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HomeMy WebLinkAbout41671-Z ��U�UFFQt,�t© Town of Southold 5/31/2017 P.O.Box 1179 cz °" 53095 Main Rd ��fj� ' �a0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38981 Date: 5/31/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 345 Old Cove Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 52.-2-13.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/29/2014 pursuant to which Building Permit No. 41671 dated 5/26/2017 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 with second floor deck, second floor balconies and one car garage as applied for per ZBA#4480, dated 7//24/1997. The certificate is issued to 345 Old Cove Blvd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0045 12/2/2016 ELECTRICAL CERTIFICATE NO. 41671 5/24/2017 PLUMBERS CERTIFICATION DATED 3/30/2017 Peter Kyriokoulios 0 oathoed Signature TOWN OF SOUTHOLD �g�FFot,r�D�' BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41671 Date: 5/26/2017 Permission is hereby granted to: 345 Old Cove Blvd LLC c/o Nickart Realty Corp 775 Brooklyn Ave Ste 100 Baldwin, NY 11510 To: Construct a new single family dwelling with garage & decking per Planning &ZBA approval, flood zone permit included, access not permitted on Rt. 48. Replaces BP# 39303 At premises located at: 345 Old Cove Blvd., Southold SCTM # 473889 Sec/Block/Lot# 52.-2-13.2 Pursuant to application dated 5/26/2017 and approved by the Building Inspector. To expire on 11/25/2018. Fees: PERMIT RENEWAL $952.40 Total: $952.40 • i TMT ng Inspe for �gUFFO( TOWN OF SOUTHOLD BUILDING DEPARTMENT z 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#: 39303 Date: 10/23/2014 Permission is hereby granted to: Nickart Realty Corp 775 Brooklyn Ave Baldwin, NY 11510 To: construct a new single family dwelling with garage & decking per Planning &ZBA approval, flood zone permit included, access not permitted on Rt. 48. At premises located at: 345 Old Cove Blvd, Southold SCTM # 473889 Sec/Block/Lot# 52.-2-13.2 Pursuant to application dated 9/30/2014 and approved by the Building Inspector. To expire on 4/23/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,904.80 Flood Pennit $100.00 CO -NEW DWELLING $50.00 Total: $2,054.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 Inspectonshall 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 5 Date. l � 2-0 New Construction: Old or Pre-existing Building:°,_ (check one)0 ,Q I Location of Property: Q Q_ N ki® b I I House No. ` Street f Hamlet Owner or Owners of Property: ";4 �� 1 coe l�� UL Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No.3q -))o 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 1 OF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ►, ® aQ roger.richert(cD-town.Southold.ny.us Southold,NY 11971-0959 ®l�C®UIV 11,�^�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To 345 Old Cove Blvd. LLC Address: 345 Old Cove Blvd. City: Southold St: New York Zip: 11971 Building Permit#: 41671 Section: 52 Block: 2 Lot 13.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Wilson Electric License No: 5139-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Loft X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 69 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 6 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 74 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200A Switches 69 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Exhaust Fans, 16 ARC Fault Circuit Breakers. Notes: Inspector Signature: d Date: May 24, 2017 0-Cert Electrical Compliance Form As SO Town Hall Annex fi�gg,, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O D [EQUYLE BU LDING DEPARTMENT D TOWN OF SOUTHOLD LIAR 3 0 2017 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Q 1 Building Permit No. � ICo �l Owner: g] (Please print) Plumber: ` ? `a C I iC' eP ease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. a Si nature) Sworn to before me this 23 �. day ofLr\NGl- 201-7 Notary Public, County SUSAN B CARMAN NOTARY PUBLIC-STATE OF NEW YORK No. O 1 CA6192882 euallfied In Nassau County My COM(nlsslon Expires e�• ' �-a1� y 3 Q ,��OF SOUTyo COU ,� .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: F DATE INSPECTOR d _moi 0F SOpT�olo cOUNi`I,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR r3f so �L) TOWN OF SOUTHOLD BUILDING DEPT: ' 765-1802 . INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION p [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ �ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING Pea REMARKS: O z-z- tr,va Sp/1- f- -el°e6 TCS A4' IL- 4,,T- DATE ����� IN P S ECTO i o�01 q SO�T�ol cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ 1,4 MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] ULKING RE ARKS: 12- .7 C DATE 0 moi' �� INSPECTOR ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAF NSPECTION FIRE SAF FIRE RESISTANT CONSTRUCTION FIRE RE ANIT PENETRATION ELECTRICAL (ROUGH) E TRICAL (FINAL) CODE VIOLATION CAULKING REMARKS- DAT ( �_INSPECTOR �o�,�oF so�ryolo - courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTI [ ] FOUNDATION 1 ST [ ] UGH-PLUMBING [ ] FOUNDATION. 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESTS ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) [ ] CODE VIOLATION [ • CAULKING REMARKS: L DATE INSPECTOR of Soul �'► ev�i�n� 0�0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INtULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) /-,,*% 4rfu) REMARKS. o4v, Arw. a Aafej v4e(vt. i,&.e. 1 'agdoal, WLf4,' DATE 3 INSPECTOR Z?SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R T PENETRAT N�, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN �� REMARKS: 61, 7,- .swo��"' 1 . DATE INSPECTOR71 - .� 1 G • �O cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT., `165-1802 INSPECTION, [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] F NDA [ ] INSULATION [ FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V le DATE INSPECT /R-.-, - SOF so ��'YOOUNT`1,ac� TOWWOF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROU PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �P/� &� ,�vW3 0 .�:C�i /1S ✓' �l� �1C'�1/ DATE INSPECTOR 1 71 ENGIN ;EER1 'NG 22 March 2016 Building Inspector Town of Southold Main Road_ Southold, NY 11971 Dear Sir, I inspected the framing at 345 Old Cove Blvd,in Southold,Building Permit#39303.To the best of knowledge and experience the framing meets New York State Building Codes. _ The framing is different from the drawings submitted for Building Permits and as such I will provide you with"as constructed"drawings. If you have any questions on this matter please contact me. 0PD D MAR 2 2 2016 BLUDING DEpT. TOWN OF SOMOLD BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH(_ FISCHETTI.COM FISCHETT IENGINEERINO.COM 63 1 -765-29S4 1 725 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 PECONIC SURVEYORS, P.C. P.O.Box 909 1230 TRAVELER STREET SOUTHOLD,N.Y. 11971 631-765-5020 - FAx 631-765-1797 John T.Metzger,L.S. December 6, 2016 Southold Building Dept. Town of Southold Town Hall Annex Southold NY 11971 To Whom it May Concern; It is by our observation at Peconic Surveyors PC that the engineered flood vents installed at 345 Old Cove Blvd. Southold, Ny, SCTM# 1000-52-02- 13.2, were installed to FEMA specifications. Thank y John T. Metzger Pe c,$u- eyors PC co ,a ij'1L rt P: 15 � v .4P '0 tANWO D DEC - 6 2016 BUILDING DEFT. TOWN OF SOTTTHOLD FM . . • OF, W. M. TA L STATE ENEROY • WPM mmi�l OWN �. awn rME II��I►Jl' 'u,r MM— Warm C-1 i - •� tf, 1� oell i TDWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined [� 3 ,20 Single&Separate Storm-Water Assessment Form Contact: Approved d ,20Mail,t r , 1141h Disapproved a/c Phone: Expiration J/-)-3,20 F& !I-,- CU � � U � �' Building Inspector l I SEP APPLICATION FOR BUILDING PERMIT u � _ - -- Date July -, 20 14 ~BLDG DEPT. � INSTRUCTIONS iowi,,OF SOUTHOLD _ 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 steal l 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. Nickart Realty Corporation (Signature of applicant or name,if a corporation) 775 Brooklyn Ave,,#100, Baldwin, NY 11510 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Nickart Realty Corporation I (As on the tax roll or latest deed) If applica is a co orat' of duly a orized officer (Name and title of corporate officer) Builders License No. ) Plumbers License No. Electricians License No. Owner Other Trade's License No. ) 1. Location of land on which proposed work will be done: �S Old aDy,��Vk rI Southold, NY House Number StreetIto County Tax Map No. 1000 Section 52 Block; ,b 4'. .- 2, :; Lot 13 t /Subdivision Nickart Realty Corporation Filed Map No. 11952 Lot #2 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant land b. Intended use and occupancy Sipgle Family Dwelling 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000-00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units one Number of dwelling units on each floor n/a If garage, number of cars n/a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front n/a Rear n/a Depth n/a Height n/a Number of Stories n/a Dimensions of same structure with alterations or additions: Front n/a Rear n/a Depth n/a Height n/a Number of Stories n/a 8. Dimensions of entire new construction: Front 56' Rear 56' l"`D,�oh _: 32' Height 30' Number of Stories 2 9. Size of lot: Front 193.88 Rear 193.88 Depth 90. 18 10. Date of Purchase Jan. 21, 19823 Name of Former Owner Helmut Hass 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES X NO__ 14.Names of Owner of premises Nickart Realty Address Baldwin, NY Phone No. 516-867-7500 NameofArchitect Joe Fischetti, P.E. Address Southold, NY Phone No 631-765-2954 Name of Contractor Owner Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * 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 X NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF G-ZAL L Nick Paleos being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Corporate Officer (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi 2s— day o 20 A A RI =T0 of Now Ywk otary Public No.01R1614476i Signature of Applicant QuaN6ed In Nauru County My o6mmisslon t xpkes Arp.2%2616 ' c 4PPE.a--S BOARD MEMBERD S�fFd(i O � SoucholdTownH. \ Gerard P Goehringer,Chairman `h� y� 53095 Main Road Serge Doyen o P O.Box 1179 James Dtnizto,Jr. n2, Southold New York 11971 . QRXames Dulizio,Jr. P1 Fax(516)765-1823 Lydia A-Tortora a�101 �a� Telephone(516)765-1809 Maureen C. Ostermaun BOARD OF APPEALS TOWN OF SOUTAOLD FINDINGS, DELIBERATIONS AND DETERMINATION c -y REGULAR MEETING OF JULY 24, 199 -� Appl. N -.80 - ICKHART REALTY ( 2-2-13PARCEL ^ J STREET & LOCALITY: 53100 C.R. 48, Southold AL J L � lam' DATE OF PUBLIC HEARING: July 10, 1997 1i FFF FINDINGS (PROPERTY FACTS): PLL.P'h N;O6�ARD DESCRIPTION: This property is located in an R-40 Low-Density Residential Zone District, being situate on the southerly side of County Road 48 (a/k/a 19iddle Road, or North Road) and along the westerly side of a private right-of-way- This lot as a-usts contains a total lot area of 17,484 sq. ft., lot width of 193.88 feet along the northerly property line abutting C.R. 48, and lot depth of 90.18 (easterly property line) as shown on the map prepared by Warren A. Sambach, Sr., P.E. BASIS OF APPEAL: Building Inspector's Action of Disapproval ! issued September 18, 1996, and updated April 28, 1997, which reads as follows: 1. insufficient lot area and depth in an R-40 Zone. A lot is required to have an area of 40,000 sq. ft. and is required to have a depth of 175 feet- Article IIIA, Chapter 100-30A.3. 1 2. insufficient front yard setback for a non-conforming lot - Article KXIV, 100-244B. Also, another Notice of Disapproval was issued June 23, 1997 (received July 3, 1997) indicating that Lot 92 requires a lot width of 150 feet in an R-40 Zone. AREA VARIANCE RELIEF REQUESTED BY APPLICANT: Reduced lot size for two proposed lots in this pending subdivision project at I 17,484 sq. ft. each. The lot depth_is_shown_aL-90.-18-feet--for_each lot, and lotwidth along-C:R=d8 of 193.88 feet each. The future � �loa'ation of' a new principal single-family dwelling shall be as \I established by code or Board of Appeals.i requirement. The 1 iproposedeductiont i m hem frony t� d �setl7ac`—ar - more:= Ia�rtj`cularly shown on the ilIap prepared Uy-_Warrengr--t-4 Sambach P.E.'it-32'ft:to"the-north-property line at its close's[==point, d 26'2" to the southerly front property line at its closest point. The Page 2 - July 24, t r Appl_ 44180: 1000-52-2-13 (Niekhart Realty) Southold Town Board of Appeals natural buffer along- the southerly and northeasterly property lines I will remain intact and maintained. REASONS FOR BOARD ACTION, DESCRIBED BELOW: (1) The granting of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties since the existing lot is two to three times the size of all.existing lots in the immediate area except for Lot 2.1 with motel use. The division of the subject land into two lots of 17,000+- sq. ft. for each lot is larger than the following contiguous and adjacent lots: 052-2-8 of .33 ac; 52-2-7.3 of .22 ac- 52-2-7.5 of .13 ac; 52-2-6 of .12 ac; 52-2-5 of .13 ac; 52-2-4 of .13 ac; 52-2-3 of .12 ac; 52-2-2 of .13 ac; 52-2-1 of .12; 52-2-10.1 of .30 ac; 52,2-12.1 of .30 ac; 52-2-14 of .33; 52-2-15 of .26; 52-2-39 of _21 ac; 52-2-16 of _25 ac; 52-2-38 of .28 ac.; 52-2-17 of .09 ac; 52-2-18 of -10 ac; 52-2-19 of .11 ac_ These two lots to be created will be approximately .44 of an acre. (2) The requested area variance is not substantial based upon the immediate lots, listed above, that are adjacent to the subject parcel because the subject land, when divided equally, is approximately _44 of an acre for each as created which is at least 20% to 25% greater than most of the parcels in the immediate area. (3) The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district since the two lots will be the last in the immediate area that would be improved with a principal building out of a rosi- i 1 P P g PP mately nineteen (19) parcels in the immediate area already built upon. (4) This action is the minimum that the Board deems necessary and adequate and at the same time preserves and protects the character of the neighborhood, and the health, safety, welfare of the community since the applicant is required under this variance applicatton..,,.not to createacurbmcuts_along County Road_.48...a_nd_..must, � utilize the existing internal roadway for tngress`•aiid egress to newly I created parcels- It is the opinion of the majority of this Board that by also utilizing the internal roadway, the health, safety, and welfare of the community will be protected- RESOLUTION rotected. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Dinizio, it was RESOLVED, to GRANT the relief requested WITH THE CONDITION that thEre be no direct access, curb cuts or driveways from or to A Page 3 - July 24, sC7 Appl. 04480: 1000-52-2-13 (Nickhart Realty) Southold Town Board of Appeals i Counts- Road 48 from the parcels. VOTE OF THE BOARD= AYES. MEMBER DOYEN CHAIRMAN GOEHRINGER MEMBER DINIZIO. I NAYS: MEMBER TORTORA stating that the percentage of the variance is substantial, and MEMBER OSTERMANN stating that the spirit of the zoning ordinance should be upheld by the present code requirement and not have overdevelopment_ This resolution ums duly adopted (3-2). GERARD P. GOEHRINGER, CHA MAN MEETING OF JULY 24, 1997 APPROVED FOR FILING a��m�s Kzus-tom cxt*x.stta� Actions.all/52-2-13 I BOARD MEMBERS ®F $®(/Ty Southold Town Hall Leslie Kanes Weinman,Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning p ® �O 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'YcouffN N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809• Fax (631) 765-9064 October 21, 2014 Patricia Moore, Atty. � — 51020 Main Road f ` Southold,NY 11971 f I L OCT 2 1 2014 RE: ZBA#4480—Nickart Realty ')I.DG DEPT Dear Ms. Moore: (I 1, OF SOIITHOID I have reviewed your letter dated October 16, 20,14 requesting a de minimus determination in the above referenced ZBA decision.Your proposal is to expand the footprint of the proposed residences beyond the size noted on the survey associated with the original 1997 variance relief. You propose to meet setbacks as shown on the�Planning:Board approved_§ubdivision survey dated :February 10;,1998;last revised November 22,-2013 prepared_by John Metzger;LLS., Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity beyond the relief granted will be created, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department so that you can apply for a building permit. If you have any questions,please call the office. Si c e , Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector DMELLIAB fi ltK12 Owilw WIN!AI N rL rl PraporaA¢sale a Int n a la �- -- --- xy► �y. AETAM• MD�OILE ROAD C.R. 48 y p arra rwM- �nr�v ey ' O "19M88'1717W ao y.wi r•aoLO20' 11 POP!- �1F�AioatAMc �t�.�•r10AG /P /OQ SK I t RMiM1 wrro~owsawroo[r wMA cout AAo m K nr nlao LOT 2 4 � 193.BB•—� , r 193• `- FINAL PLA T edr/iq •rlw AweA a FOR THE I ` OLD COVE BOU.EVARD (private'rad) y I SUBDI VISION KEY MAP TYPICAL PLOT PLAN FOR SCALE: 17---600' KEY „ NICKART REALTY CORP. £ EXPANSION POOL9Q - PROPosa<D ELE✓A7xx+ %ft-4*M*'W LP LEACHINGA T SOUTHOLD POOL -Wsnasa NtNesPGe LE ' sTIASELEYATroN TOWN OF SOUTHOLD 1 9 5 #FILE No. ST SEPTIC TANK WS WATER SERVICE y�A�I I. 8O W WATER MANN EL ESUFFOLK COUNTY, MY EX/STING ELEVATION © PROPOSED ELEVATION 1000—52—02-13 ,APPROM SM 1r 100 0 100 200 306 AmK,.,,, ROARD 16 9 01 TABS. No. kJ 66011-'� CA fQVVN ,.�)t ID FILED APR 01 201 3 FOR — �LScale 1 — 100 I w►1 J , - ----- FIS Or �``` FEB•'10, 1998 - I SEPT.13,2000 1 revlslon J -_ ---- - 201 / �. 6"�' a MARCH 27,2001 1 revision 1 _---- -- - ---- --- - - AP l��yy CV C. L �1 MARCN 9.?oDG(rerrrM^: - J f GV LQ �� a' $•• / JudrthA.Pah NOV. 30,2006 Irevislons) r CLERKOF SUFFOLK 00 00 el a / April I,2008(revisions) ` O s' �e' S JULY 31, 2008(ADDITIONS) �,I. OPO `'`'� z6�,� `e �• �a�°�.� Amv.:zN;,aaa.uLwriaw: .: rl 't NOR a ,t � es � a �. • c 00 Q I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL TOTAL AREA a 34,898 eq. ft. SYSTEM(S1 FOR 7}IS PROWECT MERE DEshEO BY ME OR td�OER MY DAECTION. TOTAL NO. OF LOTS - 2 - BASED ON UPON A CAREFUL AAD TMROUaN STLDY W TW SOc�STE AND GROUND / 0 O` AREA LOT 1 s 17,438 sq. ft. WATER CONDI ALL LOTS AS pS�COAF TO THE OLK COLAVTY /,/ a a•t ,gc�1 ` �9 DEPARTMENT OF LTN SERVICES CpdTRtACTION WAADAMS#11 EFFL�CT P' AREA LOT 2 - 17.438 sq. ft. AS OF THIS DATE -0 O $L> ZONIUMrTNG OFd IRIARING 40 09G ,O1�b1 M/CNAEL D. AMES N.Y.S.P.E.LIC,NO. 70501 OWNM SUFFOLK COUN H UPrA(lf,aE,AR N Y• HEALTH SERVICES tuacART REALITY CORP 775 BROOKLYN AVENUE BALDWII.NY 11510 res, ewaw rEsranraws DATE , , B W D PALE Nt FIE TO D AMM SND t LOAN 411 AM SAAR SP 1X75 IS TO CERTIFY THAT INE SUMV190M PLAT NAS BEEN APPROVED r +' BY THE PLANNING BOARD OF THE TOWN OF SOUM40LD BY RESOLUTION Brow,LOAMY PALE JIROW FIE r0 OF APPROVAL DATED 3. aAID sM r 6M SAAo : This Is to certify that the proposed Realty SubdIvIslan or Davelopmef aW�TO at LOAMY&W SM fa M the BY sr r FIE TO Mm SAID Sr „ with a told of lots was CHAIRMAN PLANNING BOARD IA1Fw N IL M r IATerrNrALE e2 approved an the atrns date. Nhte'Silppliss and Sewage Ohposal FW Iawr� E FIE TV AM SIM N.9�6 WoP��ed Facilities must conform to canst/uetksn standards ti e Hest at the GA-1 9. bre time of construotbn and ars subject to separate Permits pursuant P WATER N OASAAW Mr r r a those standards. Thh approval shall be valid only N the realty I ACTUAHERML SURVETIFYYS THAT IRIS 12BAASNOfI PLAT MT17 WAVE FROM cur ow VA TER M BL eoO bdlvlon Claval t mop h dWy filed with the Count Clerk within ACTIIAL SURVEYS COW+LEiED 1Y/1/b7. HMTHAT ALL IONSMON11ENi5 / agmen Y lrOVAL THUS • ACIUN.LY EIaST AND Ties POeiTlaffS ARE CORRECTLY as rATF.B N z VA N evoN+ a year of th=e. Consent h flraby given far the 1RMq of fish SHOWN AND ALL DWMMAL AND OEOKTIC DETAILS ARE CORRECT.- Wro corm! Fns TO COARSE map an which this endorsement appears In the Office of the County err SO, err sono Clerk in accordance with provisions of the Public Health law end the fes+ Suffolk County Sanitary Coda / aLALF;r0. r � —.— WATER SERVICE 71"'- N Y.S L! 49618 ANY ALTERATION OR DInON TO THOS SURVEY IS A VIOLATION PECONIC SURVEYORS, P C FLOOD ZONE AE/eL IW OF SECTION 7209 OF NEW YORK STATE EDUcanON LAW (631) 765 - 5020 FAX(631) 765-1797 FROM F]RM MAP NO.36103C0158 G EXCEPT AS PER SECTION 209-SUBDIIVISION 2 ALL CERTIFICATIONS ELEVATIONS ARE REFERENCED TO KG:V.O. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P 0 BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON Sheet I of 3 SOUTHOLD, NY 11971 97-290 L_ J I � r MIDDLE ROAD (C. R. 48) J 387.76' N.61.3970'E. ' j 173.63' © s�' 20.04' j 7• � 193.88' N Q 15' Veg4foleE Buller �r � ' -NCO CEDARS �� 1 h 1 Stl / —-- M rAt1 wrr~ NA" M1t(7A. fi r < r L O r w w w w w w to 1N PLANTED ° t I°E.PLANTED m !`t x r� -0 ,e ss f F oN/O/F a m S I r' !p IpSUNSET POINT u la Ps o ���LLC o of �ROOF RUNOFF = m � PRA�OSEO NOVS£ TD /AJa ,r V •"" JP !PLOTI � E LOT I -1792 s°.lr. E O D ro 1792•I 017 303 cull O JOS/243 Il JF. PROVAE 6 DWS. 6Y•2•D..O - '�` Z O fwOrww mrnc srsTEw TILL pwt71'o9.1D sOI1C drJ7EY WALL 3� 9 t LOr 2 — ^ (Rill J t��9fo•R rTy,Ya. 3•AOrD Lif'.WMZ KA at OT-1792 s7 r! s Q'717LY 1. 3-AAAD aZAII UKV MICI — 17 1792•I C.1/•305 cull. _ — .rlLRlt:ff LIMN 171JS1�~• IY' 305/28.3 /1 W. PRVOE 6 OWS. 6'0•2'D..p N ,yLAB' Lm-_ 13,Z" u4)l'ow dr mmum Am –91 t IM64- rne,net o I UM.w --- �+ r �6!3910'Y. r "OLD COVE BOULEVARD" N/O!F A. d M. I BEE HIVE DEVELOPACNT CORP. STACHTIARIS PHILPPIDES LIVING TRUST N101F I. F ER ( PRIVATE ROAD) 1 t ' � I I � I 'IbllnmlSotlpo{S START MALL APD W6ETATED BLFFER LyN6rAti/ii&ftwc v /MY O7(7FAD INTO RIGHT CF WAY AS IVIDCW.O �OFNEIq,Y ON SLOJECT PARCELS, LOT I L LOT 2 1t MAP OF PART OF y�o,,z-ME7 yr> T ,,, p(ED CFDAri/ Tora1 AREA =34,49&sy.u. OLD COVE BOULEVARD AS WIDENED AND IMPROVEMENT PLAN " LOT I AREA= 17,434 sa.rr. A r SOUTHOLD Ir�w� NO TV DE PL OF FRENCH DRAM•REFER TO LOT 2 AREA•!7434 str.1f. APPROVED BY OWN OF SOUTHOLD "�°`t '� ,,qo _ wz QRALVIGE?LAN GATED I(26/09 AREA OF VEGETATED BLf7FRS "1 ��' PLANNING BOARD SU FOLK COUNTY, IN, Y. :' 11 14 s � � N AREA Or PRIVATE ROADS•3+8!+q,2 JAN 31 29.•1 + 1W{ 34496 It-348f�s�/�L•SON-14709 WL w M Y.S.Lh:.N0. .` Gur ALTENAncw cr ADanav To rrrs svrrer,s•vlotlrrorr (S VEOEATFD BLFFF/i 344!AvN. 70WN OF SOUTHOLD 1000 52 - 02 - i 3 w w1 °= r sccrkw)pal Cr PC Arw rwvu snt n E no T7gV LA•. SETTIC 9ALLED ENLLOSLRES -5999: 1t• Scale, /' = 20' T ,�._, EXCEPT AS"SCCrKw)lOA•fiA1LYVISItYI LALL CE/11F1CA AIXIS ,ncw ANE vweo Fx n.s r.Ar wry eor�Es»olEOf O.I r S'ROAD CLEARENCE AA£A 2114 r L q CCWC Yp)sy P.0 •rte NAP ov r�� sSm suL of n6 suwrrli. /o VEGETA FI BLFFEFr 60o q h DATE //���O/� Oct. 22, 2009 40'ESSIOM�`� II 763 x-y�2°PAX(6311 76s-!7 L.- MMCOK !0'VEGETATED BUFFER •600.gal f''� r NOV.9, 2009(REVISIONS/ P.0. TRAVELER STREET/� 1474.1 s0./!. VEGETATED C ` NGV.16,2009(r.rlrltxrrl ` SOUTNOLD, MY. 3197! 97'2 Q _� �o i I l 044%Ycwk ate Mpnoont of Em gnMj consommon DWon of Emfronrmemtdl perms,Region on* BuNAV 40-atW ,NewY9rk 11700-M Phanw.(ssl)4444M - PAX:(831)4444M Webs**,waw. .nV us Mck Pala Febmry 10, 2007 Aftmlas Cavalas Nrrt l Corp. 775 ®r w*lyn Averu Soak INWR NY 1161 d RS. 1-4-MOISSUMI ' NKK Corp, Pmperty,MW IOU&fid.(C.R. � SouthM S.C.T.M.#'I 2-2-1$ Dear . Palans rind GMMS: . This Is In response to your mqued fbr a NonhAWlcWn cls antra raftm two rata* for the prtpedy raftmrwed above. Thrs Departrr nt Mmde a detrlmkWlon nepardinp ft Inft of Arm 20(Mal Wetlands) ju fig'We pmparty on April 81 1 M a coy of thM later is endlosed. This CMOs does not snake repeoed datoFmIn for the amnic alts,. The Iknite of ourjes —d11cobion wore WkaWd In our orklrrel Nw4uftdkftm ieftr and urs sal "nWo in aft wncifilon have oomffed.tht letter teras 1n~ on*,Skin Ote leftr of Nbri- Jurisdieftn is~WpAd for Me pop"and,not 1D the owner,It Is net m=muy to trarW r tha MW tD a now owner. The orWel koller should be saved for your ftwe ref , Plem do not heeftle to call m at(831) If you have any quo0ons or you v4sh fa discuss,this near Barthel. �Irs�rely, Kelly Arm Fe Aomw Program Alda: I+IYSDEC, Merin F 191SW Protection Me �reraes f TooIA xva 9Z:9T VTOZ/LU/0T ' , �'t ' � - � z�l � � I , -n 11.11. S 1(1u5 A•la� sWi-14 T. TE,RRY I � e N YIP O nox 1 17()�1 ) OWN CLERK cr1 C' �` Southold MCIA Ytirk t Itt G1 -rnlJR Or V1TM-STAT15'11CS `+��, (C�i Fax (5 I hI 765.1 R�1 MARRIAGE OFrICI?R _ �O TcicRhonc ( S 16) 76C. RECORDS MnNAGEMENT OITICEII .�Ol f REEDOM OF INrORMnT10N OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD OR AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit Application" ( FDP(93) ] , and "'Certificate of Compliance f�sr Devello" men in / / Special Flood Hazard Area [C/C(93)] . • B✓V. GPT TO";4 OF SOUPIOLD Judith T . Terry Southold Town Clerk August 25, 1993 . APPLICATION ' PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. ECTI N 1• GENERAL PROVISIONS APPLICANT to read and sig o work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire, if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make cr-asonable inspections required to verify compliance. S. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THLE BT 07 DGE,TRUE AND ACCU TE. .. t ��b 2,0/ 6 (APPLICANT'S SIGNATE) . UR C�i DATE PROPOSED DEVELOP,L ENT g(,�c completed by APPLICA 1M NAME ADDRESS y® PTELEPHOME APPLICANT BUILD 'f � 12-( ENGI !:7� t, ,t✓4� � �.� ' -01T.-f-.2 6 PROJECT LOCATION: To avoid delay is processing the application, ptcasc provide coough informa(ion to easily identify the project location. Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest in(crsccting road or well-known landmark A sketcb attached to this application showing the project location woLdj be helpful iQ FDP(93) APPLICATJON PAGE 2OFd DESCRIPTION OF WORK (Check- all applicable boxes) A STRUCTURAL DEVELOPMENT ,CTIVFY STRUCTURE TYPE ❑ New Structure O Resideudal (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodprooftng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercal) Cl DemoGtioo ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Roa�)L, Street or Bridge Construction t /% ❑ SuFd vision (New or Expansion) j/ O dual Water or Sewcr System f ❑ Other (Please Specify) Aftcr completing SECTION 2, APPL[CANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be complar-d by LOCAL ADIvflMSTRATOR) The proposed development is located on FIRM Pancl No. , Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone dcsignalion is loo-Year flood elevation at the site is: ' Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposed development is located in a (loodway. FBFM Pancl No. Datcd ❑ Scc Section d (or additional tostruclions SIGNED DATE APPLICATION 4 PAGE ] OF 4 SECTION 4: ADDfTI NAI. INFORMATION RE U1RED To he com Ictcd by L CAL ADMiNIST RATOR The appLicant must submit the documents checked below before the appbcadon can be processed. ❑ A site plan sbowmg the location of all casting struuures, water bodies, adjacent roads, lot 'dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproof7mg of utilities located below the fast floor and details of enclosures below the First floor. Also O Subdivision or other development plans (If the subdivision or other development axceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-yeas flood elevations if they are, not otherwise available). O Ftans snowing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non,residential only) _Ft:NGVD (MSL). For floodproofcd swctures,�AppUcant must attach certification from registered engin eer or 11 _ architect. / O Certification from a'registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law W , 19_. The permit u issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Dcvelopmenl Pcrmit upon payment of designated (cc. If BOX B is checked, the Local Admuustrator will provide a wrttteo summary of deficiencies. Applicant may revise and resubmit an" application to the Local Administrator or may request a bearing from the Board of Appeals • APPLICATION PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals --- Approved? G Yes 9 Pie Conditions ,SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate o_f_COmDlianee is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed,land surveyor (or attach a certification to this appfication). Complete 1 or 2 below_ 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal-r-11 Iazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L. Actual (As-Built) Elevation of floodprooftng protection is FT. NGVD (MSL)- NOT" Any work performed prior to submittal of the above information is at the risk,61 the Appl,•.'cant. SECTION 7 COMP1AANCE ACTION (To be completed by LOCAL ADMINISTRATORI ' The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention_ INSPI✓CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Ccrdficatc of Compliance issued: DATE BY: Attachment B i BAMP,LE CERTIFICATE PF COMPLIANCE special Flood Hazard Area for Development in a Sp .t I lr1 i TOWN OF SOUTHOLD CERUFICA.TE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rnwuErt MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENT'S OF LOCAL LAW # , I9_, AS MODIFIED BY VARLANCE # DATED SIGNED: DATED: CIC ( 93) A AH NG ADDRESS: PLANNING BOARD MEMBERS �pF SO P.O.Box 1179 MARTIN H.SIDOR h0� Southold,NY 11971 Chau OFFICE LOCATION: WILLIAM J.CREMERS d, Town Hall Annex KENNETH L.EDWARDS �0 54375 State Route 25 JOSEPH L.TOWNSEND (cor.Main Rd.&Youngs Ave.) DONALD J.WILCENSKI l�c�v�f j Southold,NY Telephone:631765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 13, 2010 Patricia Moore, Esq. 51020 Main Road Southold, New York 11971 Re: Conditional Final Approval: Proposed Standard Subdivision of Nickart Realty Located on the south side of CR 48, approximately 900 feet west of Bayberry Lane, in Southold SCTM#1000-52-2-13 Zoning District: R-40 Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, July 12, 2010, adopted the following resolutions: WHEREAS, this proposal is for a standard subdivision to subdivide a 0.8011-acre parcel into two lots where Lot 1 equals 17,438 sq. ft. and Lot 2 equals 17,438 sq. ft. in the R-40 Zoning District; and WHEREAS, an application for Sketch Approval was submitted on May 11, 2006; and WHEREAS, on July 10, 1997, the Zoning Board of Appeals granted an Area Variance (No. 4480) for the proposed action with the following condition: 1. "There shall be no direct access, curb cuts or driveways from or to County Road 48 from the parcels"; and WHEREAS, on March 1, 2005, the Town Board of the Town of Southold adopted a Local Law amending the Town Code to include Chapter 117, entitled "Development Rights, Transfer Of'; and WHEREAS, Chapter 117 expressly prohibits the Transfer of Development Rights (which include Suffolk County Department of Health Sanitary Credits) unless said transfer is made pursuant to Chapter 117 and in full compliance with its terns and conditions; and •i Nickart Realty Page Two July 13, 2010 WHEREAS, pursuant to §240-4(A) of the Town Code, any subdivision is required to "demonstrate conformance with the various parts of the Comprehensive Plan, adopted addendum, plans and studies, Town Code (emphasis added) and the official map;" and WHEREAS, on November 13, 2006, the Southold Town Planning Board acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, established itself as lead agency for the unlisted action and, as lead agency, granted a Negative Declaration for the proposed action; and WHEREAS, on May 8, 2008 an application for Preliminary Approval was submitted; and WHEREAS, on July 14, 2008, the Southold Town Planning Board granted Conditional Sketch Approval upon the map entitled "Subdivision For Nickart Realty", dated February 10, 1998 and last revised April 1, 2008, prepared by Peconic Surveyors, P.C.; and WHEREAS, on August 12, 2008, the applicant submitted a Park and Playground Fee in the amount of$7,000.00 as required by Southold Town Code §240-53 (G); and WHEREAS, on September 19, 2008, the applicant submitted a copy of the Tidal Wetland Letter of Non-Jurisdiction from the New York State Department of Environmental Conservation, dated April 6, 1998; and WHEREAS, on January 23, 2009, the applicant submitted the Final Report for the Phase I Archeological Review, prepared by Tracker Archeology Services, Inc.; and WHEREAS, on February 13, 2009, referrals for the above-referenced application were sent to the following for comment: 1) Southold Town Engineer 2) LWRP Coordinator 3) Southold Town Board of Trustees 4) Suffolk County Planning Commission 5) Southold Town Chief Building Inspector 6) Southold Fire District; and WHEREAS, on February 27, 2009, the Southold Fire District responded stating that there was adequate fire protection for this proposed standard subdivision; and WHEREAS, on March 12, 2009, the Suffolk County Department of Health Services approved the above-referenced proposed standard subdivision; and I WHEREAS, the Suffolk County Department of Health Services approval of the proposed standard subdivision was based upon the Transfer of a Development Right (Sanitary Flow Credit) from a parcel located in Mattituck to the subject parcel, as approved by the Suffolk County Department of Health Services Board of Review in its findings, dated October 30, 2006; and t n Nickart Realty Page Three July 13, 2010 WHEREAS, it appears upon information and belief that in approving the proposed standard subdivision based upon the Transfer of a Development Right(Sanitary Flow Credit), the Suffolk County Department of Health Services did not consider the enactment of Chapter 117 of the Town Code; and WHEREAS, the Transfer of a Development Right (Sanitary Flow Credit) as approved by the Board of Review and the Suffolk County Department of Health Services is not in accordance with Chapter 117 of the Town Code; and WHEREAS, the Suffolk County Department of Health Services standards for the Transfer of Development Rights requires that the project must comply with, among other things, the requirements of the Town; and WHEREAS, on March 23, 2009, the Southold Town Local Waterfront Revitalization Program (LWRP) Coordinator reviewed the proposed action and provided comments and recommended that the proposed action was consistent with the Southold Town LWRP policies; and WHEREAS, on March 30, 2009, the Southold Town Planning Board and Planning Staff conducted a site-visit to the above-referenced proposed standard subdivision; and WHEREAS, on April 10, 2009, the Southold Town Engineer provided comments on the above-referenced proposed standard subdivision; and WHEREAS, on April 16, 2009, the Southold Town Board of Trustees provided comments to the Southold Town Planning Board for the above-referenced proposed standard subdivision stating that"...due to the proximity to the Long Island Sound, the area is subject to potential storm damage and should therefore not be subdivided" and further disagreed with the New York State Department of Environmental Conservation's determination on non jurisdiction; and WHEREAS, on May 13, 2009, the Suffolk County Planning Commission provided comments stating that the above-referenced proposed subdivision was a matter of local jurisdiction with the following comments: "The proposed subdivision creates substandard lots and appears to be an over intensification of use based on the requirements of the Town of Southold R-40 Zoning District; and Clearing and grading within each lot should be limited to that necessary for siting and constructing a house and typical accessory structures with the intent of preserving as much of the natural vegetation on the site as possible, and to minimize stormwater run-off and erosion."; and WHEREAS, on May 29, 2009, the applicant submitted a revised subdivision map showing the staking locations for the building envelopes as requested by the Southold Town Planning Board pursuant to their March 30, 2009 site visit; and Nickart Realty Page Four July 13, 2010 WHEREAS, on June 23, 2009 and September 22, 2009, a letter was sent to the applicant by the Southold Town Planning Board requesting revisions to the subdivision map on a scale of 1:100 to clearly show the following: 1) clearing limits 2) building envelopes 3) setbacks 4) driveways 5) expansion of right-of-way on Old Cove Boulevard to 25' wide 6) proposed French drain, grading, retaining walls and septic system as required by Southold Town Engineer for drainage plans 7) 15 and 10 foot natural vegetated buffer along the north, east and southerly property lines 8) minimum of 4 street trees on each lot along CR 48; and WHEREAS, on June 23, 2009 and September 22, 2009, in the same letter sent to the applicant requesting that, in addition to the items to be submitted on the subdivision map as outlined in the previous "WHEREAS",the applicant shall also submit on a separate plot plan, at a scale of 1;20, the same items as listed above; and WHEREAS, this request for a separate plot plan at a scale of 1:20 to be attached to the subdivision map which shall be at a scale of 1:100 was made by the Southold Town Planning Board so that all revisions and requirements for this particular proposed subdivision can be seen clearly by the Southold Town Planning Board for effective review as the property totals only 0.8011 acres and two small lots, each totaling 17,438 sq. ft., are being proposed for this property; and WHEREAS, on November 19, 2009, the applicant submitted subdivision plans and drainage plans on separate plot pians entitled "Map Of Part Of Old Cove Boulevard As Widened And Improvement Plan" at a scale of 1:20, prepared by John Metzger, L.S., dated October 22, 2009 and last revised on November 16, 2009, reflecting the previously requested Southold Town Planning Board revisions; and WHEREAS, on January 25, 2010, the Southold Town Planning Board reviewed and accepted the revised Preliminary Plans; and WHEREAS, on February 1, 2010, the Southold Town L.WRP Coordinator provided recommendations of plant and tree species to the Southold Town Planning Board for landscaping and vegetated buffers to be planted on the above-referenced proposed standard subdivision; and WHEREAS, on February 1, 2010, the Southold Town Planning Board reviewed and accepted the LWRP Coordinator's recommendations; and WHEREAS, on February 9, 2010, the revised Preliminary Plans were reviewed by the Southold Town Engineer; and i i Nickart Real Paye Five July 13, 2010 WHEREAS, on February 16, 2010, the Southold Town Planning reviewed and accepted all of the above-referenced comments; and WHEREAS, on March 8, 2010, a Preliminary Public Hearing for this proposed standard subdivision was held and closed; and WHEREAS, on April 12, 2010, the Southold Town Planning Board granted Conditional Preliminary Approval on the subdivision plan prepared by John T. Metzger, dated October 22, 2009 and last revised November 16, 2009; and WHEREAS, on June 7, 2010, a letter was sent to the applicant by the Southold Town Planning Department requesting certain changes to the Final Plat and the required Covenants and Restrictions; and WHEREAS, on June 15, 2010, the applicant's application for Final Plat Approval was deemed substantially complete with the submission of 5 paper copies and 4 mylar copies of the revised Final Subdivision Plat; and WHEREAS, it has now been discovered that the applicant's use of the Transfer of Development Right in,the form of a Sanitary Credit was not in compliance with Chapter 117 of the Town Code; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent, as outlined in the memo from the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board hereby conditionally approves the Plot Plan entitled "Map Of Part Of Old Cove Boulevard As Widened And Improvement Plan" at a scale of 1:20, prepared by John Metzger, L.S., dated October 22, 2009 and last revised on November 16, 2009, and to be filed with the Suffolk County Clerk with the Final Plat; and be it further RESOLVED, that pursuant to Southold Town Code §240-24, the Final Plat is in substantial agreement with the approved Preliminary Plat prepared by John T. Metzger, dated October 22, 2009 and last revised November 16, 2009, and therefore, no Final Public Hearing is required; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Conditional Final Plat Approval upon the map prepared by John T. Metzger, L.S., dated February 10, 1998 and last revised on July 31, 2008, entitled "Final Plat for the Subdivision for Nickart Realty Corp." subject to the following condition: 1. Proof of compliance with Chapter 117 of the Town Code for the Transfer of Development Rights (Sanitary Flow Credit) or, in the alternative, approval of the Suffolk County Department of Health Services that is not dependent on a Transfer of a Sanitary Flow Credit. Scott A. Mussell ���°Su '�v `]F01KMWA\`]F1E1K i - -§UPERVis®IR IWA\N AG]EAMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' o 53095 Main Road-SOUTHOLD,NEW YORK 11971 -{� � d. � OCT , W4, CHAPTER 236 - STORMWATER MANAGEnn r ' ME ( TO BE COMPLETED BY THE APPLICIAN BLDG DEPT TOWN OF SOUTHOLD DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes (CHECK ALL THAT APPLY) ❑ NoA. 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. _ ® '. Site preparation on slopes which exceed 10 feet vertical rise to / 100 feet of horizontal distance. [ ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT•�(Property Owner,Design P offeess)onal,Agent,Co�n't_raactor,Other) S.C.T.M. #: 1000 Date .r� NAME V on c W �Z District •� -\ "l Za` I I urine `Se ct)on Block I L�oSt •7h �s(Slg.t. Q 1 ` FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. J� �-L 1 - \ 0" (Te4' eNumbed — — — — — —51 G_ � Reviewed By: J� Date: - Rtej 4 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — --- Approved — Approved for processing Building Permit. S ormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT- S.0 T.M # 1000gUFFq CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) U.— - dQ /r SZ 2 P/o t-3 Stormwater Management Control Plan CHECK LIST NAME. Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application:� Pleax Pnnt Date ° _ * The applicant must provide a Complete Explanation and/or Reason for not providing �l all Information that has been Required by the following Checklist) Signature Tcicphcne Number 1. A Site Plan drawn to scale Not Less that 60' to the Inch MUST If You YES answered No or NA to any Item, Please Provide Justification Herel show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 771 �0 c. Existing-Natural & Man Made Features within 500 L.F. DRAINAGE INSPECTIONS ARE REQUIRE® of the Site Boundary as required by§236-I7(C)(2) contact TOS Engineering at 765-1560 before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 0Barkfill, OR Provide Engineer's Certification e. Limits of Clearing & Area of Proposed Land Disturbance. that tha drainame has hPan installed to Code. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures,roads, 4 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. 0 0 V00 j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 0 ti oQ,4 34 ao;u-c q M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2'. inch 00Shall include but not be fienited to. rainfall/storm event A well I I I d i I I td j Vied ConstructionEntrance, 3. Details&Sectional Drawings for stormwater practices are required for approval Wire Backed SW Fencing,stabilization Items requiring details shall include but not be limited to Seeding of expose and/or inactive soi s. a. Erosion & Sediment Controls. 0 b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 0 d. LeachinS Structures (e g infiltration basins,swales,etc.) ****FOR ENGINEERI EPAR USE ONLY**** Additional Information is Required. Reviewed & stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — I/ VStormwater Management Control Plan is Complete. Date: l SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 39 303 PROJECO LOCATION - CONTACT INFORMATION: S.C.T.M. #: 1000 ENGINEERING DEPARTMENT (Properly Owner,Design Professional,Agent,Contractor,Other) � o��n b�SUFFQ� NAME- 3H 5 0 L CDyF, BLVO LLC Section Block Lot SITE INSPECTION REPORT FORM PI—e Print Inspection gate o a E-Mail Address Telephom Number f Vp/16 1 Subdivisions, Site Plans, Stormwater Improvements & Other Installations DESCRIPTION OF REQUIRED SITE WORK yES NOTNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing& Area of Proposed Land Disturbance 0 c. Condition of Stockpiled Soils �0 d. Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. 0 f Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter&Leader System-Drainage Piping 0 i. Instalation of proposed Swimming Pool and discharge ring 0O I Inspection of Construction Entrance/Staging Area(s) TOWN Oil SOUMOM k.Location of proposed concrete washout area(s). I OTHER-Explanation Required m.OTHER-Explanation Required 00 A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows OPTION*. 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. #:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*.3. Si spection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: 4N en- ENGINEERING INSPECT REPORT Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved By: — — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date. A4, Inspection Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form -TOS May 2015 39303 U.S DEPARTMENT OF HOMELAND SECURITY OMB No 1660-0008 Federal Emergency Management Agency Expiration Date November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and (3)budding owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Budding Owner's Name Policy Number. 345 OLD COVE BLVD LLC A2 Building Street Address(including Apt, Unit, Suite, and/or Bldg No)or P O Route and Company NAIC Number Box No 345 OLD COVE BLVD City State ZIP Code SOUTHOLD New York 11971 A3 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc) 1000-52-02-13 2 O�� Addition Accessory,etc DD A4 Budding Use(e.g., Residential, Non-Residential, ry, ) RESIDENTIAL ppII A5 Latitude/Longitude Lat.41D 05M 20S Long 72D 24M 46 9S Horizontal Datum E] NAD 192011. 144 1096 A6 Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance A7 Building Diagram Number 8 BUILDING DEPT. TOWN OF SOUTHOI D A8 For a budding with a crawlspace or enclosure(s). a) Square footage of crawlspace or enclosure(s) 1,482 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 10 foot above adjacent grade 11 c) Total net area of flood openings in A8.b 1,735 sq in d) Engineered flood openings? ❑x Yes ❑ No A9 For a building with an attached garage a) Square footage of attached garage 310 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A9 b 400 sq in d) Engineered flood openings? ❑x Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1 NAP Community Name&Community Number B2. County Name B3. State SOUTHOLD, TOWN OF 360813 SUFFOLK New York B4 Map/Panel B5 Suffix B6. FIRM Index B7 FIRM Panel B8 Flood Zone(s) B9 Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 36103CO158 H 09/25/2009 AO DEPTH 2 B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source B11 Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source- B12 ther/SourceB12 Is the budding located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date- November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit, Suite, and/or Bldg. No)or P O Route and Box No Policy Number 345 OLD COVE BLVD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Building elevations are based on- ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2.a—h below according to the budding diagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized- Vertical Datum. NAVD Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source. Datum used for building elevations must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 8. 0 ❑x feet ❑ meters b) Top of the next higher floor 11, 6 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑meters d) Attached garage(top of slab) 8. 5 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the budding 11. 6 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to budding(LAG) 8.4 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to budding(HAG) 9. 6 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7. 8 x❑ feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information l certify that the information on this Certificate represents my best efforts to interpret the data available l understand that any false statement may be punishable by fine or imprisonment under 18 U S Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑No ❑Check here if attachments Certifier's Name License Number JOHN T M ETZGER 49618 Title OWNER s' J Company Name g PECONIC SURVEYORS PC s Address e" e' r 1230 TRAVELERS STREET City State ZIP Code LAND SOUTHOLD New York 11971 Signatur Date Telephone f 11/03/2016 (631)765-5020 Copy I pages of this Ele on Certificate and all attachments for(1)community official, (2)insurance agent/company,and (3)budding owner. Comments(including type of equipment and location, per C2(e), if applicable) C2-d GARAGE UNDER A8-8 VENTS ENGINEERED AT 200 SQ.FT/3 VENTS AT 45 SQ. FT. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit, Suite, and/or Bldg No)or P O Route and Box No Policy Number- 345 umber345 OLD COVE BLVD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C For Items E1—E4, use natural grade, if available Check the measurement used In Puerto Rico only, enter meters E1 Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is 1 6 ❑x feet ❑meters ❑above or ❑x below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is 0 2 ❑x feet ❑meters ❑x above or ❑below the LAG. E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is 2 0 ❑x feet ❑meters ❑x above or ❑below the HAG. E3 Attached garage(top of slab)is 1 1 ❑x feet ❑meters ❑above or ❑x below the HAG E4. Top of platform of machinery and/or equipment servicing the building is 2. 0 ❑x feet ❑meters ❑x above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑x Yes ❑ No ❑ Unknown. The local official must certify this information in Section G SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name JOHN T METZGER, PECONIC SURVEYORS PC Address City State ZIP Code 1230 TRAVELERS STREET SOUTHOLD New York 11971 Signature Date Telephone av_ ��/ �%n� 11/03/2016 (631)765-5020 Comme ❑Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 -) BUILDING PHOTOGRAPHS OMB No. 1660-0008 &EVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 349 &D CavE D City State ZIP Code Company NAIC Number So wTHo(,7> '" 7 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and'Rear View';and,if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Photo One Caption Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 11/3/2016 20161012_095131_resized.jpg (2448x1836) _k r" _- .,... ........... � 1� JAW ti j4 11/312016 20161012_101311_resized.jpg (2448X1836) Rte. .*.. •6 �4,�. " , �u a u f S Y a 16 M ar. ~ ^. r q ..�... n.a mr ffidi f 1 • 1 . 1 11 1 -• •• a }. m 1 ✓ ry fit., i NO Aw w x QT, 'r+ F t r �_ 1102016 20161012_100115 resized.jpg(2448x1836) MM � yY•� f Yl f ��� 1 +.m v" _..`• .fig�y ��1� � � � k�`� y��R� ��y I OWN - y f Mo �OF SO(/r-o! Town Hall Annex Telephone(631)765-1802 54375 Main Road r� gg QQ22 P.O.Box 1179 G Q roaer.richertadown soUttlold �US , Southold,NY 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �����\ \�� Date: l ko1(c, i Company Name: �k- ���� ��� -•�^�� Name: License No.: 'S\`3� _\- 1 E r Address: 14% tAeoS S Phone No.: 3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 6A *Cross Street: -L fig *Phone Na.: 2S — \0(M s Permit No.: '3 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � � (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: (S/ NO NO I Temp information(If needed) *Service Size: 1 Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground NUmber of Meters t Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 'n f lX � 82-Reque for Inspection Form uFsouryo6 BUILDING DEPARTMENT I TOWN OF SOUTHOLD Town Hall Annex•54375 Main Road•P.O.Box 1179•Southold,NY 11971-0959 i l��oy Telephone(631)765-1802•Fax(631)765- 502 f Date Number of Meters / Temporary Certificate � 1 Size /0 6 Phase -"r ! I' Overhead� Underground ❑ d ` New Service Change of Service ❑ Reconnect Existing Service ❑ p Location O7-T j Issued to ` p �� �,A Installed by #(fes= (�rL%4f C: '�^ Lic.# Reference f -214-1 4- — 3<[ e Application for electrical service equipment is on file with the Town of Southold.On applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This is va' or �me a date. Authorized by j 1 r r I � l r , t' r i t t w b t t r I tI I } � f � r t � t r t x y r � R l f f � �aaBr r. L s i S � F ' �.. I ri ,, _ _ �. ,� AGI .,��; { � 1 � t t ,a � t ti I I r 1 �~ I � � ' \ ` I �. � 1 � I � / .' ` � � `�..`�' F :� � ' /�����/; � .� ~� F ti i � w\ s i *41 . l i w TOWN OF SOUTHOLD Q��uFfnt,��o BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . r' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS f UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39303 Date: 10/23/2014 Permission is hereby granted to: Nickart Realty Corp 775 Brooklyn Ave Baldwin, NY 11510 To: construct a new single family dwelling with garage & decking per Planning &ZBA approval, flood zone permit included, access not permitted on Rt. 48. At premises located at: 345 Old Cove Blvd, Southold SCTM # 473889 Sec/Block/Lot# 52.-2-13.2 Pursuant to application dated 9/30/2014 and approved by the Building Inspector. To expire on 4/23/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,904.80 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $2,054.80 q f�� q Building Inspector „ ._� 44 �; -�.,- ` �`"'�.; -r , �” i i \„ `\_ _ 3_ / \ � - � � � `�� i i / i' r ! �`��„ \. �� � y �- t �� ' � ,er" � � \ '\ / � � � � � . � � " ` r +� � � '# f' \ 1 � � , ''' � � i �'t . � � �� • i � � � � � `i� , __�---- �- __ � , � r � � �� � r� � � . ' �� ..� `i 4 n�.�_. `�, � �'n ;'i� � �. �" � �, � �� r 'ti �, ` �Y- �,, r I j w Southold Town Building Department �ps�tFot,tco P.O.Box 1179 Permit#: 39303 53095 Main Rd o • � � Southold,New York 11971 Permit Date: 10/23/2014 4o�s (631)765-1802 Expiration Date: 4/23/2016 Parcel ID: 52.-2-13.2 BUILDING PERMIT RENEWAL LETTER Dated: 3/30/2017 Applicant: Nickart Realty Corp Location: 345 Old Cove Blvd, Southold Work Description: SINGLE FAMILY DWELLING construct a new single family dwelling with garage& decking per Planning&ZBA approval, flood zone permit included, access not permitted.on Rt. 48. A FEE OF $952.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Nickart Realty Corp Address: 775 Brooklyn Ave Baldwin,NY 11510 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. fi!t II.12 care MTRAMw �n P�+�¢� �- etir yae IETAee. AHt1001LE I ROAD CR 4B EL 91 a eR.Airs,ECAF--- - - --— corm LJ.-!Fox S /93.88' TW lao ^0S9"� TW/ao 193.88 �sr atl9rOr pN I . LOT I r+ 10%k A 0 app rmo0P7IIwTrQIc rAAc� /Aoew/wla.sT `oNG �s� IV' I loiar.s To�rAso�t TI/I 1 V 4 sr =j wM iww Te am ow MLow Poo"wm r CaL. O I A[>R m III r[I{O.le Sr 5 n/ n/ao LOT 190188 193. FINAL PLAT Ci FOR THE _ , swap sslr ius e OLD COVE BOUEVARD (privater d) I'+ I SUBDII/lS/ON KEY MAP I I FOR SCALE: 1`_-600' TYPICAL PLOT PLAN KEY N/CKART REALTY CORP. E EXPANSION POOL 97 - PROPOSED ELEVAnW LP LEACHING POOL A T SOUTHOLD ST SEPTIC TANK EL ,-Ewsr,AT ELEVArA7K TOWN OF SOUTHOLD T 9 5 WS WATER SERVICE SCALE, !' W2 #F«E No. W WATER MAIN EL EXISTING ELEVA nON SUFFOLK COUNTY, N. Y © PROPOSED ELEVATION 1000-52-02-13 AMOVlO tY 100 0 100 200 300 zR_Ae4wl-,i- ai>ARD 16 9 01 ABS. No. EGO I ,t >� FILED AP 01 201 FpR �' Scale 1" = 100' , oH.EF 0% 3 °`� /°� FIS FEB: 10. 1998 - SEPT. 13,2000 1 revision) _ - -- APR 1 201 PGG MARCH 27 2001 i revision 1 ---- --- ---- -- -- - !� P `Ci tsf`et 1 MARC# 9.goo/lrnvrtM Judith A.PaScs 1. it NOV.300 2006(revisions) r' CL.ERKOF UFFOLK rj 00 d' / April I,2008(revisions) 0 0 s v9�•� 1p Q,.' b/ JULY 31, 2009(ADDITIONS] y���O ,, t ,�/,� /c4- # .fid 1 wov.YPi Baa uoarlaa tCY f .1pR ,a a ��,,, eft }, ,I�� �' ♦e1d V / Co. I HEREBY CERTIFY THAT THE WATER SUPPLYIS)AND/OR SEWAGE DISPOSAL TOTAL AREA ® 34,896 sq. ft. SYSTEMIS)FOR TNS PRouECT MFRS DESKi11E0 BY ME OR DOER my DIE'CT10N. v /p. tlE 1P TOTAL NO. OF LOTS - 2 - BASED ON UPON AS CAAEFGC AFlD THOROUGH STUDY OF TW SOI S/7E AND GROUND /0 ," \ i�l� AREA LOT 1 c 17,438 Bq. ft. WATER MENT MALLL LOTS AS IN SERVICESPC TPV SrrA6/TO TW WARDS AV EFF�COLTK cowry �� ? / C e ,yc AREA LOT 2 - 17.438 sq. ft. DEPARTMENT OF �7'Nr0 0 �� / %� •a' t pest 1 ,erg AS OF THIS DATE a` ZONNG OF CLEARING CT ± LI O 0% MICHAEL D. MAPES N.Y.r&P.E.LIC,NO. 70501 OWNER: SUFFOLKAUEUNHEAL IH SERNS NICKART REALITY CORP. 775 BROOKLYN AVENUE BALDWIN.NY 11510 TEST enauc > DORM 81 112 DATE,_„ o PALE BL FIE TD ua<n SAO A LaAV IED.SAM sp. - THIS IS TO CERTEY THAT THE SUBDIVISION PLAT HAS BEEN APPROVED 2- P BY THE PLANNING BOARD OF THE TOM OF SOUTHOLD BY RESOLUTION oRon!LaAw PALE neons FEE TO OF APPROVAL DATED Ir SAM r /M SAID AP ihis Is to certify that the proposed Realty Subdivision or Developmen x LoAw SAO STI {aT M the BY 45 MM SAM T°SP Lr r FEC ro Fen"00 SP with a total of_lots was WATDr N nC # , WATIN N/ALE M L7 approved on the above date. Mater Supplies and Sewage Dbposal Fro A� 6 FSE TO AER SAM a wo+e.�ed Facilities must conform to construction standards in efbat at the e. w E time of construction and are subject to seperate permits pursuant WA TDA N ail W o those standards. This approval shall be valid only H the realty ACTUJII HEIIFLY rJ<T ETT THAT ETES S2AI07. t PLAT wilt MADE 1ROM CLAY IATPR Nest eoe bdivion devsi t mop b duly tiled with the Count Clerk within 9HOWN 0 14/1/C7. THAT ALL YallrENB � >r � agmen Y lIOfM1 TM15 • ACTUALLY DeST AND THEet rOR11a115 AM CORRECTLY WATIN N wCeN WA TDP N ARaew a yew of this data Cement b hereby given for the filing of this SHOWN AM ALL COONSOM AM OT DETALS ARE CORRECT..- �TD CaAsee FSE To COAASE mW an Nflich thb endoresment appears In the Office of the County Sir SAM SW Clerk In accordance with provisions of the Public Health Law and the 1/ - Ir Ir Suffolk County Sanitary Code. d�L�Flq v Direct rTr. -of itrivirarrI agwy i�ryj, }i' —.— WATER SERVICE N YS LI 49618 ANY ALTERATION OR OITION TO THOS SURVEY IS A VIOLATION PECONIC SURVEYORS. P C. FLOOD ZONE' AE(eL 10) OF SECTION 7209 OF NEW YORK STATE EDUCATION LAW (63/) 765 - 5020 FAX(631) 765-1797 FROM FIRM MAP NO.36703CO158 6 EXCEPT AS PER SECTION 209-SUBDUWSION 2 ALL CERTIFICATIONS ELEVATIONS ARE REFERENCED TO ALG.V.D. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P 0 BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. Sheet- I of 3 SOUTHOLD, N Y 11971 97-290 i ,4 ,r� { 1.I,�'' rJ. TEST BORING DWELLING ja C1 C' r �I �.,14�1 TOP OF WALL EL IOS fin. fir. el !2 �� +�c'Z" !'''-� O _ - _ - - science • �.�� �,. .� -a� - , by McDonald Gpo EL. a FfdgW eRAoE ROOF RUNOFF ; 41C�P1�9 `, �. w _ - TW EL. 10.3 1792 SOFT. c 1 ti -- -- 0.17 d 3OSt��tlNfP,R� 'st��Ywr�h�tiD� s�Wili6..G►1�l�i _ =-� r -- +- ' '•. ; i I = Mlxm SAND 8 LOAM �. L 1792x I x , _ : FPFE RETAr,► 305/28.3 II VF wg-R-��•.J�@p, �q i. S �RATi$(h� i PALE B"%W E 9.4 JE 92 1OT°�°rWq( CENTER l8 T� 0.3• WALL PROVIDE D�S. 6'� C�6 r ffi'W��U�!!9!!!V IU9��1� 3-` _ — y ; i �. To ate. AMYSANtea' s.T E e.o 1' OR EQUAL FORFIN ACS►dOVAL. ---- '- - . - ' _ eso LOAMY SAM GR WATER 3•MN / - __ -j - ^' E5ftE4ARAT1ti(� � �� FAN$ To A9s" - - f , -F- - E• •- - SAND SP EL 27 1- Z;i , EL 27 `�'a 5 NOTE= - - - - Ls�j f �� WATER 31 PALE B� ►WEST SUBSURFACE SEWAGE DISPOSAL _ _ _• _ r TO ate.SANDEEc� PROPOSED SEWAGE DISPOSAL SYSTEM -' ; } � -�� WATER N B&BOG sRa wwA OS SYSTEM DESIGN BY= - ( _ g •(0 `( 48'AS Dave{@-flr wi(h_Jwok�__ I- 1000 GAL. PRECAST SEPTIC TANK (CONCRETE) sEo�yocEo0- JOSEPH FISCHETTI , P.E. , __ -_ .g_ �_- _ TO CCOOARSEIV�sAPu 1 5 LPs. 8'0 +� 3' OF?TH WITH 3' SAND COLLAR PF�oPOER HOBART ROAD3= - ISW) TO BE 3;ABOVE GROUND WATER 'SO',4�p� / SOUTHOLD, N.Y. 11971 T z ' 4! REMOVE UNSUITABLE MATERIAL A ID, (631) 765 - 2954TO SAND (SW) BELOW POOLS WITH - 3' COLLAR AND BACKFILL WITH g� i — SAND (SW) � 0�� :� - ! ' - -----.- �. Vis �• g' , �2 Z y _ C.00 / �s 0 115 fiE94R •EAC}I W_9YA'7 EQO�1Ca_— — 9 `9 \ o T ® ® ./ 1' NOTES �p P ,�� ®� s G�G `�•�J �S_ ��� moo` - 3 STEEL TO To CE13T�lfpTJ3E FINAL ® . 0 CONSTRUCTSOH OF RETAMG WALL AS �P A t REWIRED BY HEALTH_DEPT. T-\ ENGINEER TO BE CAU ED RENFORCING BEFORE PLA TCEWDIT EOF Tom' CONCRETE �00 w �� 3g � �® el�J 1;F1 \40® j0 fgc+ 0 PROPOSED SEPTIC SYSTEM ® W ��� RETAINING WALL 1 0V100 U �U, DIP VW a°P° o �2 �' °'�8 4 = ® SURVEY OF PROPERTY P � �- � 0 2 - St `�° �� " - e®��i' AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. _ Ly LOV-.% 1000 - 52 - 02 - P/O 13 Lu ® w ®��0 Scale: 1,,. 30� �� LU °� �` P�� PR ��v _ April 16 2010MM ��Q• ®' MA 15LL. W , 2414 IREVIS101S1 � :3il O o I® ® -� GPS y, v ao � E�L, f M. w per• � � �? 0 ,p _ �, =� `• 10. The locations of wells and cesspools _" shown hereon are from field observations ���� 179438 S •�t• I w� I O 1f P� and or from data obtained from dthers. q -"` ,Y,�° �G Therefore their locations and or existence `�`�' t� 1 lPv ti is not guaranteed. ����� �O f N.Y.S.°LIG NO. 49618 ®���Bl SO1°VpCOS I am familiar with the STAND,4RDS FOR APPROVAL LOT NUMBNRS ARE REFERENCED TO SUBDIVISION FOR NICK-ART REALTY P CONIC SUkVtYORS, F.C.- ANY ALTERATION OR ADDITION TO THIS S S•A VIOLATION DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES 163/1 765 - 5020 FAX (631) 765 - 1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION CAW. FLOOD ZONE AO Depth 2 NAVD 88 P. O. BOX 909 a EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS and will abide by the conditions set forth therein and on the FIRM 36103C01SB - HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY ermil io construct. 1230 TRAVELER STREET IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE P J - ate"' SOUTHOLD, N.Y. 11971 a L� SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVA TIONS ARE REFERENCED TO N.G.V.D. O ' -O `� DWELLING fin. fir. 12 TOP OF WALL EL 10.3 TEST BORWG EL It FP46 ED GRADE ROOF RUNOFF -��T__��,r.,�}c by YcDonald Gposdonce rK ro E.L. 7-.6 /792 SOFT. -T' o r ►av 1792x I x 0.17 = 305 cu,11. >NaEo sANO a LOAM YSfCSf..Ft AT 18" E 9.4 1000 6AL o RErAearrs 305/442.'2= VF - a- "� , , : - r PALE Bno�.� JE 9z SEPTiC rA1+cx MALL ----- r~ a.7 JE 6-5 cEtrrER �- PROVIDE -4 DWS. 8*0 x 2' DEEP' _ _ _— _ - _ FNE M KAP -I- OR EQUAL --- --'-- - - -.-= _~ .;T To►rte. sAr CP ' ►nrr RUNOFF CONTAINR 04T WITHIN s ��+LOAzrr sAl� EL zT �POot 3 1 'SIC T FENCE - 3477 sq.11. _ _-- - —_%_ fSRE¢ARA77o (sorry 4' F, TO �r Pool cLusrER 3477 x 0:5 k O.I 7 =, 296 cu.11• NOTE-- PROPOSED - - - -- `-' 4 ATER Ft PALE B4 SAW SP EL T 296/42.2 = •7• VF. _ �'• i SEWAGE Dl ' S DISPOSAL SYSTEM SUBSURFACE SEWAGE DISPOSAL 1 _ - -�� � ' ���� , � �� ro Z-E M STS 10 .0 PROVIDE` rDWS,Bo x.2'dp,: DWELLING SCDHS Ref. # RIO-14-0045 : TOP OF WALL EL 10.3 TEST BORING /!n. fir. el !2 _ by McDonald Gposdence - FN9ED MADE ROOF RUNOFF _ �`� ^''�'° �`' � � EL. 7..6 °-It 1792 SOFT. TU'EL los — ---; i 1792 1 x 0.17 = 305 cu,ft. ^r i ' i' rMY ro a LOAN 1'111 --i__ #5.l3E AT te'(twri�— IYN FtME L RETAM" 305/42.2=7.2VF r-; t _�• , i - anro sP 169.4 JE 9>' TOAL IE AMfK 97 IE B.e LP. 3 0�' WALL PROVIDE 4. DWS. 8%,� x 2' DEEP ___ -_-_3— _ ' rt 3• sAl 1 OR EQUAL ^`-- '--�_+- - ^- _� TT r — GRR MniFt 3'1�1 PUNOFF CONTAINMENT WITHIN _ — -- = ; - #5'EgA A7+q'� i �+ Ftl ro ItmIL(11 SiLT FENCE- 3477 s ft. -- - 1- �-;- - : -, sari sP EL zr EL P-7 POOL s 3477 x 0.5 x 0.17 =I cuff. _ �- v PMOL CLUSTER . - - • - 4.�' 296/42.2 = 7VF NOTE - _�_y :_I F, 1 i ' ATFL LM PALE BR. EXIDEC T UBSURFACE SEWAGE DISPOSAL -�` _ 8, W. To win SAS r, wA PROPOSED SEWAGE DISPOSAL SYSTEM. 6E PROVIDE 7 D INS. S'$ # �•d '� _ - _-- --r 4 wA>�ed elf Boa SYSTEM DESIGN BY= r_ 9' cE S°p� TO.TAL 48 !IS Dq+el(�1Q rijh_JwOK __ __ ___� __ i 1_-_� TO COARSE SAND SW !- 1000 GAL. PRECAST SEPTIC TANK (CONCRETE) oQo5�68FRo� HOBART ROAD TTF, P.E. , rATFlt w BRorl FNE 5 LPs. 8'0 x 3 DFPTH WITH 3 SAND COLLAR PR ER 5 -- 'i T. ISWI TO BE 3,-ABQW GROUND WATER �PSeI P / SOUTHOLD, N.Y. 11971 = ' . i REMOVE UNSUITABLE MATERIAL (631) 765 - 2954 TO SAND (SWI BELOW POOLS WITH A 3' COLLAR AND BACKFILL WITH K 9 — SAND.fSWIQ40 r • �'GO \93• ' � o O �, 95PERAR EACHwerJr+ S 3? 0 � ES Z lS 'O ntOCONCRETE TO 13E 3000 PSI \XA Com '�J• g Os C� f� 2 STEEL TO BE 60 KSi \ ZAL 6 �� _ — 3 ENGNEER TO CERTIFY THE CONSTRUCTION OF RET/+ 1G WALL AS tPve�`G 0 rC\�(Q\1 �O P%A\ REOMED BY HEALTH-DEPT. �� R RTETG H ORE NSPECT THE �� �0 �O p PROPOSED SEPTIC SYSTEM � � �� = l� i cW QVC ���o 0 �� RETAINING WALL 5�- O' �• �uF� Ott \, Iol. _7 00 0 14. 6r OkA COXAC.F 9 �" SURVEY OF PROPERTY h AT 2 5 SOUTHOLD -TOWN OF SOUTHOLD SUFFOLK COUNTY, Y ®t �® �N \��,'C ���®P���1 1000 52, - 02,= ! j 5 TEST BORING SCDHS REF# RI0-14-0045 SURVEY OF PROPERTY A T SO UTHOLD McDONA EL. 7.6 60SClENCE TO WN OF SO UTOLD MIXED SAND ,/ SUFFOLK COUNTY, N. Y. do LOAM 1 _ 1000-52-02-13.2 PALE BROAND SP �� SCALE. 1'= 30' f1NE SAND SP � � _ J. — — APRIL 16, 2010 BROWN LOAMY SAND sM ;�2�AAI y , "�`s p a S, MAY 15, 2014 (REVISIONS) 4' 0 0 � JULY 17, 20147 EXSPANSION POOL RNE TO MEDIUM CV• ���1 y ,( /'97j.�$ ��2 I I RP�C',`'� ( ) SAND SP EL. 2.7 '(� k� O N Q 4.s' — — � o¢y. � � O � Q�p,E SEPT. 23, 2014 (REV1SlONS) WATER IN PALE 'g,®A R\� r�� 'g 83 h� �� �`� �j : O"lle p- SEPT. 15, 2016 (FINAL) PALE BROWN FINE y.1P� ry�N Pj 1-j'�° ' 'o E OR NOV. 3, 2016 (REVISIONS) TO MEDIUM SAND l� \G 0 / � 'fG\� SP HIGHEST. EXPEC7ED �O Q4e 9' WATER IN BR. BOG GROUNDWATER ? JrN7 �Iel yS WA7ER IN BROWN ! _ � \� �O � nNE TO COARSE 3d� 0iA O `'� cg 17' SAND SW h G IJV �.y\ h ` A �Pp 110 y�`• oil e�- o� p� F� el"X61 cQ-11 o o e!, SEPTIC LOCATIONS o/ �� ;ti `o,p-�� � ST 23.s' 16.s' 7- 6' 1 " '0 19 LP1 36.6' JO.6to �N���1. \0 �J . O `�'�' ��� � oPo do 0�1F'.,�, ' � ��,\•� o'l =' ®UM DEPARTMENT OF HTl�SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESMENCE s DEC 2H.S. - - -- � � °a. �o° Reo_l�I—oa�i5 \QQ\EO�pS 5 \�QQ\ t �,��'� 7 1 1y faeiG4s 2B 414i:;�� %dri e:wa been �� men¢a @Mar s,c-nc,�arts 1sand J,0GE P go erg �O . �'of NSW1- � �� 10 o� ` EJry U oAcTo1.9G Gw�6�� N (b� LKEP5-A. LOT NUMBERS ARE REFERENCED TOL--3 SPIKE SET 'SUBDIVISION FOR NICKART REALTY CORP." D ELEVATIONS ARE REFERNCED TO N&VD ` DEC e 5 2016 FLOOD ZONE AO DEPTH 2 FEET NAVD 88 r N. Y.S LIC. NO. 49618 ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON FROM FIRM 36103CO158H ' , VEYORS, P.C. OF SEC77ON 72090F THE NEW YORK STA7E EDUCA77ON LAW. 09/25/2009 BUILDINGIDEPT. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS TOWN OF SOUTHOLD P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=17438 s .ft. SAID MAP OR COPIES BEAR 77-IE IMPRESSED SEAL OF THE SURVEYOR q 1230 TRA VELER STREET 14-049 SOUTHOLD N. Y. 11971 n f E S G DD ��, MAY 222017 SrcC� , BUILDING I)WL TOWN OF SOUTHOLD f r V J O W W a I'Nz- , 14'-2" 10'-4" 8'-3 5'-6" 9'-6 " V � CW24 C14 P4040 C14 AX31 AX31 j 77a— 777771 --------------------------------�--i �l W4 Q Z 0 FD° j°� _ 1.4 0 x I 4t� :Z) W/D BOILER 0 WET ROOM O BATH _ u BAR — ❑ O — I TJ I I 2'_4,, r BEDROOM LIVING ROOM L YJ 4,,,} {� I C4 u 31 -oil 01 1 I - I � I ® I `- cz1 WALK-IN 2, 11 2i-4ll CLOSETGARAGE I UJ w I NO z 1 ' z Jc zLo� 2'-4" O 0 ENTRY ; V JL I J X O I I , LO cn QooC.0 BEDROOM I ' / \ I 1 I 1 / \ u) OM BATH ' I 1 x I U) a. 0 co Jc w I I ; LL I ' O o ciosEr I I a_ 27777777777,777-774 611111111111111=11111111A 1�,11111114 1 I , -------------------------------�--; AX351 CLU24 101-011 OO J DRAWN BY: IF -t'-0" leo'-o" 4/11/2017 55-4 SCALE: SEE PLAN 1ST. FLOOR PLAN. SCALE: 114" _ ,'-o" �0. SHEET NO: Q M,AY 2 2 2017 BLUR 11 N G REPT. I, rrnl'VTNT nV C' t T 1 V J 0 oW UJ 4'-0" �'-O" 9'-8" 13'-O" 10 3'-(0" 3 _0 11-23,411 12'-544 It 6'-6" (0'-6.. 2.-5,4" 9'-8%4" 9'-6 " O V � � zoz ACU12660 ACW2660 AP32VSl ---- Vol A a a - N 3 �w��oao� FLUG1208o-4 SAAS `t u O � _ Z ------------ O o KITCHEN v con ho ° ; w r I DINING ROOM BEDROOM - 00 00 At BATH lu ifs ALK-IN - CLOSET — — — — — — — TI)---- — — — ---- •- T - W u Z 2,-4 BEDROOM Z Z Lo MEZZANINE ABOVE _I X L6 to QOOc0 c4 •— Zm = ti x BATH O F- .4 (n0 = M se585 W 0. 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HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING, 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR GARAGE WALLS WITH R19 1ST. FLOOR PLAN 4 P).DOUBLE U FLOORJOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE 8). INSULATE CEILINGS WITH Rao INSULATION. � t `�'' �,"A„ • :r� .� i �� — i �� BLOCKING AT 8'-0"O.C.AND MIDSPAN. c.: SCALE: 1/4 — 1 -O 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. BATHS 5). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS TO HAVE MOITURE-RESISTANT SHEETROCK. f 1 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS j. ✓e s ^" ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10). INSTALL SMOKE AND CO DETECTORS PER CODE. 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PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATHS o SCALE: 1/4" = I'-Of' MICROLAM HEADERS. TO HAVE MOITURE-RESISTANT SHEETROCK. '.. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE AND CO DETECTORS PER CODE. t1Sf{ . APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Y_ C) `! s 4�47 DRAWN BY: JF : ��,® 4/3/2016 y.y �9 sc SCALE: SEE PLAN ffj41x• � ;,rs�o �. 525 ° �a SHEET E ET N O o S�oN r � a ?: PERMIT No. 39303 0 � D CSO NOT PROCEED WITH APPROVED AS NOTED FRAMING UNT(J-SURVEY OF FOUNDAT!0" LOCATION DATE- fL �'f -&P. # -7-'- v' . ,HAS KEEN AFFhOVFD. / FEE: �{��"�� BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR TH _ O FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED W FOR POURED CONCRETE 2. ROUGH-FRA"111NG,PLUtj?:":G, w STRAPPING, ELECTRICAL&CAULKING 3. INSULATION n V 4. 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I uu,n uv,n l N ^II 1 1 II N 11 11 N off O O M 11..-.II 1 �� ^. ,I i 1 1111 ll�N,.11 1 LL o I II 11 II 111 1 I 1 11 1111 11 1 11 11 1 'A ' 1 It II It 11 1 ----------- �vJ 1 II 1111777777-7/7"7 11 11 1 It II 11 II 1 LL ---------------�------------ 1 Ir 1 1--I I O CXW13 CW24 101-0" 0 7'-4" 14'-8'/z" 9'-9'/z" ---- ------ ---- --- -VI - 81-011 8'-0„ 0- 31'-10" ---- - _ ------------ 16'-011 55-4" --------------------- 1 ST. ALTERNATIVE FLOOR PLAN- SCALE: 1/4" = V-011 DRAWN BY: JF 7/2/2014 ,y C N p,,/ SCALE: 1/4" = 1'-011 Y. cc\SCy�. Q9 SHEET NO: cta 11/ U) 0 W J 55'-4" W 161-011 7'-611 19'-8" 19Z IC — '-1111 81-311 �v/ W ol v Ir rll cw2s y Q CX16 CW26-2 CX16 AP32V V ----, Q ' (3)1 3/4X9-1/2 ML HDR. N Ln ; 8"SILL AFF PERED GLASS REQ) 1 1 3 1 1 1 Vnt me O x W `_ cnO 0 1 , L O Lr) ° i J I u _ � N O KITCHEN O o 'SCC 1 alLL O 0 3 Fl V J � : B DROOM ;M O N 1 1 LL , ' -' N v O Ln X ' DINING ROOMO 11' HIGHTRAYCEILING ' I Q O141-111 1 I , � J 1 , orI Viv �I I ! IbI BATH - j _1 \ (3)1-3/4X11-7/8 ML FLUSH BEAM I �I � 2X10 DF#2 CIca16"OC , - _ - (3)1-3 _ 7/8 ML FLUS i BE M- �X) q- m .J (NON STORAGE) � m 1 • r i------ 'T 1 --- - - - 41-111 -11 1 6• . DECK 1 ' co WALK-IN ; ,n / 15'-1' ol Y�( DN �o CLOSET ,v 11 - --- I , lt N -- - z 0 - ' --- BEDROOM U � .� • X 1 � � 21 X111 Q LD ' = OPEN ' v M i TO i ' 714 LL. BATH BELOW ° '� W 1 ' �`�► ' ' o 00 W ' 1 N z I ` _ 141-1" 16'-4'/z" ° °� 0 ' SE585 z Z Lo I � � N 1 ' ' Q -, 0Oti (2) 2X8 DF#Z - - --... ci M CW14 CW25 CW25 a o fo W 71-411 14'-8'/2'1 91-9'/211 31-911 31-911 8'-0" 81-011 LL � O 311-10" 7'-6" 16'-0" GboIf lie 55'14" 10 1).PLATE HEIGHT AT 9'-6". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR WITH R19 2ND. FLOOR PLAN 4) OTHERWISE 3- X8 DF#? HEADERSLL OVER NGS ALLOVEOPENINGS HAUNLESS VE 2 JACK STUDS 2)•INSULATE CEILINGS WITH R30 INSULATION. SCALE. 1/4" - V-01' M EACH S DHEADER OPENING.PROVIDE 3)ACK STUDS ON EACH SIDE FOR 8) ALL WALLS TO HAVE MO TUD CEILINGS O BE PRRODKD WITH 1/2"SHEET ROCK.BATHS DRAWN BY: JF OLA5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE AND CO DETECTORS PER CODE. 7/2/2014 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N SCALE: 1/4" = 1'_0" ��\srCyd r LC SHEET NO: u ., l • 052`���� .SSIOta V O W J Q w V z � w V A H W ., I+ ptla - --------=---------------as---- � =—l-1-aa-—_-- --II I— _----- _ ==ams=a-m=-a-=s-s_-== _� - - _r -----%-==sna=e�maEa=�ama6ms=a smmamas�msg _____a___=—a=a- « ------mmmmam --___-----m___m__—___----abs= _______- Fmman— ---- •mmmmmsssm -------- p I li Y I IY 1 � i 2X10 DF#2 RR @16"OC „ a h j 1 d s Ij• 1 O h r h 1 4 d AI O 00y $ y ` MP4 12 a Y y i r I h Qce 1 1 b y II gl Y12 0 co 44 ce ! M ° r I I ry q 11 T. X g I LL 0 0 W I ' X tl l it + � 'I ry N f.�ffi m-=.esmm m.mm .:mm mm mnm.mzd -----------m mma.sa °I i A ° ----_ _=T--'-- _-._- tet,-�-.�-- -- --.s IB I 12II II , I % N g hl 4 % h 12 R pi I 1 1 fl h POST DOWN _________________, I 1-3/4X11-7/8 ML RIDGE 1- X11-7/8 ML RIDGE I� I IA 1 I I II I 1'U�>1 t✓. p A Y AI g YPOST DOWr4 1 2X10 DF#2 RR@16"OC DOWN t .__ L------------��-��.- �._-�-------- , el , rmmm —mmmmm_________________________________T WI , t r II II ��jjjj m ass______________=_a===t_a=_ ____ ------ ------ r" =mm3 2X10 DF#2 RR@16"OC I °r Fmmmmmm---------- ---- _a-- •_— _----- —m—,, a a •s� - Y I cz I Pmmmmmm mmm�.�.mmmz=.m..mm mma(� zmmsa i q ry .-), r Y r 1 1 ? °I r-4 0 w I 1 � I J L• 1 1 1 ! � 8 � Y /N�/ 12 it I� nXi g 1 tl d l U X 1 �.O a l W 1 \ J > ry r-----• I I 00 12 4 , (0 Z 04 h r 2X10 DF#2 RP,@16"OC Q 0 cp II ____________________________ i-----m mm m mJ ____________-_--------------m-m m m_ mm---C � _ � m� 4___-_______-__-_--- mmm=mm - _— _LL_� -- _--- __m ___ v - _ ---__e- - -- a OLL O ____ __ —_ ^ U) W U— O 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"OC_ 6).ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS a 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA GALVINIZED WITH ROOF AND SIDE WALLS (TYPICAL). LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ROOF PLAN- 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS i i 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. SCALE: 1/4" 11_OII DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 5),USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT LEAST3/8"DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. DRAWN BY: JF 7/2/2014 `� O ' �✓y`' SCALE: 1 411 _ 1_ 11 0 l 1 0 cj r b w SHEET NO: %6 0, 015"s "EO 0 rn ri 1-3/4X11-7/8 T ® -[� ML RIDGE 12 R OttOSGAL35IEEL DR HESS ISD �I(Ilk WOOD SCREWS W/ 1 WASHERS P 1]•O.0 ( ' , ,I --- --- S � I2•DC � J IY I 1/r APARATEDSHEATHM GRADE PLYWOOD �0 1 I ' (ALTERNATMVE 7n6 os.6) ® y ' in'ARA PLYWOOD 2X10 RR @16"OC /W\ ® � •IO STA04LESS STEEL 2X10 DF#2 CJ @16'OC r� OR GALVANIM WOOD SCREWS W/ WASHERS®Ir O.C. ( � ' I , •—- _ f1/ �i IWDIDDW Su W a z,a r O H J x O 1 ( I ( I ( I THIGH RAILING > �j O (2)1-3/4X9-1/2 trot I I Mimi I I ( ( ML ( I I •� 3/4"SUBFLOOR 11-7/8 T)136o WOOD-I FJ @16"OC 1 3M AM PLYWDOD SHEATHBtG z%4 DF:F7 ( r I / I / O 2X8 ACQ @16'0C00 I ( 1 I n I I I ( #10STMMESSsrEEL (2)2X8 ACQ `- W =r7�� ORVANVED GIRDER ( ( ( ( WASHERS @ Ir O.C. TULTIKE 0.WAODASSEMBLffS 2-2x4DFN2SRIDSCONNECTED 3/4"SUBFLOOR — EL.12.5' TOGE,HJtWIr„STAINLESS STEM BRICK — - - °RfALAWNo”®@ o0"O.C. 11-7/8 TJ1360 WOOD-1 FJ @16"OC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) r► I (3)1-3/4X9-1/2 •A. 12"THICH PC WALL = 4"CHEEK WALL 'e e 2X6 ACQ SILL PLATE L ' T M � ML GIRDER v'. AWINDBORNE DEBRIS ND MAXIMUM PANEL SPAN PROTECTION FEES SHALL BE SCHEDULE PERMITFOR WOOD 0 ENING PROTECTION PANELS ONE-AND STRUCTURAL TWD-STPA ELS WITH MINIMUM THICKNESSNELS SHALL CUT T0OF 6" (ALLY TERMITE SHIELD •►y� (AT CHEEK WALL) � COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609 1.4 OF N.Y.S.RESIDENTIAL 2"CONC.SLAB COLUMN SILL SEAL ••'� DAMPPROOF CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. v, .• •- .4 •. o. •• o• •• •. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING If 1S TO COVER. •• �• f•e•• : •�_-"••v••.• �i •'•e.• : •• - HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. —- 3o"X30"Xt0^ 24"X8"CONC.FTG. -- EL. ' CONC.FTG. (3)#4 REBAR W 8. SECTION A-A �; z n 1 11 V GRAD , SCALE: 1/4" = 1 -0 z � zLo \\ \\ \\ \\ \\ \\ \\ \ \ \ D #5 BARS < co to @ 12O.C. m O1` Z " � O 0 = M a co CLEAR(tYP.) BACKFILL WITH / /�///\//�// uj \ / / / / 6'-011 W POURUS FILL �\/\\/\\/\\/\\ V- [ 3'OROOF VENT 3'BROOF VENT O \ #5 BARS @ 12"O.C.. 0 11rs t1H1114R T +vz +114 LA W C. WW.C.WEEP HOLES 2" I.D.PVC 8 R D.W. SHO WR SINK OR TH OH z SPLICE 11 I @ 8'O.C. 1114 ] 2 a GRADE C.o. a C.O. +144 a C.o. #5 BARS @ 6"O.C. . \ 111\//\\/ /,//\\//\\/\//\\ #5 BARS \ e � 1 714 112 1 H{ i 1n 11/{ / ,@ 12"O.C./ �3'-O' CONCRETE:3500 PSI SINN LAV SINK DRAWN BY: )F \ \ \� STEEL:60 KSI R WC R WC WM FAL 2'-6" _ \ 1'-O"�\ \//\ DR TH OR ATH 1114 23 11n 2 tin ttn //2/2014 o 3"CLEAR(TYP.) o e o c a 1144 C.o. Z '% U .\' 8" a a _ > OF INE�✓y1_ SCALE: 1/4" = 1'-0" Ile ,`�' o F Cy 4'-6" 4'Cr TOAPROVED ROUGE SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEMW A , PLUMBING SCHEMATIC �Y �; SHEET NO: RE TA I irN' I ImNo G ALL N.T.S. �AO •i'. ��„ *i, ,. SCALE: 1/2" = V-0" ` S' 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE '^ 12 � V Ld 2X10 DF#2 POST POS 2X10 DF#2 RR @16"OC RR @1 "OC 311 <y/p V 2X10 DF#2 C)@16"OC z -- -- V 2X10 DF#2 Q @16"OC 2X10 DF#2 Q @16"OC u V) z A -w- A 0 (n 0 H THIGH RAILING !� 0 O 3/4"SUBFLOOR 3/4"SUBFLOOR 3/4'SUBFLOOR FTI 1 11-7/81)1360 WOOD-1 FJ @16"OC 11-7/81)1360 WOOD-1 FJ @16"OC 2X12 ACQ Q)@16"OC z 11-7/8 TJ1360 WOOD-1 FJ @16.00 (2)2-5/8X11-7/8 WOLMANIZED ® ® PARALLAM GIRDER 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS 6X6 ACQ POST AND CEILING f EL.12.5' —_ _— BRICK 3/4"SUBFLOOR bell 3/4"SUBFLOOR 11-7/8 TJ1360 WOOD-1 FJ @16.00 •• 11-7/8 TJ1360 WOOD-1 F)@16"OC 5 � : _ 4"CHEEK •`� (q t STEEL 12#4 CONC.R PIER • . WALL V 1 (3)1-3/4X9-1/2 LALLY 2X6 ACQ PLATE � '�' t (2)#4 VERT.REBAR � 4"CONC.SLAB,REINFORCED EL.9.5' 'i ML GIRDER COLUMN TERMITESHIELD o, r,l EL!7.5' 2"CONC.SLAB SILL SEAL 8"CONC.WALL e e•e�a —- - — DAMPPROOF EXT W. e.•"�. •' a 24"X24"X12" 24"X8"CONC.FTG. 30'X30"X10" CONC.FTG. (3)#4 REBAR CONC.FTG. SECTION B-B.vmW ` SCALE: 1/4" = if-0" W Ii Generated by REScheck-Web Software 12 Compliance Certificate z z 0 C14 Project Q m 0 ti Energy Code: 2O30 New York Energy Cortserniton Z Location: Suffotk County,New York 0 0 M Convu-eban Type: Single-familyCD Project Type, New Construction Q.. O Conditiored Floor Arte: 0 ft2 t/'► el=ing Area 18% V J dimete Zone. 4 (5750 HDD) W Permit DOW LL Pemrit Number. �j 0 Construction Site: Qwr.edAgent DesignerlContmctor ti' f•l/ CmrvlOarce:11s6%aettw Tbaa Code _ Ka[Imumuk SIG Towuk 456 TM N Y`IYr�NOw TF.,pd•Mdsc M11"ia,Fs dsr b.�wd 1M•Y":i"N�mblia•FuArJ4. t oa[5 nvr•...:d..n r,o"+"er d wrm w"�cmc n4cw a."mrir.s►mN han•. Envelope AsSemblles Floor.AR-Wood Joiatirntss Over Untand.Space 1,709 30.0 0 0 0.033 56 Wak Wood Frame,15n_o.e 1,395 19.0 D.0 0.060 67 Ylmdow:Wood Freme,2 Pane wl Low•E 124 0.300 37 Wndmr.Wood Frame,2 Pane wl Law-E 65 0.300 20 DRAWN BY: JF Door.We" 55 0.320 19 Door:Solid 21 0.290 6 Wall:Wood Fame,16in.a-c 1,910 19.0 0.0 0.060 99 7/2/2014 Wa,dmr.Wood Frame,2 Pane wl Law-E 221 0.310 69 T.y Door:O!ass 105 0.320 34 SCALE: 1/4" = 1'-0 t! Ceiling:Flet or 56swrTruss 1,709 30.0 0.0 0.035 LD Commence Saetemerrt Tlx weoosed budding design d 'b here is eansisterrt w3h the building p'Ians,spevf+esdi and other Q) cslculstions submitted with the perm' pplicscion.The p ilding has been designed to meet tha 2010 Hew o Enegy �(, 00 Conservstio�.Ean n rtqu nts in RESeheckMle"d comply Witt)the mandatory requi en listed' +, L7 A themchr< In on t � ��;;a -� tSHEET NO: tp� 0 0525 Praject Title: Report date: 06!15114 Data filename: Page 1 of 7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS !^ A CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, v , USE THE FOLLOWING APPROVED USP METAL O W J KING STUDS RAFTER WALL STUD V ENDWALL CRIPPLE STUD BOTTOM PLATE Q. Z BATHTUB RIDGE rT, RIDGE LEDGER % W HEADER DOUBLE JOIST F�1 SIDEWALL RAFTER (�] JACK STUDS H w FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �-` BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR TO FOUNDATION W/ANCHOR BOLTS W O CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION rl CATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION N WITH{2)JOISTS.UNDER WALL. �1 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4'x12'20ga.STRAP APPLY TO EACH JACK STUD OOFLSTA24 x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING C°24"OC v j O WALL STUD THROUGH-ROOF EXHAUST ..J VENTS SELECTED AND O LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED > RAFTER RIM BOARD RAFTERS SILL PLATE(S) /WALL SHEATHING MAINTAIN Q O VENTILATION WOOD JOIST SIOEWALL FLASHING BLOCKING FOUNDATION TOP PLATE 2x4 LEDGER BLOCKING _ - - _ FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - - FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN LLAT . THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. � THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD 4--8- LSTA24 1-1/4'X24'20ga.STRAP AND JACK STUDS ' ,+ RESISTANT METAL MESH WITH MESH ON ALL OPENINGS �; PROVIDE HEMMED EDGE AT OPENINGS OF'4 INCH IN DIMENSION. INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAV E 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO ASMAINTAIN AIR CONNECT TO ON ALL OPENINGS / � GAP TO PREVV ENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN 70ISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECTTO 14'-16' LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS ' ACTION 8"-12"RAFTER RT20 29-118"x 2Qga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ION ALL OPENINGS ',' KEEP ROOFING NAILS OUT ' OF FLASHING 2ND.FLOOR ' ROOFING LAPS BASE FLASHING 4INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, I MATERIAL AS ROOFING EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN.4 INCHES WOOD JOIST TOP PLATE GIRDERIHEADER SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,91DEWALLS, WALL STUD RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 80 INSTALL 4'0'O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4X36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION AIPPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTERIPLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS INSTALL 4'0"O.C. CONFORM TO SLOPE 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS (�.n W ON ALL OPENINGS PLATES TO EACH STUD W DBL.SILL PLATE TERMITE SHIELD T �—111000 OI 1� ' WOOD JOISTS •J Z (D Z SILL GASKET - i NEOPRENE ^� I 2x6/2x8 CONTINUOUS WOOD PLATE wT_ CONC.SLAB GASKET ` BOLTED TO STEEL BEAM WITH 6 MIL.POLY (o 0 CV TVP.CONC.FOUNDATION C A • V' - �� DAMPPROOF EXTERIOR v GRANULAR FILL \,p �` I 1/2"DIA. BOLTS 4B'o.c. STAG. J X J EMIL POLY ON EXTERIOR • CD STEEL COLUMN I - `� m O ti p V , c G p- n \ C ROOF TACK t��� �` a STEEL BEAM • z 1: ^ o v p CONC.SLAB p - \ ��` 4"x 1/4"x 8"STEEL Oci M e ° C A sp i TOP AND BOTTOM PLATE co • V I COMPACT FILL WITH I/2"o ROOFING LAPS ` x b"ANCHOR BOLT (n �' O ,p • v " • a FLASHING AT `. 1/2"GROUT vJ KEYWAY FOOTING o C CONC.FTG. 4 �'p G n USE WITH 3x3 SQUARE WASHERS SIDES AND TOP G'p _ o ANCHOR BOLT CONNECTION (USP LBPS58OR BP583) X1. W REINFORCING BAR 1 ' � "�—" 3"STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT - - l 10 KIPS J O DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL CK SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING Q. TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES Sr OC ROOF JACKS E VENTS DETAIL r--SUBFLOOR i I DOOR FRAME —C— CONC.SLAB GARAGI=�., Q---JOIST 6X6 10110 WWM i DOOR I USE 2X8 COMPACT FILL iBEAM FOR BLOCKOUT STEEL 4" SLAB P.T.PLATE w/6Xb wMM • n I SLOPE NOTCH JOIST AND ADJUST HEIGHT 4"DRIVEWAY—�. 1/2"AIR AGE �`� < 1 �,, D_1/21 ,• , (WITH A NAILING PLATE IF NEEDED) AT END AND •,e %- •• "• ' '. •• TO BE BEAM T 1/2"W HIGHER THAN ,p p DES OF WOOD �`•°° > . ;•. STEEL BEAM TO ALLOW FOR SHRINKAGE DRAWN BY: JF GRADE o L '4-��---zf- - . ` a '_ a_ • a °.="° = BSS _'I • a p•° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) t' 6X6 W.W.M. e - -', - _ o ° 0 C e° - SUBFLOOR 7/2/2014 a C•p c r•p Q « o �" NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM ° ° �— MIN. e/� e • NOTCH EQUALS 1/4 DEPTH OF BEAM ° 1 1 + REINFORCING BAR i s p s•s - —JOIST P • REINFORCING BAR o•• • ° C� DRAIN TILE la 12" al • a •• ;. SHEET METAL/30s FELT UNDER BEAM AT POINT • • ST BEAM C y OF CONTACT WITH CONCRETE OR CONC.BLOCK r r" SCALE: 1I4„ - 1�_On °a",c 3« P TE(8 D'90 BEAM) TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)x4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. « " SHIMS TO LEVEL BEAM �O REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT +t@ �J '¢�, BEAM POCKET A�al �. * ` SHEET NO: `Q 05251 lam" �� Nay J RUCTION DETAIL DRAWINGS cn WIND LOAD PATH CONNECTION AND CONST O USE THE FOLLOWING OR APPROV® USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W J 4"MAX. 4"MAX. 4"DIA.MAXIMUM V 4"DIA.MAXIMUM POST GIRDER/HEADER ZE ° A POST/COLUMN 1 CONCRETE FOOTING . + H W a DECK POST FTG.CONNECTION x LOCATION USP NUMBER DESCRIPTION I APPLICATION O DECK/PORCH RAILING= 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING POST- )1/2" RDER/HEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING P4 USE MIN.(22) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS O' 1-1/2"SPACE < V, MINIMUM HANDRAILS GIRDERa O POST GIRDER/HEADER-°o BALUSTERS o CONCRETE PIE RIMIDECK JOIST-4 POST/COLUIMN 0 OPEN BALUSTER ATTACHED TO WALL "•y,• Q HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION1 USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE GROSS SE PROVIDE CT EQUIVALENT GRIPPING SURFACE CsIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDERIHEADE LAY PLASTIC BASE DIRECTLY ON 1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG.@16"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB So BRACE TUBE STAIR TREAD POST/COLUMN 0 0 FILL AS PER MANUFACTURES'INSTRUCTIONS 0 RIM BOARD—► FLOOR FRAMING 2x T JOISSANGER 111`111=111=III-III-III=III=IIIIII-11 STRINGER BLOCKING FOR JOI5T H POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p , D LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B 4x4 SOLID COLUMN PBS44/PBSE44I KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL W 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN + LAY 4-6"LAYER OF CRUSHED STONE OR W HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION GRAVEL LEVEL AND COMPACT BY HAND STRING=ER TO DECK/PORCH CONNECTION z LAY PLASTIC BASE ON COMPACTED GRAVEL f n LEVEL BASE V FIT CONSTRUCTION TUBE AND PLUMB (p d BRACE TUBE � Z L17 � FILL AS PER MANUFACTUREV INSTRUCTIONS ? W CO Q N C� Lh Q 3 .J _ 00 'III=111111=111-111-III-111=III-III„II z m2 O M WOOD JOIST O a0co WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING co W 5I6FOOT SYSTEMS FOOTING FORM W GIRDERIHEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS LL WOOD JOIST GIRDER/HEADER WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT O PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICSO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER _SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. LL• ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. USE WITH RT10 TYDOWN ANCHORS IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBERI DESCRIPTION I APPLICATION TO ALLOW FOR SHRINKAGE. IJOIST TO GIRDER/HEADER RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. JOINT DESCRIPTION NAIL NAIL NOTES All fasteners,hangers and anchors to be galvinized or stainless steel. QTY. SPACING 4-8d COMMON 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. SILL,TOP JOIST TO:PLATE OR GIRDER PER TOE JOIST NAIL Girders on concrete piers shall be anchored with proper steel connectors anchoredCLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE t� into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. TO JOIST 2-8d COMMON END NAIL DRAWN BY• IF 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD BLOCKING EACH TOE Use o minimum ting dia x 7"long anchor bolt with washers and nuts.Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY' DESIGN UNDERLAYMENT HAZARDS TO JOIST 2-8d COMMON END NAIL U 4 ft.beim gra1/2'de. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED •� BLOCKING TO: EACH TOE 7/G ZO14 MODERATE SLIGHT TO SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL 4).Deck joists to have blocking at 8'0 o.c.. 20 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE LEDGER STRIP EACH FACE 3-16d COMMON ��O'- I Ill SCALE: i/4" _ V-Orr 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL V �'C b Y f J�./y L 1 `T 1 i Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE at 16"o.c. 3-Sd COMMON TO BEAM JOIST NAIL *C�/�. BAND JOIST 3.16d COMMON PER END ". . 6).Concrete piers shall be a minimum 6"above grade. TO JOIST JOIST NAIL G^ 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO:LL -16d COMMON PER t� S f\j¢. , ' ✓ SHEET N O. TOE NAIL 11, t D to girder(s). SILL OR TOP PLATE FP P V NOTE1). Gam' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:GENERAL Q RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION W 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER � F+i 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE SBC G PER N.Y.S. RESIDENTIAL AME CO ST U ION AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC NIGH WIND EDITION WOOD FRAME ONSTRUCTION MANUAL A sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 u 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 H meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAILATTICS w/o STORAGE 10 Z W A These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the F.T. should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 W" 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END I NAIL ROOMS (OTHER THAN SLEEPING) 40 M First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 (n I �{ 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL F RAM I N G: STAIRS 40 O responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILGAURDRAILS CAVY DIRECTION) 200 QTY- SPACING construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY � O specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (n 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE AGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEO or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO FIRE PROTECTION Sym.. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON 16"OCFACE SEE FLOOR PLANS F t Z . . (SMOKE 4 CO2 DETECTORS) ® such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be In accordancewith the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS PESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST,2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 3).Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE ry g 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL ) ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 2-8d COMMON I @ C�3 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceding part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE IGABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. 3-8d COMMON JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES. TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,a!1 framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners,hangers g TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, the below grade portion of exterior walls prior to backfilling. gens and anchors to be galvinized or stainless steel. 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 P P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall be 3 ft. QTS'- SPACING framing Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W g g AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. `tiJ g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS U I R E M E NTS FOR WIND LOADS: W 2.Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES �r1 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL >- otherwise. JOINT DESCRIPTION j z 0 Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) � Z i.LA where needed. NOTE:2 FOR PANEL FIELD W GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be 2 2x10#2+BTR.Doug.Fir. 5d COOLERS 0 N ) g ( ) WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 r Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: J openin s.Bearing wall window sills shall also have 2 window sill plates for 2x4 wall NOTES Q m O t- 9 9 ( ) P 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL z openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q and blocking where applicable. QTY. SPACING O M 0 co 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL W COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall (/) n- 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. » PLUMBING NOTES 7/16"OSB 3 O.C.EDGE 6d COMMON 2.Tabulated 12 inch mc.nail spacing assumes sheathing attached to stud framing members with W 6}.Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9LL Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. 15d COOLERS 10"O.0.FIELD GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the Wait spacings shall be reduced to 6 inches o.c. WALLBOARD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: W 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE: CL under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. 1"OR LESS 8d COMMON 12"O.C.FIELD » HVAC SYSTEM NOTES 1).PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10,0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Q 2q HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed 9 P ( ) equipment supplier. and to form an effective fire barrier between stories and between a to p over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing p story and the roofs ace. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,induding furred spaces,at the ceiling and floor DRAWN BY: ]E to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Water bar 12).All roof with a pitch less than 4:12 shall be installed with an Ice such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 7/2/2014 i3< barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontalspaces such as occur at soffits - rr = r rr drop ceilings and cove ceilings. to be reduced tot-16d nail per foot. r P r' SCALE: 1/4 1-0 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r`O°" O be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ��SCI 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces A� ,.��, ' O under stairs shall comply with N.Y.S.Residential Code. co A ,4 SHEET NO: 3 I 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of " a W flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. rr',