 5" Stormwater Management Control Plan CHECK LIST [/ NAME- !�'[�C.iL Section Block Lot C S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. donate: �? * The applicant must provide a Complete Explanation and/or Reason for not providing n C�11 � � � � all Information that has been Required by the following Checkltstl I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Herel show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. JER051" 10 SEDIPAENT CONTROLS c. Existing-Natural&Man Made Features within 500 L.F. wig %A of the Site Boundary as required by§23rr•iV02). a Inc u e d. Test Hole Data Indicating Soil Charactenstics&Depth to Ground Water. A well maintained Construction Entrance, e. Limits of Clearing&Area of Proposed Land Disturbance. f, Existing&Proposed Contours of the Site (Minimum z Intervals) tt g. Location of all existing&proposed structures,roads, Seeding of exposed and/or inaetive semis. driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. d I Location of proposed Sol]Stockpile Areas. k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M.Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater Improvements are sized to capture,store,and infiltrate Cent 1 05 lEngineering at 765 1560 before on-site the run-off from all Impervious surfaces generated by a two(21 inch BacRfill, UK Provii5e Engineerps Certification rainfall/storm event, that the drainage has been installed to Code. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures(e.g.catch basins,trench drains,etc.) d. Leaching-Structures (e. .infiltration basins,swales.etc.) ****FOR ENGINEERIN D PART LY Additional Information is Requi Reviewed& ® Stormwater Management Contr PRO& �I Approved By: - - - — — — — — — — — — — — — - - - -- - - - ' i Stormwater Management Contr n ispp�� t�1�77 j. Date: Z >? /7 l SMCP has been approved by the Enginee�D�part . FORM # SWCP Cl' Lest-T0S MAY 2014 $UILDIhTer DE1P'T. TOWN OF SOUTHOLD / Vq r Tfi ` T Of S 14 Town Hall Annex Telephone(631)765-1802 54375 Main Road ss55-�� 0o2 P.O.Box 1179 G roenriche down south076 n .us Southold.IVY 11971-059 I, o cC[EadE D . 15UI JNGDR'--M WMr JUL 2 7 2017 'P(lWN OF SOUTIHtOLD APPLICATION FOR ELECTRICAL INSPECTION BMDING DEPT. j oLD REQUESTED BY. Date: 7 Company Name: 2 Name: 2 License No.: Address: Phone No.. r •� —G ' `/ f �/� f JOBSITE INFORMATION: ( `Indicates required information) *Norrie: tc c- *Address: S �� *Cross Street: *Phone No.: Permit No.: Tax Map District: 9000 Section: , Block: Lot. i BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) I FIs job ready for inspection: YES/(a 0 Rough In Final ! *Do you need a Temp Certificate; S NO i Temp Information(if n eded) *Service Size: Phos 3Phase 100 950 300 350 400 the New Service: Re-connect Underground Number of Meters Change of Servi Overh � Aldi#ional Information: PAYMENT DUE INiTM APPLICATION f 82-Request for irrspecbon Form �'® ' v r LOO/LOO-d Eb'L# 9VSL LLOZ/LZ/LO 6L06 8E8 Eve 3oIddO an-lo aNwisi ddtt=ldrwo�d pF SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road &4� Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 February 6, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Cedar Knolls 90 Marconi Ave Ronkonkoma NY 11779 Re: Stamidis, 1325 Bayview Ave, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate "4uey' A fee of$50.00. IFinal Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41471 — New Dwelling • Philip O'Mara Nassau Associates, Inc. r- • 550 W. Old Country Road (516) 248-4440 Hicksville, NY 11801 (516) 248-2890 (fax) Title No: STN-45610 Application Date: 01/17/2017 Insurer's No: STN-45610 Insurer: None AMOUNT OF INSURANCE: ESTIMATED CHARGES: Fee Insurance: Fee Insurance: Mortgage Insurance: Mortgage Insurance: Other Insurance: $ 25,000.00 Other Insurance: $ 434.50 Departmental Searches: Survey: Survey Inspection: Street Report• Total $ 434.50 Record Owner: Constantine Stamides and Pamela Stamides Mortgagee: Purch/Mtgor: Premises: 1325 Bayview Ave. (Vacant Land) ,Southold, New York District: 1000 County: Suffolk Section: 052.00 Village/City: Block: 05.00 Town: Southold Lot(s) : 013.000 Note: SINGLE & SEPARATE - $400.00 7/1/1983 TO DATE SALES TAX - $ 34.50 Survey Instructions: Dept. Searches Ordered: Report To: Applicant: Copy to: Muscarella and Tomasone, Esqs. Fred Tomasone, Esq. 1040 Hempstead Turnpike Franklin Square, NY 11010 516-328-1188 Thank you for ordering title insurance from Philip O'Hara Nassau Associates,Inc. If this is a refinance a"nance within ten years, you may be entitled to a reduced premium. Contact this company immediately for details. Please verify the above information and notify us of errors, omissions and required special services. 1 3 PHILIP O'HARA NASSAU ASSOCIATES, INC. THE PARKWAY BUILDING 550 WEST OLD COUNTRY ROAD, SUITE 315 HICSVILLE,NY 11801 PHONE: (516) 248-4440 FAX: (516) 248-2890 January 24, 2017 Muscarella&Tomasone, Esqs. 1040 Hempstead Turnpike Franklin Square,NY 11010 Attn: Fred Tomasone, Esq. Re: STN-45610 SINGLE & SEPARATE Premises: 1325 Bayview Avenue, Southold,New York Dear Mr. Tomasone: PHILIP O'HARA NASSAU ASSOCIATES,INC., hereby certifies to the Town of Southold, that it has caused a Search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, for the period July, 1983 to date, and against the premises described in Schedule"A" as they bear on record title. This Company's liability is limited to Twenty Five Thousand Dollars ($25,000.00) for negligence only. No policy of insurance is to be issued hereunder. PHILIP O'HARA NASSAU ASSOCIAT ,INC. By: / KEVIN T. GALLA E President DATED: 12/6/2016 State of New York County of Suffolk On the 24th day of January, 2017 before me the undersigned a Notary Public in and for said State,personally appeared KEVIN T. GALLAGHER personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose naive is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon behalf of the individual acted, executed the instrument. i e Office of Individual =MORENOMORENOn t /a owledgment Notte of New York064199Qfolk County� Commisptember 24,20 STN-45610 Page Two. PREMISES UNDER EXAMINATION Dist. 1000 Section 052.00 Block 05.00 Lot 013.000 Harry F. Cornils Dated: 9/25/47 , Kurt Petzgchke Recorded: 9/29/47 To Liber 2756 Pg 593 Ernest B. Hazlewood Lillian Hazlewood, Surviving Spouse Dated: 12/30/91 and Sole Heir-at-Law of Ernest D. Recorded: 2/6/92 Hazlewood, a/k/a Hazelwood Liber 11413 Pg 477 To Lillian Hazlewood Lillian Hazelwood Dated: 11/29/06 To Recorded: 12/5/06 Constantine Stamidis Liber 12482 Pg 265 Pamela Stamidis,his wife 1325 Bayview Avenue Southold,New York (Record Owner) PHILIP O' iARA NAS AU ASSOCIAT S,INC. By: 4, U-I ail KEVIN T. GALLt R President DATED: 12/6/2016 State of New York County of Suffolk On the 24th day of January, 2017 before me, the undersigned, a Notary Public, in and for said State,personally appeared KEVIN T. GALLAGHER,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the persons upon behalf of which the individual acted, executed the instrument. i and Office of Individual ;; MARGARET S M0RENO g acknowledgment ���^ Notary Public,State of NewYork i.� � No.01 M06064199 Qualified in Suffolk County M%'� Commission Expires September24,2 I111(111VIIIIIll(Illl(ill lq'IN' 111gllllgll � - Ig SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrumento DSSDS/DDD Recorded.- 12/08/2006 Number of P t:r Pages: 3 At: 02x48:17 PM' Receipt "F s 06-0116266 TRANSFER TAR kbAER: 06-15722._ _ ' LIS$R: D00,,012482.• . r PAGE: 265, Districts Sections Blocks Lots 1000 - 052.00 05.00 013.000 EXAXnMD AIM CHARGED AS FOLLOWS Deed Amount: $151,000.00 Received the Fol;_aming Fees For Above Instrument Page/Filing $9.00 NO�t t Handling $5.00 NO COS $5.00 NO NYS SRM $15.00 NO XA-CTY $5.00 NO SA-STATS ' $165.00 NO TP-584 $5.00 NO Cert.Copies ` $0.00 NO RPT $30.00 NO SCTxd $0.00 NO Transfer tax $604.00 NO Comm.Pres $1,520.00 NO Fees Paid $2,363.00 TRANSMM TAX NORBSR; 06-15722 THIS PAC$ IS A PART OF THE INSTRMMNT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County i I tiatawaa� .r 1 2REM - t 2006 kc 08 0�.41h17 PM ! 1 TOpRENS —Judith A. Pascal®-• —S.ERIc OF Sesta SIFFOLK WAN L DMLM . csmr�r P 265 DTI M-15722 ' t4laracF• - + - nadJllhe�Lpn�t DwdlMagp�tlhsSanp AxatllesJ�Ys� I 4 FEES t Peg/MinBFet I I Bead ft 1.Bmk 7btt 7P-584 —_ 2.Additim9Tes _ Nsicioa ' SabTaLi ' EA-6217(Comb) Sub T-W SPS i EA-521 (Sorel / or M dd R37S.A. TOM TOL bSrO.TAR Comm.of Sd. I 00 Dal U A —Dud may Wim. NmskaTct V�� �— CettlOed Capp TM pmy=W covend by tba mage is_ R8•Cupy Sub Taalat wIR be improved by■a=or um OmaTy / dwd;pz wdy. • a ��— GRAN07MALVES or xo . RNO.see epptawi.te tmtt=abmse oo p w a _ ortbisiasuumtat 'dfo 1000 05200 0500 013000 6 PrtxaysSon Fuad F�T 5 �idoadae Aroomt S Stora R 9!>J A bnaardCPP Ta Due s "� Doe • —Ialtisls %mtt LOW ,tel � 1]uPnpalpOwaeisllLYia4dddrsss ,1,0 RECORD&RETURN TO; TO MUscarella&Tomasolt9,Esqs TO 1040 Hempstead TOM FrarWh Square,NY 11010 R TlOeCom TaRtrmadoa Caxmae Ptt®PO'efaraWaseuAysoa ' 7ItIeIf SrN•attrs - 9 SUFMLK COUMV ReCOrtoING&:ENootes erre F Th6 pia!sots pate ortbs attstbed Off0 mde by. (S OF INSrsU6rE M l.ttmitt HemsMtod - ��a�b5em a s;umted la I SUFFOLK COUNTY,NM YORK. CaaeW*m Sbmkra In the 7bwtabip ar BOUittOlp PmnelsSwM& IndwVILLAOLorBAA(LLTar souncow B(MW 5711RU 9 M'W BEWM OR PRINTED LY BLACK WK ONLY PRIORTO R600RDWOOR IVUMC. (OVER) F I V ' I I ' I I BARGAIN AND SALE DEED THIS INDENTURE, made as of NotremberAnum among LILLIAN HAZELWOOD, having at address at 4976 Srwgtass Lake Circle LcesbuF�, X4749 ("GimUe), and CONSTAN 17NB STAMIDiS and PAMELA STA1r11D1S� havi ed-an address at 143 Harrison Street,Garden City.NY 11530(collectively hereinafter tcferred to as WMESSETH,that Grantor.in consideration of Ten Dollars and othas valuable consideration,the receipt and satiirrency of which hereby are acknowledged.does hereby grant and release unto Grantees and the heirs, executors, adminiaarators. legal representatives. successors and assigns of Orantees forever, ALL that'certain plot, piece or parcel of land. with the buildings and improvements tbercon erected.situate,lying and being in Arshamomoque,in due Town of Southold,the County of Suffolk and the Slate of New York.being mora ; particularly described in Exhibit A anached hereto and made a pat hereof. TOGETHER with all right,title and interest,if any.of Grantor in and to any streets and roads abutting the above described premises to the center lines thereof. DOC TOGETHER wrath the appurtenances and all the estate and rights of Grantor in Q-00 and to said prrnvses. Is.e u BEING AND INTENDED TO BE the sante premises as those conveyed to the ' g.eo• Grantor berain by deed marded In Liber 11413 page 477.The Grantor herein is' the some as the Grantee In deed recorded in Liber 11413 page 477. TO HAVE AND TO HOLD the premises heroin granted urrW Grantees and the heirs, executors, administrator& legal represenottives, successors and assign of Grantees forever, Grantor is the owner of said premhxs. Said ptrmises is not lc=led in an agricultural district Grantor covenants that Grantor has not done or suffered anything whereby said i premises have been encumbered in any way whatever•except as set forth herein. Grantor,in compliance with Section 13 of the lien Law.covenants that Grantor will receive the consideration for this conveyance and will hold the right to receive such I consideration as a tout fund to IreIied fust for the app purpose of paying the cost of the improvement Wm using any part of the total of the same for any other purpose. IN WITNESS WHEREOF Grantor has duly executed this deed as of the date last above written. LILLIANc1 F.1.WOOD STATE OF FLORIDA.COUNTY OF �-AKC SS.: { OnJthe 1-0day of November.2006,before mc-the undersigned notary public, Personally appeared LILLNA 1 HAZELWOOD.personally known to me or proved to me on the ' basis of satisfactory evidence to be the Indnidual whose name is subscribed to the within instrument and acknowledged to me that she executed the some in her capacity,and that by her signature an the instrument,the individual.or the person upon behalf of which the individual acted.executed the h=ttmentiqL,gke (ooh f tt, Fk r;eb_ Notary Public er"a It k7e4rrt-t Hui Sint Welch a�"�i+•_Caam+ialmfDPt4lt,n !���7'ot+7uSohe :,` rq,r=srPs.>W7 Gaya *m� \TptPe XKF py i i 1' i I Title No. STN-41166 Policy No. A75-2676424 Schedule A I All that certain plot, piece or parcel of -land, with the buildings and improvements thereon erected, situate, lying and being at Arshamomoque, in the Town of Southold, Suffolk County, New York, known and designated as lots numbered 49 and 50 on a certain map entitled "Map Showing Subdivision of Property known as Summer Haven, belonging to William G. Herx, near Southold, Suffolk County, New York".-, filed in the Suffolk County Clerk's Office July 5, 1933, as Map #1123. FOR INFORMATION ONLY; SAID PREMISES known as and by 1325 Bayview Avenue Southold, New York i I ( I I I I I i i 1 i STN-45610 Page Three. PREMISES TO THE NORTH i Dist. 1000 Section 052.00 Block 05.00 Lot 012.000 .. r i Clementine Fredrich, f/k/a Dated: 3/29/61 Clementine Buechler Recorded: 3/30/61 To Liber 4966 Pg 335 William Fredrich Clementine Fredrich,his wife Clementine Friedrich, as surviving tenant by Dated: 10/21/77 the entirety of William Friedrich, deceased Recorded: 10/25/77 To Liber 8331 Pg 54 4 Michael Prois Maria Prois, his wife i Michael Prois Dated: 6/21/95 Maria Prois,his wife Recorded: 8/9/95 To Liber 11736 Pg 783 Maria Prois 125 Harrison Street j Garden City,New York (Record Owner) PHILIP OIEORA NASSAU ASSOCIATES INC. I By: C f KEVIN T. ALLAG President DATED: 12/6/2016 State of New York County of Suffolk i On the 24`h day of January, 2017 before me, the undersigned, a Notary Public, in and for said State,personally appeared KEVIN T. GALLAGHER,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. Sign e d Office of Individual =' M S MORENO ' t the knowledgment `. tate of Newyork6064199uffolk Countyh/ tember24,20 i i i lop sms sT11RU 9-lNUST uE'i' moa PALM"CED IN IILACK lNl{ONLY PRIOR 710 RECORDING Olt FU.IM1;. I I AWOLK COUNTY CLERIC2 3 uPN 1173G M783 a[r'�ely►:u 043 Nu mbern( 4qr• . ALserlalA T�"'L nr-£SITAX co'NTY 1043 • eeranrmeN ;,1 � � N Deed IIslarim*WrUillemt DeedlDforippTaxstaatp liecordinKlFlllnpStanps d rate lrill"ree �/_ dltrtyaNehMt. 5 1{4aJt4tp I.Role Tax LSONYMA NoWtbxl Sub Told c� 1.S JAdIL I EA-1317(Ctwmly)—_� Su!Total •�!_� 1� .._. EA-1117(Stak) .�!•_ I TOT.MTG TAX i Ll7.TS.t •� ,-� �� w poal'Cowm_Dual County lid d far AppurlLmtaent_ Cunha.of Lt. �__YO_ �}► - , • 'l'raoskfTas 1 I AM"vik — $s Mambia Tax Cel HIM Copy The properly cavarW by this nlulug4p Is ar will be Improved by 4 ame or two 1tel"copy sub Total. ramdly Jwelltml{only. YiS ar NU 011ier GRAND TOTAL�. It NO,see appruarlald tax clause on is - e✓ pile N srthin luslrvae t. • Red Property Tae SmIce Agency VcrlOradmi 6 TRIe Company luranmat)an a 0 i r.umpany Name - --- 'fLtla Nambe��•--- ytE PAID OYt 7 CuhTO Cheeh_�ChurKe�_ Payer sane as Ii it— Mp ARAtt{ygor At 1.4w )aanNenlnaallsa 1 UR: � FRANKUNBGDAttl,a,y, 1101 • -- — s RBCO1ty eu RETURN TO f y Suffolk County Recording & Endorsemcnt Page This page i'urnis part ut Lite ailtaciled made by: (Dead,iviartkrage,cic.) ai S i 17110 premises herein is situated in s SUFFOLK COUMrY,NEW YORK. U bt MO TOWN or" In the VILLAGE; or HAIM LET or _ 1 - f - I ' I I I I ' i ' I { f e '.••.illblii",M di-P l,r,rii y�a�.,r Wr.!"uM�•seb4NW. ( NO Sr"'S DDI�KT voua tiwYfxatt011a aIttlNN9 TNtajmMuMINT-TM{t Vwoj lMWffgMgU409ti USSDgV WRMONLV. NO CONATION ��ira•ivc g fnl'•�t{R S.S &Y R! �1CIih ."J S�C4[!�731?dC@a KFC' Z4Y*.�'C�f71K MICiMM PR=and MV A PARIS, his wife, both residing at 125 M%MaSM Sea r, G0.MEN CITY, N[W yM 11530 patty of the eat port,and MARIA PWIS, residing at 125 Fes* 7 grfM, i CMy, NM yORK i Arty or the artmd part, ilfraim" i,that the patty of tht first Ipa %eou"ra6om d Ten Ddkm ad other valwble tosaddaeadm pod by the party or the saarcd part,doe,kanby ynnt and nkaae Unto the party of the aeosod pan,the hdn ea or,oawa and sad flea of the puny of the armed put foram, ALL that aerhin pW,piece or proal of bad,with Ihr.WWings and Saha ven=ts thareoo anrtad,ddsat& WAS sad bdAI io tlr Total of Southold, Suffolk Catunty, New York, known and designated as Lata numbered 51 and 52 an a certain map entitled, ^Map i eh-AM eubdivisioa of property knom as R=tmr traven, belonging to William G. rimae. near Suat•,old, Suffolk County, New York". filed in the Suffolk County Clortc's Office July 5, 1933 as Map Number 1133. BEING and intended to be the saape prradeea conveyed to the grantor herein by deed dated October 21, 1977, recorded in the Suffolk County Clerk's Office on October 25, 1977 in Liber 8331, at page 54 i I r I ' I TOGETHER wilt all ti�M fids and Intatea!i<aty,o!the pantl�or the Brat ppuutt o!,in and b soy atrub ad nada s�oi Ore abovadeierlbed ptembr,m tho Hoar liner Unno!•TOGBTHER trhh t!r rto,rtart - atd ail the a,uta and riyhta o1 the party of the em part!a and do raid prtmdaat TO HAVE ANU TO HOLD ter pra>elaea hada ted unto the party of the aecand part,lir nor atkaa,ora and add of the Porti of the a,soad part[oraror. AND Ota patty of the era pan,arptaot,Shat the party of tM ant pact Ira oat dmo ar aolfatad sayOttq� wharaby the uid prwniaaa haw barn rnrennberarl!n any say wlabrtr,except u aOUoeakL AND dha pang o!tlr Arat part,in caatpitaeea whh 8eetloa 13 of tlr 1LU Law.toruron that Oat path a#' ter Aral part wie raaln tba eonetdarnkn far thh ooarayatKe and wW hdd rho ridtt m tot+lN sash aaatid. aratlUs u.trnn hud m be a enc tar ar puryo,a d layhu thr cwt of rho AMA wBl r pymerc 61 rho iwt of Or impnoranmt itetow>t,lai and pa+f m mr towW the aama-fbi The word"pry"aha0 ba mmtraad u U h rad"prtlaa"wtwta the wase at dila iadotan so tagr{rr. WVM=BVM0=K tlr party of Or brat part W duly mcwted thk dad dw dot sod yar first dam Ix taraaxa or; MICHAM PROIS HLRM Prim 4 i I I i I i . I I 11736 K-783 i j as A>R a AtX TteR.ctil111t Q! g WAW a fldl Tess,Cow"Or w � �1 dwd• June I995.b mm i�i9 pmwmg�am" 141CSI m PWIS and yam IMI3 h ar im m to M do bditided dww"V aad vim to no brats to W 6,tadhidrl drat6d V and vibe QIm9md ow •�. .e�.*].�.d me a�pd ffie iong_'C Iman m o,mad�diao�i.Is ads tunong. d Ks•Tbm��.r, - , F arA73 a i■.►Toi<irt cc4fNi4 or / SWIM or N"t*N&cowm cw o- pO2 60 dy of 19 .bafine m� da dw &Y of 79 .been aw i' oD th bit ®des IWOM ad dR ma eod mb.a(pasondly E widwa m t!a lor�ait meq,wAh ayebtt d a �ete�n�aegtafottd,ta6t,baTo�br mf der eat h b,r. : anttq,d#dtpoe aad my do he at Ifo. ie tb.mepomtlm deraihed ehd h lmowe i Is and WAI&eWutrd the(agdec b+eh :tber h to be the iodi+idad 1o,, 61 ad of UM mepotdiaa:tat the ant eebeed duaihed band Wa waded the fetsTtiaB bMt�mti to eaid hudmmat 4 eaeh ottponte no;that 4 wo ao dtet h,told�baaibhT wig,waa Pewml altd mw ANI=d by ardot of dea. the board M dtetttn of tale oetpms estenit Ibt aasst ad that altmd b Wee dasto br 1Ds oder, at tht tame time eabaathtd b acme ar radlneM I' Ilarown sub#I&sub SaCTRW 52 Wtra CO MAW AaAtsae GALST A Acre BLQCk g Tau No. !or 12 Coux"m To" SLTMZ, TC m OF MMEM MICIStFy PaOIS and PAM PECTIS ro PJCM t0 AT T11a RIOUN,of fVJUA Paola Iffi*vrs"(file Insurance Cgrpn Wjw RETURN BY MAIL TO STANpAaO Fwttl oe M TAREWA a w7S M, EMS. Naw Ycmr e0Aa0 op Trna UNOatwatrata 1040 HEMPSTEAD TtlTw= DbtrWW by FRAAA4.R7 SQWW, NSI YC RK No. I1010 aQamrs 111le�eauranoe CprI1O tm 7sp 3 ' i F' 1� I e t - I I • I I i I I RD STN-45610 Page Four. D OAR ® 7 2017 PREMISES TO THE SOUTH Dist. 1000 Section 052.00 101ock 05.00 Lot 014.000 BIDING DEPT. ' Sidney R. Smith Dated: 12/3/57 TOWN OF S®tJTH®LD To Recorded: 12/10/57 William H. Suydam, Jr. Liber 4402 Pg 465 William H. Suydam, Jr. died on 10/26/1959, Surrogates File No. 1088-P-1959, leaving his Estate to his wife Ethel S.. Suydam and his two (2) children Nancy C and Gail C. Suydam Nancy McTeyka Dated: 6/21/84 Gayle Holterman,his wife, Executrices of Recorded: 8/14/84 Ethel J. Suydan, a/k/a Ethel C. Suydam, decd. Liber 9620 Pg 489 To Gus Vasilakis AnThippe Vasilakis Gus Vasilakis and AnThippe Vasilakis,his wife Dated: 8/23/98 To Recorded: 8/27/98 AnThippe Vasilakis as to 98%interest Liber 19138 Pg 621 John Vasilakis, as to 2%interest AnThippe Vasilakis, as to 90%interest Dated: 2/14/08 John Vasilakis, as to 2% interest Recorded: 2/14/08 To Liber 12540 Pg 667 Gus Vasilakis, as to 50%interest Anthippe Vasilakis, as to 50%interest ; Gus Vasilakis Dated: 9/13/15 Anthippe Vasilakis, as tenants in common Recorded: 12/30/15 To Liber 12846 cp 787 John Vasilakis George Vasilakis, as Co-Trustees of the Charlie Trust under Agreement dated September 3, 2015 82 Russell Road Garden City,New York (Record Owner) PHILIP O' NASSAU ASSOCIATES INC. By: l �� KEVIN T. GALLA SIE President DATED: 12/6/2016 State of New York County of Suffolk On the 24'day of January, 2017 before me, the undersigned, a Notaiy Public,in and for said State,personally appeared KEVIN T. GALLAGHER,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual or the person upon behalf of which the individual acted, a ecute the instrument. ign� ffice of Individual MARGARET S MORENO t Ag owledgment 9' Notary Public,State of New York No.01 M06064199 Qualified in Suffolk County Commission Expires September24,20� STN-45610 Page Four. PREMISES TO THE SOUTH Dist. 1000 Section 052.00 Block 05.00 Lot 014.000 Nancy McTeyka Dated: 6 21/84 Gayle Holterman,his wife,Executrices of Recor d: 8/14/84 Ethel J. Suydan, a/k/a Ethel C. Suydam, decd. Lib e 9620 Pg 489 TO us Vasilakis Thippe Vasilakis Gus asilakis and AnThippe Vasilakis,his wife Dated: 8/23/98 To Recorded: 8/27/98 AnThipp Vasilakis as to 98% interest Liber 19138 Pg 621 John Vasil s, as to 2% interest AnThippe Vasi kis, as to 90%interest Dated: 2/14/08 ' John Vasilakis, a to 2% interest Recorded: 2/14/08 To Liber 12540 Pg 667 Gus Vasilakis, as to 5 0 o interest Anthippe Vasilakis, as t 50% interes Gus Vasilakis Dated: 9/13/15 Anthippe Vasilakis, as tenants i ommon Recorded: 12/30/15 To Liber 12846 cp 787 John Vasilakis George Vasilakis, as Co-Tru ees of Charlie Trust under Agreement dat Septembe , 2015 82 Russell Road Garden City,New Yor (Record Owner) PHILIP O NASSAU ASSOCIAT ,INC. s By: VIN T. GALLA Pr ident DATED: 12/6/2 16 State of New ork County of Su olk On the 24th ay of January, 2017 before me, the undersigned, a No ary Public, in and for said State,pers nally appeared KEVIN T. GALLAGHER,personally kn wn to me or proved to me on the ba is of satisfactory evidence to be the individual whose name is subscribed to the within instrum t and acknowledged to me that he executed the same in his ca acity and that by his sign a a on the instrument,the individual or the person upon behalf of ch the individual acted, xecuted the instrument. Si tore and Office of Individual MARGARET S MORENO t acknowledgment - M Notary Public,State of New York ' zK �' No.01 M06064199 Qualified in Suffolk County Commission Expires September 24,2 _ !t I Illlflllllfllllllllllllllllllllllllllillllllllllflllll , - . � � f 111111 lliii llfl fill 1111 • SUFFOLK COUI= CLERK RECORDS OFFICE RECORDING Pam Type of Instrument: DEED, WITH' LIFE ES TAT Recorded: 12/30/2015 -Number of Pages: 3 ((( At. 11:14:28 AM Receipt Number : 15-0181259 TRANSFER TAX NUMBER., 15-15404 LIBER:, D00012846 PAGE: '787 District: Section: Block: Lot: 1000 i052.00 05.00 014.000 - EXAMINED AND CHARGED AS FOLLOWS Deed Amount. $0.00 V • i Received the ,Folloving FeesFFor Above Instrument ' i Exempt- Exempt Page/Filing ! $15.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY ! $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $250.00 TRANSFER TAS NUMBER: 15-15404 THIS PAGE IS A PART OF THE INSTRIIMENT THIS IS NOT A SILL k MMITH A. PASCALE County Clerk, Suffolk County i II f f I I ' I I ' I I � I r RECORDED Number of pages ♦ 2015 Dec 30 11:14:28 nN JUDITH R. KSCALE a-M OF This document will be public 5WOLK Cato record.Please remove all L NW12846 P 787 Social Security Numbers DT!15-15404 prior to recording . Deed/Mortgage lrutnrmeM Deed/Mortgage Tax Stamp Recording/Fling Stamps 3 FEES Page/FBing Fee Mortgage Amt. Handling 20, 00 1.Basic Tax 2.Additional Tax TP-584 SUI)Tow Notation Spee./Asslt. or EA-5217(County) SubTotal Spee./Add " FA-5217(State) TOT.UTC,TAX R P.TS.A Dual Town_Dual County Held forAppointment Comm.of Ed. S. DD TransferTax Afndavft • Manslan Tax CertifiedCopy The property covered by thk mortgage is • or wIR be Improved by a one or two NYS Surcharge 15.00 Sub Total famly dwellIng only. Other YES orNO Grand Total if NO,see appropriate tax clause on paged cfthls Instrument 4 Diselool 15033266 1000 05200 05000140o, s Community Preservau.Fund ReaProperty Taxaervice R SMI A B m Consideration Amount$ AgencyI 19-NOV-t I �U11M04 CPFTa�tDue $ Venricatbn , f Improved 6 Sadsfaetlons/Dischatges0009ses UMPUN Owners Mailing ReetORn&RETLRNTO: Vacant land Brosnan&Hegler,LLP 1325 Franklin Avenue,Suite 335 TO Garden City,New York 11.530 To TO Mad to.Judith A.Pascale,Suffolk County Cleric Title Company Information 310 Center Drive, Riverhead, NY 11501 co.Name www-Qffolkccuntyny.gov/derk Titieo 3 Suffolk County Recording & Endorsement Page- This page forms part of the pttached meed with life estata made by: (SPEOFYTYPE OF INSTRUMENT) Gus Veslakis&Anthlppe Vasilald%as tenants In common, The premises herein Is situated in SUFFaKCOUNTY,NEW YORK. TO In the TOWN of Southold John Vasilakls&George Vask kis,as Trustees of the In the VILLAGE Charge Trust orHAMLETof Southold BOXES MRU 8 MUST RETYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over ,0-bl rCrrs,�g1,M6 •, , "- I , CdNSMTYOUR tAetirER BV!ORE S'G=e T{:S tNSTRUSg.';T-THIS INSTRUMM SHOULD BE USED BY tAWYErts (MY TSIS tIVaENT[JRE mala the 11''taay of two thousand and fifteen. BETWEEN GDS VASR AIDS,and ANTHwpE VASILAIQB,residing at 645 Roxboro Cour%East Mcadow,New York 11554,as tenants in common,party of the first part and MEN VASMA3U.%residing at 23 Paw Ridge Road,Old Brookville,New York 11548 and GEORGE VAMII&MS,residing at 82 Russell Road,Garden City,New York 11530,m co-Ttusteps of the Charlie Trust under agreement dated Sed b.c 3 r .tet ' Patty of the second part, V'rrNESSETH, that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant Bad releasa unto the patty of the second part the heirs or successors and assigns of the party of the secondpart forever, ALL that certain plot piece or parcel of laud,with the buildings and improvements thereon erected, situate,]ring and being in the Town of Southold,County of Suffolk,State of New York,Lots 45,46,47 and 48 map of showing subdivision of property known as open"Summer Haven"belonging to William G. Herx filed in the Suffolk County Clerk's Office on July I5,1933 Map 61133. SAID premises known as and located at 1275 Hayview Avenue,Southold,New Yak. BEING and intended th be the same premises conveyed to the party ofthe first part by deed dated February 14,2008 and recorded in the Suffolk County Clerk's Office on February 14,2008 in Libor 12540 page 667. SAID premises are conveyed hereunder subject to and reserving a life estate to Gus Vasifakis and Anthippe Vasihrkis. TOGETHER with all right title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises m the center lines thereof; TOGETHER with the appurtenances and all the estate and rights ofthe party of the first part in and to said premises,TO HAVE r AND TO HOLD the premises hereinled the ! unto party of the second part the heirs or successors and assigns of the party of the second part forever. AND the party of the fust part covenants that the party of the first pmt has not done or suffered anything whereby the said premises have been encumbered in any way whatever,dxcapt as aforesaid. AND the party of the first pact in compligrtce with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust food to be applied first for the purpose of paying the cost of the improvement and will apply the samB fust to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"parV'shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN XMNESS WHEREOF,the party of the first part has duly executed this deed the day and year fast above written. IN PRESENCE OF; c GUS V ILAKIS t'= •K i ANTHIPPE /SILAKIS r • i • I i i li STATE OF NEWYOret,COMM OF tJ RSA qa- ati: STATE of NEWYoRK cow rY OF NM3 o,'4 as: On thea day of oT r ;;n'7ha year 2015, On the 3+ day of`+pWr, in the year 2015, ` before me,the undesigned,a Notary"Public in and for before me,the undersigned,allotary public in and far said static,personally appeared 'said state,personally appeared GUS VASILAKIS ANTIIIPPE VASILAiGS Personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the persons whose names satisfactory evidence to be the person whose mmme are subscribed to the within instrument and acknowledged is subscribed to the within instrument and acknow- tp me that they executcd the same in their capacities, ledged to me that she exerted(be same in and that by their signatures on the instrument,the prions, her capacity,and that by her signattim on the instrument, or the entity upon behalf of which the person(s)acted, the parson,or the entity upon bdWf ofwhich the executed the instrument person acted,executed the instrument ^ CHRISTINE MURPHY CHRIST_"=l.,URPHY Walar r WAic,State of Now York Notary Public Public zimmofNew Y Notary Public Nc.01MU62t5579 O.A. ,4115215679 Ouatllledd In Nassau County alifiedinNoseauCounty Comm I=Jan.4,211 Comm Expires Jan.4.201 STATE OF NEWYOM COUNTY Or as: STATE OFNEWYORKCOONTTOF ass On the day of 2014,before me On the day of - 2014 ,bcfam me personally came personally came to me known,who,being by me duly sworn,did depose the subscribing witness to the foregoing instrument,with say that he resides at No. whom I am personally acquainted,wbo,being by me dul sworn,did depose and say the ha resides at No. that he is tha of _ that he knows ,the corporation described' in and which executed the foregoing instrument that he to 6 the individual described knows the seal of said corporation;that the seal affixed in and who executcd the foregoing instrument to said instrument is such corporate seal;that it was so that be,said subscribing witness,was present and saw affixed by order ofthe board of dhecrors of said corpora- cxccute the same;and that he,said witness, tion,and the • hrMnged h•• -namo thereto by like order. ' at the same time subscribed h name as witness thereto. Bargain and Sale Deed SEC 0510D WrHCOVFNANrACATNSTGRANTDRSACTS BLOCK 05AO LOTS014.00 GUS VASK AIGS&ANTHIPPE VASIIAAM, COUN T OR TOWN SUFFOLK TO RE URN OY MAIL TO; JOHN VASILAXIS&GEORGE VASn AIQS, as Trustees of the Charlie Trost Brosnan&Meer,LLP 1375 Franklin Avenue,Suite 335 Garden City,New York 11530 4 I I I i I I STN-45610 Page Five PREMISES TO THE WEST f Hashamomuck Pond i PHILIP O'HARA NASSAU ASSOCIATES,INC. By: (34, VIN T. GALLAGH President DATED: 12/6/2017 State of New York County of Suffolk i ti On the 24u`day of January, 2017,before me, the undersigned, a Notary Public,in and for said State,personally appeared KEVIN T. GALLAGHER,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his k signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. ji and Office of Individual MARGARET S MORENO acknowledgment Notary Public,State of Newyork No-01M06064199 Qualified in Suffolk County Commission Expires September 24,2 I f I I f d Page Six. STN-45610 PREMISES TO THE EAST Bayview Avenue PHILIP O'HARA NASSAU ASSOCIAT S,INC. By: ° (-3qg 1 VIN T. GALLAGH President DATED: 12/6/2017 State of New York County of Suffolk ON the 24"'day of January, 2017,before me, the undersigned, a Notary Public, in and for said State,personally appeared KEVIN T. GALLAGHER,personally known to ne or proved to me on the basis of satisfactory evidence to be the individual whose naive is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity an that by his signature on the instrument, the individual or the person upon behalf of which the individual act , executed the instrument. Si, ature and Office of Individual MARGARET S MORENO t n the acknowledgment � Notary Public,State of NewYork' No.01M06064199 Qualified in Suffolk County Commission Expires September 24,2 SURVEY OF LOTS 49 & 50 MAP SHOWING SUBDIVISION OF PR OPER T Y KNOWN AS SUMMER HAVEN BELONGING TO WILLIAM G. HERX FILE No. 1123 FILED JULY 5, 1933 SITUATE �� ARSHAMOMOQUE ��O TOWN OF SOUTHOLD PROPOSED STAIR SECTION SUFFOLK COUNTY, NEW YORK SCALE 1" = 10' S.C. TAX No. 1000-52-05- 13 SCALE 1 "=20' +27' STAIRWAY APRIL 7, 2015 JUNE 29, 2016 REVISE PROPOSED HOUSE 6' PLATFORM JULY 26, 2016 ADD PROPOSED BEACH STAIRS SEPTEMBER 29, 2016 REVISE PER HEALTH DEPT. NOTICE 4' STEPS OCTOBER 25, 2016 REVISED PROPOSED HOUSE 12 TOTAL LOT AREA = 10,317 sq. ft. (TO TIE LINE) 0.237 ac. 10 I S UPLAND AREA = 10,044 sq. ft. I d 0.231 ac. G 6 2 UTO AREAOT CO VERAGE C/ 0 Li 4" x 6" x VAR. LENGTH SUPPORT POSTS DESCRIPTION AREA % LOT COVERAGE F� PROPOSED HOUSE goo 0& COVERED PORCH 1 ,225 sq. ft. 12.2% y _ Eq o PROPOSED DECKS 296 sq. ft. 3.0% o D Z PROPOSED OUTSIDE W N SHOWER 24 sq. ft. 0.2% a 1 o 71 o X o TOTAL 1 ,545 sq. ft. 15.4% M D FocF o 0'1 NOTES: 9GF�F X0 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X" \ Gs EXISTING CONTOUR LINES ARE SHOWN THUS: - - -XX- - - Fs°� PROPOSED CONTOUR LINES ARE SHOWN THUS: rX 0 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. <p FF V G0, FP 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCERATEMAP No. 36103CO159H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED o1S r'S C� ta �L sp �O� ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL o I g �( CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT Q cry � ,� •p O R' 9 �� 7.3 1 °• Q, p'. OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; X 4 �r ��FF � � AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. N SZ, J��ye �Q a F \ 4. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,200 GALLONS. ti0 d /o X a X 1 TANK; 8 DIA. 4 LIQUID DEPTH 5. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.________...___.._, 6 LEACHING GALLEYS, 2' DEEP (8.5' x 4.75') PROPOSED 50% FUTURE EXPANSION GALLEY X O ,�i/o' ���� t -77 - ER , j'P � C, +� `A1 1% oho �`� >k ° ��\�� �s \ PROPOSED 8.5 long x 4.75 wide x 2 deep LEACHING GALLEY .40 Id. PROPOSED 1,200 GALLON SEPTIC TANK S .I. a OQ. a O %�y 0 ° �� TEST HOLE DATA K\` S, 1 .• . ? �Q�p-( 'I ' 6. APPROXIMATELY 200 cu. yds. OF CLEAN SAND FILL TRUCKED IN FROM AN UPLAND `S�O� :' :;::: ;: D OR.i�,y" '.'a /�'. ��� O FFs (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 10, 2015) J �. SOURCE SHALL BE NEEDED. J5� s v o, ( .. p QQ �� �G EL. 6.7' Q' 7. AREA OF NON-TURF BUFFER IS 500 sq. ft. c0 �O �:.' O�V�'::::::::. /!� 4 ° �' DARK BROWN LOAM OL y� o, \ I /�... 8j �e..�(nP"....:...:.... . s ,. AREA OF DISTRUBANCE IS 7,485 sq. ft. p /K .. ... C �:..........'..._....... \� 0 �'•::':.. d c BROWN SILT ML J X `. `:'.L �ti.:. . .'../'" 9 �•� 000��^F F �,y� EXCAVATION It v ECTION l®N 9.: .:�":� 74 �, �� P¢ti :'.:::::'::::.,.... 4,� FOR SANT I ,Y SYSTEM.. pv ^ �j•pyy �r \� \ ".:.1�.'.: ..:` P`� ........ / �Q B H � S T� t3 ". At1 I f.5 1�i 1 BROWN FINE TO COARSE SAND SW X .. „...... @ Fen \ C / S \ \ /O �Z Y�� C4 EL. 1.6' 7.1'.. 1_3 _ �.: o '0 y �U,•C�..^� .L .31 7 OLs':ar;,�,:Er'�T C�[ r'L►1, E[?VtC 6 OQ ° 8_5 r �l�� y d , y, �� w1 ,,i , r rq+ t ►" WATER IN BROWN FINE �� ^ ` X ` \O �s n;71 F-�T' n� C 1 7 TO COARSE SAND SW DRAINAGE SYSTEM CALCULATIONS: o g r S Eye'..... . ., Or �.0.��T �c,r©ri r:A ��°, �J���� ` o�O ,� G� �$ :� ' C_i ...'"sa : F.'Ie J1:3i iiC�ONLY ROOF AREA: 1,175 sq. ft.- 1 ,175 sq, ft. X 0.17 200 cu. ft. •%��� OQOr� Q P �' �� Soo OZ ��` S 14 200 cu. ft. / 42.2 = 4.7 vertical ft. of 8' dia. leaching pool required Q��V­+(o ` I �o�, ��� �' o�J�vc �,SStiQ,�� I/�3/7 �� O j' PROVIDE 2 8 dia. X 3 high STORM DRAIN POOLS \\ !\�• X 'o �5e I05� ' � ®i,;' ` 1 L t IQ��'j�i'0�°�_ ( ) 9 \ \ �� �p�o ti J� t1`,�, DRIVEWAY AREA: 1 ,200 sq. ft. \�II, ° ^ '• ••.� /�o`�>� �O G����4 E'0s r+96tat►tUt.10� �13c::E<OOi.95 1,200 sq. ft. X 0.17 - cu. ft. 204 cu. ft. / 42.2 = 4.88 vertical ft. of 8 dia. leaching pool required yo r \\ < \ • �� �' "`�'E�'E.�.i19 FROtM ©4TH'=, OF APPROVAL ti�tiF I EXPIRE. THREE ' PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS CP \\���\\ �• XLID ��°2'Y�p��\ �\A �`\ �• � �� �C�' ��F, �r.tnt�,'r•r ,t.., /'��^�,.7....pl.., •�•�.,;>. �r;,./•cIt t}s"' ° \ \ 1 % ` OQ �j �FLPJc�F. �6`3v66i .L.. w"J 6,t1::1't.(15`t.��tlls.v. 14x,,,l..etIISL.�e V } s u� ''s \n\ r �•1)O L S,us 1f 17 P. �. FZJ".CERT1i Irv,PIT 10tI O �� fit, \ \\ \�°� X ��� G 1'0�ti•''""X:�l ;'I �ti ;3 �^:�)C�1;:sTR iCTION .p�3 �' \ 1� � caro Oi..� v \ �I c' �2� " 1' 410- n� �F 02 PREPARED IN ACCORDANCE WITH THE MINIMUM °Zs�`� J Vu'�:sr Line(7) MUST Be Inspected By Tl� �F `9�s Suffolk Caur,.ty [),Opt. Of Health Services. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND ROVED AND ADOPTED C�•. 6�++ n /n� t q �, FOR SUCH USE B NEW Y(11�haSTATE LAND �✓r'3il V52-�%�lf, Hours In Advance,I1C�, �� TITLE ASSOCIATI .�4('�Q � 9%, } ��° y�F�ti To Schedule Inspection(s). f, � E tAF o PROPOSED CONC. RETAINING WALL DETAI ;' °' 0� C1 0'A � AJ` (NOT TO SCALE) I fie• HOUSE PROPOSED SEPTIC SYSTEM DETAIL �i ?tq;/ ;, FlNISHED GRADE f -1 F.FL Q (NOT TO SCALE) y t ,.-,.?;' > G.FL.. 10.0' •.. FINISHED GRADE FINISH GRADE •'t �'•" i 'p u ELEV. 9.0, ELEV. 9.0' No.4 RERoRIa\V' _ �� V• ... • 0 2'O.C. TOP EL. 8.0' -1' MIN. TOP EL 7.2 ' 1' MIN. No.4 REBAR MIN. 4' DIA. 6" \�T,���, 0213 �O ""x57 s 2'o.a .,N• FlNISHED GRADE V SEPTIC LEACHING 3' CLEAN APPROVED PIPE TANK APPROVED PIPE GALLEY LEACHING N SAND _ '4,�r OF t1 �'v INV.�4, min. PITCH 1/4•/1' min. PITCH 1/B'/1' INV. EL. 6.4' GALLEY {o COLLAR a 'aY1J ' N.Y.S. Lic. No. 50467 MEMBTWIE WATERPROOFING INV. EL. 7.0' IM/ EL AE�snM. SEPTIC SYSTEM SIDE : .@'-.2..:� I~-8.5'�-►� Zu - UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin u BOT. EL 4.7' GROUND WATER TO THIS SURVEY IS A VIOLATION OF I ELEV. 1.8 EDUCATONSECTION 2LAW.09 OF THE NEW YORK STATE SEPTIC TANK (1) Land Surveyor No.3 RERAR a tz• � � COPIES OF THIS SURVEY MAP NOT BEARING D.C. �' . 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. LEACHING GALLEY (6) THE LAND SURVEYOR'S INKED SEAL OR 1 TANK; 8' DIA. 4' LIQUID DEPTH EMBOSSED SEAL SHALL NOT BE CONSIDERED •2+ 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 250 Bq ft SIDEWALL AREA. TO BE A VALID TRUE COPY. I y 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF AND A BOTTOM THICKNESS OF 4". 6 GALLEYS; 2' DEEP, (8.5'x 4.75') Successor To: Stanley J. Isaksen, Jr. L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) CERTIFICATIONS INDICATED HEREON SHALL RUN �' ,A• 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. No.J REBAR a te•D.C. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). IS PREPARED, AND ON HIS BEHALF TO THE ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 3'-0• 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-03213 SURVEY OF LOTS 40 & 50 --� MAP SHOWING SUBDIVISION OF PROPERTY KNOWN AS SUMMER HAVEN BELONGING TO WILLIAM G. HERX FiLE No. 1123 FILED JULY 5, 1933 SITUATE r ARSHAMOMOQUE r �r ' ,0 PROPOSED STAIR SECTION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1" = 10' S.C. TAX ' No. 1000-52-05- 13 C SCALE 1 =20 -�27' STAIRWAY 'rfR IL 7, 2015 JUNE 29, 2016 REVSE PROPOSED HOUSE 6' PLATFORM JULY 26, 2016 ADD PROPOSED BEACH STAIRS 4' STEPS TOTAL LOT AREA = 10,317 sq. ft. (TO TIE LINE) 0.237 ac. 12 UPLAND AREA = 10,044 sq. ft. 10 0.231 ac. S XISTING GRAD 6 - 4 TOITarAio ARLEOT Co o ERgAGE z o DESCRIPTION AREA % LOT COVERAGE 4' x 6" x VAR. LENGTH SUPPORT POSTS PROPOSED HOUSE 1,150 sq, ft. 11.4% --1 u0, sus GAF o o PROPOSED DECKS 326 sq, ft. 3.3% PROPOSED OUTSIDE SHOWER24 sq, ft. 0.2% o X x c TOTAL 1,500 sq. ft. 14.90% oz � o �Fa� a NOTES: � G 1 . ELEVATIONS ARE REFERENCED TO N.A.V•D. 1988 DATUM, 1h EXISTING ELEVATIONS ARE SHOWN THUS: `p EXISTING CONTOUR LiNES ARE SHOWN THUS: - - -XX-- - \��. X PROPOSED CONTOUR LINES ARE SHOWN THUS: ----� • '��� t AGo `�rfi 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD � Gn P OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. kp �9�F� 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103C0159H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL �g1 ��o < 4 � ��, O. � CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT a�� ��° s� , X yo FF OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. tiO ,, 4. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS.%�'� 'o, X `./• 1 TANK; 8' DIA. 4' LIQUID DEPTH X10 + �o + '.� 5. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. s�y :�o . -• 6 LEACHING GALLEYS, 2 DEEP (8.5 x 4.75') moo+ sow X _ --• <X/ PROPOSED 50% FUTURE EXPA,NSiON GALLEY 9 - PROPOSED 8.5' long x 4.75' wide x 2' deep LEACHING GALLEY ''• �b . = : i'4.No o� O PROPOSED 1,200 GALLON SEPTIC TANK s v t'•' • '• '•' e`• P� 1 �oP� , 9 / ...... :. :• °Q � �`'A a �O � TEST HOLE DATA 6. APPROXIMATELY 200 cu. ds. OF CLEAN SAND FILL TRUCKED IN FROM N J� s "' "" 4;•;. �` (JEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 10, 2015) Y A UPLAND 110 0 `: -(' : : :...:.: :.. : ,.. • 4 D SOURCE SHALL BE NEEDED. cu c'Oy SQA �, f �j. ' :: P P` ` DARK BROWN LOAM OL 7� AREA OF DISTRUBANCEUISF 7,485500 sq. ft. ¢ 0 .....:::.:.:::.... q 2 �� p rF O. BROWN SILT ML J V 'C f i 3. 4 l s BROWN FINE To COARSE SAND SW n y� X 'G WATER IN BROWN FINE To COARSE SAND sw DRAINAGE SYSTEM CALCULATIONS: VIP �a ROOF AREA: 1,150 sq. ft. ' �` i 150 s ft. X 0.17 = 196 cu. ft. „J s� 0`� y�a��v�� Zia 14, q. 196 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required Az � el o oy� Jy�,s �I Asl QA PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS DRIVEWAY AREA: 1,300 sq. ft. \aO,zh`� .1t� 1 r G�,�Y1tY 1,300 sq. ft. X 0.17 221 cu. ft. Q,� 221 cu. ft. / 42.2 = 5.3 vertical ft. of 8 dia. leaching pool required PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS •o 3r,, �1 ♦ S APPROVED AS PER TEW4S DO ♦� AND C01\01TIONS OF PEi INIIT I P. �1 -b�ykG,/000 o/ DAVE i 0 F� v 0 � F O� ��J• 4- `��1' PREPARED 1N ACCORDANCE WITH THE MINIMUM oyp� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED FOR SUCH USE BY THE NEW YORK STATE LAND o,y BY THE L.i.A.L.S. AND APPROVED AND ADOPTED 'rQ TITLE ASSOCIATION. PROPOSED CONC RETAINING WALL DETAIL (Nor to WA4 or- nN'SnEO CRAVE I----i HOUSE PROPOSED SEPTIC SYSTEM DETAIL a�(� �0 F.F .� G,FL.. 10.0-0 (NOT TO SCALE) P J `I I� T i N FINISHED GRADE FINISH GRADE •, ELEV. 9.0' ELEV. 9.0' :� v ' Na 4 R(44R LLL{{{ 70P EL. 8.0' ^'--1' NIH, TOP EL 7.2 ' •�1' MIN, >.{�:`'"I" ��Z• + MIN. 4'ora 6' f e 2O.C. .P•• rnMHto CRATE SEPTIC 7 APPROVED PIPE TANK AAPROVED E LEACHING LFi(CHINC r, 3' CLEAN rr ,,•.fit t INV. EL. GAU. SAND r;,.�.,.,•r) SCP1K STSTL31 SIDE •, 7.4' min. PITCH 1/4'/1' W. EL. 7.0' mi PEI'TLCH 1/8'/1' GALLEY �` •:^•• �• u[u�w rA�RaRaory c : INV. EL 64' COLLAR (. '' �-6'-� 6.5' ;' .�'-?�-f I'�_B.s'�-•f .�� •i;. � � O N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Tedi Corwin l l l b BOT. EL 4.7' GROUND WATER TO THIS SURVEY IS A VIOLATION OF SEPTIC TANK (1) ELEV. I.S. SECTION EDUCA7lON209 OF' THE NEW YORK STATE N..3 MW O 12• ' ' COPIES OF THiS SURVEY MAP NOT BEARING Land Surveyor '• r 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. 1 TANK; 6' DIA, 4' LIQUID DEPTH LEACHING GALLEY (61 THE LAND SURVEYOR'S INKED SEAL OR n 2 ., •*' '• a r 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pea AT 28 DAYS. EMBOSSED SEAL SHALL NOT BE CONSIDERED 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 250 eq ft SIDEWALL AREA TO BEA VALID TRUE COPT. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 6 GALLEYS; V DEEP• (8.5'x 4.75') ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 400 psi• ( ) CERTIFICATIONS INDICATED HEREON SHALL RUN Y J. ;' '• 4.ALL JOINTS SHALL BE SEALED 50 THAI THE TANK IS WATERTIGHT, Z. LEACHING GALLEYS ME TO ID CONSTRUCTED OF PRECASTREINFORCED CONCRETE OR EQUAL ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Joseph A. Ingegno L.S.L.S. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Na 3 RmAA a is'Oz. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE of ft/4') 3. ALL COVERS SHALL BE OF PRECAST REINFORCEp CONCRETE (OR EQUAL). ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PFA GRAITL IS PREPARED, AND ON HIS BEHALF TO THE e'e' 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL DE MAINTAINED. 5.AN 8' min. DISTANCE BETWE M ALL BETWEEN LEACHING NOOLS POOLS WATERAND LIN �BSHALL MAINTAINED. TITLE TiTLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, iF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN-ARE NOT GUARANTEED, Jamesport, New York 11947 Jomesport, New York 11947 3 -Q32A . . SURVEY OF LOTS 49 & 50 MAP SHOWING SUBDIVISION OF PR OPER Z KNOWN AS SUMMER HAVEN BELONGING TO WILLIAM G. HERX FILE No. 1123 FILED JULY 5, 1933 SITUATE ARS SIAM O M 0 Q U E ---- - TOWN OF SOUTHOLD �=__-�==--------- -- SUFFOLK C0UNTY, NEW YORK t —_---- —� S.C. TAX No. 1000-52-05- 13 SCALE 1 "=20' APRIL 7, 2015 JUNE 29, 2016 REVISE PROPOSED HOUSE JULY 26, 2016 ADD PROPOSED BEACH STAIRS SEPTEMBER 29, 2016 REVISE PER HEALTH DEPT. NOTICE OCTOBER 25, 2016 REVISED PROPOSED HOUSE JANUARY 27, REVISE MAP FOR TOWN STORM WATER MANAGEMENT EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, TOTAL LOT AREA = 10,317 sq. ft. Wire Backed Silt Fencing, stabilization& (TO TIE LINE) 0.237 ac. Seeding of exposed and/or inactive soils. UPLAND AREA = 10,044 sq. ft. 0.231 ac. DRAINAGE INSPECTIONS ARE REQUIRED TOTAL LOT COVERAGE Contact TOS Engineering at 765-1560 before UPLAND AREA = 10,044 sq. ft. Backfill, OR Provide Engineer's Certification DESCRIPTION AREA % LOT COVERAGE that the drainage has been installed to Cod �— PROPOSED HOUSE 1 ,225 sq. ft. 12.2% FLOW & COVERED PORCH APPROVAL OFSTORMWATERMANAGEMENT PROPOSED DECKS 296 sq. ft. 3.0% CONTROL,PL4N - n d C er 236 PROPOSED OUTSIDE 24 sq. ft. 0.2% Date: /7 n SHOWER Approv dbY TOTAL 1 ,545 sq. ft. 15.4% 4 X 6" TRENCH \/ W/ COMPACTED NOTES: BACK 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx.x -'NCH DETAIL EXISTING CONTOUR LINES ARE SHOWN THUS: — — —XX- - To XX-- TO SCALE) - - - - - PROPOSED CONTOUR LINES ARE SHOWN THUS: 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSUR*ANCE RATE MAP No. 36103CO159H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED 'OCKPILING OPERATIONS ZONE X : AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL .E. CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ;TOCKPILE SHALL BE 2:1. OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; SOIL STOCKPILING, EACH AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ED WITH EITHER SILT THEN STABILIZED WITH 4, MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,200 GALLONS. 1 TANK; 8' DIA. 4' LIQUID DEPTH OR LESS 5. MINIMUM LEACHING SYSTEM FOR 4. BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 6 LEACHING GALLEYS, 2' DEEP (8.5' .x- 4.75') PROPOSED 50% FUTURE EXPANSION GALLEY PROPOSED 8.5' long x 4..75' wide x 2' deep LEACHING GALLEY 4 •V O PROPOSED 1,200 GALLON SEPTIC TANK V 6. APPROXIMATELY 200 cu. yds. OF CLEAN SAND FILL TRUCKED IN FROM AN UPLAND SOURCE SHALL BE NEEDED. 7. AREA OF NON–TURF AREA OF DISTRUBANCEUE8 S 7,45 500 f ft. . STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE. CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS MWATER UNIT - OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ZAFFIC BEARING) DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SCALE) TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE OR 6" THICK REINFORCED CONC. COVER SCREEN IS REMOVED. k. ELEV. 8.5-9.0 1'-0" 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, (max.) A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT — PIPE FROM ROOF GUTTERS SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 3. SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS '-0" NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED CRUSHED 3/4" — 1-1/2° STONE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE ALL ARouNd OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES :HINc alNcs SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED CED PRECAST CONC. UPLAP' -OCATION BEFORE THE BALES THEMSELVES ARE REMOVED. PSI ® 28 DAYS ,-O. 4. STRA� -_.ALES SHALL BE RECESSED TWO TO FOUR INCHES INTO T GROUND. �. (min.) 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INT',., .,HE GROUND. --uir-1 I C CUAI 1 12G' INICTAI I F-n Gs, j0 9>� �O � 'OG VV O FOp LQ�, �9�F'A F O.N Z T Q9LF�fFy � P�� l LO X • � r . noti�;° +R' ��ZF�A L3r sof �O moo, ZG "S O yF�'yt"°o X lV oc Q e�J �1 .& *F 0) ��c�To+ S a) X-U19 O .•�, 40 010 A ��S � /. .l '.•'•.:�••. �Q�-( �° . / n 1 .` !'� SOS 1 Q' O .. : col, 10 o� \ X ., :._ C 'y 'J �0 8.5 $.4x��� .moo QY� ` ��( .iF 4 0• Q���¢�\'Y �9 o� /�S�vi yO�0y1�iJ JG SPG �t�Sy�.i"�S \\\�! \•. f/ /XVa II x \ _ g CP x 4k \90 1 SOD 10 106 O 2 G s OM VTJI op Oo� o`�Gti ' o `'o OPOSED CONC. F TEST HOLE DATA (NOT .___ .._. ..•... .... ........urn ncncn,ceinr nia rCpPitAGY in gnir,) —gwrn camr PROPOSED STAIR SECTION SCALE 1" = 10' SURVEY OF /� (� +27' STAIRWAY LOTS `� cJ & 50 MAP SHOWING SUBDIVISION OF PROPERTY PLATFORM KNOWN AS SUMMER HAVEN 4' STEPS BELONGING TO WILLIAM G. HERX FILE No. 1123 FILED JULY 5, 1933 �0 12 - - -...- - - ---- - SITUATE _ _ _ 0-,0 10 =- --..___..___._.-_........_ _ ------------- _ ------- 8 - _ ARS HAM 0 M 0 Q UE ..._------------------------------- -- ..._......_.-...._..- $ - TING-GRADE_... -- ------- .. _..........__...... - 6 --- --_ ------ --- TOWN O F S O U T H O L D ORK4 __ _ -...... SUFFOLK COUNTY, NEW YORK 4 - - ---..._..__._...___........._ -- - 2-05- 132 -.. - -_--_ S.C.. . . --------------------......._.__...........__...... ..... _ ------ -...... 0 -- -------------------__............ SCALE1 "=20' 4" x 6" x VAR. LENGTH SUPPORT POSTS APRIL 7, 2015 o a JUNE 29, 2016 REVISE PROPOSED HOUSE JULY 26, 2016 ADD PROPOSED BEACH STAIRS o o SEPTEMBER 29, 2016 REVISE PER HEALTH DEPT. NOTICE U) _ '' m OCTOBER 25, 2016 REVISED PROPOSED HOUSE n = o CD Z JANUARY 27, REVISE MAP FOR TOWN STORM WATER MANAGEMENT O D 0 ' ZmJ z mD > TOTAL LOT AREA = 10,317 sq. ft. o (TO TIE LINE) 0.237 ac. 0 3 UPLAND AREA = 10,044 sq. ft. 0.231 ac. <<� STEEL OR WOOD U�AND ARETAL A COVERAGE EXTRA STRENGTH FILTER FABRIC POST (TYP.) q• 0' �G REO'D. WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX.) 9J STEEL OR WOOD POST DESCRIPTION AREA Y. LOT COVERAGE FP 10' MAX. O.C. SPACING W/ WIRE SUPPORT FENCE FLOW PROPOSED HOUSE 225 sq. ft. 12.2% Q 6' MAX. O.C. SPACING & COVERED PORCH W/0 WIRE SUPPORT FENCE PROPOSED DECKS 296 sq. ft. 3.0% T. //��` ' •:`'.. FLOW PROPOSED OUTSIDE j\\jj\\jj SHOWER 24 sq. ft. 0.2% ' / //�� TOTAL 1 ,545 s ft. 15.4% - Foc 9�F . ATTACH FILTER•FABl' SECURELY �\ '\\ \�/\_�\ q' �° o pts \ f <• !• \ •' TO UPSTREAM SIDE OF POST 4" X 6" TRENCH W/ COMPACTED NOTES: BACKFILL SILT FENCE DETAILS 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM G NOT TO SCALE EXISTING ELEVATIONS ARE SHOWN THUS: xx.x sFs°� TRENCH DETAIL EXISTING CONTOUR LINES ARE SHOWN THUS: - - -XX- - - X oGF4 NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER PROPOSED CONTOUR LINES ARE SHOWN THUS: �a EACH STORM EVENT AND 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD P 9l. SEDIMENT SHALL BE DEP OREMOVE SEDIMENT WHEN NECESSARY. REMOVED SITED TO AN AREA THAT WILL NOT ALLOW CID FF F� OFF-SITE TRANSPORT. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. o 3. FLOOD ZONE INFORMATION TAKEN FROM:o�o�+ o�'p �o k FLOOD INSURANCE RATE MAP No. 36103CO159H 4, /o. A c'O Gj� 8.4\ ' ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); lA`y9 f g p� NOTES: BASE FLOOD ELEVATIONS DETERMINED G� TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1, AREA CHOSEN FOR STOCKPILING OPERATIONS 1S IOI g + oroF O �' ��`� REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL Q,4 A ��14 1 moo, '0 �`�P� TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT Q1 G F l l 9 �� 7.3 © G Gp �� 11� �� �P ,� c ti F o r ' \� VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING EACH OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; sP�qyOy �z y PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT eJ s,� F °� STABILIZATION MEASURES SELECTED SHOULD BE AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. F�� �?':•:' ::::: MEASURE(S) FENCING OR STRAW BALES, THEN STABILIZED WITH vS�y O� �Q O �2c�~ \ ".' APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 4. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1 ,200 GALLONS. AND REQUIRED PERIOD OF USE. X 2 SLOPE OR LESS 1 TANK; 8' DIA. 4' LIQUID DEPTH 179' s 6, icy / �7 °� . a` `I' `i' `I' `I' 1 5. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. STABILIZE ENTIRE PILE O R •:' :. .' WITH VEGETATION OR COVER 6 LEACH-HYING GALLEYS, 2 DEEP (8.5 x 4.75') X !y k. PROPOSED 50/ FUTURE EXPANSION GALLEY �. ; �, �, �, J/ N, J, �, N, PROPOSED 8.5 long x 4.75 wide x 2 deep LEACHING GALLEY 'S' va..Z 4': r to ; ,r.P. .. ti. s o Q a i oLF J/ \l/ \l/ \i/ �•5.0 •.• I. O PROPOSED 1,200 GALLON SEPTIC TANK ' S ^ *z . .... s- Ik P ,� ..4 �,,s, �Q /� 6. APPROXIMATELY 200 cu. yds. OF CLEAN SAND FILL TRUCKED IN FROM AN UPLAND oJS� X3 ILI s s \, o, o.. Q�O��\ �I ti a �� s .1, .t, �t/ .t/ �t/ .� �:��-(��•��• :�::: G SOURCE SHALL BE NEEDED. o p:: p¢ .:::: : :: ': .� �� oG I /1':': ':':'. �0 ..�( P` ... .: .../� GP �, �, �, �, �, �/ �, 7. AREA OF NON-TURF BUFFER IS 500 sq. ft. G� o2F F� 1 ,�`' i 2�P¢i�jOQ AREA OF DISTRUBANCE IS 7,485 sq. ft. Q mac( f* /'' U` �k �i� N N.J::.. .. .:: ... fij'� CCN' ti'.: :::.::/_:.:.... oPo �y - \ �¢ti .::.:.. 9 o �a� STORMWATER MANAGEMENT NOTES: STRAW BALES OR SILT FENCE .':''y''' p ''S� �'� SOIL STOCKPILE 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION �c X " tx �SOG MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING s \ \ o �� 5 �`Yq�C < aPy� (NOT TO SCALE) AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. �. o c 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, r7 o/ Fc A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING �<'° { AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. �.4X �G 50' MIN. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS e�� 10.0 x\ ^� OC, \o �S y OR TO BE SUFFICIENT TO TYPICAL STORMWATER UNIT OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL o� s Z KEEP SEDIMENT ON SITE (TOPS TO BE TRAFFIC BEARING) DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS o�.,C��,`��0� HAY BALES AND/OR (NOT TO SCALE) TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ® r`t C / I Z P > SILT FENCING GRATE OVER Q P �' c a DRAINAGE BOX CAST IRON IN FRAME & COVER (FLOCKHART #63518 TYPE 6840) SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE \F-� Q ` S o Q� NtJC' P� �j RIM EL. 8.5' FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER Z NI SCREEN IS REMOVED. C' 1� 0 8" TRAFFIC BEARING SLAB ELEV. 8.5'-9.0' 1-0" X �+ y� w (max.) 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, V P4o 'o�� J��5e�10 1 j�$� qc A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL • - ��' o \y BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT \Q�g c�� fj Q I - PIPE FROM ROOF GUTTERS w � - �.�¢ �O �S X44 0 --------------- INV. EL. 6.7' INV. EL. 6.3' SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ,� d. \�0 �� G ,S�S ao B'-o^ SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ycS�y \ xx\ - \ Q.� Q NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED CRUSHED 3/4^ - 1-1/2" STONE ALL AROUND AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \\ � '.'.'+' / sp I OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES +9AA \ \\ o LEACHING RINGS SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED - ��/� REINFORCED PRECAST CONC. °y�� \\\�♦ +. s X� ,, �c�, HAY BALES AND/OR 3._O. 4000 PSI ® 28 DAYS 3,_0" UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. + 1 'i �a Ci, SILT FENCING 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. c< W'F, (min.) 4" (min-) ' \ G - ,0.2 �y F o�� 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. �' p �ti PLAN VIEW 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED 0 �� �I1, \ \g„ � X �.� ci o.. ON THE PROPOSED RESIDENCE. E 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. y o. ,0 ��' \ DID 91�y+ C.) coot B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS � + 'G ROAD EXISTING GRADE � G, � �,pRGROUND WATER OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF `I �� DRAINAGE SYSTEM CALCULATIONS: FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. °y o2� HAY BALES AND/OR 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE F GF SILT FENCING \ °c F �* o CONSTRUCTION ENTRANCE BASE OF ROOF AREA: 1 ,175 sq. ft. SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW COMPACTED 3/4" STONE BLEND 2 IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO DAYS OF OR N.Y.S. D.O.T. APPROVED R.C.A. 1,175 sq. ft. X 0.17 = 200 cu. ft. ) FILL TO 18" MIN. ABOVE EXISTING FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, �O 02 n0� J GRADE TO ALLOW FOR DRAINAGE 200 cu. ft. / 42.2 = 4.7 vertical ft. of 8 dia. leaching pool required �, �s WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE S<l CROSS SECTION PROVIDE (2) 8 dia. X 3 high STORM DRAIN POOLS VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO ` oT 9tis TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING G �r TEMPORARY CONSTRUCTION ENTRANCE DRIVEWAY AREA: 1 ,200 sq. ft. o PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION NOT TO SCALE) 1,200 sq. ft. X 0.17 = 204 cu. ft. AND GROWTH. oc ( 204 cu. ft. / 42.2 = 4.8 vertical ft. of 8 dia. leaching pool required 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA o° PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER 's THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF PROPOSED CONC. RETAINING WALL DETAIL OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO TEST HOLE DATA (NOT TO SCALE) THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, EINISHEo cRABE FFL130 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 10, 2015) T"1 . 0PROPOSED SEPTIC SYSTEM DETAIL OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) EL. 8.7' O• ! G.FL.. 10.0 FINISHED GRADE FINISH GRADE CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. DARK BROWN LOAM OL > ELEV. 9.0' ELEV. 9.0' e 1' d. No.l REB BROWN SILT ML o z' AR O.C. G TOP EL 8.0' _1' MIN. TOP EL 7.2 ' 1' MIN. 3' No.4 RERAR MIN. 4' DIA. 6^ O 2'O.C. •p" FlNSHED CRAOE SEPTIC LEACHING T 3' CLEAN APPROVED PIPE TANK APPROVED PIPE LEACHING ,,, INV. EL. GALLEY SAND min. PITCH 1/4"/1' min. PITCH 1/8"/1' GALLEY 7.4' INV. EL. 6.4' COLLAR PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin MEMBIWlE WATERPR00FING INV. EL. 7.O' UNAUTHORIZED ALTERATION OR ADDITION SEPTIC SRTEN SIDE , INV. EL TO THIS SURVEY IS A VIOLATION OF STANDARDS FOR TITLE SURVEYS AS ESTABLISHED " BROWN FINE TO COARSE SAND SW s.5' o, BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 9 -8-"I • 5'-?�} }t-8.5tr-.�j Zw III SECTION 7209 OF THE NEW YORK STATE FOR SUCH USE BY THE NEW YORK STATE LAND EDUCATION LAW. TITLE ASSOCIATION. EL. 1.6' 71' ' BOT. EL 4.7' GROUND Land S U r V VQQo r WATER COPIES OF THIS SURVEY MAP NOT BEARING y ELEV. 1.6' THE LAND SURVEYOR'S INKED SEAL OR �rdl -e p+ s EMBOSSED SEAL SHALL NOT BE CONSIDERED SEPTIC TANK (1) TO BE A VALID TRUE COPY. Ne.3 REBAR o 11V '. 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,200 GALLONS. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. i TANK; 8' DIA. 4' LIQUID DEPTH LEACHING GALLEY (61 WATER IN BROWN FINE O.C. ! ONLY TO THE PERSON FOR WHOM THE SURVEY a`� .. • Joseph A. Ingegno L.S. TO COARSE SAND SW m z•:. �' a z' 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. IS PREPARED, AND ON HIS BEHALF TO THE (' I y ro 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 6 GALLEYS; 2' DEEP, (8.5•x 4.75') TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 2, LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LENDING INSTITUTION LISTED HEREON, AND $ :' '' ,D• 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. TO THE ASSIGNEES OF THE LENDING INSTI- '� - PHONE (631)727-2090 Fox (631)727-1727 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. + Nw 3 REBAR o te'D.C. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER(UNE SHALL BE MAINTAINED. _ OFFICES LOCATED AT MAILING ADDRESS 14• 3'-0" 6. A 10• min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 Jannesport, New York 11947 Jamesport, New York 11947 35-032H SURVEY OF LOTS 49 & 50 MAP SHOWING S UDDI VISION OF PR OPER T Y KNOWN AS SUMMER HAVEN BELONGING TO WILLIAM G. HERX FILE No. 1123 FILED JULY 5, 1933 SITUATE ARSHAMOMOQUE TOWN OF SOUTHOLD �L SUFFOLK COUNTY, NEW YORK 1„�b� S.C. TAX No. 1000-52-05- 13 6 , SCALE 1 "=20' APRIL 7, 2015 �� 0 JUNE 29, 2016 REVISE PROPOSED HOUSE I C JULY 26, 2016 ADD PROPOSED BEACH STAIRS SEPTEMBER 29, 2016 REVISE PER HEALTH DEPT. NOTICE OCTOBER 25, 2016 REVISED PROPOSED HOUSE JANUARY 27, 17 REVISE MAP FOR TOWN STORM WATER MANAGEMENT O JUNE 16, 2016 FOUNDATION LOCATION TOTAL LOT AREA = 10,317 sq. ft. COLO (TO TIE LINE) 0.237 cc. UPLAND AREA = 10,044 sq. ft. 0.231 ac. NOTES: Gomes o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM OG�F EXISTING ELEVATIONS ARE SHOWN THUS: XX.x EXISTING CONTOUR LINES ARE SHOWN THUS: — — —XX— — — �• �9� PROPOSED CONTOUR LINES ARE SHOWN THUS: F.p 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD uo OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO159H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); OGS BASE FLOOD ELEVATIONS DETERMINED G� ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ¢Foy OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. `F01 X o< �'4� \ X 8.� <1\ y0 / XJu X � X / \ \. X " \o• / X 1-d \9 X �Gy L �o �P�F I X60 '1sv 1A / GOP�\O� �, F O� P��O� \°o. "'SIN 0 FBF °F )(Z-4 o I �f doe F O�n \\ X 8.5 O�eJ ° X 10.0 0� / 84 A lyy�5� A4 O \ T 1° �a o� s X' X 8.6 -0-2 Z <&g /fes cPREPARED X I �. v' STANDARDSI�RC TITLE SURVEYS AS ESTABLISHED THE FFORSU SUCH USE BYAND TTHEAPPROVED YORKAND ADOPTED STATE LAND Se o�ls \\� \\\ `�OO TITLE ASSOCIATION. 3 \5T aL.��71 LL�� or.f, p7z�0�1. O�� \\ �� \ Co 9+`yam S �ooy JU3 2 1 20172S 11 0�� BUILDING DEPT. \ �^� �• T'OWN OF SOUTHOLD 0.2 0 oy 67 .S. Lic. No. 50467 o oUNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin iii 2 SECTION 7209 OF THE NEW YORK STATE Q`, EDUCATION LAW. Land S u r v e r o r 0o 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 Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 fUFFOLK C0U,,t;y[)EPART,+EN OF H ' EALTN SE32V6EvS � SURVEY OF APPR91441-OF CONSTRUCTED Vtan!�,S A-'1- GLc FAMI.Y RCSIDEt-3, ! LOTS 4 9 & 50 °ata t - �t a.s.iter.Na.m0_ M MAP SHOWING SUBDIVISION OF PROPERTY kr' � ,: SPI K rcr su�,ly ftCi5t1eS Xt 1hS,OfnliCr°;arret�e KNOWN A S SUMMER HAVEN wed�'a,Is besarttrseni or oL�er:SdIncies an' I FOR A MAXIMU •y/ BELONGING TO WILLIAM G. HERX " • FILE No. 1 123 FILED JULY 5, 1933 SITUATE 0'-,C3 of Wastewzter�1� •,,•,,.», , ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-52-05- 13 SCALE 1 "=20' APRIL 7, 2015 JUNE 29, 2016 REVISE PROPOSED HOUSE JULY 26, 2016 ADD PROPOSED BEACH STAIRS SEPTEMBER 29, 2016 REVISE PER HEALTH DEPT. NOTICE OCTOBER 25, 2016 REVISED PROPOSED HOUSE JANUARY 27, 17 REVISE MAP FOR TOWN STORM WATER MANAGEMENT JUNE 16, 2016 FOUNDATION LOCATION DECEMBER 21, 2017 FINAL SURVEY L0 JANUARY 29, 2018 CORRECT SEPTIC SYSTEM MEASUREMENTS CO TOTAL LOT AREA = 10,317 sq. ft. (TO TIE LINE) 0.237 ac. UPLAND AREA = 10,044 sq. ft. 0.231 ac. NOTES: 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO159H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. Gs F O �p AGOk,`�2c 0. 9J� 'C AG O �9 SEPTIC SYSTEM TIE MEASUREMENTS o�F TFC HOUSE HOUSE CORNER QA CORNER❑BSEPTIC COVER TANK 28' 23' Fo LEACHINGAm0�2 GALLEY 1 37' 40' LEACHING 5'5' 38 . . GALLEY 2 40AFF o 9rF� LEACHING 42' 36.4' GALLEY 3 LEACHING GALLEY 4 47' 50' o • ° LEACHING50' 48.5' sQ ��' GALLEY 5 LEACHINGO GALLEY 6 50' 47' ob I a. 1 GP 61 e / ° 9 � a °06 0, �/ � Q o� OG� �\R�S�i GO�G F. ✓O� Pis P F ��� �* 5��� �- ;/--�\o' �J5��•G � O.yb 9FynF Fy'�y y� P /DO Go�O � V 50 °OOH 91-0p, '.oa -O C' Fc�s10 o. ZFEB / Vol",'k, Ct) \00 F yc \ l PREPARED IN ACCORDANCE WITH THE MINIMUM � �`l STANDARDS FOR TITLE SURVEYS AS ESTABLISHED OA, \ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY T E'NEW CORK STATE LAND o' 9C f �! oO OJ5 t F TITLE ASSOCIATIOF 0 O� 'OBJ S 0a° FEB 2 6 2018 le$A17 TOWN OF SOLTTHOLD N.Y.S. Lic. No. 50467 Foci s<�os o^ Ln%, UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin 0yo TO THIS SURVEY IS A VIOLATION OF 72OF THE NEW YORK STATE EDUCATION EDUCATITISECTION LAW. LAW. Land S Y COPIES OF THIS SURVEY MAP NOT BEARING or THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF p ANY, NOT SHOWN ARE NOT GUARANTEED. James ort, New York 11947 Jamesport, New York 11947 Ii . r-0) A7 L i I / Job Truss Truss Type Oh' Pty West Chester 212 ,87154 P1691001 HINGED COMMON 1 1 9 DF 12'6 Universal Forest P ducts Inc,Grand Rapids,MI 49525,Steve Minahan 8 030 a Oct 2016 MTek ndustnes,Inc hu Mar 23 08 49 14 2017 Page 1 of 1 Copyright!Q02017 Universal Forest Products,Inc.All Rights Reserved 11 0-11-12 1-4-0 4-10-12 0-3-0 410-12 1-2-8 H 5 13 9.00 (12 s5'� 13 T T3 14 1? 017,0 2x611 IT to 2x5114 6 7, 3x5 3 7 � 0 3x5= 3 SMH18D SMH18A C) N d 2 Ti 1 W1 9 N oIo 1M 131 ;; _ - IC) 1 jo 61 10 2x511 11 12 2x611 9 1-4-0 1 9-9-7 0-11-1 12-4-0 Plate Offsets 3 0-2-8.0-0-121, 6 0-1-0.G-D-01, 0-5-6.0-0-71,[9 0-M.0-1-01, 10 0-3-120.1-0 SPACING-:2-0-0 SPACING-:14-0 SPACING-:1-0.0 LOADING(pst) LOADING(psf) LOADING(psf) SPACING- 2-0-0 CSI. DEFL n poo) Well L/d PLATES GRIP TCLL 381 TCLL 572 TCLL 762 Plate Grip DOL 115 TC 028 Vert(LL) 019 9 10 >758 240 MT20 197/144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow=110 0) Lumber DOL 1 15 BC 058 Vert(CT) -031 9-10 >462 180 MT18HS 197/144 TCDL 100 TCDL ISO TCDL 200 Rep Stress[nor YES WB 018 Horz(CT) 0 00 8 n/a n/a BCLL 00. BCLL 00' BCLL 0.0• Code IBC2015/IP12014 Matra-R Weight 6216 BCDL 10.0 BCDL 150 BCDL 20.0 FT=0% LUMBER. BRACING- TOP CHORD 2x6 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, [P] BOT CHORD 2x8 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc brecin WEBS 2x4 SPF Stud D �(�n� REACTIONS. (Ib/size) 2=80710-3.8,8=69610-3-8 f V D Max Harz 2=287(LC 8) Max Uplrft2=-060(LC 9),8=293(LC 10) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/74,2-3=-410/185,3-4=541/282,4-13=-484/253,5-13=-354/260,5.14=367/264,6-14=-394/256,6-7=-523/250,7-8=-337/187 BOT CHORD 2-10=114/294,10-11=114/294,11-12=-1141294,9-12=114/294,8-9=-114/294 MAR 3 0 2017 WEBS 3-10=333/491,7-9=150/575 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension 0b)/Maximum Shear Qb)/Maximum Moment Ob-in) 5=2501266121510 NOTES- BUILDING DEPT. 1)Wind ASCE 7-10,Vu@=140mph(3second gust)Vasd=1I Imph @24in c c;TCDL=3 Opsf,BCDL---3 Opsf;(AIL 171 mph @161n a c,TCDL=4.5psf,BCDL=4 5pst)�(�p�Li BCDL=6.Opsf),h=3011,Cat Il,Exp D,enclosed,MWFRS(envelope)gable end zone and G-C Exterior(2)zone,G-C for members and forces&MWFRS for reacho DOL=1.60 2)TCLL ASCE 7-10,Pg=55 0 pat(ground snow),Ps=38 1 psf(roof snow),Category ll,Exp D.Partially Exp;Ct=1 1 3)Roof design snow load has been reduced to account for slope E-signed by Kevin Freeman 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 15.0 psf or 2 00 times flat roof load of 381 psf on overhangs non-concurrent with other live loads, 6)All plates are MT20 plates unless otherwise indicated QN W E-44 7)See HINGE PLATE DETAILS for plate placement ♦♦♦ \�' T*9 8)Provisions must be made to prevent lateral movement of hinged members)dunng transportation ♦`0� REGISTERED 9)All additional member cennecbons shall be provided by others for forces as indicated 10)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads ♦V PROFESSIONAL 'n 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tag by 2-0.0 wide will fit between the bottom chord and any other members,with BCDL=IO.Opsf. ; KEVIN R MAN 12)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 360 Ib uplift at joint 2 and 293 Ib uplift at joint e 13)This truss is designed in accordance with the 2015 Intemabonal Building Code section 2306 1 and referenced standard ANSI/TPI 1 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 15)The field-installed members are an integral part of the truss design Retain a design professional to specly final field connections and temporary Q '♦� supports All field-installed members must be properly fastened pnorto applying any loading to the truss This design anticipates the final set position = PE-05491-E �'♦ ' �. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced vothin this document, AVS Y0�I�� not necessarily the current stale building code The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 3123/2017 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc2801 EAST BELTLINE RD,NE Truss shall not be cut ormodthed without approval of the truss design engineer PHONE(616)3645161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed forthe loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTP11 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and properincorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only.Additional temporary bracing to irsum stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility ofthe building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council ofAmedca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise W,Madison,WI 63719 J\supportVWtekSupp\templates\ufp.tpe ` 4 UNIVERSAL FOREST]PRODUCTS, INC. JobTruss Customer MFG 87154 P1691001 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted budding code rest with the building official or designated appointee. ,����.•of coN/v, cE O F Mq��,� �H OF MAS of NEW/`/,4� ��o,�� �I. SRF• T �..%�P.:......... :.•���� _A, 90 As 'f;' C, 2 . KEVIN. s KEVIN W. tiN I- z• FR MAN co KEV N W. m *_ * FR MAN a F MA CE SAO•:\�� � _: .•..' _ �/ ,�s,•. ENS•• G ` ti�C �cp� •'=� FS ST6 N�� S� NAV- 6 A SNS•. �G\` S /ONAL E C� O 4E •rrrnnnttu� i���ONA1:. `��, O W F N�ERFwFiKEVIN •�FRE•.EMAN OpVudF uuvFugiprnF ! ' Q ......... 0AAQ'. 2,�G * 2 * No. 7, 445 3*:Y N .8024 r- w cEu 2 I TERED ," • NS ••'��.�`� A- ass3' P ��' �FWESSIONAL ENGINEER ''�.SS�ONA1-E;� OFESSION (CIVIL nrrnunatt` nD �CC�COb[� D MAR 302017 BUILDING DEIN. TOWN OF S®UTMOLD Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736(616) 364-6161 Fax (616) 365-0060 ufpi.com Job Truss Truss Type Qly Ply West Chester 212 87154 HMD50801 HINGE MONO 1 1 119 HS 12'6 Universal Forest Products Inc.,Grand Rapids,MI 49525,Steve Mmahan 8 030 a Oct Z 2016 MiTek Industnes9shu Mar 23 08 28 3B 2017 Page 1 of 1 Copyright 02017 Universal Forest Products,Inc.All Rights Reserved 0-11-12 1-4- 11-0-0 ,,�'�0° -8 O 7 O' 6 9.00 12 Z 5 r 0 0 1 0 0 3x4 3x4= ,Dt 3 C) 3 4 SMH18D 1 co.'I 1 2 SMH18E oI9I E31 o , 1-4 q 2x6 G-1-8 3x4= 1 4-10-8 8 i� 0-11-12 12-4-0 Plate Offsets 2 G-1-13.G-1-81, 3 D-1-9.0-0-121, 8 0-0-0.0-1-01.19 0-2-0.0-1-131, 10 0-4-8.0-JA SPACING-:2-0-0 SPACING-:1-4-0 SPACING-:1-0-0 LOADING(psf) LOADING(psf) LOADING(psf) SPACING. 2-0-0 CSI. DEFL in Quo) I/defl L/d PLATES GRIP TCLL 381 TCLL 57 2 TCLL 78 2 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -025 9-10 >591 240 MT20 197/144 (Ground Snow 55 0) (Ground Snow 82 5) (Ground Snow- 0) Lumber DOL 1 15 BC 0.77 Vert(CT) -050 9-10 >290 180 MT18HS 197/144 TCDL 100 TCDL 150 TCDL 200 Rep Stress Incr YES WB 0.45 Horz(CT) -0 01 8 nla n/a BCLL 00• BCLL 0.0• BCLL 00• Code IBC2015rrP12014 Matnx-R Weight 63 lb BCDL 100 BCDL 150 BCDL 20.0 FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlms [P] T3 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. BOT CHORD 2x6 SPF No.2 WEBS 1 Row at midpt 5-8 WEBS 2x4 SPF Stud REACTIONS. (Ib/size) 2=930/0-3-8,8=583/0-3-8,7=0/Mechanical Max Horz2=557(LC 9),7=-232(LC 14) D Max Uphft2=-304(LC 9),8=514(LC 9) Max Grav2=1036(LC 14),8=707(LC 14) FORCES. (Ib)-MaximumCompression/Maximum Tension TOP CHORD 1-2=0/64,2-3=-13671257,34=970/144,4-5=-924/128,55=587/124,47=296/141 MAR 3 0 2017 BOT CHORD 2-10=-708/679,9-10=7081679,8-9=380/440 WEBS 3-10=0/667,5.8=734/633,3-9=540/335 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ib)/Maximum Shear Ob)/Maximum Moment(Ib-in) 5=73V6331010,6=410/133115510 BUILDING DEPT. NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111 mph @24m or-,TCDL=3 Opsf,BCDL=3 Opsf,(AIL 171 mph @161n o.c.,TCDL=4 bpsf, �o�N OF ®rTrp.ip��� BCDL=4.5psf),(AIL 180mph @121n e.c,TCDL=6.Opsf,BCDL=6 Opsf),h=30ft,Cat ll,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C �J 1 Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1 60 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=381 psf(roof snow),Category 11,Exp D,Partially Exp.,Ct=1 1 E-signed by Kevin Freeman 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 15 0 psf or 2.00 times flat roof load of 38 1 psf on overhangs non-concurrent with other five loads �TEED 6)All plates are MT20 plates unless otherwise Indicated7)See HINGE PLATE DETAILS for plate placementCl8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation9)All additional member connections shall be provided by others for forces as indicated. ` V PR 10)This truss has been designed for a 10 0 psf bottom chard live load nonconcurrent with any otherrive loads 11)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit : KEVIN FR E MAN between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 Ib uplift atjoint 2 and 514 Ib uplift at joint 8 13)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSlrrPl 1 .. 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service, 15)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary `�. PE-0054541-E 'i�1t supports All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position P��� The not necessarily athe current state building code.The engiates that a ne ring professional seal is ot an approval reviewed to usedesign irta specific statestandards The final determination on whetherdocument +• "w/I'FS JA''' y 9 engineeringP a truss design is acceptable under the locally adopted building code rest with the budding official or designated appointee. 3/23/2017 ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc 2801 EAST BELTLINE RD,NE Truss shall not be wt or modified without approval of the truss design engineer. PHONE(616645161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing Construction and lining forces have not been considered The builder is responsible for lifting methods and system design.Budder responsibilities are defined underTPI1.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent braong of the overall structure is the responsibility of the building designer.For general guidance regarding 9) fabrication,quality control,storage,delivery,erection and bracing,consuft BCS11-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J%support\MdekSupp\templates\ufp tpe UNIVERSAL FOREST PRODUCTS,INC. Job Truss Customer MFG 87154 HMD50801 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted budding code rest with the building official or designated appointee. ►►►►►►uunllgy ,1!!!!l,j� . CO►NIuF•"I :`�,;C aF M�*i�' v�H OF Mq 14tvv h •��`�c,J�� �' � KEVIN VH. � ��= KEVIN W. y�, �� t�v N w �c z +=;- FREEMAN �^ � m' 70, MA No. CENS►� ,,, e 7. �iOi/NSATIENA1E 6A a ►►►plll11i111�IfI oF NEW yo - KEVIN W. FREEMAN ,����.� pF V , ,�P W•. FRF 9 s>�� @-. 'NI. FRF d �c. :ANN c�' 2�►•. No. 7445 _*=Y U.e024 z= r- w • �sss3'� �� ISTERED �'. . •'•cENS�•'G�2•`,•• ,o P_ ESSIONAL ENGINEER 9oFt_sS1oNP� (CIVIL) ���truennlu►►v D a LIAR 3 0 2017 BUILDING DEPT. TOWN OF SOUTHOLD Corporate Engineering 2801 East Eeltline, NE Grand Rapids, NII 49525-9736(616) 364-6161 Fax (616) 365-0660 ufpi.com WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. M F_G' FR TYPE GLASS VE:N T "U"VALUE SHGC OPENING DOOR NO. DOOR SIZE DOOR TYPE 30410 ANDERSEN 400 D.H. 11 .2 6.20 0.29 0.32 6.17 SF D X30 3'- 0" x 6'- 8" INSULATED, METAL, ENTRY DOOR 3032 ANDERSEN 400 D.H. 6.9 3.85 0.29 0.32 3.82 SF DX301-255 3'- 0" x 6'- 8" INSULATED, 1 LITE, U=.16 2432 ANDERSEN 400 D.H. 5.1 2.94 0.29 0.32 2.92 SF FWG61611 6'-0" x 6'-11 " WOOD, SLIDING GLASS DOOR A21 ANDERSEN 400 AWNING 2.6 0.90 0.29 0.32 0.88 SF FLOOR PLAN NOTES 1. Label locations are designated by: 7. All interior and exterior Handrails and/or sL State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder Purchaser. 121 Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is S-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 1. Materials are PVC schedule 40. 2. Water supply shall be securely attached to the building at no greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at S-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0". Supply lines below first floor supplied and installed by B/P. 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. washer,dishwasher) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all shall occur at least 6" above the floor rim of the highest fixture State and local applicable codes. served by the horizontal vent. 8. All fixture supply lines 1/2" diameter shall have individual shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One [1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters U only. Complete foundation engineering based on specific site TOP OF FDTN WA Z conditions, applicable local and state codes, to be reviewed and PERIMETER BEAM w < approved by a registered architect or engineer in the state of 2x6 SILL PLATE Ld p house designation. (2) 2x10 SPF#2 (:001 v 0 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2 PLY. Z p and code compliance of all foundation elements including (but not EACH MODULE FDTN WALLov limited to) structural, plumbing, electrical, heating, energy conservation and fire separation. 1/2"0 BOLT & NUT LALLY COLUMN � 3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. & WASHER ® 32" O.C. COLUMN FTG 4. Concrete strength shall be 3000 psi or greater. » 9 3 g FLOORS, 48 CLG/ROOF 5. Lally column shall be minimum 0 1/2" steel pipe. TOP OF BSMT SLAB 6. Foundation sill shall be preservative treated lumber (supplied and installed by B/P prior to house delivery and set). There shall STEEL PLATE & LAG be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY SINGLE CEDAR KNOLLS STAMIDIS 16189 FAMILY CONST. TYPE: 900 MARCONI AVE SITE: PRODUCTION No. VB RONKONKOMA, NY 11779 1325 BAYMEW AVE SOUTHOLD, NY 11971 DESIGNER: REVISION DATE OF NFA, STANDARD NOTES RC 011817 SCALE: D�E TA IL ,S'N A PAGE: Westchester Modular Homes Inc CHECK DATE �ZPA 057572 ®® 30 Reagans Mill Road, Wingdale, New York, 12594 9�f S Tel (914)832-9400 Fax (914)832-6698 " d e STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW DOS.NY GOV SECRETARY OF STATE December 28, 2016 Mr. Michael Hatcher Westchester Modular Homes, Inc. 30 Reagans Mill Road Wingdale,NY 12594 RE: M0659-2010-118 System Approval Extension#2 Dear Mr. Hatcher, This letter is to inform the code enforcement official that the New York State Department of State(DOS)has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single Family Dwellings (Townhouses) System of Models under approval designated M0659-2010-118. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on March 31, 2017 unless sooner revoked or replaced by full approval of the System renewal currently under review for compliance with the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, A&L John Addario, PE - Director Division of Building Standards and Codes cc:Joseph Hill, RA, Assistant Director for Code Administration Don Thomas Jr., AIA Rick Wenner, P.E., PFS Corp. File: Westchester Ext 2016-2.doc r' NEW YORK Department STATE OF OPPORTUNITY_ of State r NEW`YorK STAnNEW YORK STATE DEPARTMENT OF STATE DMslon of Bufliding Standards and Codes + w One Commerce Plaza, 99 Washington Avenue "ra Albany, NY 12231RUI ' DEPARTNtE lT i Phone.(518)474-4073 Fax (518)486-4.487OF STATE STANDARDS �CODES www dos my qov E-mailinfoCa.dos ny oov ®TIS OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein- Manufacturers Name. Westchester Modular Homes, Inc Reagans Mill Road Wingdale, NY 12594 Budding Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number: M0669-2010-118 Applicable Code_ Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: December 24, 2016 Maximum Ground Snow Zone: 85 PSF Seismic Design Category- A, B, C, D0, D1 or D2 (Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed. 120 MPH (3 Sec. Gust) Exposure Category: A, B, or C DOS Contact Person: Edmund F Girzone, R A. Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used In, "Hurricane Prone Regions" and"Non-Hurricane Prone Regions." Approval Date- December 23, 2014 Ronald Piester,AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS The following statement may be used to provide this certification 'The plans and specifications of this permit plan set are denved from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on December 23,2014 under systems number M0659-2010-118" The approval identified above is limited to all construction that takes place in the factory Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc is the responsibility of the Code Enforcement Official The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS If the code enforcement official believes that any factory manufactured component;s in violation of one or more provisions of the RCNYS he/she should contact the DOS for further review and/or determination r QTREScheck Software Version 4.6.3 Compliance Certificate Project 16189-COLONIAL Energy Code: 2015 IECC Location: Southold, New York Construction Type. Single-family Project Type: New Construction Conditioned Floor Area: 2,098 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1325 BAYVIEW AVE STAMIDIS ROMEO CACANINDIN SOUTHHOLD, NY 11971 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI DRIVE 30 REAGANS MILL RD RONKONKOMA, NY 11779 WINGDALE, NY 12594 0 B B 0 B Compliance: 9.1%Better Than Code Maximum UA 372 Your UA: 338 Maximum SHGC 0.40 Your SHGC 0.23 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Assembly or . Cavity Cont. LI-Factor UA Ceiling 1: Cathedral Ceiling 349 30.0 0.0 0.034 12 Ceiling 2: Raised or Energy Truss 826 38.0 0.0 0.025 21 Wall 1: Wood Frame, 16" o.c. 2,304 21.0 0.0 0.057 102 Window 1:Wood Frame:Double Pane with Low-E 234 0.290 68 SHGC: 0.30 Door 1.Solid 40 0.160 6 Door 2: Glass 240 0.310 74 SHGC: 0.16 Floor 1• All-Wood j oist/Truss:Over Unconditioned Space 1,175 19.0 0.0 0.047 55 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Rowi.eo-Ga-eaM-i,H.a 01/19/27 Name-Title Signature co� cc Project Title: 16189-COLONIAL d /18/17 Data filename: M:\Check\16189.rck FO ®� ro e 1 of 9 ESSIO , REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review' Complies? Comments/Assumptions & Req.ID Value Value , 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate . ❑Does Not [PRJ]1 energy code compliance for the u :building envelope.Thermal ❑Not Observable (envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ,, »> ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for t. [PR3]1 :.lighting and mechanical systems. ❑Not Observable (Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. ` 302.1, Heating and cooling equipment is: Heating: Heating: ❑Complies 403.7_ 1sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 :ion loads calculated per ACCA { ?Manual J or other methods Cooling: Cooling: ;❑Not Observable Btu/hr Btu/hr ❑Not Applicable {approved by the code official. i PP i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M:\Check\16189.rck Page 2 of 9 r r Section # Foundation Inspection Complies?- Comments/Assumptions & Req.ID - 303.2.1 ;A protective covering is installed to ;❑Complies [F011]z protect exposed exterior insulation ❑Does Not U iand extends a minimum of 6 in.below gra ;❑Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not �JJ ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M'\Check\16189.rck Page 3 of 9 r r Section Plans VerifiedJ:Fiei�dVerified° Framing/.Rough-In Inspection Value lue Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U'factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values [FRl]1 I I ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted : U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). :table for values 402.3.3, ❑Not Observable 402.3.6, 402.5 :❑Not Applicable � � , [FR2]1 303.1.3 :U-factors of fenestration products': ; JE]Complies [FR4]1 :are determined in accordance i ❑Does Not with the NFRC test procedure or : : ❑Not Observable :taken from the default table. {{ t- ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;" ❑Complies [FR23]1 :installed per manufacturer's ` a ❑Does Not instructions. ° ❑Not Observable �• _ []Not Applicable 402.4.3 ;Fenestration that is not site built ; ❑Complies [FR20]1 :is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 ' ❑Does Not . ❑Not Observable or has infiltration rates per NFRC , •_ -, , :400 that do not exceed code '❑Not Applicable limits. + : 402.4,5 IC-rated recessed lighting fixtures" ❑Complies [FR16]? Isealed at housing/intenorfinish I ❑Does Not f and labeled to indicate<_2.0 cfm ' ;leakage at 75 Pa. ❑Not Observable j J i' j❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated>= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and ' ❑Not Observable :return ducts in other portions of :' ❑Not Applicable :the building insulated >= R-6 for : diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.3.5 ,M Building cavities are not used asa ❑Complies [FR15P- :ducts or plenums. ❑Does Not I J ][]Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2- j above 105°F or chilled fluidsDoes Not i below 55 4F are insulated to ?R- ❑ i3 ; ; Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC } ❑Complies [FR2411 ;piping. •"-, I• ' ❑Does Not V ❑Not Observable �❑Not Applicable 4035.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]? >R-3. : : :❑Does Not I ':E-]Not Observable ❑Not Applicable 4036 t'Automatic or gravity dampers are f, ❑Complies [FRi9]2 i installed on all outdoor air k : ❑Does Not intakes and exhausts. t ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2• Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M:\Check\16189.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3- Low impact—(Tie—r3)- Project Tier3)Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M:\Check\16189.rck Page 5 of 9 Section Plans.Verified Field Verified_ # Insulation.lnspection„'.• Complies? Comments/Assumptions & Recl.ID Value' - Value' 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not I provided. , c ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 i ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable ; 303.2, ;Floor insulation installed per „- ; ❑Complies 402.2.7 manufacturer's instructions and ( ❑Does Not [IN2]1 ;in substantial contact with the . underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous E ; insulation is installed on the ; underside of floor framing and extends from the bottom to the . . =° ;top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value.If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values 402.2.6 wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable U ;requirement applies(FR10). ;E] Steel ;E] Steel ❑Not Applicable ; I 303.2 :Wall insulation is installed per ;- - j❑Complies ; [IN4]1 1 manufacturer's instructions. ; ❑ ; Does Not '. ;k❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M.\Check\16189.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions" Complies? Comments/Assumptions & Req,ID Value Value� 402.1.1, ;Ceiling,insulationR-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not I table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 :❑Not Applicable [FI1] 303.1.1.1, ;Ceiling insulation installed per r ❑Complies ; 303.2 manufacturer's instructions. ) ' ❑Does Not [FI211 ;Blown insulation marked every ; ;300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 lVented attics with air permeable Q- °•.,; ❑Complies [FI22]� i insulation include baffle adjacent f ❑Does Not to soffit and eave vents that f I extends over insulation. ❑Not Observable ; IE]Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI311 !insulation >_R-value of the :❑Does Not !adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air I ❑Not Observable handler @ 25 Pa. For rough-in �❑Not Applicable tests,verification may need to occur during Framing Inspection. 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 I❑Complies [FI27]1 determine air leakage with I ft2 ft2 i❑Does Not either: Rough-in test:Total leakage measured with a ; ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler I enclosure if installed at time of i I test. Postconstruction test:Total I I leakage measured with a ; 1 pressure differential of 0.1 inch �w.g. across the entire system I including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI2411 :by manufacturer at<=2%of t ❑Does Not design air flow. ' G: ❑Not Observable ❑Not Applicable 403.1.1- Programmable thermostats I`" ❑Complies [FI9]2 I installed for control of primary ❑Does Not .';heating and cooling systems and {initially set by manufacturer to ❑Not Observable 4 code specifications. ❑Not Applicable 403.1:2 -Heat pump thermostat installed f ❑Complies [FI10]2 on heat pumps, r ? `. I❑Does Not 4 ❑Not Observable . ; []Not Applicable 403.5.1 !Circulating service hot water • , •i❑Complies [FI11]z ;systems have automatic or p ❑Does Not accessible manual controls. i -]Not Observable - ❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M:\Check\16189,rck Page 7 of 9 r Section '` Plans Verified. '-Field`Verified` #- FFnal,lnspection;P,rovisions Complies? Comments/Assumptions &Req.ID` Value Value 403.6.1 Al mechanical ventilation system f,, ; " ❑Complies [FI25]2 `fans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy land airflow limits. ❑Not Observable ❑Not Applicable 403.2 I Hot water boilers supplying heat $ (' ❑Complies ,(F126]2• through one-or two-pipe heating 1. ❑Does Not systems have outdoor setback l 11'control to lower boiler water ( ❑Not Observable 4temperature based on outdoor s' z ❑Not Applicable s , ' 'temperature. �• F, 403.5.1.1 j Heated water circulation systems :, ❑Complies [FI28h have a circulation pump.The ❑Does Not {system return pipe is a dedicated ; i`return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system P" pumps start the pump with signal 3 '`for hot water demand within the G. 'I occupancy.Controls ;automatically turn off the pump ;when water is in circulation loop f -is at set-point temperature and ,• no demand for hot water exists. 403.5.1.2 I Electric heat trace systems ❑Complies :[F1291? I comply with IEEE 515.1 or UL E ❑Does Not 1515.Controls automatically :1 adjust the energy input to the l _ ! (-]Not Observable heat tracing to maintain the ❑Not Applicable }desired water temperature in the y [• i,piping. ; 403.5.2 Water distribution systems that ` ;: ❑Complies [F130]2 i have recirculation pumps that []Does Not pump water from a heated water ' []Not Observable supply pipe back to the heated water source through acold ;-` ❑Not Applicable I water supply pipe have a demand recirculation water ; Isystem. Pumps have controls , I J that manage operation of the � I pump and limit the temperature !of the water entering the-cold water piping to 1049F. I 403.5.4._' Drain water heat recovery units ❑Complies [F131]2 !tested in accordance with CSA l "❑Does Not B55.1. Potable water-side ❑Not Observable I pressure loss of drain water heat - ( ❑Not Applicable l recovery units<3 psi for pp individual units connected to one { or two showers. Potable water- side pressure loss of drain water : heat recovery units<2 psi for 4 individual units connected to i 7,' three or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI611 :fixtures or 75%of permanent ' ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage f• ?❑Not Observable :lighting. []Not Applicable 404.1.1.. ;Fuel gas lighting systems have i °❑Complies [FI23]3 Ino continuous pilot light. . ( ❑Does Not " ❑Not Observable ' ;�❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: MACheck\16189.rck Page 8 of 9 Section, Plans Verified Field Verified # Final�lnspection Provisions Value Value Complies? Comments/Assumptions` &Req.ID ,- - , 401.3 "Compliance certificate posted. ❑Complies [F[7]2 I ❑Does Not a I , ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ¢- ❑Complies [FI18]3- r mechanical and water heating ❑Does Not (systems have been provided. t I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 16189-COLONIAL Report date: 01/18/17 Data filename: M:\Check\16189.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating, V-FactbrSHQCI Window 0.29 0.30 Door 0.31 0.16 Cooling,[Heating & ment Efficiency Heating System• Cooling System: Water Heater: Name: Date: Comments • L I-� N w Z-Z ,n O'-w w� w w = Q >•w ° p0¢OW �~ 48WZwa -:Uww ❑ Q ,n0 Z <2r- 2 10=2" 17=10" f0'-0' U <Z n Q Z X= p > = "'� QOQ w - www pLLFw O aVLL- Oz(21- =_ STEP FOOTING TO BOTTOM "� 3 a w 0 v m t Z zO�w�3 =0iL0 � ZOzQO� � S LLAR FOOTING ¢ ~° a ==N 30°MAXSLOPE FoonNc N�H o'= o STEP pLL �aw=f OHO _13 --------------- ----- — ------------------------------- ---- (2)A10D.J. 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I FOOTING W/2#4REBAR EACH WAY 11 TYPICAL 4x4 w n n Posrro n I ' TOPOFFOOTING TOBE2 BELOW I 2x10LEDGERBOLTED 1s' X11 ABOVE2ND F� ;..e�.; �•.•r., .; e3 I WOLEDGER SII O "' .►•.,.: N I BOTTOMOFFINISHEDSLAPHEIGHT I ( O.C.TOPANDBOTTOMTO FtOORDECK ,,y;%:�;•,. . : 3'-10" 8, I BOLTEDQa 16"o.c. FKOF05ED DA5EMENT SII H A Y, TOPANDB07TOM I I HOUSER/MJOISTFIRSTAND o SII o ti n n I 1'4 I 8"& 12" WALL THICKNESS I •' I SECOND FLOOR DECK - so TOHOUSER/M of I 48x 48 x4 THKSLA B ON GRADE OR w EQUAL LANDING AS PER CODE I Joisr TOP OF WALL 8=11/2'ABOVE TOP OF I I _ a I I NI TOP OFSLAB TO BE @ ELEV.6.4' TYPICAL 4x4 y' P FOOTING I I 2xIOD.J.@•o.0 J POST70ABOVEECK I II POST TO I I '. e I (2J2x10D.✓. ------- ------- � ' rYPIcaL.•12"D/A Z(fOL9J.�•o.c. I I ,• I" ----- NOTE.• STAIRS, PIER FOOTING TO ( I I 1 RAILINGS,&GUARDS (2)2xI0R1MJOISr ' MIN.36"DEPTH OR I �I s DEPIHOFNERESr ( I .. ' I of S /RS O G DE y ASPER NYS CODE FOOTING I I "' POST CAP — ------ I SEE DETAIL e. e �,// I (2)2x10 D.J. TYPICAL 4x4 R3 e Posrro £ 3=10" FLOORDECK GRADE/T.O.SLAB � EH n m El NOTE.'FINISH GRADE ELEV. 7.5'ASPER �.;•, ` ' :;'%I PosreasE 4s'2" SURVEYDATEDAPRIL 7,2015 i SEEDETAIL ff TYPICAL:12"DIA PIER y: h'' 1 FOO 71NG TO MlN.36"DEPTH 4'�'' fy�'�.�I 1?a,• FOUNDATION F LP N SCALE.•1/4"=1-0" OR DEPTHOFNEREST FOOTING ALL ANCHOR BOLTS TOBE5/8��@ 1.SEENYSBUILD/NGCODE(NYSBC)SECT/ONNOTESONDRAWING I�EJ�j� '�"� (� I � / /� 45"0.C.AND 12"MAX FROMANY 2.ALL FOOTINGS TO BEONONE TON V/RG/NS0/L(M/N.) / \I� I-/ G I\ LL V / \TION S SCALE.'1/4"f0" w a 3.ALL LUMBER INCONTACT W/THCONCRETE TO BE"ACO" CORNER ASPER FOUNDA T/ON SEE BUILDING PLANS FOR HOUSE SECTION � w Z PLAN& 2001 WFCM 3.2A&B 1314• o PHD6HOLDOWN D f AOS MOUNT HAN(SEW NOTTOSCALE Z' O O SIMPSONSTRONGTIE LUS(OREQUIVALENr) W o STUD CONECTOR LUS26(8)IOD COMMON,LUS28(10)IOD COMMON,LUS210(10)16D COMMON ALLPOURED CONCRETE TO SE INSTALL ASPER LUS26-2(4)16DCOMMON,LUS282(6)16DCOMMON,LUS210-2(8)16DCOMMON ` 3500 PSI(?a 28 DAYSTRENGTH P CONI Q� FOUNDATION o MFR'SPECS ALL PL YWOOD TO BENAILED W/ TB2B HOLDOWN WODD SCREWS 8D COMMON NAIL S @ 3"0.C. A s•' ANCHORBOL T BY N 1 �, PROVIDED WITH PERIMETERAND F0,C. INTERIOR SIMPSON HOEDOWN11 11 14 SPACE : °' > • ^ upAgO I . u o O H 2x10 LEDGER BOLTED °•' ~' II 5" CENTER OF2x6 :• ° a M @ 16"O.C. TOPAND A I O '� BOTTOM TO HOUSE RIM PLANO TYPICAL OUTSIDECORNER N SECTION AA ( I 'y'• 1� h--1 JOIST I I •e••.• � O F'LATr-c 5LAD,ON GFAD� 2x8ROOFR,AFTERS FLASHINGASREQUIRED e'. I •' ROOF W WALL � E . • ^ 16"O.C., 15#FELT @ HOLTA DOWN ANC O�POLT 1DETA L F+1 OVER"PL YWOODAND NOTE-INSTALL WHERE INDACATED ONFOUNDA TIONPLAN SCA LE.•N.T..S • • W J ASPHALTROOFING TO c�i ~ HOf-ID DOWN w � f OT 1DETAIL 2x1oDJ.@'O.C' >] F05T PA5E NOTTOSCALE c MATCHRESTOFHOUSE NOTE.•INSTALLWHERE INDACATED ONFOUNDA770N/PLAN (} ) SCALE.•N.T..S HURICANE HURICANE 2 SIMPSONSTRONGrIEABA44(OREQUIVALENTJ 3 HURICANE 2X6 LEDGER BDL TED STAFFING STAFFING tL p STAPPIN 1 16"O.C, TO WALL POB�rA?PD-1 @ SEEDETAIL SEEDETAIL (6J 10DCOMMON D-1 D-1 SEEDETAIL STUDS D,? NOTE: STAIRS, RAILINGS,&GUARDS Q NOTE.•FINISH FLOOR AS PER NYS CODE HURICANE NOTE.' STAIRS, ELEV. 13.0'AS PER sEEOEiA"� NOTE.'F/N/SH FLOOR RAILINGS,&GUARDS _ SURVEYDATED APR/L 7, D-1 ELEV. 13.0'ASPER AS PER NYS CODE 2015 SURVEYDATED APRIL 7, FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR 2015 TYPICAL EXPANSIONJOINT NOTE:FINISH GRADE 2xI0D.J.0"o.c. a HUIRICANE NOTE:FINISH GRADE ELEV. 9.0'AS PER STAPPINGSEE •; '! NOTE:FINISH SLAB ELEV. 10.0' DE rAu a f •: ELEV. 9.0 AS PER SURVEYDA TED APRIL 7, a a '' POSTBASE P�OsreasE SURVEYDATEDAPRIL . POSTRASE 2015 ASPER SURVEYDATEDAPRIL 7,2015 ,a•. ►s ; SEEDETAIL 4 0 ww e SIEEDETAIL 7 2015 GRADE Q1 DETAIL § GRADE ' r. 1. ",: 4::.• 'e' �4%•Yt`�" a �•t: "r GRADE D1 0 0 6"SLAB r ''1 ;•_? l:`�.a F:;.•� gr.j" :1 .r: ci Ir.:: II GRADE T. o t�( I„ _I I •'i I m / 0.SLAB r'ti•� °° .''"• p I l• •I 4 4 2 IV' ,,:• tb a� 4f� '% Q °° �,I :. i TYPICAL EXPANSION/JOINT s" -; I'j .'i1 NOTE.'FINISH GRADE ELEV. 7.5'AS PER w t• GRADE/T.O.SLAB;,;I e•; GRADE F..•; I r:. ?I .: ' ; a I+ �, .0.FOOTING s•, l''''J m .'� F a:tu �� o �J " ,.•,J , NOTE:FINISH GRADE � a^ r ¢:• � SURVEYDATED APRIL 7,2015 1-0" 'ti; , TYPICAL FOUNDA TION WALL NOTE.FINISHSLABELEV .5' �' �' ::' `I w ( ' :. ELEV. 6.4 AS PER 1 0• Y• : �L o +•: 8"10;12"FD'NWALL :"�' ASPER SURVEYDATEDAPIRIL 7,2015 ,,. D F05T OAf NorrosCALE SUR VEYDATED APRIL 7, ,,, : 2015 8x16, 10x20 12x24 P.CONC r ' Lej & 1x2KEY IN FOOTING ON i�;%'m'/ • • 4 ' '" o ".o� B.O.FOOTING •a:, o.; 3 (COL UMN TO HEADER) 4 SLAB SIMPSONSTRONGTIE BCS(OREQUIVALENT) j ONE TON VIRGIN SEE F-0 (3)IODCOMMONEACHSIDEOFPOST&HEADER �Z FOUNDA TION PLAN FOR SIZE 2-#4 REBAR THROUGH OUlT FOOTING 2V' DATE FEB.8TH 2017 F 12 OT IGO E LEV AT I O N f�-1 SCALE.•1/4"_1-0" 5 SGT I O N f–1 SCALE:•1/4"=1'-0" �E A� DECK 5110E ELEVATION A-3 SCALE.•1/4"=T0" SEE BUILDING PLANS FOR HOUSE SECTION SEE BUILDING PLANS FOR HOUSE SECTION SEE BUILDING PLANS FOR HOUSE SECTION s c A E 1/4"=1' DRAWING ARCHITECT'S CERTIFICATION A. 1 THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS(KNOWLEDGE, . INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE OF WITH APPLICABLE REQUIREMENTS OF THE 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE,THE 2001 WOOD FRAME 1 CONSTRUCTION MANUAL(WFCM)&THE 2010 ENERGY CONSERVATION CODE OF NEW YORK STATE,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. U z W Q 1 ELEVATIONS TOTAL AREA = 2 098 S Q . FT. W 2 FOUNDATION PLAN USE GROUP = SINGLE FAMILY z 3A � 3B FLOOR PLANCONST. TYPE V13 3W BRACED WALL PLAN GROUND SNOW LOAD = 40 LB SF 4 CRO-SS SECTION SEISMIC DESIGN CAT. = C 5A , 5B PLUMBING PLAN SOIL = D SITE 6A16B ELECTRICAL PLAN WIND SPEED (vuit) = 135 MPH 8 STD . NOTES & DETAILS EXPOSURE CATEGORY = c t . FLOOR LIVE LOAD nrnrn�gGE I�t,rar�T��tac ARE REQUIRED r ELECTRICtd. ;ine,er!nr at 765-1560 before '-JSPI CTION RE- " Backfill, OR Provide engineer's Certification Vi �� 1 FL . 40 LB /SF APPROVED AS NOTED that the drainage has been Installed to Code. s DATE65V, B.P.# TRI1S;P, rA�71NG F3EQ"JIBE® 2nd F L . — 3 o L B SF _� �FEE:_ BY: / Q ¢ o NOTIFY BUILDIP.G DEPART 1 AT OC/"►i IP t�i^V oe ' E3 o 765-1802 8 AM TO 4 PM FOR THE OCCUPANCY 1 R FOLLQWN a INSPECTIONS: t t� o z 1. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL. DO NOT P?�E:®1�ini z z FC9 POURED CONCRETE �• FRAtviING UNTIL SURVc.Y o O WITHOUT CERTIFICATL OF FOUNDATION LOCATION Z F U Y 5 2. ROUGH - FRAMING & PLUMBING v � � ,U,, w 3. INSULATION Off' OCCUPANCY HAS BEEN APPROVED. Q o w � � 4. FINAL - CONSTRUCTION MUST N a N BE COMPLETE FC9 C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER GERTIFICATlON =Eau U �• 00 REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFCRE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE&OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN..INATER New York State Law °' ` `o W E >- 00 SUPEED 2` TEM.CANNO. You Must Call 811 Q o 3^ COMPLY WITH ALL CODES OF EXCEED2/1bOF1%;LEAD. NEW YORK STATE & TOWN CODES Before You Dig ° W = z AS REQUIRED AND CONDITIONS OF PLUMBING, 00 00 a / /� •� V / 0 x ALL PLUMBING WASTE z &WATER LINES NEED w } rn TESTING BEFORE COVERING Co '� •� �` "� CUTH L ' ; qRp .D wo m � Lj ULO j , -60 SCUT !CLD TOWN TRUSTEE DESIGNED TO THE FOLLOWING : N 0 0 0) N.Y.S.DEC � � � � �- 2015 IRC w NEW YORK STATE 2016 UNIFORM CODE SUPPLEMENT I— r\ Li r- c LO — 2015 WOOD FRAME CONSTRUCTION MANUAL pW co0va> — 2015 INTERNATIONAL ENERGY CONSERVATION CODE IR;--C/) QC=) ` MF- - 2014 NATIONAL ELECTRI CAL CODE � ®® -jz �" O OO z Y � Y 0 0 � � o W ®® NOTE: THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH w Q Y Z U < moz THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE DEPARTMENT OF STATE, UNDER SYSTEMS o woo NUMBER M0659-2010-118. z m Qw �W� m 0 Q (n JJ F_ �U— w Uj �' a cel L� cn(n�- zo (n a _j a co 0 o o� NZo_ OVERHANG DIMENSION (*) HOUSE WIDTH ROOF PITCH 24'-0" 26'-0-/30'-0" 27'-8"Z31 5/12 16" 11" 16" 7/12 16" 11" 16" 9/12 12" 11" 12" 12/12 1 8 3/4" 1 8 3/4'p 1 8 3/4" 11Z W Q Z O U W (cn Z Ix a. PLUMBING VENT STACK If I\111/ I \.Illl/ I \.l rd SEE OR --- - - - - - �. Q � QgP x I'. F PORCH BY B/P IL 1 uj LOt� 1. Ill . M. �s > 0000 - - g4guammu � n � 0000IMMIT c0 0 0 ' I RIGHT ELEVATION 0 s I o ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE _ V\ Z o DESIGNED, SUPPLIED AND INSTALLED FRONT ELEVATION BY B/P Z o 0 w w Of **SIDING AND CORNERS ARE ON SITE BY B/P** Q w v Of 0 w R CL LO (-)o co � CLOto� 12 - -- - -- - - -- 9 cn 0-*) N a� LO 00- -- `" 4 " 4" - -- - -- - 00 Q = aS z4tz3 > a X UJ Zrn � CD LLI _ DECK BY B/P _ _= 0 0 0) F O 0 U M N 10 -it J z I 04 Q 0 C M ® ® W c c v00 cn m� _ W I cn cn Q Z O � c) 00 :2 I II O ZU ffA Z Y REAR ELEVATION i i LEFT ELEVATIONI Y Q Z O ®® I I I I 0 � � 0 _ I I I ILL Qmoz w Q Y Lu c) 0 Z00 AF— < (.0 _ CDoW Z:-5; I.� mz 00 II W N L Z a h a (n =�LL 0 00) cvi� nI 48t-O" 0 Z W 20'-2" 27'-10" < a 893 PLF Z O r ------ ------77 \ I W CL I I I I I V) Z N 1 ,• I I - CL 04 �, n GARAGE I 0 NOTE: GARAGE SLAB DROPPED 3'-0" FROM F.F. 1ST FLOOR 1562 PLF 626 PLF 2'-6" 12'-9" r— r— --I-- —, r-- --i 0 1 1 3192# 1 3 0# I I I �0 -1 - I--9-- + - -I--A- f- - Q N I I I I I I I 0„ L----� L----L-- L.---J �LALLY COLUMN so COLUMN FOOTING SUPPLIED BY WMH NOTE \ INSTALLED BY B/P COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; C14 OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 6'-9" \ c0 0' ** = 10'-7" I N UP POST BY B BASEMENT °° � o � o I I STAIRS & POSTS DESIGNED FOOTING 6 L- -- & CONSTRUCTED BY B/P FOUNDATION WALL--J I �\ z I 11 1 z Z 893 PLF I o a 5 � _ ------- -- a o w v U) a U 00 Ict c C/) I.. L ` N Q >- 0 LO a °' �� ;° � r -00 � x wZ rn0 0 W � c -� .� Ln m o O O FOUNDATION NOTES: 0 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. -J cV COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE - LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED Q OCn 00 M ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. W s t^ < cnU v "t 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND ® -� v 00 CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) �`� STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE c > o SEPERATION. Q Z 7- 3) 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. Ld J Z Q 4 CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. O O O 0O ®® 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. z Y < Z 0!� :2O ®® 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND w < Y o OOZ INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO Q W O O PROTRUSION ABOVE TOP OF SILL PLATE. m O 0) of 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT Q o STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL >- 9-- V) w APPLICABLE ENERGY CODE REQUIREMENTS 0(5- � W w W cZ� � > z � w II W ��� w� a U� I � 0 0� �� d } 48'-0" U Z LLJ 7'-5 1/4" 79-21' 13'-8 1/4" 16'-7 1/2" 30_1" U Q Z O A21 A21 2-3 410 821# 30410 F- 5/8' TYPE-X GWB I OW.. t------------� I Z O I \_ _ \\\\ / m o rn o \\ /� to j = I Q I= i� (L coC'J . L) x \\ // I�I I a m x 100 O co L) ^00 �� u GARAGE BEDROOM 2 O , \ I oo I � / \ O 10 NX // \\ 1 20r—2» x 11r—7 1/41P I IZ ll'-6 1/2" x ll'-8 1/2" � / \ 1 I m -------------� I04 x5 8" TYPE-X GWB SE978HD I 1746 m / D26 (2)2xs - (2)9 1/4" MICROLAM - in m DX28 - N '-0" 5/8" TYPE-X GWB B-LABE 1500� LlJ (2)2x3's U u- „ o o- w O 0 co O Y �CD D26 D26 D26 D26 0 o S . LlC� 0 o z 1 N U c� IL I m 2— 20 D26 m= I C-TOP BY B/P ui UP ------ DN Z. TILE I g c TILE 65sf j `n M S TR B D R M � �O 43sf *DO NOT GLUE I N 12'-0" x 24'-0" v rn VANITY TOP OR I m ~ 0V60 BACKSPLASH* I I a N Ow I j\ 6 \ Q m p 0 o: t\ z C1 0- 10 ------ a z •.r0 ,.<.T's- 1 1 2'DWR c`i 6 O Z ..... DX30 i z P= w A1T s 6 Al 4— 21 Q o w Of 0 w w � E BY P �I U -It co rn CD I 3'-6 1/4' 11'-11 1/2" 6'-8 3/4" 17'-1 1/2" 60_8" cn I N i CV � >- 00 O 3 1 00 00 a 3Z � � x W o, v (D w o n/ -� c `` io mo LL OHO O - ® � �o NOTES: o � _ ro0 iia' _J = N 1 • ANDERSEN 400 SERIES DP50 WINDOWS �— = N • 2-PANELS SQUARE SM Q ® � Q SMOOTH SOLID CORE U a INTERIOR DOORS w Lo • UPGRADE TRIM, 3 1 /2" WINDSOR CASINGLJL � 0 00 w a.> af Z o M I- V � Q ~ 00 LIGHT �c SF ®® VENTILATION SCHEDULE ) C) 0 C LIGHT VENTo � O O ®® ROOM AREA II . REQUIRED SUPPLIED REQUIRED SUPPLIED Q w Q Y 1� MSTR BDRM 288 23.0 68.7 11.52 39.52 0 U m� Z m BEDROOM 2 135 10.8 22.3 5.40 12.40 Q w wv o�O o aJJzw � � � Lig)lIawLLJ �(nl� 0 im ¢v U) a) 48'-0" U Z W g'_1" 9'-11 1/2" 9'-4 1/2" 17'-6" 3'-1" Q Z 2-30410 A21 T 2-3 410 30410 F U F- 01 O M N OTIL.E o Z WGREAT ROOM � L 0 29sf d 0 *DO NOT GLUE 04 0 14'-6" x 12'-G" Q s a ¢ VANITY TOP OR OJ O \ BACKSPLASH• \ O a- Lo m 0 o v BEDROOM 3 1 1 0 BEDROOM 4 2 2568# N 11'-2" x 11'-8 1/2" I I 10'-1" x 11'-8 1 2" (2)2x6 (2)11 1/4" MICROLAM C° r7 ' 1 1/4" ----- ----- / \ PIN RAFTER CATHEDRAL i 0 "D26 12" LINEN 1746 /�✓� D26 2- 16 2- 16 D26 (2)2x - _ - - \ 0 Q" CA 000 'A TIC P.D KITCHEN I N yziv25 1 54" I a 4, N V36 I I 17'-5 1/2 x ll'-8 1/2" O yoy ' `' ,�� " Q 48sf 04 3'-10" 3'_7"0 TILE QI (2)11 1/4" MICROLAM pB8 oI PIN RAFTER CATHEDRAL I i4 N 48" SHO. PA o T�8 O 171 o I DCO BD30-3D BD15-3 � p cV DN to m �� DINING ROOM . r n • DELUXE CABINETS co z RAISE CABINETS 3/4" SL �� 14'-6" x 12'-0" \ a ro Q N 2 3/4" CLASSIC CROWN F—IA-1 o I !\ o o C.TOP BY B/P :. o ON 2-FILLER S836 ID `� I O CAR B9 04 (� O 69 DW PREP CAR r I I O �C3�"FI ELE SIN I � !� z 1118 6 �ot 1 61 & F CET 836 WC41236 CW2436 6 O Z C) O W A l VET 2- 432 3- 21 Q o w 0 E o D- w � 3'-6 1/4" 20'-7 3/4" 15'-2" 6'-8" N o_ ..I c.> -t 00 � Lrn _ L0 � :Z: " � cn ^ I < C) O 3 00 tf U C Z00 00 w } s v x z �,/ rn L- 5 l it c l CD zN 1Q- o � 3 3LLJo mo ® O o o m o �t � f n - - N ® L C C i 1 Jcf) pp O I _JI �_ = CV N y 0 LL I c Lr) o ® Com° LLI (D QZ JZ Q LIGHT 8c VENTILATION SCHEDULE C ) O sF Z U O00 ^I ®® C� LIGHT VENTQ Z L� o ROOM AREA :2 ® p � ®® REQUIRED SUPPLIED REQUIRED SUPPLIED a w Q Y V d o BEDROOM 3 130 10.4 36.0 5.20 20.10 p ? Lwo O l ) m BEDROOM 4 118 9.4 22.3 4.72 12.4 z GREAT ROOM 174 13.9 43.6 6.96 21.7 Q Dw-j a of w KITCHEN 204 16.3 10.1 8.16 5.88 � �JJ ~ DINING ROOM 174 COMBINED LwLJ w�U- z > V) 00 Q� 13.9 53.0 6.96 34.74 cn j oll ok o� v)— SH"ll DrSX00.4-21MIS SERIAL! 16189 hones • LOCATION Mal"House Ft- 2 Z"Fl., quk1L- 135'l E 41 9 5 7, 12 f 48'-0' E,posum Catagoty C jz� a,-- I 'tor 1,1 a9 Es 141Wall Hqmml Brost 1 aP 1012 4 10" 5'-81/4' 5'-11/41/4" Ir 14'-8" SHEARWAJLI SPECIFICATlONS St 'l n we 7+I8'WSP wfn I'-GIs-1P.,Tabs.3.17 'is 'I 636 N'A Min S*Vnw%'.flo 1) 95 a'EC�.NaNln 59C tOb'J 35001 t`a I kla/ If z 0 O soml Eww.- I Flo-.1 l I L I= Lotftqen d%V.'.-L.0 dl1 I AS 1 48 m 25 'Al OW)I#Vft 35001 E = 9, LLJ 'N r7p oF F0 HaSM Soalftnj 01 fl I - 2 1 1 �Ijv.m loss 00-V �11 L-ha R-flts)JPof TaIllo 2 Sill 175 175 273 213 balls asaild-&pCoA, B/P TO FASTEN WALL STUDS < U"uurr Load t.FJ-1(11-Ila.T.bl.2.se- 2Eo 260 283 :83 �nw app, W HAV Sl W I TO FIRST FLOOR WALL STUDS T-1 S--'e-P.,S-p'! }bed b.--now S all OR HEADERS WITH SIMPSON • Re sh..I'vo-511r.vIl lt� ilol 669 MSTC52 STRAPS W/(221 16d 4�—056-—i56-—036 590.79P.t000.,IN0 z 0 NAILS EA END irm, STU K9 3w 3 [TYPICAL 0 ALL LOCATIONS] B/P TO FASTEN WALL STUD 14.1dilaiwil Cp.tity(lb.).Sg-nialdW.11, FMI 583, S l SNar aro Ul a--H.-1pt� 73 79 585 559 TO FIRST FLOOR WALL! DS 3500 tall ----.a-.a .f I-vr V`9 Lid OR HEADERS WITH SIMPSON Nc Id.11.m 'i 3 Is MSTC52 STRAPS WA221 16d l no 8tl..".'­'o",-1 4''!-L Vr­-32-- 1 21 1., 15 NAILS EA END r (L [TYPICAL 0 ALL LOCATIONS] !�WFORATEO T`&E 11)SHEAR WALL OnIGN "711 0 LOW"71411 1 opw 1-fbr*4n 1 063 1 cis I z S-r VV.s StMjKlm i C-4 fol ft tift-'estv'rh A01l,.1.0 S4-4 V.I.F0,C- O HOLODOWN CAPACITY 011so-Porforstl Walls 2V Ph- Palmmator smar V4 uplift me—�m�ipin I 'M l Penmtr N-Noncents,stor 160ral 15 11 a-,.c'-1= c 1 < SHEAR Wall DES.(IN',.11WICIA(SNOINGERED&I SERIALS Islas horEs MaIn Hou Ft- I lot Ft., D13MM CRITERIA VNIW Sp-0--goof 13SIMPM lRoof pat.p.Q) 95.F.A c,12 Eip-.Call 2.ow 1.2,w$ 4 1 81,110 1 CC a-fe,any At up al 12' SHEAR WALL SPECIFICATIONS Ply 3.w., NIA mil "h 1�'Gyps-(Por-f.-bWi-i7bj mil Sl Rail.(.1) a-Ell N.Ilft f-�5;0 1080 :�29 3 IN 1 730 136, Mln S ell le F------Am Lop P-IH Lad Prprltl"ll 3 WMENT10"S 11 SHEARto" WALk1?ESIGN to to rage ARA Wafts bn �17'-0 8'-3- j 2�-4- Pa,--Lotl Leri - .a M) ENO kl c'F.A Hall S..th -01(ft 32 1125. 162, �1 I.Vn'W.-p--&'p I Una L.!.,w L."w Raw ow(Pas _T•We2SB6A1 175 175 - mo -� �l -l � Ung Lm% IV P (its)Pa.Ubl.2,5B&Aj -wmo --- ---73 283- 283 -f sp..all Wl spewspe 2ND FLOOR PLAN Sw; jMq - j33 _}-Dats - " mf-Ab &Vj lag 170 740 734 DroNdea SMir WT Stn .AIpllll� -gol 136.0.r'v tON0ar t360 < Wo HilImAq.1-1[P.,F.- ` Lu f ING.ft shol.rf V-9rh z 06d I 11log-Ml 1.1 P 15M 13803 m uit 1 1 158 17C 114-1 734 - P.-t ar ..t n f.I.m%11.?Tl T - o No Ba rol�,smeKn enc crl 4 IX 1-,tW,j L"­ w "mcid-Cep-try(Ibmj-S.qq!-t.d W.11!.9001i 2086 1985 PERFORATED ITYPE 11)SHEAR WALL ORION Lord P-11.1 LOPUlIlrV101 I'll, 16 6 7 47 -1 f�P�'pm, Ze I,. fm"1 0 067 11.,tdd Is".,-ee.�S". fp'l 435 1 a36 kq-.S--Va..Fw P.Mr..hall 213 :58 5'-1 1/2" 9'-5- 111-9 1/2' Q4 ym.anc.—Y'r-pir. HO.DnOWN CAPACITY Ill I-Performlod Walls Itt F,-, .153 zu; P.­t,,Sloa,rM UpIM 8:1..r m ;oIII 255 d j 70000 7000# Is.T � .---�3500f --- ---- Tlm.todW. Co U-1 00 I- —————--A 500C 70000 70000 0 Lu 6 -VISISSES z (L z 0 z 6 z F7- 0 0 LLJ 35=0000 0 W0 I "r7OOO 0 a Poo 350OA V) 0-1 l co CD FOOD o B c/) --S: �?WODJ 0 >- 00 c) 101FO— 01b----LQ r I -------- 30000 00 co L C3 — X V-4" 1 0 -4j LLJ 2: m Ll C-D I'j c; V) c> M m o 0 C) < i 0 — -6c) LLJ m In 1ST FLOOR PLAN < 04 1c) C/) cn 0 p4) 0 rn V) 04 < Q7 ® C/) 00 Lf) L.Li c— Ld00 cn (D LLJ (D = > F- C) W < u ]Rg-- i�o - cf) Li < I-- < 0 o o O C-) ®® ry < C) � 0 O ®® c), < Y m < Ld C) o 0 Z C) Lu 0 U 0) G� AF m < F-- LLJ>- CJ I Z) I M C= L ) T- 0 f1fo- LIJ > 00 < V) WLd LL_ Z c/) <-4- 0 V) gmC/) 'ill 0 LLI < V) — ELI PIN RAFTER CROSS SECTION MICROLAM BEAM SCALE: 1/4"=l'-O' U 12 i z 9 o° I Q Z AIR BAFFLE SQF SPF i O BY WMH W i R30C INSULATION I z W/ VAPOR BARRIER Ix ANGLE BRAKET ® EACH Q SIDE OF RAFTER w/ 1/290 I n- DIAMETER BOLT THRU RAFTER (2) 4"x-3/8" BOLTS TO TOP PLATE i i CONT RIDGE VENT 18 int/LF 17� TYP ROOF 30 YR SELF-SEALING FIBERGLASS SHINGLES tl�� 2) 1�6d NAILS OVER OOFING FELT OVER 55 8" _ RAGENCY RATED SHEATHING ® 12 O.C. BITUTHANE APPLIED CONTINUOUSLYQ S� TO EAVES FOR ICE SHIELD t U) cn 12 C) 0 W PRE ENGINEERED & CERTIFIED ROOF TRUSS DESIGN 9 (2) 16d NAILS IZ ® 12"0.C. AIR BAFFLE BY MMH8 � " WMH R38 INSULATION v� r W/VAPOR BARRIERCo co a Q o 2x6 SUB-FASCIA 0 z ""- -ALUMINUM FASCIA z 2x6 BLOCK BETWEEN z o u EVERY OTHER TRUSS w/ uj VINYL SOFFIT 10.7 int/ftz VENT a o w 3) 16d FACE-NAILS AND '--TYP EXTERIOR WALL N a w 3 16d END-NAILS AT ACH END OF BLOCK TYP INTERIOR WALL [2] 2x6 SPF #3 TOP PLATES 2] 2x4 SPF #3 TOP PLATES o 2x6 SPF #3 ® 16" OC STUDS U It 00 I 2x6 SPF 2 SOLE PLATE a' rn x4 SPF #3 ®16 OC STUDS # � � 3 16d FACE-NAILS = (3)(82#) = 246# (WITHDRAWAL) 2x4 SPF #3 SOLE PLATE 00 1/2" GWB INTERIOR SIDE 33 16d END-NAILS = (3)Q28#) = 384# (SHEAR) Ic 1/2" GWB BOTH SIDES R19 INSULATION WITH VAPOR BARRIER Z N I C BOTH GREATER THAN 175# MINIMUM.] ( STAPLED TO STUDS ® 7" O.C. - MA only Pod 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE 0 >- 0 2x10 SPF #2 ® 16 OC FLR JST Ln WEATHER - PROTECTIVE BARRIER O 3 j R-12 RIGID FOAM INSULATIONIS? Zxb VINYL SIDING = z " TYP MARRIAGE WALL 00 Q 2x3 [2] SPF #3 TOP PLATES �:: z v X Li 2x3 SPF #3 ® 12" O.C.(1st FLR) CD Lu d �•/ -� .��'- 2x3 SPF #3 ® 16" O.C.(2nd FLR) oLn m 0 ( , ' O 1/2" AGENCY RATED SHTG. MAT.SIDE o _ 16d COMMONS 0 0 L11 1/2" GWB INTERIOR SIDE 1 0 2ND FLYGI TOENAIL®12" ac. oFQ- r`i o ' n �2x3 SPF #3 SOLE PLATE 00i910J `� N . NcD001ST FL CL -�--- '- 8d COMMONS Q N 0 AGENCY RATED SHTG. co ® 6" o.c. I­_ I� — c� TYP SUB-FLOORING 3/4" ALONG BAND Ld a V) /) _ 00 2x6 PT SILL PLATE v � 15- (SUPPLIED & INSTALLED BY B/P) 2x10 SPF #2 ® 16" OC FLR JST o 46 w >_ a� �w > Z M R-19 FIBERGLASS INSULATIONQ ~¢ (n TO COMPLY W/ENERGY CODE _02F_ J Z Q O (INSTALLED BY B/P W/VAPOR N o O 0 0 0 ®® BARRIER TO WARM SIDE) 1--, z Y Y CL Z ®® FOUNDATION WALL----,,,,.,, LALLY COLUMN °' � 0 :2 O ( , r O a 0 W 00 Z\ -/ °' Ar Urnlz g z m FOUNDATION FOOTING V) < o V) aJJ � W I I I COLUMN W �ZQ U) > Z 00 FOOTING vwi�w zo wk Q C) a ���111111 c) o o� cn nI 48'-0" U Z W . U Q Z O w I � I � ------------- I Z I \x/ i I 3"D FRM 2ND FLR S PLI S of GARAGE I BEDROOM 2 \ I I I I IIL m ' 20 m Q P N '-0" YQ Lu4 C) z � L ; m SHOD W O m 1 �2"V U 3"D FRM oD FL \f � \) 1 I SINK 1 1/2"D SUPPLIES a I 1 1/2"V WASHER , M S TR B D R M 0 2 D I \� o o 1 1/2"V „ I o 2D FRM oo2F I 2ND FLR oo °° I o SUPPLIES m `� z o -- -- z z WC (2)VAN2"V TO Q o w (If _ 3"D 1 1/2"D 2ND FLR w 0 2"V 1 1/2"V N 0- DECK BY B/P rn rn �� — NCO Z Co PO PN > c/) se o 2"V TO c> 3 L j 2ND FLR U = z 0000 > 00 < CD X SINKE LL- 0 ui 1 1/2"D N < o OHO > �w 0 F -60 SHO z IN _ '- of 2"D -J WASHER S 0 WC LAV LAV B SINK O M ` D Q N 00 o V � o 0 0Ld a Lo 17 N cV 17 N WC >00(2)VAN ( ) ¢ I � ® U p 00 2 VAN 1 2" -+— rn SID 1 1/2-D I I I I I / Cn I I I I I TYP LLJ ® ® WASHER Q Z � � F- 2"D FL I I I I I Lij J Z Q DWV DIAGRAM O F-- MA VIEW `A' - NTS z Y (D�f Y C� D = DRAIN p cr < Z O ®® V = VENT ------- DRAIN BY B/P SUPPLY DIAGRAM W Q FV _ FUTURE VENT DRAIN BY WMH VIEW `A' - NTS o bi o 0 1 SP = STAND PIPE F . = FLOOR LINE z m v DW = DISH WASHER =_____= VENT BY B/P Q WC = WATER CLOSET VENT BY WMH ¢ = 1 /2" SHUT OFF VALVE �- �w>.. w o FC = FIELD 0 COLD 0JJ m w CONNECTION BY B/P of Z �� B/P = BUILDER/PURCHASER ------- HOT � � L( -LL. o w Q� �� Q D U � R� 0O� N— nI 48'-0" U W Q WC LAV Z 3"D 1 1/2"D O 3"V 1 1/2"V F- W a. V) Z_ B/SHO GREAT ROOM 1 1/2"D it k t a. 4L I Q a I I 3"D TO BEDROOM 3 1 1 1ST FLR BEDROOM 4 I I " LAV I Z Y WC 1 1/2"D I W Q 20,E 3"D 1 1/2"V I (L �Nb+ 1 1/2"V 2"o 1 1/2"V 1 3"D TO I 1ST FLR I I I I 2"D TO I DINING ROOM I 1 w w L I 1ST FLR KIT.SINK & DW I ~ ~ 2"D t\ o 0 0 1 1/2-V 1 (` 1 1/2- FRM W 1 1ST FLR Z --- r \ I t\ z z 0 o Z U � U W Q ct O w U W of N _J c� � 00 � (o cr) ^ I THRU ROOF ®_ c:) >- 000 > z = � � N U c� z00 Z z 3 } C3 --vv X w z ry-) cn > C� w o � �` N LAV 0o m � �o TO CONN. W/ w Q LO d 3" M.VENT oN o � 0 � 3-D 3h 2'� TO CONN. W/ Q O 1 00 00 > 3" M.VENT L~�J O - c Lo TUB/SHO .5'D 3"D TO V v 1ST FLR `- ® v o0 7 TO CONN. W/ W N � 3" M.VENT > O �- o a) KIT QZ LAV > LAV WC TUB SHO LAV WC S 0 SINK DW W J — 1 1/2-D V) 0 0 0 z I I UO ®® > > 1/2- 1� I 1 2„7 I 1 2" Y 7 z Y Y O N N KIT.SINK I / I I / I I Q Z ®® � 2"D > TYP I I TYP I I TYP I 1 D � � O W 3"D TO 1 1/2-V N I I I I I I o p O Z C/ 7 Q 1ST FLR DW FL -�-- ----J FL -- ----J FL 1-- J WOO ® ` r---- r---- r---- - z m Urn I I I Q 3'D SHOWER 2"D TO 13/4" 13/4" 13/4" ~ awl-WC w o 2"D 1ST FLR I TYP I TYP I TYP o J J w LLL��JJJ W 0 Z:2 ~ > z � tai W (n o w� Q L) Q � o 00� � 489-011 Z W Q Z O n W 26 I 1 17 18 TV (n \-----------i� I 17 Z I 18 18 18 \ / I 26 CLG 2s 26 1 17 F 18 Q /x\ I 59mF I GA GE BE 00 2 6 \ I I 17 1 (D x GFI 2s I m SO 17 O 12 18 18 N 16 — 14 Y ((f 2\ N N 0- 16 16 16 ®12 12 O 15 U y ~, N Ld m — — e SD 15 LdO 4. s'-s" p -9" W. co I 15 U 3 7 f, CD BEL L i 14 16 c�5b- 16 � F 14 w ------ 16 15 F 15 g0 TR BDRM �O w O Z ,5 ,5 1 I- Nam L 1 �� 0 -1 I 23 1 O Q Z 1 14 14 —0 O B T 16 �F TO 2ND FL I o ci 14 Z J o UNDER PLATFORM £ 20,22 O0 1 — 2s 14Z w J ,r.. v : : jj�0175 ( Z O U W 16 14 Q p W U ® LI016 of 0 m dM w (If N a. DECK BY B/P _I U M 00 Lo (D to c a> I L F0 26- 00 tl) � � U Zoo LEGEND CIRCUIT DIRECTORY W5 Z o CD O PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. oLn m o U o 110V DUPLEX RECEPTICAL 1 4 8-4 RANGE KIT COUNT AFI] 12-2 20 2 0 � - O do 110V DUPLEX RECEPTICAL - SPLIT WIRED 3 KIT,CNTR,DIN[AFI] 12-2 20 4 o o L_ rn 220V RECEPTICAL 5 20 12-2 REFRIGERATOR[AFI] GL-BATH HALL AFI 14-2 15 6 J = �-- a� — 1 Fo WALL LIGHT 7 15 14-2 GL-KIT AFI GL-DINING GR AFI 14-2 15 8 Q °) U c M CEILING LIGHT SURFACE MOUNTED [ ] / y 0 9 15 14-2 GL-G R AFI GL-G/R,EXT AFI 14-2 15 10 w W -c- >` Ln O RECESSED LIGHT AT CEILING V v .t v, SWITCH, SINGLE POLE 11 15 14-2 GL-BDRM 4 AFI GL-BATH,SD CO AFI 14-2 15 12 0 c 00 44- +,P SWITCH, THREE WAY 13 15 14-2 GL-BDRM 3[AFI] GL-MSTR BR,EXT[AFI] 14-2 15 14 LJ L.LJ W _ SNATCH, FOUR WAY 15 15 14-2 GL-M BATH[AFI] GL-HALL,MUD RM[AFI] 14-2 15 16 Q Z ®17 FAN/LIGHT FIXTURE ®H RANGEnIOOD FIXTURELjj (n 15 14-2 GL-BDRM 2[AFI] GL-MSTR BDRM,EXT[AFI] 14-2 15 18 J — Q _J 5 FAN/LIGHT do HEAT CEILING UNIT 19 20 12-2 BATH GFI's AFI DRYER 10-4 3 20 ~ O O LL ®® ® SPECIAL PURPOSE CONNECTION 21 20 12-2 DISHWASHER[AFI] 22 Z O OO O JUNCTION BOX 23 20 12-2 WASHER AFI MICROWAVE[AFI] 12-2 20 24 0 < ZZ Q Ac/Dc SMOKE DETECTOR 25 20 12-2 24" REF AFI GL-GARAGE[AFI] 14-2 15 26 BELL 27 Q Y ® DOOR BELL BUTTON 28 0 � � o O r Q TELEPHONE OUTLET 29 30 2014 N . E . C . m z Urns � w -El�: TELEVISION CABLE OUTLET 31 32 * ALL OUTLETS TO BE TAMPER RESISTANT * Q c0 Ld 0 THERMOSTAT 33 34 a L,J w r- ®; VACUUM SYSTEM OUTLET 35 36 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * (n o_j� F CEILING FAN do LIGHT 37 38 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * Li CZ N > � c0 L;j FLOOD LIGHTS 3g W NU) ZO w < IC<L ❑F CEILING FAN 4.0 � _ 0� m N� 48'-0" U W Q Z O U 10 W 13 '-4" Lr 12 11 0 10 Tv 10 U) 2'-8 1 2 Z R 11 i� 9'-6" / " _ 13 F 10 13 12 12 9 9 ry EB � EB � Q 13 9 � F F 11 F 12 I I 2 � 1 BED 00 3 BE 0 M 4 Llo 11 ------ ———— --------- — 10c� 13 11 10 9 EB O Al SD SD 11 m EB 9 3 U-) 12 12 qp — — — — — Q wn N " 3 ---= KITCHEN 4 op 33 8 r- 11 ' 6 6 3'-9" EB s Z C Lo 11 I i�X�� I 6 ( 12 \ U- � p F It 5=6 112 �I nFLR 67'-7 1/2" 6 --- 8WO O6 >� TO A C To 1ST L- —7 2 BSMNT SD 0 2 I -- --------- -- 4 - S 7'-8 1/2 I e b�s L�CEN O . 6 I 7 o . ..... 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